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HomeMy WebLinkAboutHighway Maintenance Building AGREEMENT THIS AGREEMENT, entered into this day of Qamkr, 2015, by and between the Town of Southold, New York ("the Town"), a municipal corporation organized and existing under the laws ofthe State of New York with offices at 53095 Main Road, Southold, New York, and Construction Consultants/L.I., Inc. (the"Contractor"), with an address of 36 East 2nd Street, Riverhead,NY 11901; WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall perform the following: DESCRIPTION OF WORK The Contractor shall perform all general construction and site work associated with the construction of a new Highway Maintenance Garage at the Highway/DPW Yard located at 275 Peconic Lane, Peconic, NY. All work shall be completed in accordance with the attached Bid Specifications, the Contractor's Bid Response and the Plans and Drawings entitled Town of Southold Highway Maintenance Garage and Site Improvements, drawn by L.K. McLean Associates, P.C., a copy of which is attached hereto and made a part hereof. The Town and Contractor agree that Contractor will reduce the quantities and/or price of the bid items in accordance with the Contractor's Proposed Value Engineering detailed in a letter dated November 17, 2015, resulting in a reduced final bid price of$1,479,542.00. A copy of this letter is attached hereto and made a part hereof. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than two hundred and seventy (270) consecutive calendar days after the execution of this Agreement. Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the.Town will pay the Contractor$1,479,542.00. ARTICLE 4. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. • 1 � (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000,000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than $2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three (3) days after the date of such accident. ARTICLE 5. BONDS Prior to the execution of this Agreement, the Contractor shall furnish to the Town a Performance Bond wherein the named obligee is the Town. The performance bond's purpose is to secure the faithful performance of the Agreement. The Bond amount shall be $1,479,542.00. The bond shall be executed by a surety company approved by the Town, authorized to do business in the State of New York and with an office or representative in Suffolk County, New York. The form shall be acceptable to the Town and shall have a term through the completion of services. As an alternative to the Performance Bond, the Contractor may furnish a certified check, bank draft, money order, or a standard form irrevocable letter of credit. Certified check, bank draft or money order must be made payable to the order of the Town. The standard form irrevocable letter of credit shall be in a fonn acceptable to the Town. In the event the Contractor secures a Performance Bond from any of its subcontractors, said bond shall also name the Town as a dual obligee. 2 In the event the Contractor fails to perform its obligations under this Agreement, the Town may terminate such agreement, and the Town may procure the services from other sources and hold the Contractor responsible for any excess costs incurred and deduct from payments owing to the Contractor and/or draw upon the Performance Bond as full or partial reimbursement for such excess costs. ARTICLE 6. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. ARTICLE 7. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 8. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if: (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; 3 (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. ARTICLE 9. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work,whether or not the Contractor, its agents, or employees have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 10. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 11. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. 4 4 ARTICLE 12. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 13. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a part of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics, workingmen/women, or laborers employed on the work. ARTICLE 14. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on November 17, 2015. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. 5 ARTICLE 15. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk PO Box 1179 Southold, NY 11971-0959 With a copy to: Michael Collins and James Richter Southold Town Engineer P.O. Box 1179 Southold, NY 11971-0959 To Contractor: Eric Baumack Construction Consultants/L.I., Inc. 32 East 2nd Street Riverhead, NY 11901 ARTICLE 16. WAIVER No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. ARTICLE 17. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. ARTICLE 18. APPLICABLE LAW This Agreement is governed by the laws of the State of New York. 6 IN WITNESS WHEREOF, the parties hereto have caused these presents to be duly signed the day and year first above written. TOWN OF SO HOLD By: Slcortt A. Russell, Supervisor CONSTRUCTION CONSULTANTS/L.I., INC. B STATE OF NEW YORK) ) ss.. COUNTY OF SUFFOLK) On this day ofDMV0hr in the year 2015 before me personally appeared SCOTT A. RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. r:VjCtAAALq `�M , h Notary Public LAUREN M. STANDISH STATE OF NEW YORK Notary Public,state of New York No.01 ST6164008 ) ss.: Qualified in Suffolk County COUNTY OF SUFFOLK) Commission Expires April 9,2019 On the 6 day of W&v,k,'— in the year 2015 personally appeared 0r10e O-C(c ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. otary Public MARY L. SILLECK Notary Public, State of New York No. 01 S 14984608 Qualified in Suffolk County 7 Commission Expires July 29, -zp/ VENDOR DAME: VENDOR iNFORMA T ION SHEEN TYPE OF ENTITY:CORP. ✓ PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY#: DATE OF ORGANIZATION: A P k 11-, 192/7 IF APPLICABLE: DATE FILED: STATE FILED: kE U! `QO2 K If a non-publiely owned Corporation: CORPORATION NAME: �� Sip�a c n� �i f� Tig r,- k-/, /,J c LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) JP-ktTmg A m it-lDoCa LIST OFFICERS AND DIRECTORS: NAME TITLE /0 91,-rX Mme' /AAM S TV U 6 p/w-51 F-k�l A C C A H H H H 9 H H Q 0 11 O�H H H H■D H 1■li O H g H O t l[I O C C b M 6 9 tl 9®A C H g 1 0 9 Rl H!tl H 0 R H C H H�0 e 7 A i Y H A t E 11 0 D y Q i t H If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal]Package 3 of 13 ADDRESS RECORD FORM M MAIL BID TO: VENDORNAME: ADDRESS: In ,9 S i N .yb 1C 1 CONTACT: E A I C• 6 AU M q.CLk TELEPHONE: (�3 - gA q- 6&O Z. FAX: (o�n O E-MAIL: F, g p Uln ACK G e I i a n C. co rn ONLY if different - MAI L PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: , E-MAIL: Proposal Package 4 of 13 7 ASSUMED NAME CERTIFICATION *If the business is conducted under an as name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that'individuals worlung for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows-please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance.as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL(DISQUALIFY BIDDER. ---A-+JTHORIZED SIGNATURE Proposal Package 5 of 13 AFFID�VIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, fiom that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other. contractor, bidder or potential bidder. 2. Neither the price(s),nor the amount of this bid,have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any film or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid,under the penalties of peijury, affirms the truth thereof. SWORN TO BEFORE ME THIS lure& o� any Position EP_i e$A1t1y) t c iz. lli c,,�- �DAY OF 20_LJ_ Type/Name&Company Position / _ (rO�U r L(C T7 011 L a it1 1 L�7 I�flJ i O I l✓C Company Name NOTARY PUBLI !I hoI�.� SUSAN T.YOUNG Date Signed Notary F 01YO6209293 c, State of New York � jfied in 2I Term Expires:Suffolk/ 0 7 Federal I D.Number Proposal Package 6 of 13 THE PROPOSAL-FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: -_�o,it S r �.rr o A! r"�,LI �L i A-/y-rS L1, 11yc VENDOR ADDRESS: 'A2 'A02IVE-/-/EA TELEPHONE NUMBER: L, l-`7 '7- 626j9-,-/_ FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the,corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other'person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated . Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA.#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written In Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 ' for Two hundred two thousand five hundred dollars ILS $202,500 00 $202,500 00 Dollars Cents Site Preparation and Removals A2 1 /LS $21,000 pp 00 for Twenty one thousand dollars $21,000 Dollars Cents Unclassified Excavation&Grading A3 1 for Forty seven thousand dollars /LS $47,000 00 $47,000 00 Dollars Cents Building Construction A4 1 for One million one hundred forty six thousand two hundred dollars /LS $1,146,200 00 $'(,146,200 00 Dollars Cents ' - - 8"Thick Reinforced Exterior Concrete Slab A5 4,800 $18 75 $90,000 00 for Eighteen dollars and seventy five cents /SF Dollars Cents h7 4"Thick Concrete Sidewalk o A6 800 $6 25 $5,000 00 M for Six dollars and twenty five cents /SF CD' b Dollars Cents P. 1- Z Concrete Curb A7 70 $22 86 $1,600 00 ,"A co for Twenty two dollars and eighty six cents /LF o n Dollars Cents cn w Hiphwav Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 _ for Eleven thousand six hundred dollars !LS $11,600 00 $11,600 00 Dollars Cents Drainage System f A9 30 for Six hundred seventy six dollars and sixty seven cents NF $676 Q0 $20,300 00 Dollars Cents 8"ADS Drainage Pipe A10 375 $23 47 $8,800 00 for Twenty three dollars and forty seven cents /LF Dollars Cents TOTAL BASE BID Items(Add All Items) d on�c Mtl-A- 10N FIVA 14uau �)12E- FIFTY f--O .4 T7ous/4� �) Dollars Cents (Numerically) WRITTEN IN WORDS Resinous Floonng Aft 1 1 00 $31,000 o for Thirty one thousand dollars ILS $31,000 00 o Dollars Cents NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or oZ after award of the bid. < Ua O M (n W Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13908.000 F`4 ITEM ESTIMATED DESCRIPTION OF ITEM, UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Al General Conditions&Site Mobilization 1 for /LS Dollars Cents A2 Site Preparation and Removals 1 for ILS Dollars Cents Unclassified vation&Grading A3 1 for ILS Dollars Cents A4 Budding Construction 1 for !LS Dollars Cents A5 4,000 8"Thick Reinforced Exterior Concrete Slab for is Dollars Cents h7 4"Thick Concrete Sidewalk W A6 340 go for _ /SF Dollars Cents m Concrete Curb 00 =A770for 'LF �'' Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction mized Proposal for: Town of Southold Highway Department LKMA#.13108 000 ITEM NO. STIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID Q TITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS A81 Septic System for 2S Dollars Cents Drainage System A9 30 for NF - Dollars Cents A10 375 8"ADS Drainage Pipe for /LF Dollars Cents TOTAL BASE BID Items•(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) oAlt 1 1 Resinous Flooring a for � ILS Dollars Cents }d NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any-or all items prior to or after award of the bid. CD �a o - w , Highway Maintenance Garage and Site Improvements ` Contract B-HVACItemized Proposal for: Town of Southold Highway Department LKMA#.13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS B1 1 General Conditions&Site Mobilization for !LS Dollars Cents 62 1 Building Heating,Cooling and Ventilation Systems for /LS TOTAL BID Items(Add All Items) Dollars Cents Dollars Cents (Numerically) WRITTEN IN WORDS NOTE, The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. '-o o n 0 to fy n n w vo CD ' o 0 w Highway Maintenance Garage and Site Improvements Contract C-Plumbing , Itemized Proposal for- Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Wntteh in Words) DOLLARS CENTS DOLLARS CENTS C1 General Conditions&Site Mobilization � for ILS Dollars Cents Gas Service C2 for /LS Dpllars Cents Water Service C3 1 for /LS Dollars Cents C4 1 Building Plumbing Systems for !LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) ro WRITTEN IN WORDS ti O •cy NOTE: The Town of Southold reserves the right to increase,decrease or eliminate in its entire an or all items o g entirety Y prior to or w after award of the bid. ro Do 0 -n w 1'lic1hway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LIMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 - for /LS Dollars Cents D2 Underground Electric Service � for /LS Dollars Cents D3 Fiber Optic Line 1 for /LS ' Dollars Cents D4 Building Electrical&Communication Systems q for /LS Dollars Cents D5 Building Fire Alarm Systems ' i _ for /LS Dollars Cents 'rJ TOTAL BID Items(Add All Items) 0 •rs - 0 W Pa Dollars ens (Numecally) n ri � WRITTEN IN WORDS Cents UO ce NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. 0 w - a AUTHORIZED SIGNATURE PRINT NAME EP l TITLE V t CE P RAS lb,,,O-r DATE 1 l 1 l 0 1j ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SU-pp oL[1 ) ss.: On the 1( -day of K1O\,I E-1n 1�-EP, in the year 201ibefore me, the undersigned, personally appeared, F g-I C . A�r��� , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. 1 OTARY PUBLIC SusaN T.YOUNG Notary Public, state of New York 01Y06209293 Qualified in Suffolk County Term Expires: 7/27/20-1::-1 Proposal Package 13 of 13 Town of Southold BIDDER'S QUALIF'ICAT'ION STATE,MEINT The signatory of this questionnaire certifics under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: E,erc (amu,,,,gc/C vA<Corporation A Partnership or Entity FIRM NA�VIE:(�„�5r/��1c�on� d.i1SLL,L7 NT$ An Individual PRINCIPAL OFFICE: �IVFW N h AJ 7 II Ra/ PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE PAC--5. m�/JX-V/AAM STy,6A1Ty , &-t ,—G140 G C[C CTION' V"&Z L"21 C'_. +64&M y9cf S-I!Ok E-44 M a,116 I X&CTI o Al 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? /o List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded'to you?/1O .If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. /JD QS-1 5. Has your fiirin requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?if yes,please provide details. Alo 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Com letion %of Work 198S- A7-7-ACg-,5'6 QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supeivisors): Present Type of Work Position Years of For Which In What Individual's Name, Of Office Experience . Responsible Ca acit Sez A -r,4cFLieb 9. Do you have,or can you obtain,sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 36('R+5 m q w Al. 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? QS-3 13. Attach current state of financial conditions showing assets,liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW COUNTY OF SSLLFPduL ) ER_lC. 61 mu being duly sworn deposes and says that he is the V I C P� of aA&SW-L16-12-4pAl (2 -&AyW� actor and that answers to the foregoing questions and all statements therein contained are true and correct. ( re o per n who signe 1 Sworn to before me this _day of u V. 2015' Notary Public Commission Expiration Date: SUSAN T.YOUNG Notary Public,State of New York 01Y06209293 Qualified in Suffolk County Term Expires: 7/27/20 _ QS-4 ADDENDUM NO. 1 The undersigned hereby acknowledges receipt of the following Addenda: AddendumNo. Dated 1 11-6-2015 Signature ofperson,firm or corporation making this Proposal: (Contractor) (Title) P.O.Address: a& �a VE-1460,6 Ad 11901 Phone No.: '7 A`7- 6 6Q Dated: The full names and address of all persons interested in the Proposal or principals are as follows: Name Address E K I C 64W),)r-_ie I e6 yh6 0 A.&S � �,�C/�sy,, Al. �. ADDENDUM NO. 1 -Page 5 of 5 AGREEMENT THIS AGREEMENT, entered into thiskday of JDt&njtA,,, 2015, by and between the Town of Southold, New York ("the Town"), a municipal corporation organized and existing under the laws of the State of New York with offices at 53095 Main Road, Southold, New York, and ICE Electric, Inc. (the"Contractor"), with an address of 1655 Evergreen Drive, Cutchogue, NY 11935; WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall perform the following: DESCRIPTION OF WORK The Contractor shall perform all electrical work associated with the construction of a new Highway Maintenance Garage at the Highway/DPW Yard located at 275 Peconic Lane, Peconic, NY. All work shall be completed in accordance with the attached Bid Specifications, the Contractor's Bid Response and the Plans and Drawings entitled Town of Southold Highway Maintenance Garage and Site Improvements, drawn by L.K. McLean Associates, P.C., a copy of which is attached hereto and made a part hereof. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than two hundred and seventy (270) consecutive calendar days after the execution of this Agreement: Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the Contractor$187,000.00. ARTICLE 4. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. 1 (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000,000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than$2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three (3) days after the date of such accident. ARTICLE 5. BONDS Prior to the execution of this Agreement, the Contractor shall furnish to the Town a Performance Bond wherein the named obligee is the Town. The performance bond's purpose is to secure the faithful performance of the Agreement. The Bond amount shall be $187,000.00. The bond shall be executed by a surety company approved by the Town, authorized to do business in the State of New York and with an office or representative in Suffolk County, New York. The form shall be acceptable to the Town and shall have a term through the completion of services. As an alternative to the Performance Bond, the Contractor may furnish a certified check, bank draft, money order, or a standard form irrevocable letter of credit. Certified check, bank draft or money order must be made payable to the order of the Town. The standard form irrevocable letter of credit shall be in a form acceptable to the Town. In the event the Contractor secures a Performance Bond from any of its subcontractors, said bond shall also name the Town as a dual obligee. 2 In the event the Contractor fails to perform its obligations under this Agreement, the Town may terminate such agreement, and the Town may procure the services from other sources and hold the Contractor responsible for any excess costs incurred and deduct from payments owing to the Contractor and/or draw upon the Performance Bond as full or partial reimbursement for such excess costs. ARTICLE 6. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. J ARTICLE 7. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 8. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if: (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; 3 (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have,, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. ARTICLE 9. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work,whether or not the Contractor, its agents, or employees have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 10. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 11. NO ASSIGNMENT ,In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. 4 ARTICLE 12. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) - Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 13. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a part of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics, workingmen/women, or laborers employed on the work. ARTICLE 14. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on November 17, 2015. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. 5 ARTICLE 15. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk PO Box 1179 Southold,-NY 11971-0959 With a copy to: Michael Collins and James Richter Southold Town Engineer P.O. Box 1179 Southold, NY 11971-0959 To Contractor: Ben Benedihtsson ICE Electric Inc. 1655 Evergreen Drive Cutchogue, NY 11935 ARTICLE 16. WAIVER No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. ARTICLE 17. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. ARTICLE 18. APPLICABLE LAW This Agreement is governed by the laws'of the State of New York. 6 IN WITNESS WHEREOF, the parties hereto have caused these presents to be duly signed the day and year first above written. TOWN OF SOU OLD By: Scott A. Russell, Supervisor ICE ELECTRIC, INC. By: STATE OF NEW YORK) ) ss.. COUNTY OF SUFFOLK) On this,day of&&,M p in the year 2015 before me personally appeared SCOTT A. RUSSELL, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. ,, --rr,.- rdz� Notary Public LAUREN M STANDISH STATE OF NEW YORK) Notary Public, State of New York ss.: No.01ST6164008 Qualified in Suffolk County COUNTY OF SUFFOLK) Commission Expires April 9,2019 PA On the I day of CPQ�4— in the year 2015 personally appeared 2y dlk74C04 personally known to me or proved to me on the basis of satisfactory evidence to bet e individual whose name is_ ubscribed to the within instrument and acknowledged to me th e/ he executed the same i hi er capacity and that byd is er signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. N tary Public 7 MARY L. SILLECK Notary Public, State of New York No. 01 S 14984608 Qualified in Suffolk /� Commission Expires Julyly 29 29,, V` VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: D / ca OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: See AIV 41 /1IYI" If a non-publicly owned Corporation: CORPORATION NAME: - LIST PRINCIPAL STOCI'HOLDERS: (5%of outstanding shares) LIST OFFICERS AND DIRECTORS: NAMTITLE /�E W�LXnn ooaeouuuamnnouo�0��s��edm�tmaAueecnqu4u®aaaou4voaenoomecovuuoou®auaggoaeaaaa��euc If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL PID TO: VENDOR NAME: ADDRESS: CSG!_/Gx G 4 CONTACT: � TELEPHONE: '63l `7��-��� FAX: E-MAIL: Af v I ONLY if different- MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different- MAIL PAYM14 NT.TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: u Proposal Package 4 of 13 VENDOR NAME ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows-please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that:- 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose, of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any,firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission•of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation,,discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid,under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Signature&Company Position / /�DAY OF 20/_r Type Name&Company Position Company Name NOTARY PUBLIC DEBORAH H.VAN DOZER Date Signed Notary Public,State 01 New York No.OtVA6 861177 Suffolk Qualified in Suffolk County Federal I.D.Number Commission ExpiresApdi 28,66 v ,� l d Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: c- VENDOR ADDRESS: SS /fir TELEPHONE NUMBER- 631 VF;�--?3: FAX: The undersigned bidder has carefully cxamined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned,hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents A3 Unclassified Excavation&Grading 1 for AS Dollars Cents Budding Construction A4 1 for AS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents "+7 b4"Thick Concrete Sidewalk p A6 340 w w for /SF Dollars Cents n U0 CD Concrete Curb ov A7 70 0 for /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for. Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS A8 1 Septic System for AS Dollars Cents A9 30 Drainage System for /VF Dollars Cents A10 375 8"ADS Drainage Pipe for /LF TOTAL BASE BID Items(Add All Items) Dollars Cents Dollars Cents (Numerically) WRITTEN IN WORDS Alt 1 1 Resinous Flooring - b 0 a for /LS .yam Dollars Cents Fd NOTE. The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. oro CD 0 w Highway Maintenance Garage and Site Improvements ` Contract B-HVACitemized Proposal for: Town of Southold Highway Department LKMA#.13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS 61 General Conditions&Site Mobilization 1 for AS Dollars Cents 62 Budding Heating,Cooling and Ventilation Systems 1 for AS TOTAL BID Items(Add All Items) Dollars Cents Dollars Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. o - 0 0 y CD A� b w x m ov 0 0 -n w L Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Pnce Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 1 for 2S Dollars Cents Gas Service C2 1 for !LS Dollars Cents Water Service C3 1 for /LS Dollars Cents C4 Budding Plumbing Systems 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) by WRITTEN IN WORDS ~z - 0 0 ` NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or 0 W after award of the bid. w n x w oc CD 0 w ' Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKNIA#:13105.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General CZ ons Site Mobilization D1 1 n/0 27, for ��Y ((��" /LS Dollars Cents Underground Electnc Service D2 1 for "PLt� occ •/l� �L j / /f�v� CJ ,� 2jv Dollars Cents Fiber Optic Line D3 1 l l for-;7 ormed! �rJ uet'c...o� a�iCl.Ci �!u vi�/i-��! �0 /o� d o0 c' C� /'C�` ka Dollars Cents / � K�-c Building Electrical&Communication Systems j ���c U D4 1 far�h� "44." /�K �/�i, /l+�C? OV3-3 ooh Dollars Cents Building Fire Alarm Systems D5 1 for TGSCri?y AID oc f Dollars Cents ro TOTAL BID items(Add All Items) 0 o Qne Gi�., s� v /? o®c) c _ l It Dollars Cents (Numencally) WRn-rEN IN WORDS w NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or N) after award of the bid. 0 w AUTHORIZED SIGNATURE ��-- J PRINT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY 064 4� On the /' '- day of N & _ in the year 201Sbefore me, the undersigned, personally appeared, A�� ;/� y�. , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. VOTARY PUBLIC i DEBORAH H.VAN DUZER Notary Public Stateof(dewYork No.01VA61861 Qualified in Suffolk County Commission Expires April 28,'2016 i i Proposal Package 13 of 13 Town of Southold BIDDER'S QUALII+IVATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: x�iedd!//¢SSoh ,A Corporation ��f ��e�/r�� A Partnership or Entity FIRM NAME: -�yc An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE mer Z16. 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? /oo' % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? /VO.If so,note where and why. 4. Are there any claims,judgments,arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. AIL) QS-1 i 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five ye,x-?J£yes,please provide details. 6: List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telenhonc# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Tele hone# Amount Completion %of Work So C" Y-C 1-12v"'/S QS-2 8. List the constriction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Cqpacily /✓C��! ��C'� �"/'S��r -32 9. Do you have,or can you obtain, sufficient labor and equipment to commence work when fequired and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? z� QS-3 13. Attach current state of financial conditions showing assets,liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF G d wjoa ) COUNTY O;F� 61.14 k— ) ' -t `J � zti i 4sSo CS/ bein duly sworn deposes and says that he is the US of� 2— C, contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Sworn to before me this day of� 1 Notary Public Commission Expirtionate: ` DEBORAH H.VAN DUZER Notary public,State New York No.01 VA618 77 CommissiondExpiressAprriil28 66 QS-4 L..F�: 1VIcLEA10rAS,5'®CIATE,S',d'.� LINKA CONSULTING ENGINEERS 437 South Country Road,Brookhaven,N.Y. 11719 Phone(631)286-8668 Fax(631)286-6314 To: All Recipients From: Matthew Jedlicka co: Pages: 8 (including coversheet) Fax: Date: November 6,2015 Re., Town of Southold cc: Highway Maintenance Garage and Site Improvements Addendum No.I X Urgent ❑ For Review ❑Please comment X Please Reply ❑Please Recycle' •Comments Once you have received this please check the box and fax back to (631)286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. I have received Addendum No. 1 regarding the Maintenance Building and Site Improvements. Company Name: Authorized Signature: ti.,Date: 11-12-157 ADDENDUM NO.1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 , 11-6-2015 Signature of person,firm or corporation making this Proposal: (Contractor) Ze,7 �e (Title) � P.O.Address: Phone No.: 3 57eP 7 — 73 ,5.2 - Dated: The full names and address of all persons interested in the Proposal,or principals are as follows: Name Address i ADDENDUM NO. 1 -Page 5 of 5 AGREEMENT THIS AGREEMENT, entered into this dD*day off)�eef-be-r , 2015, by and between the Town of Southold, New York ("the Town"), a municipal corporation organized and existing under the laws of the State of New York with offices at 53095 Main Road, Southold, New York, and Diam-N-Blu Mechanical Corp. (the"Contractor"), with an address of 1165 Station Road, Medford,NY 11763; WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall perform the following: DESCRIPTION OF WORK The Contractor shall perform all heating, ventilation and air conditioning (HVAC) work associated with the construction of a new Highway Maintenance Garage at the Highway/DPW Yard located at 275 Peconic Lane, Peconic, NY. All work shall be completed in accordance with the attached Bid Specifications, the Contractor's Bid Response and the Plans and Drawings entitled Town of Southold Highway Maintenance Garage and Site Improvements, drawn by L.K. McLean Associates, P.C., a copy of which is attached hereto and made a part hereof. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than two hundred and seventy (270) consecutive calendar days after the execution of this Agreement. Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the Contractor$444,500.00. ARTICLE 4. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. 1 (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000,000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than$2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three (3) days after the date of such accident. ARTICLE 5. BONDS Prior to the execution of this Agreement, the Contractor shall furnish to the Town a Performance Bond wherein the named obligee is the Town. The performance bond's purpose is to secure the faithful performance of the Agreement. The Bond amount shall be $444,500.00. The bond shall be executed by a surety company approved by the Town, authorized to do business in the State of New York and with an office or representative in Suffolk County,New York. The form shall be acceptable to the Town and shall have a term through the completion of services. As an alternative to the Performance Bond, the Contractor may furnish a certified check, bank draft, money order, or a standard form irrevocable letter of credit. Certified check, bank draft or money order must be made payable to the order of the Town. The standard form irrevocable letter of credit shall be in a form acceptable to the Town. In the event the Contractor secures a Performance Bond from any of its subcontractors, said bond shall also name the Town as a dual obligee. In the event the Contractor fails to perform its obligations under this Agreement, the Town may terminate such agreement, and the Town may procure the services from other sources and hold the Contractor responsible for any excess costs incurred and deduct from payments owing to the Contractor and/or draw upon the Performance Bond as full or partial reimbursement for such excess costs. 2 ARTICLE 6. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. ARTICLE 7. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 8. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if: (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. 3 ARTICLE 9. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work, whether or not the Contractor, its agents, or employees have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 10. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 11. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. ARTICLE 12. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. 4 (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 13. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a part of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics, workingmen/women, or laborers employed on the work. ' ARTICLE 14. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on December 1, 2015. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. ARTICLE 15. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk PO Box 1179 Southold, NY 11971-0959 With a copy to: Michael Collins and James Richter Southold Town Engineer P.O. Box 1179 Southold, NY 11971-0959 5 To Contractor: Rob Belz Diam-N-Blu Mechanical Corp. 1165 Station Road Medford, NY 11763 ARTICLE 16. WAIVER No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. ARTICLE 17. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. ARTICLE 18. APPLICABLE LAW This Agreement is governed by the laws of the State of New York. IN WITNESS WHEREOF, the parties hereto have caused these presents to be duly signed the day and year first above written. TOWN OF SOUT LD By: � Scott A. Russell, Supervisor DIAM-N-BLU MECHANICAL CORP. By: <s- 6 STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) On thieday of0jaA)ft&L-in the year 2015 before me personally appeared SCOTT A. RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. Notary Public LAUREN M.STANDISH Notary Public,State of New York No.01 ST6164008 STATE OF NEW YORK Qualified in Suffolk County Commission Expires April 9,2019 ) ss.: COUNTY OF SUFFOLK) On the day of NLeMber- in the year 2015 personally appeared (Z�b personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. Notary Public JAICHAEL "ITABfLE Notary Public, State of NOW York NO. 01 AV6112567 -Qualified in Suffolk County, Commission Expires July 6, 2016 7 VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. Coo —PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID#: l a q Q 212z OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) 79oa "5f. L:?.- _AL (g&f[S ig nyEN) "D t tAt u o tM >VOKAL LIST OFFICERS AND DIRECTORS: NAME TITLE RoS SE Lots1 �E�r A& LAj;?..IU • GP...�E T�>�u x1 M 1"6q W0 no0e000aa�nooan�n����a�����eeouseemno®aen�ernesoa�n�a�ra�ou�woma�ooaaaeAu�pr��ao■ If a partnership: l / PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: 11 ( AM a Q - He l CAL ADDRESS: In -�Le�{� A�m 5I� ® � CONTACT: 0B TELEPI30NE: /b?)I- ZA(` 5 110 FAX:``. (!S E-MAIL: � '��Ao►.`�'1 X191 V��1 l ° N�1 ONLY if different- MAIL PURCHASE ORDER TO: ADDRESS: c ��j f.� TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different- MAIL PAYMENT TO: a ADDRESS: ou TELEPHONE: FAX: CONTACT: E-MAIL:- Proposal Package 4 of 13 VENDOR NAME:-7) A i I A A ASSUMED NAME CERTIFICATION 'kIf the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: /Y.A If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted-with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the fall nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATE,M1'ENT Bidder agrees as follows-please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHAL SQUALIFY BIDDEN. AU Z D SIGNATURE Proposal Package 5 of 13 AFFIDAVIT DAVIT OIC' NON-COLLUSION ON I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any, other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Signature&Company ositi -R®$ 36S1.�. ?MS IDE NT'. I T!__ or zo' Type Name&Company Position 10211 Company Name . VOTARY PUBLIC MIG14ML AVITAMLE ''Notery Parlbllc, State Of New York Date Signed .;NO. 01 AV6112567 «• qp Z,� , Quallfiead in Suffolk County Federal I D.Number CoMmission Expires July 6, 2016 Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: VENDOR ADDRESS: .. . Yo a le. , 16 71 TELEPHONE NUMBER: 190�L�6 d I9 O FAX: 2Z ,9- 37 t7 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated � T� ' 7 Zof� O � 5al 1 ES . Proposal Package 7 of 13 ` J Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department ® LIN/0 LKMA#:13108.000. Rid ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Word DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al l for /LS Dollars Cents A2 Site Preparation and Removals l for AS Dollars Cents A3 Unclassified Excavation&Grading 1 for /LS Dollars Cents A4 Budding Construction 1 for /LS Dollars Cents A5 4,000 8"Thick Reinforced Exterior Concrete Slab for /SF Dollars Cents 0 4"Thick Concrete Sidewalk - o A6 340 w _ for 'b /SF Dollars Cents ` x a� 0 Concrete Curb 00 A7 70 for !LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Departmentt�0 ®�/� LKIMA#:13108.000 A 61_ ITEM NO ESTIMATED 1-1 DESCRIPTION OF ITEM / UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS A8 Septic System 1 for ILS Dollars Cents A9 30 Drainage System for NF Dollars Cents A10 375 8"ADS Drainage Pipe for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) Dollars Cents (Numerically) - WRITTEN IN WORDS Alt 1 1 Resinous Flooring b 0 for o ILS EL Dollars Cents NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. as rn �o 0 w - Highway Maintenance Garage and Site Improvements Contract B-HVACItemized Proposal for: Town of Southold Highway Department LKMA#:13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS 81 General Conditions&Site� i Myobi�li►zationn, for 4 t�.�%/lTt4nVs*w Tj o)tk1 G�� /LS Dollars ��� Cents Building Heating,CTo ifng ani91 enl ation Systems Bz , ouRAlippr p FO INCTE�a tvE HvNU r� De,l1�� 14,�O 00 ® for /LS Dollars Cents �4#ma CQik% TOTAL BID Items(Add All Items) ouR vNoD Pea Fo m Nous o �Iq � 44 ®®o � �9� 4; Dollars Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. FuuDD NDit6 b C" . m 0 w Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department ` ' ' LKMA#:13103.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM /� UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 � for /LS Dollars Cents Gas Service C2 1 for /LS Dollars Cents C3 Water Service � for AS Dollars Cents C4 Building Plumbing Systems 1 ' for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) ,td 0 o NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid.- 0 id:0 w Highway Maintenance Garage and Site Improvements " Contract p-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13908.000 /3 a) ) ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 for ILS Dollars Cents D2 Underground Electric Service 1 for /LS Dollars Cents D3 Fiber Optic Line � for AS Dollars Cents D4 Building Electrical&Communication Systems � for ILS Dollars Cents D5 Building Fire Alarm Systems � for /LS Dollars Cents TOTAL BID Items(Add All Items) K 0 0 m Dollars Cents (Numerically) x WRITTEN IN WORDS eQ o C, NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in Its entirety any or all items prior to or N after award of the bid. 0 -n AUTHORIZED SIGNATTURE PRINT NAME Rob ��12-- TITLE �i �Cal DATE I�! 1-15 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF On the it' day of PWe� in the year 20t4-before me, the undersigned, personally appeared, 0&-r— , personally known to me or proved to me on the basis of satisfactory evidence to be the, individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed' the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC `1.4 CiH'15L AVITABtLE ;Notary Public, State of New York NO. 01 AV6112567 `F®ualified in Suffolk County ;,-Commission Expires July 6, 2016 AM1 Proposal Package 13 of 13 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth-and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: P z„ Co oration A Partnership or Entity FIRM NAME: (��(}(� j��ue(4/� An Individual PRINCIPAL OFFICE: llroxi csvm�l X1JIM 3 PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE Qfe- S. %b 662- V -9 - v •P dar es Dlm-Y. . �.� GepIfh p;MegVD 1. How many years has your organization been in business under its present business name? 2• You normally perform what percent of the work with your own forces? 90 % List trades that you organization normally performs below: tv it)IN14 S a xvc c-16 3. Have you ever failed to complete any work awarded to you? M0.If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. No QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. A/0 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Proj ect Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion Ni6r4"'_0 vbtol4�r Colle�.� P.�'C. �iZ6eAA64 7. List five major projects you organization has completed in the-past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of ,With Own Forces Name Telephone# Telephone# Amount Completion %of Work QS-2 r 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Res op nsible Ca acit J A MOS P o L- v Pd PM 3 1M C 0401 CAL, Noel C, PAA'. 4 N o v®Touy PH 3 ReCMW ic.9L *K tPH K(r t cit tf4VK , , 9. Do you have,or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? v � 10. Bank References: S lk coin X10 1o(la l MK_ 11. Trade Association Membership: A 14PEA 04cC,,4 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? f� , QS-3 13. Attach current state of financial conditions showing assets,liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. o STATE OF COUNTY OF -:r.3 ) ✓ �Z- being duly swo��rr��deposes and says that he is Pru s)Q )&O- vt- of }�Q w h�r-�� �� fti&T- contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person.w si d id) Sworn to before me this 'Z— day of NOU ,201 Notary Public Commissio pirati Date: " MICHAEL AV ABILE '-Notary Public, State of New York •A1O. 01 AV6112567 Quallf-ed in Suffolk County Commission Expires July 6, 2016 a ' QS-4 ADDENDUM NO. 1 -The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 i Signature of person,fum or corporation making this Proposal: Rte. Q- (Contractor) 11 (Title) .•.,-__ - P.O.Address: Phone No.: j �.�6 ­!c �( 0 Dated: The full names and address of all persons interested in the Proposal or principals are as follows: _ Name Address 13AYfOALr ;�iyA 'DVvtLAK -e'®orT. AlV. ADDENDUM NO. 1 -Page 5 of 5 AGREEMENT THIS AGREEMENT, entered into this day ofN&mW 2015, by and between the Town of Southold, New York ("the Town"), a municipal corporation organized and existing under the laws of the State of New York with offices at 53095 Main Road, Southold, New York, and Carter- Melence, Inc. (the"Contractor"),with an address of PO Box 907, Sound Beach, NY 11789; WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall perform the following: DESCRIPTION OF WORK The Contractor shall perform all plumbing work associated with the construction of a new Highway Maintenance Garage at the Highway/DPW Yard located at 275 Peconic Lane, Peconic, NY. All work shall be completed in accordance with the attached Bid Specifications, the Contractor's Bid Response and the Plans and Drawings entitled Town of Southold Highway Maintenance Garage and Site Improvements, drawn by L.K. McLean Associates, P.C., a copy of which is attached hereto and made a part hereof. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than two hundred and seventy (270) consecutive calendar days after the execution of this Agreement. Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the Contractor$238,000.00. ARTICLE 4. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. 1 (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000;000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than$2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three(3) days after the date of such accident. ARTICLE 5. BONDS Prior to the execution of this Agreement, the Contractor shall furnish to the Town a Performance Bond wherein the named obligee is the Town. The performance bond's purpose is to secure the faithful performance of the Agreement. The Bond amount shall be $238,000.00. The bond shall be executed by a surety company approved by the Town, authorized to do business in the State of New York and with an office or representative in Suffolk County, New York. The form shall be acceptable to the Town and shall have a term through the completion of services. As an alternative to the Performance Bond, the Contractor may furnish a certified check, bank draft, money order, or a standard form irrevocable letter of credit. Certified check, bank draft or money order must be made payable to the order of the Town. The standard form irrevocable letter of credit shall be in a form acceptable to the Town. In the event the Contractor secures a Performance Bond from any of its subcontractors, said bond shall also name the Town as a dual obligee. In the event the Contractor fails to perform its obligations under this Agreement, the Town may terminate such agreement, and the Town may procure the services from other sources and hold the Contractor responsible for any excess costs incurred and deduct from payments owing to the Contractor and/or draw upon the Performance Bond as full or partial reimbursement for such excess costs. 2 ARTICLE 6. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. ARTICLE 7. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 8. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if: (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. 3 ARTICLE 9. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work, whether or not the Contractor, its agents, or employees have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 10. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 11. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in-this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. ARTICLE 12. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. 4 (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 13. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a part of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics,workingmen/women, or laborers employed on the work. ARTICLE 14. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on November 17, 2015. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. ARTICLE 15. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk PO Box 1179 Southold,"NY 11971-0959 5 With a copy to: Michael Collins and James Richter Southold Town Engineer P.O. Box 1179 Southold, NY 11971-0959 To Contractor: Donald J. O'Hanlon Carter-Melence, Inc. PO Box 907 Sound Beach, NY 11789 ARTICLE 16. WAIVER No waiver of any breach of any.condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. ARTICLE 17. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. ARTICLE 18. APPLICABLE LAW This Agreement is governed by the laws of the State of New York. IN WITNESS WHEREOF, the parties hereto have caused these presents to be duly signed the day and year first above written. TOWN OF SOUT OLD By: _ 4, Z� Scott A. Russell, Supervisor CARTER-MELENCE, INC. By: 6 STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) On this 3d-day of in the year 2015 before me personally appeared SCOTT A. RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. r'-V1 /I -M ") h Notary Public LAUREN M STANDISH STATE OF NEW YORK Notary Public, State of New York No,01 ST6164008 ) ss.: Qualified in Suffolk County COUNTY OF SUFFOLK) Commission Expires April 9,2019 On the day of DWZae bf,4 in the year 2015 personally appeared �Qaatd' J Dha-nlov1 , personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that( she executed the same i Zher capacity and that byii' Ther signature on the instrument, the individual or the person upon w ose behalf of which the individual acted, executed the instrument. Notary Public MARY L. SILLECK Notary Public, State of New York No.01 S14984608 (qualified in Suffolk County Commission Expires July 29, 7 VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. ✓ PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY#: DATE OF ORGANIZATION: Lo eA 6 q IF APPLICABLE: DATE FILED: !o zo9- STATE FILED: If a non-publicly owned Corporation: v CORPORATION NAME: C&r r- M 0 enc e vn c LIST PRINCIPAL STOCKHOLDERS: (5% 1of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE Dona\e,ldew� �a�y''�`��.• n��-�lt� dice- ire ir1aA� �` ' mreaerrrrrrrrrrrrrrmmmmm©rarmmrrrrrrrrmrrrrrrrrrmreerrrrrmrrrmrmrrrrrrr■rrrrrrrr■ If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL DID TO: VENDOR NAME: ADDRESS:, �{ .Q • �on qo7 Soon& "t3 ar_ln W\./ mW CONTACT: ' &h I O W TELEPHONE: 0 31 -74q e 13-7 FAX: 6�{- 7y-Y-n Sc)-k E-MAIL: �-1 cm► @�o:r�ciy�,'i vie •��-� l ONLY if,different- MAIM,PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ' ONLY if different - MAIL PAYMENT TO: i ADDRESS: i i TELEPHONE: FAX: r CONTACT: E-MAIL: i " I Proposal Package 4 of 13 VENDOR ASSUMED NAME CERTIEICA`I'ION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows -please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZ SIGNATURE �ona1� �- 0+}�rx,�llovl, �v'eSidEu�}� Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the, final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, fiom that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of,this bid have been arrived at independently, without consultation, communication or agreement .for the purpose of restricting competition with any other contractor,•bidder or potential bidder. 2. Neither the price(s), nor the amount ofthisbid, have been disclosed to any other firm or person who is a bidder' or potential bidder on this project, and will not be so disclosed prior to bid opening. ; 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the.bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The-bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person.to submit a complementary bid., 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of ,materials, or services'from .any other firm or person, or offered, promised or paid cash or -anything of value to any firm or person,whether in connection with this or any other project, in consideration for an agreement or-promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or-be'en promised any subcontract or agreement regarding the sale of 1 materials or services to'any firm or.person, and has not been promised or paid cash or anything ` of value by any firm or person,'whether in connection with this or any project, in consideration for my,firm's submitting a complementary bid, or,agreeing to do so, on this project. T I have made a diligent inquiry of all members, officers,'employees, and agents of my firm with responsibilities relating.to the preparation, approval or submission 'of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation;discussion,agreement, collusion, act or other conduct inconsistent 1 with any of the,statements and representations made I in this affidavit. The person signin this bid,under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS S' nature&Company Po ition l 0 r -i 10- I r`e�al!�e I —� `DAY OF 20_L(;- Type Name&Company Position �JRIY. Company Name3LIC K)n . �rZ, p� 0 ©�ae�G4 11 Date Signed o;'' '`:'' ,•, Federal LD.Number Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: VENDOR ADDRESS:- Q. nx 907 &car Q leaak LA/ 11-79q TELEPHONE NUMBER: 63I 71414---O lad FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or,other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges�receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated 1 11100 i Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for }i\e– U t V`e —`1AAy\CA /LS 19r0oo OO 05'1760 DU J Dollars Nc Cents Site Preparation and Removals A2 1 for /LS oC0/000 00 oZa/000 OC> Dollars N a Cents Unclassified Excavation&Grading A3 1 0�00b O(> for�e v1 ��1b`Sc�vuQ /Ls 10 1'0D6 oo f Dollars k kQ Cents Building Construction A4 1 ©vlz \�\�\\� �rovr 't��i��v Scv t �f3 oovoo I, �f37,o0o oo for'-t-\A Sa v /LS i 71 Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,800 for 1_We.VO y / S_i)c� /SF �o tom, D Ilars Cents 4"Thick Concrete Sidewalk o A6 800 o for G t 4 G` Sev /SF9 7t G Ci O �v N Dollars Cents CD 0- fy oX, Concrete Curb < U� A7 70 ao for t Cc\1 e v1 PiGI /LF S� (O 3i `] 00 No o Dollars Cents �A LIJ Highway Maintenance Garage and Site Improvements Contract A=06nerai Construction Itemized Proposaf for: Town of Southold Highway Department LKMA#:13108.000 I NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS _CENTS DOLLARS CENTS b Generaf Conditions&Site Mobilization I Al for /L3 Dollars Cents j Site Preparation and Removals 4 A2 1 for /LS ars Cents Unclassi i Excavation&Grading A3 1 ' for /LS Dollars Cents Budding Construction A4 1 for /LS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for -/SF Dollars Cents . 0 4"Thick Concrete Sidewalk o A6 340 'v for b /$F Dollars Cents pr CD Concrete Curb 00 A7 70 0, for ' /LF w - Dollars Cents " See PS_Vl 5e rA Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for z�l� �y1 ��%� !LS ��J QCT oG {�j CC 00 Dollars P \;o Cents Drainage System A9 30 for F-1`� �rnG��e�� l�C t to I X NF iJ �?lei 00 j ,�-d O o Dollars �)a Cents 8"ADS Drainage Pipe A10 375 ` � SCI O U 1�� CC 7 VL- for �wy Z v�y� h�r 2 /LF 1 Ilars N o Cents TOTAL BASE BID Items(Add All Items) Sc\jeN� i-�1-t1�(�4 ed TuaQ`VY �Vl��s C Dollars $ 4 cents (Num(erically) WRITTEN IN WORDS Alt 1 Resinous Flooring \ f_ A �r �i� v 0JSGt, /LS ) Dollars N- Cents CD CD ti NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or a' " after award of the bid. 2! o � < Oc ro v� �p N O O "'y Vi W Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for. Town of Southold Highway Department LKMA#:13108.000 �NOESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System qg 1 for /LS Dollars Cents Drainage System Ag 30 for NF Dollar Cents ADS�-nage A10 375 8" for /LF Dollars ents TOTAL BASE BID Items'(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS Alt 1 1 Resinous Flooring b 0 a for /LS RL Dollars Cents NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. CD CD 14 0 Highway Maintenance'Garage and Site Improvements Contract B-HVAC Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM - UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS 61 General Conditions&Site Mobilization 1 for3ro V dive. 'i�IoyScLvtd rLs �+S, 0C)o 00 4!,000 00 Dollars t Ua Cents B2 1 Budding Heating,Cooling and Ventilation Systems ` , forFo", \A')'ldtred. ' yWe :'L'4 /Ls 6-f'a7C?c:� 71a t-W7 000 00 Dollars -t J.,Cents TOTAL BID Items(Add All Items) VO v7 0 Dollars & %'�/p Cents WRITTEN IN WORDS (Numerically) NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. o 0 0 y b A x oq ro ,oma - w Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Pnce Written in Words) - DOLLARS CENTS DOLLARS CENTS C1 1 General Conditions&Site Mobilization sa,V\-d /LS o?'''000 oD Dollars x o Cents C2 Gas Service 1 for '� ` .� 7Lno.)Sava /LS DOIDDD 00 TJOoa OU Dollars K Cents C3 Water Service 1 for M00 S Yj /LS 16i O oO Oil j6J000 0t:) Dollars CD Cents Building Plumbing Systems C4 1 r� / forOYle 1 �1C��FG� �i ►l{��NT",j ►y1ooS LS f �5RIG000O !gc3,000 0o 6 TOTAL BID Items(Add All Items) Dollars Cents Dollars a� Cents 0 Do _ (Numerically) ' d WRITTEN IN WORDS O n 0 NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or w after award of the bid. 'b sv n x ou c� 0 w - l l ) O 1 Highway Maintenance Garage and Site Improvements ' Conti-act D-Electrical Itemized Proposal for: Town of Sotithold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) - DOLLARS : CENTS DOLLARS CENTS D1 General Conditions&Site Mobilization 1 forT\jj P-V1`Flh �72 0,r �"AO-osCt," ILS 6L a�007 O CS I 'Dollars k-N Cents Underground Electric Service D2 1 - 00 O U forlWeIVAAA \ \V`e.� �-Vy QC-., LU ILS a`Z��060 00 Dollars A o. Cents Fiber Optic Line D3 1 fore-V1 t,Y�Oys ini� /LS (o)"006 Do to/000 oil Dollars kn Cents, D4 Building Electrical&Communication Systems 1 �p� @ fordl'1 V1Ul1—& =SIX Y)C- In S { f9{,(j 00 00 1poo O (; Dollars a Cents Building Fire Alarm Systems D5 7 n , � i ` ' t for.O,Ny\P 'L2 yl ho%j L V\a /LS 1 ��oC'b oU f q j00 0 b Dollars x Cents b TOTAL BID Items(Add All Items) o " o� L Y'P"`rf�'1 a � f�n (1' i At a -Se Un \-�a-w' ;:37:000CIO Dollars Cents x WRITTEN IN WORDS No (Numerically) NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior`to or t i after award of the bid.' •may w - I AUTHORIZED SIGNATURE PRINT NAME Maw TITLE c,\e u,.V DATE, ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OFss.: On the��day of �� in the year 2014 before me, the undersigned, personally appeared, 1m, tt{ -s. 0, 6,rn\oy, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose-name(s) 'is (are-),subscribed to the within instrument and acknowledged .to me that he/sho/they .executed the same in his/heeillheir capacity(ies), and that by his/hethei-r-signature(s) on the instrument, the individual(s), or the person 'upon behalf of which the individual(s) acted, executed the instrument. Np AR PUBLI Proposal Package 13 of 13 ' Town of Southold BMDER'S OUALI FICATION STATE,ME NT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY:bona,(JJ--04m 6 VA Corporation A Partnership or Entity FIRM NAME: C'a4er-Helene rn r. An Individual PRINCIPAL OFFICE: 104 Jew o V� a;i qo 7 -Sou-AJ fleaeA 11-199 PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSIONITRADE W7W4 C°ot\s:=rv�'1by� V cQ_p,(esucle��- ?� '� O'Aa.n\'rjn, Soliy\d-11-�W1 0-131 CprASAY cC�i a SeL�-e o r�1 Ccs rrne l 0'} v��ovt S o nil N N 7 I in I S--ro,+i oy, 1. How many years has your organization been in business under its present business name? a(o 2. You normally perform what percent of the work with your own forces? % List trades that you organization normally performs below: J 3. Have you ever failed to complete any work awarded to you? )o .If so,note where and why. 4. Are there any claims,judgments,arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? if yes, please provide details. No 0. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount COMM, Completion Restoration of Canoe Place Chapel $284,700.00 30% 01/16 (631)283-6000 Town of Southampton (631)283-1944 Jeffrey P.Gibbons Architect,P.C. Montauk Comfort Station Interior Renov. $56,000.00 20% 01/16 (631)324-4183 Town of East Hampton (631)907-0023 D.B.Bennett,P.E.,P.C. Town Hwy.Office Renovations $221,000.00 80% 12/15 (631)324-4183 Town of East Hampton (631)907-0023 D.B.Bennett,P.E.,P.C. New Roof at the Annex Building $721,116.00 03% 07/16 (631)265-2499 Hauppauge Fire District (63I)471-9500 Enspire Design Group,LLC 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work Mastic Beach Fire District $228,000.00 10/05/15 (631)281-9840; Richard Shure,R.A. (631)924-7272 East Northport Fire District $315,153.91 09/29/15 (631)261-1177, H2M architects+engineers (631)756-8000 Bridgehampton Fire District $613,197.00 07/09/15 (631)537-1909; Dominic LaPierre Architect (631)533-7349 Selah Lester House,Town of East Hampton $327,113.00 05/29/14 �+ (631)324-4183; D.B.Bennett,P.E.,P.C. (631)907-0023 Storage Building,Suffolk County D.P.W. $335,639.00 11/06/13 (631)852-4230 Apparatus Bay Alterations,West Islip Fire District $415,736.62 1/30/13 (631)661-6440; Martin F.Sendlewski,AIA (631)727-5352 QS-2 . u 5. Has your firm requested arbitration or filed any lawsuits_with regard to construction contracts within the last five years?If yes,pleasc provide details. Na 6. List the major construction projects your organization has underway at this date: _ Name of Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion J 7. List five major projects you organization has completed in the past five years: Name of Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion %of Work QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Ex crience Responsible Ca acit Donald• OIkkVI IWO -Pres i deo �>9 �eoxs r e,-Y,SAE-r.l CA4-v2 *,Y\ak&O,-C� 1�°`��'�k 'O���in�on, v ►cam 1 S . - 3 7 Q6,rS enc 9. Do you have, or can you obtain,sufficient labor and equipment to commence work when required and complete the work within the Contract Time? e 5 10. Bank References: S 11. Trade Association Membership: 146.(-5 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? o QS-3 J 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the,required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF e,W qo ) COUNTY OF TtwcO h S• o'A0.Mol being duly sworn deposes and says that he is the 74 n-rz� kenof0" p 1w a-1-n c.contractor and that answers to the foregoing questions and all statements therein contained are true and correct. c � (Signature of person who signed bid) :Do mW 3'.01 JA#-v►ton, '�resid ev,,.F Sworn to before me this I A-� day of Ned ,2015 Notary Public Akj4V Commission ExpiratiDate: 05/111)1 entry 10.Wchq i Motary r-ubl;e- VJ-. ' 497R717 QUaIM,:,::_. , s�+�oIkcz-"y t C©raMics'soa Gx;;:rw G J9109'-0(01 ti QS-4 f L.K. cLEANASSOCIA TES, P C. LIE&A CONSULTING ENGINEERS 437 South Country Road, Brookhaven,N.Y. 11719 Phone(631) 286-8668 Fax(631) 286-6314 J Flax., To: All Recipients From: Matthew Jedlicka Co: Pages: 8 (including coversheet) Fax: Date: November 6, 2015 Re: Town of Southold CC: Highway Maintenance Garage and Site Improvements Addendum No. 1 X Urgent ❑ For Review ❑Please Comment X Please Reply ❑Please Recycle •Comments Once you have received this please check the box and fax back-to (631)286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. E2(I have received Addendum No. 1 regarding the Maintenance Building and Site Improvements. Company Name: Ca-0,Q-c- Q,Vevi cam. Authorized Signature: a � Date: 1 t a- ADDENDUM NO. b 1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person,firm or corporation making this Proposal: Ce,aer- xy)e�ey\�� c. (Contractor) O'V�a.Y\lor, (Title) P.O.Address: I'D. �b6X 9)7 Phone No.: Dated: The full names and address of all persons interested in the Proposal or principals are as follows: Name Address �dna --T. o1{- lo„, Pres l'•O- 'Box 90-7, SOUYnr9. ec�r,C� ��1 II7g�1 y'Icq_W6 P,n. fax 907, SouYx& fes- earA tiV 117$1 Co rme� o�l ►����� SeCtr� pry �,O l q�7. So.,nr,� Y�ect�� N� 1179J ADDENDUM NO. 1 -Page 5 of 5 WILLIAM M.DUFFY SCOTT A.RUSSELL SOWN ATTORNEY ®��QF SO(/Ty®l Supervisor bill.duffy@town.southold.ny.us Town Hall Annex, 54375 Route 25 STEPHEN F.KIELY P.O.Box 1179 ASSISTANT TOWN ATTORNEY v, Southold,New York 11971-0959 stephen.kiely@town.southold.ny.us � LORI M.HULSE CoUNTTelephone(631) 765-1939 �'� `(,� Facsimile (631) 765-6639 ASSISTANT TOWN ATTORNEY lori.hulse@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY RECEIVED TOWN OF SOUTHOLD JAN - 5 2016 MEMORANDUM Southold Town Clerk To: Ms. Lynda Rudder, Deputy Town Clerk From: Mary Silleck Secretary to the Town Attorney Date: December 30, 2015 Subject: Plumbing Contract New Highway Maintenance Building 275 Peconic Lane, Peconic, NY I am enclosing the original bond and insurance documents for Construction Consultants and Ice Electric and copies of bond and insurance documents for Diam N Blue and Carter-Melence, Inc. Once I receive the original bond for Carter-Melence, Inc. I will forward to you . If you have any questions, please do not hesitate to call me. Thank you for your attention. /ms Enclosure —Actlt2 `�— ` 4 1 t RECEIVED CARTER-MELSNCE ING JAN a 4 tots CONTRACTORS TeWN , p 104 New York Avenue, P.O. Box 907, Sound Beach, NY 11E (631) 744-0127 Fax: (631) 744-0528 Email: 4cmi@optonline.net LETTER OF TRANSMITTAL Date: December 31, 2015 To: Town of Southold Town Hall Annex Re: Plumbing Contract 54375 Route 25 New Highway Maintenance Building P.O. Box 1179 275 Peconic Lane, Peconic,NY Southold,NY 11971 Attn: Ms. Mary Selleck Secretary to the Town Attorney ENCLOSED PLEASE FIND THE FOLLOWING: (1) Performance Bond and Payment Bond No. NRIFSU0654688 r Signed: May Mich .nd, Office Manager THE AMERICAN INSTITUTE OF ARCHITECTS Premium Amount Based on Final Contract Amount Bond No. NRIFSU0664688 AIA Document A312 Performance Bond Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable CONTRACTOR(Name and Address): SURETY(Name and Principle Place of Business): CARTER-MELENCE, INC. International Fidelity Insurance Company 104 New York Ave. One Newark Center Sound Beach, NY 11789 Newark, NJ 07102 OWNER(Name and Address): Town Of Southold 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: / / Amount: $238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Description (Name and Location): Southold Highway Maintenance Building,275 Peconic Lane, Peconic, NY 11958, Contract C-Plumbing. BOND Date(Not earlier than Construction Contract Date): December 2nd, 2015 Amount.$238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Modifications to this Bond: [X] None r See Page 3 CONTRACTOR AS,PRINCIPAL SURETY COMPANY: (Corporl a Seal COMPANY: (Corporate Sea]) CARTE NCS, , International Fideli In r nce Co pang _ =1 Signature Signature: ' Name and Title Donald J. O'Hanl n Name and Title. President Edmund J. Bergassi ,Attorney-in-Fact _ (Any additional signatures appear on page 3) FOR INFORMATION ONLY-Name,Address and Telephone OWNER'S REPRESENTATIVE(Architect,"'' AGENT OR BROKER: or Engineer or other party): BERGASSI GROUP LLC 35 Portman Road New Rochelle,NY 10801 1. The Contractor and the Surety,jointly and severally, reasonable promptness under the circumstances: AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 j THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 bind themselves,their heirs,executors,administrators, .1 After Investigation,determine the amount for which It may be successors,and assigns to the Owner for the performance liable to the Owner and,as soon as practicable after the amount is of the Construction Contract,which is incorporated herein determined,tender payment therefor to the by reference Owner,or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation 5. If the Surety does not proceed as provided in Paragraph under this Bond,except to participate in conferences as 4 with reasonable promptness,the Surety shall be deemed provided in Subparagraph 3 1 to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety 3. If there is no Owner Default,the Surety's obligation demanding that the Surety perform its obligations under under this Bond shall arise after. this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as 3.1 The Owner has notified the Contractor and the provided In Subparagraph 4.4,and the Owner refuses the Surety at Its address described in Paragraph 10 below payment tendered or the Surety has denied liability,In that the Owner is considering declaring a Contractor whole or in part,without further notice the Owner shall be Default and has requested and attempted to arrange a entitled to enforce any remedy available to the Owner. conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such 6. After the Owner has terminated the Contractor's right notice to discuss methods of performing the Construc- to complete the Construction Contract,and if the Surety tion Contract. If the Owner,the Contractor and the elects to act under Subparagraph 4.1,4.2,or 4 3 above, Surety agree,the Contractor shall be allowed a reason- then the responsibilities of the Surety to the Owner shall able time to perform the Construction Contract,but not be greater than those of the Contractor under the such an agreement shall not waive the Owner's right,if Construction Contract,and the responsibilities of the any,subsequently to declare a Contractor Default,and Owner to the Surety shall not be greater than those of the Owner under the Construction Contract To the limit of the 3.2 The Owner has declared a Contractor Default and amount of this Bond,but subject to commitment by the formally terminated the Contractor's right to complete Owner of the Balance of the Contract Price to mitigation of the contract Such Contractor Default shall not be de- costs and damages on the Construction Contract,the Sure- clared earlier than twenty days after the Contractor and ty is obligated without duplication for. the Surety have received notice as provided in Sub- paragraph 3 1;and 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- 3.3 The Owner has agreed to pay the Balance of the tion Contract; Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor 6.2 Additional legal,design professional and delay selected to perform the Construction Contract In accor- costs resulting from the Contractor's Default,and re- dance with the terms of the contract with the Owner. suiting from the actions or failure to act of the Surety under Paragraph 4;and 4. When the Owner has satisfied the conditions of Para- 6.3 Liquidated damages,or If no liquidated damages graph 3,the Surety shall promptly and at the Surety's ex- are specified In the Construction Contract,actual dam- pense take one of the following actions, ages caused by delayed performance or non-perfor- mance of the Contractor. 4.1 Arrange for the Contractor,with consent of the Owner,to perform and complete the Construction 7. The Surety shall not be liable to the Owner or others for Contract;or obligations of the Contractor that are unrelated to the Con- struction Contract,and the Balance of the Contract Price 4.2 Undertake to perform and complete the Construc- shall not be reduced or set off on account of any such tion Contract itself,through Its agents or through inde- unrelated obligations. No right of action shall accrue on pendent contractors;or this Bond to any person or entity other than the Owner or Its heirs,executors,administrators,or successors. 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a 8. The Surety hereby waives notice of any change,includ- contract for performance and completion of the Con- Ing changes of time,to the Construction Contract or to struction Contract,arrange for a contract to be pre- related subcontracts,purchase orders and other obliga- pared for execution by the Owner and the contractor tions. selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a 9. Any proceeding, legal or equitable, under this Bond qualified surety equivalent to the bonds Issued on the may be Instituted in any court of competent jurisdiction In Construction Contract,and pay to the Owner the the location in which the work or part of the work is located amount of damages as described in Paragraph 6 In ex- and shall be Instituted within two years after Contractor cess of the Balance of the Contract Price incurred by the Default or within two years after the Contractor ceased Owner resulting from the Contractor's default;or working or within two years aftter the Surety refuses or falls to perform its obligations under this Bond,whichever oc- 4.4 Waive its rights to perform and complete,arrange curs first If the provisions of this Paragraph are void or for completion,or obtain a new contractor and with prohibited by law,the minimum period of limitation avail- AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 2 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by shall be applicable the Owner In settlement of Insurance or other claims for damages to which the Contractor is entitled,re- 10. Notice to the Surety,the Owner or the Contractor shall duced by all valid and proper payments made to or on be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con- nature page tract. 11. When this Bond has been furnished to comply with a 12.2 Construction Contract. The agreement between statutory or other legal requirement in the location where the Owner and the Contractor Identified on the sig- the construction was to be performed,any provision in this nature page, Including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall 12.3 Contractor Default* Failure of the Contractor, be deemed incorporated herein. The intent is that this which has neither been remedied nor waived,to per- Bond shall be construed as a statutory bond and not as a form or otherwise to comply with the terms of the common law bond. Construction Contract. 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner,which has neither been remedied nor waived,to pay the Con- 12.1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to payable by the Owner to the Contractor under the perform and complete or comply with the other terms Construction Contract after all proper adjustments thereof have been made, including allowance to the Con- MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company. (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title Address: Address: AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D C 20006 THIRD PRINTING-MARCH 1987 THE AMERICAN INSTITUTE OF ARCHITECTS to Bond No. NRIFSU0654688 AIA Document A312 Payment Bond Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principle Place of Business): CARTER-MELENCE, INC. International Fidelity Insurance Company 104 New York Ave. One Newark Center Sound Beach, NY 11789 Newark, NJ 07102 OWNER(Name and Address): Town Of Southold 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: / / Amount: $238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Description (Name and Location): Southold Highway Maintenance Building,275 Peconic Lane, Peconic, NY 11958, Contract C-Plumbing. BOND Date (Not earlier than Construction Contract Date): December 2nd, 2015 Amount. $238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Modifications to this Bond: x None See Page 6 CONTRACTOR AS,PRINCIPAL SURETY COMPANY: (Corporate S al) COMPANY: (Corporate Seal) CARTER- M-,E;INC � International Fideli ns ance Company Signature: Signature: Name and Tit Donald J. 0'Han n Name and Title: dr— President Edmund J. Bergassi,Attorney-in-Fact (Any additional signatures appear on page 6) FOR INFORMATION ONLY-Name,Address and Telephone OWNER'S REPRESENTATIVE (Architect, AGENT OR BROKER: Engineer or other party): BERGASSI GROUP LLC 35 Portman Road New Rochelle,NY 10801 1. The Contractor and the Surety,jointly and severally, 6. When the Claimant has satisfied the conditions of AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 4 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.0 20006 THIRD PRINTING-MARCH 1987 bind themselves,their heirs,executors,administrators, Paragraph 4,the Surety shall promptly and at the successors,and assigns to the Owner to pay for labor, Surety's expense take the following actions: materials and equipment furnished for use in the perfor- 6.1 Send an answer to the Claimant,with a copy to mance of the Construction Contract,which is incorpo- the Owner,within 45 days after receipt of the claim, rated herein by reference 2. With respect to the Owner,this obligation shall be stating the amounts that are undisputed and the basis null and void if the Contractor for challenging any amounts that are disputed 2.1 Promptly makes payment,directly,or indirectly, 6.2 Pay or arrange for payment of any undisputed for all sums due Claimants,and amounts. 7. The Surety's total obligation shall not exceed the 2.2 Defends,Indemnifies and holds harmless the amount of this Bond,and the amount of this Bond shall be Owner from claims,demands,liens or sults by any credited for any payments made In good faith by the Surety person or entity whose claim,demand,Igen or suit is 8. Amounts owed by the Owner to the Contractor under for the payment for labor,materials,or equipment fur- the Construction Contract shall be used for the perfor- nished for use In the performance of the Construction mance of the Construction Contract and to satisfy claims, Contract,provided the Owner has promptly notified if any,under any Construction Performance Bond. By the Contractor and the Surety(at the address the Contractor furnishing and the Owner accepting this described in Paragraph 12)of any claims,demands, Bond,they agree that all funds earned by the Contractor liens,or suits and tendered defense of such claims, In the performance of the Construction Contract are demands,liens or sults to the Contractor and the dedicated to satisfy obligations of the Contractor and Surety,and provided there is no Owner Default. the Surety under this Bond,subject to the Owner's prior- 3. With respect to Claimants,this obligation shall be ity to use the funds for the completion of the work. null and void If the Contractor promptly makes pay- 9. The Surety shall not be liable to the Owner,Claimants ment,directly or indirectly,for all sums due or others for obligations of the Contractor that are unrelat- ed to the Construction Contract. The Owner shall not be 4. The Surety shall have no obligation to Claimants liable for payment of any costs or expenses of any Claim- under this Bond until, ant under this Bond,and shall have under this Bond no obli- 4.1 Claimants who are employed by or have a direct gations to make payments to,give notices on behalf of,or contract with the Contractor have given notice to the otherwise have obligations to Claimants under this Bond. Surety(at the address described in Paragraph 12)and 10. The Surety hereby waives notice of any change, sent a copy,or notice thereof,to the Owner,stating Including changes of time,to the Construction Contract that a claim is being made under this Bond and,with or to related subcontracts,purchase orders and other obligations substantial accuracy,the amount of the claim. 11. No suit or action shall be commenced by a Claimant 4.2 Claimants who do not have a direct contract under this Bond other than In a court of competent juris- with the Contractor: diction In the location in which the work or part of the .1 Have furnished written notice to the Con- work is located or after the expiration of one year from the tractor and sent a copy,or notice thereof,to date(1)on which the Claimant gave the notice required by the Owner,within 90 days after having last performed labor or last furnished materials or Subparagraph 4 1 or Clause 4 2.3,or(2)on which the last equipment Included In the claim stating,with labor or service was performed by anyone or the last mate- substantial accuracy,the amount of the claim rials or equipment were furnished by anyone under the Con- and the name of the party to whom the struction Contract,whichever of(1)or(2)first occurs. If the materials were furnished or supplied or for provisions of this Paragraph are void or prohibited by law, whom the labor was done or performed;and the minimum period of limitation available to sureties as a .2 Have either received a rejection in whole or defense In the jurisdiction of the suit shall be applicable. in part from the Contractor,or not received 12. Notice to the Surety,the Owner or the Contractor within 30 days of furnishing the above no- shall be mailed or delivered to the address shown on the tice any communication from the Contractor signature page. Actual receipt of notice by Surety,the by which the Contractor has Indicated the Owner or the Contractor,however accomplished,shall claim will be paid directly or Indirectly;and be sufficient compliance as of the date received at the .3 Not having been paid within the above 30 address shown on the signature page. days,have sent a written notice to the Surety 13. When this Bond has been furnished to comply with a (at the address described In Paragraph 12)and statutory or other legal requirement In the location where sent a copy,or notice thereof,to the Owner, the construction was to be performed,any provision In this stating that a claim Is being made under this Bond conflicting with said statutory or legal requirement Bond and enclosing a copy of the previous shall be deemed deleted herefrom and provisions con- written notice furnished to the Contractor. forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent Is that this 5. If a notice required by Paragraph 4 Is gven by the Owner to the Contractor or to the Surety,that is sufficient compliance. Bond shall be construed as a statutory bond and not as a Construction Contract,architectural and engineering common law bond. services required for performance of the work of the AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 $ THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE,N W.,WASHINGTON D C 20006 THIRD PRINTING-MARCH 1987 Contractor and the Contractor's subcontractors,and 14. Upon request by any person or entity appearing to be a all other items for which a mechanic's Igen may be potential beneficiary of this Bond,the Contractor shall asserted in the jurisdiction where the labor,materials promptly furnish a copy of this Bond or shall permit a copy or equipment were furnished to be made. 15.2 Construction Contract: The agreement between 15. DEFINITIONS the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and 15.1 Claimant: An individual or entity having a direct changes thereto. contract with the Contractor or with a subcontractor of the Contractor to furnish labor,materials or equip- 15.3 Owner Default. Failure of the Owner,which has ment for use in the performance of the Contract. The neither been remedied nor waived,to pay the Con- intent of this Bond shall be to Include without limita- tractor as required by the Construction Contract or to tion In the terms"labor,materials or equipment"that perform and complete or comply with the other terms part of water,gas,power,light,heat,oil,gasoline, thereof. telephone service or rental equipment used In the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 1. Amend paragraphs 4.1 and 4.2.3 dealing with notice to the surety by adding at the end of each paragraph"and furnished to surety an explanation of the claim and copies of documents on which the Claimant relies to support the claim." 2. Amend paragraph 5 by changing"or"to"and"so it reads: 5. If a notice required by paragraph 4 is given by the Owner to the Contractor and to the Surety that is sufficient compliance. 3. Paragraph 6 above is deleted in its entirety and the following is substituted in Its place: 6. When the claimant has satisfied the conditions of paragraph 4 and has submitted any additional supporting documentation, and any sworn proof of claim, requested by the Surety,the Surety shall,within a reasonable.period of time,which shall not be less than 45 days, respond too the Claimant and offer to pay or arrange for payment of any undisputed amount; provided, however,that the failure of the Surety to fully and/or timely discharge its obligations under this paragraph or to dispute or identify any specific defense to all or part of a claim shall not be deemed an admission of liability by the Surety or otherwise constitute a waiver of any rights or defenses the Contractor and/or Surety may have or acquire as to such claim, including,without limitation,any right to dispute such claim. In no event shall the Surety liability to any claimant under this Bond exceed the sum properly due such claimant. (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title- Address: Address AIA DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 6 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 ACKNOWLEDGEMENT OF PRINCIPAL,IF A CORPORATION STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) On the 3rd day of Dec. in the year 2015 ,before me personally came Donald J. O'Hanlon to me known,who,being by me duly sworn, did depose and say that(&)he resides at Miller Place, NY that he/she is the President of CARTER- MELENCE,INC. ,the corporation described in and which executed the above instrument; and that he/she-signed her/his name thereto by order of the Board of Directors of said corporation. f Mary C.W11011ne Notary Public No.497,9717 Qualified In suteoN(County ACKNOWLEDGEMENT OF PRINCIPAL,IF A PARTNERSHIP STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be a member of the firm , described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF AN INDIVIDUAL STATE OF ) ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same. Notary Public ACKNOWLEDGEMENT OF SURETY i STATE OF NEW YORK ) COUNTY OF WESTCEIESTER)ss; On the 2nd day of December in the year 2015 ,before me personally came Edmund J.Bergassi to me known,who,being by me duly sworn, did depose and say that he/she resides at Eastchester,,NY ,that he/she is the Attorney-in-Fact of International Fidelity Insurance Company ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. P/O".t , Notary Public PATRICIA A MALONEY Notary Public,State of NmYork No.011`0054561 ,.a Qualified in sAlestciieste►County a "Commission Expires October 23,20X INTERNATIONAL FIDELITY INSURANCE COMPANY ONE NEWARK CENTER,20TH FLOOR,NEWARK,NEW JERSEY 07102-5207 STATEMENT OF ASSETS,LIABILITIES,SURPLUS AND OTHER FUNDS AT DECEMBER 31,2014 ASSETS Bonds(Amortized Value) ... . .......... ......... ....... ...... $75,841,012 Common Stocks(Market Value) ................................ 30,956,237 Mortgage Loans on Real Estate ................................. 1,638,103 Cash,Bank Deposits&Short Term Investments .. ................... 54,886,371 Other Invested Assets ........ ....... ............. ........... 276,378 Unpaid Premiums&Assumed Balances .. ........................ 17,470,611 Reinsurance Recoverable from Reinsurers . .................... .... 4,296,604 Electronic Data Processing Equipment............................ 262,514 Investment Income Due and Accrued .... ........................ 397,349 Current federal&foreign income tax recoverable&interest thereon ...... 2,449,803 Net Deferred Tax Assets ..................................... 2,545,153 Health Care and Other Amounts Receivable ...................... 59,790 Receivables from Parent,Subsidiaries&Affiliates ................... 329,806 Other Assets ...................... ........................ 18,732,118 TOTAL ASSETS ... ................................ $210.141.849 LIABILITIES.SURPLUS&OTHER FUNDS Losses(Reported Losses Net as to Reinsurance Ceded and Incurred But Not Reported Losses) ..................... ......... $845,550 Reinsurance Payable on Paid Losses and Loss Adjustment Expenses ...... 2,139,589 Loss Adjustment Expenses .. .......... ........................ 3,932,838 Commissions Payable,Contingent Commissions&Other Similar Charges.. 233,356 Other Expenses(Excluding Taxes,Licenses and Fees) ................. 4,274,654 Taxes,Licenses&Fees(Excluding Federal Income Tax) ............... 393,950 Unearned Prenuums ........................................ 33,758,516 Dividends Declared&Unpaid:Policyholders.. ..................... 800,000 Ceded Reinsurance Premiums Payable ........ ................ ... 4,027,833 Funds Held by Company under Reinsurance Treaties............ ..... 1,031 Amounts Withheld by Company for Account of Others ............... 69,720,057 Provision for Reinsurance..................................... 1,186 Payable to Parent,Subsidiaries and Affiliates....................... 101,528 Other Liabilities ........................................... 6,004,649 TOTAL LIABILITIES ............................ $126.234.737 Common Capital Stock....................................... $1,500,000 Gross Paid-in&Contributed Surplus............... ......... ..... 374,600 Surplus Notes ........................................... 16,000,000 Unassigned Funds(Surplus)................................... 69,649,027 Less:Treasury Stock at cost(83,880 shares common)(value incl.$45.) ..... 3,616,515 Surplus as Regards Policyholders ................... $83,907,112 TOTAL LIABILITIES,SURPLUS&OTHER FUNDS...... $210.141.849 I,Francis L.Mitierhoff,President of INTERNATIONAL FIDELITY INSURANCE COMPANY,certify that the foregoing is a fair statement of Assets,Liabilities,Surplus and Other Funds of this Company,at the close of business,December 31,2014, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New jersey. %ITY IHJ IN TESTIMONY WHEREOF,I have set my hand and affixed the G aR4t��i seal of the Company,this 23rd day of February,2015. c SEAL „ 19INTERNATIONAL FIDELITY INSURANCE COMPANY r y 64 n JE tf'r` i -a.7r'�1r.���z >.{ tt•• '{!{'yi\!� ';jy.. 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' 'INTERNATIONAL FtDEL''ITY'1NSURANCE C0MPANY-,r.a- E' -Ab2tG,HENY�0ASUALTY`COM'PANY" ONE'NEWARK"CENTER,20TH FLOOKNEWARK,-NEW JERSEY 07102-5207 KNOW ALL MEN BY THESE PRESENTS:" That INTERNATIONAL FIDELITY INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Jersey,'and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania,having their principal office in the City of Newark,New Jersey,do hereby constitute and appoint EDMUND J, BERGASSI New Rochelle, NY. their true and lawful attorneys)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required orpermitted by law,statute,rule,regulation,contract'or otherwise and the execution of such instruments) in pursuance of these presents,shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney Is executed;and'may be revoked, pursuant to and by authority of the By-Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted,under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY ata meeting duly held on the 20th day of July,2010 and by the Board of Directors of ALLEGHENY CASUALTY COMPANY at a meeting duly held on the 15th day of August,2000: "RESOLVED,that f 1 the President;Vice President Executive Vice President or Secretary.of the Corporation shall have the power to appoint,and to revoke the appointments of,Attorneys-in-Fact or agents wit}i power and authority as defined or limited in their respective powers of attorney,and to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto;' and(2)any such Officers of the Corporation may appoint and revoke the appointmenfs of joint-control custodians,agents for acceptance of process,and Attomeys-in-fact with authority'to execute waivers and consents on behalf of the Corporation;and (3)the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of•atfomey or certification given for the execution of any bond,undertaking recognizance, contract of indemnity or other written obligation.in the nature thereof-or related thereto,such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation'as theoriginalsignature of such officer'and the original seal of the th Corporation,to be valid and binding upon e Corporation with the same force and effect as though manually affixed" IN WITNESS,WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March,2012. t .MTV STATE OF NEW JERSEY GAi rr p a 10P County of Essex 'SEAL 11" 1936 1904 91� ROBERT W.MINSTER. ,o�_ P Executive Vice President/Chief Operating Officer `nNSYLIN (Intemational Fidelity Insurance Company) and President(Allegheny Casualty Company) On this 12th day of March 2012, before me came the individual who executed the preceding Instrument,to me personally known,and, being by me duly sworn, said he is, the therein described and authorized officer of INTERNATIONAL•FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY-WHEREOF, I have hereunto set m hand affixed my Official Seal, at the City of Newark,New Jersey the day and year first above written. OARQtj O NOTARY' PUBLIC * * A NOTARY PUBLIC OF NEW JERSEY My Commission Expires Nov.21,2015 _VVJE CERTIFICATION I,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws of said Companies is_zet forth'Wsaid Power of Attomey, with the originals on file in the home office of said-,companies, and that the same are correct trahscripts thereof,"and,Gf'the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. „ IN TESTIMONY WHEREOF, I have hereunto set my hand this 2nd day of December, 2015_,`,',"' ^ '_MARIA BRAN I s stanf_ g`- - 'eti>;' ,• _ - ��4`:;� `:;.�'_ '..` t, _ COy,As ) Secretary�.�..?-��'�>.'-1c-a.:'•:? =�i�"�;�5,< ��= - -is :i.. - _ '.n � �if..s%r.•,(.y7a •.�• ,i`•' r!, i'1 .J.. vy.....if.,ds.:Y�i.'=o z~-1.�.j '_R-<s��iJn. 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I sic:_;. �,1 rl";..• 3••��,/7' ., �` k„(' .CS; S �'•:y�'�.`ti� rra>f�_, �;y apt 5' ]%f.,5�)'ISs.=:aT ✓�"'f.�C�'i's. ,�:�:'�I�TY-:l7'�p;','-S.,'•`�.^r��' .t�k .9J`/(�.�7 Imo. ,': �:� u'j:;:r,:::.{<`• �4^4.5��.-• ,�`.'�Y t•'/.-,'ter �•.tn' '4�'�•''".`.' �''��•'�'. �v^7'. ,{^ 4t .'2s:%.;�,�Y s!_,�+-3i,i{S\as z/��>�•,5;;-�.,c`^�,•('�tir� y!��>: �!` 'Y�'a'Jti., �o _a%:�t4.�.'.��•J„��%:;1.•�' �'�'....l�`;�..'c'C'r.�c:•: �!'"`4: {,25i .`t.•,<ta'�.�:f. S=x��.�C,.�„}�,-'�*`�':"4° 9�J .Y'r.. ... ..t;: n Y:Lti�.,�":,�,rc:.�r..;X�,"'1.„.�„.1..3T,.. r:�tii'w'a•..,,f7�L`.<'-i-��f i��t"'.:��r��G.rr,,..,.:�1=,r._�.=t»:�.,..�>��'iYl`e..Z__rc`-.....,..���-e.'J'�.•:,.�. -.3.-.ifia•,s��;s'>.7.=.�+:;err r.,�-al.s Y I A m Um M \m"g V 74 T7 L4 NX 15 ill IM/I P F v, 0yrilr t:�Iff 3 Q B ovz�nq ergassi Group, LLCY Pew/ 35 PORTMAWROAD NEW ROCHELLE,NEW YORK 10801 T 914-576-9300 FAX:914-576-7847 WILLIAM M.DUFFY SCOTT A.RUSSELL TOWN ATTORNEY �QF SUUrSupervisor bill.duffy@town.southold.ny.us Q STEPHEN F.SIELY Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O.Box 1179 stephen.kiely@town.southold.ny.us G • �� Southold,New York 11971-0959 LORI M.HULSE "lij'C Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEY oU( , Facsimile (631) 765-6639 lori.hulse@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD MEMORANDUM To: Ms. Lynda Rudder, Deputy Town Clerk From: Mary Silleck Secretary to the Town Attorney Date: December 30, 2015 Subject: Plumbing Contract New Highway'Maintenance Building 275 Peconic Lane, Peconic, NY I am enclosing the original bond and insurance documents for .Construction Consultants and Ice Electric and copies of bond and insurance documents for Diam N Blue and Carter-Melence, Inc. Once I receive the original bond for Carter-Melence, Inc. I will forward to- you oyou . If you have any questions, please do not hesitate to call me. Thank you for your attention. /ms Enclosure 4q " 1168 STATION ROAD TEL.' 631.286.5990 ME.DFORD, PI'S!" 11763 _ FAX: 631.2.89.w3767 17nNY Enclosed are insurance certificates from Diam N Blu Mechanical for the Southold Maintenance Garage. Please contact us if you require anything else. Diam N Blu Mechanical 1165 Station Rd Medford NY 11763 631-286-5190 ff ASH! ww.DNBMECHAISIICAL.COM '�'�r Client#:701483 BLUEDIAM4 DATE(MM/DD/YYYY) ACOM. CERTIFICATE OF LIABILITY INSURANCE 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services,LLCP HONE 516 419-4000 F'X 877 727-5171 AIC,No,Ext): AIC,No: 333 Earle Ovington Blvd.,Suite E-MAIL 800 ADDRESS: Uniondale,NY 11553 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A•Harleysville Worcester Ins Co 26182 INSURED INSURER B. Diam-N-Blu Mechanical Corp. INSURER C 1165 Station Road Medford,NY 11763 INSURER D. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYpE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY MPA00000050618R 11/01/2015 11/01/2016 EACH OCCURRENCE $21000000 CLAIMS-MADE 51 OCCUR PREMISES ERENTED occur ence $500 000 X Contractual Liab. MED EXP(Any one person) $15,000 PERSONAL 8 ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $4,000,000 PRO- POLICY F_X1 JECT 1-1 LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER $ A AUTOMOBILE LIABILITY BA00000050622R 11/01/2015 11/01/201 (CEO,accident) $1,000,000 MBINED SINGLE LIMIT IxANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acc.Z A X UMBRELLA LIAB X OCCUR CMB00000050620R 11/01/2015 11/01/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED X RETENTION$10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Highway Maintenance Garage. The General liability and Automobile liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to Town of Southold,only when there is a written contract that requires such status,and only with regard to work performed on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION I Highway Maintenance Garage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 275 Peconic Lane ACCORDANCE WITH THE POLICY PROVISIONS. Peconic,NY 11958 AUTHORIZED REPRESENTATIVE J s ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S16816803/M16605082 PSHZP Client#:701483 BLUEDIAM4 DATE(MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services,LLCPHONE FAX ac No,Ext•516 419-4000 ac.No): 877 727-5171 333 Earle Ovington Blvd.,Suite E-MAIL ADDRESS, 800 Uniondale,NY 11553INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Harleysville Worcester Ins Co 26182 INSURED INSURER B: Diam-N-Blu Mechanical Corp. INSURER C 1165 Station Road Medford,NY 11763 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY MPA00000050618R 11/01/2015 11/01/2016 EACH OCCURRENCE $2,000000 CLAIMS-MADEI OCCUR - PREMISESEa occurrence $500,000 X Contractual Liab. MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $4,000,000 PRO- POLICY II JECT F-1 LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER $ A AUTOMOBILE LIABILITY BA00000050622R 11/01/2015 11/01/201 COMBINED SINGLE LIMIT 1 OOOOOO Ea accident) $ � � X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per acadenl $ A X UMBRELLALIA13 X OCCUR CMB00000050620R 11/01/2015 11/01/2016 EACH OCCURRENCE $10000000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10"000,000 DED X RETENTION$1 O OOO $ WORKERS COMPENSATION PTERTU OTH- AND EMPLOYERS'LIABILITY A TE ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F—] N/A (Mandatory in NH) E L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Highway Maintenance Garage The General liability and Automobile liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder,only when there is a written contract that requires such status,and only with regard to work performed on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11974 AUTHORIZED REPRESENTATIVE J0.11 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S16816802/M16605082 PSHZP z New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone (888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 112902122 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12FLR NEW YORK NY 10038 POLICYHOLDER CERTIFICATE HOLDER DIAM-N-BLU MECHANICAL CORP HIGHWAY MAINTENANCE GARAGE 1165 STATION ROAD 275 PECONIC LANE, MEDFORD NY 11763 RE: HIGHWAY MAINTENANCE GARAGE PECONIC NY 11958 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE G 822 167-3 149782 01/01/2015 TO 01/01/2017 1 12/10/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 822 167-3 UNTIL 01/01/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO THOSE JOB SITES WHICH ARE COVERED BY OTHER INSURANCE AND ARE SPECIFICALLY EXCLUDED BY ENDORSEMENT. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling (888)875-5790 VALIDATION NUMBER: 150430133 U-26.3 New Fork State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N Y.10007-1100 Phone (888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 112902122 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12FLR NEW YORK NY 10038 POLICYHOLDER CERTIFICATE HOLDER DIAM-N-BLU MECHANICAL CORP TOWN OF SOUTHOLD 1165 STATION ROAD 53095 ROUTE 25 MEDFORD NY 11763 RE. HIGHWAY MAINTENANCE GARAGE SOUTHOLD NY 11974 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE c G 822 167-3 149785 01/01/2015 TO 01101/2017 12/11/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 822 167-3 UNTIL 01/01/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO THOSE JOB SITES WHICH ARE COVERED BY OTHER INSURANCE AND ARE SPECIFICALLY EXCLUDED BY ENDORSEMENT. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https,//www nysif com/cert/certval asp or by calling(888)875-5790 VALIDATION NUMBER.618180881 U-26 3 t c = Bond No. 106356214 Document A312 TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: SURETY: (Name,legal slants and address) (Name,legal status and principal place ofbusiness) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America 1165 Station Road 343 Thornall Street, 5th Floor This document has Important legal Edison, NJ 08837 consequences.Consultation with Medford, NY 11763 Mailing Address for Notices an attorney Is encouraged with respect to Its completion or modification. OWNER: Any singular reference to (Vance,legal status and address) Contractor,Surety,Owner or Town of Southold other party shall be considered plural where applicable. 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: December 10, 2015 Amount:$444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Description: (Mame and location) Perform all heating,ventilation and air conditioning (HVAC)work associated with the Construction of a new - Highway Maintenance Garage @ the Highway/DPW Yard located @ 275 Peconic Lane, Peconic, NY BOND Date: December 17, 2015 (Not earlier than Construction Contract Date) Amount:$444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Modifications to this Bond: © None F� See Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America Signature: 5, Signature: Name �,�r� z Name Rosanne Callahan and Title: !� and Title: Attorney-in-Fact PrP-51�+a� (Any additional signatures appear on the last page of this Petfonnance Borrel) (FOR INFORbL47I0Y ONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Surre Goldberg & Henry Associates (Architect,Engineer or other party.) 255 Executive Drive Suite 401 L.K. McLean Associates, P.C. Plainview, NY 11803 437 S. Country Rd. 516-576-3131 Brookhaven, NY 11719 S-1852/AS 8110 §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whether the Owner is requesting a conference among the Ovnier,Contractor and Surety to discuss the Contractor's performance.If the Owner docs not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §6.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §6.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §6.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner,or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Section 5A,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8/10 1 §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the O�ncr to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective Nvork and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within hvo years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the OvNncr or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so famished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform-or otherwise to comply with a material term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-1852/AS 8110 §16 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL. SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-1852/AS 8110 ACKNOWLEDGMENT OF PRINCIPAL IF A CORPORATION STATE OF NEW YORK } ss: COUNTY OF } da of � CB � 2015 before me personally On this y p y appearedVo�'i ��� to me known, who, being by me duly sworn, did depose and say that he/s a resides at ii ,that�►she is the Zee lb 4,f'i` of Z�IA,5lt -/lf- Lu L /c./ the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. 41 7 `� KATHERINE ADRAGNA NOTARY PUBLIC,STATE OF NEW YORK "-"-"""-""" "'-"- "" ""-""--""--"- ------------------ NO.4787442 Notary Public QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRED, 12.31-2017 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK } ss: COUNTY OF NASSAU } On December 17,2015 before me personally came Rosanne Callahan to me known who, being by me duly sworn,did depose and say that he/she resides at 255 Executive Drive, Plainview, New York 11803,that he/she is the Attorney-In-Fact of Travelers Casualty and Surety Company of America the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ----------------------------------------------------- Notary Public Peter Henry ' Notary Public State of NY No.01HE4784829 Qualified in Nassau County Commission Expires January 31,2018 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER a POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 229242 Certificate No. 006211053 KNOW ALL MEN BY THESE PRESENTS: That Farnungton Casualty Company, St. Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidehty and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Peter Henry,Rosanne Callahan,Robert V.Finnell,Janice R.Fiscina,Jennifer Johnston,Fern Perry,Deborah L.Severin,and Dave W.Rosehill of the City of Plainview State of New York their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business ofgiiaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pei�ii-ttedlin anyactions or-proceedings allowed by law IN WITNESS WHEREOF,the Companies have caused tlus instT entyto beessi�ned'i 9uid el'o orate seals to be hereto affixed,this I st day of April 2015 t ` } Farmington Casualty Comnpany� St.Paul Mercury Insurance Company Fidelity and Guaranty Wurance Company, Travelers Casualty and Surety Company Fidelity and Guaranty Insurance`iJnderwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company p�SUq[ 1Y B.m F\RE 6Wo N r''�1NSUq"W, p1.[Y ANO {y.$�U Y O2. !� �J 4` _ {O ... ,,e,••Jp a s eJ s / �ti[D Gyt -,,P2 T•' 7 £V 2t c G y' p 982'o O4COppCkAT!•D� m EORPORA>f'm HARTFOFO SEAL;AW sSSEAL:�' coHH o CON. e m 1898 a J I t • a F �y� �� ! 1• Nynmwm��� �s.AHya_ \..5...:•�a 1' yl N� ���� State of Connecticut By: City of Hartford ss. Robert L Raney, entor Vice President On this the 1st day of April 2015 before me personally appeared Robert L.Raney,who acknowledged lumself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0•T0 In Witness Whereof,I hereunto set my hand and official seal. TM )n W►vr V My Commission expires the 30th day of June,2016 Atoll v * Mane C Tetreault,Notary Public 58440-8-12 Printed in U.S A. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity ` and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is , FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and r Surety Company,Travelers Casualty and Surety Company of America,and Unitgd;States Fidelif and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Com anies�whichin+full force,aand effect and has not been revoked. ' DEC 17 20;15 IN TESTIMONY WHEREOF,I have hereunto set my hand d�affix the-seJs o�fsaid€C'p` s thisday of 20 _. Kevin E Hughes,Assistant Seefftary o R!r L V F ?p G aY' 7P @• > T 4: 'Y` p b f���yl `C �� Fin o � ATm h z\ o{oavoaAjf� •e,ccaeoRAre r` ° sy 1 v 19 8 2 0 � i 9]] o. tm�t �• ..�. 3�[ ¢ HARTFOaD, < fIARiF6RD, � t yc� • s i '� 1851 '- 1 �,$FACT$! �i 'o% � COPA1 o C6W!f 8 in � ' 'T+Fc>w' � � � �: yo+.SEA,.L:�, ,v o �yy�.W✓,� °J'O~ byy. Ar, � >`� - �ys�swucE°o �°�ls•. K�a'Cf v1 ^`'aan 'dy aat .(a To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Y HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENTAS OF DECEMBER 31,2014 AS FILED IN THE STATE OF NEW YORK CAPITAL STOCK$8,480,000 ASSETS LIABILITIES 8:SURPLUS CASH AND INVESTED CASH $ 127,187,283 UNEARNED PREMIUMS $ 855,349,712 BONDS 3,411,436,937 LOSSES 680,168,443 STOCKS 328,931,879 LOSS ADJUSTMENT EXPENSES 356,911,923 INVESTMENT INCOME DUE AND ACCRUED 45,277,103 COMMISSIONS 34,142,048 OTHER INVESTED ASSETS 4,019,416 TAXES,LICENSES AND FEES 11,534,668 PREMIUM-BALANCES 209,982,904 OTHER EXPENSES 40,097,405 NET DEFERRED TAX ASSET 62,639,844 CURRENT FEDERAL AND FOREIGN INCOME TAXES 74,133,580 REINSURANCE RECOVERABLE 17,397,751 REMITTANCES AND ITEMS NOT ALLOCATED 11,062,682 SECURITIES LENDING REINVESTED COLLATERAL ASSETS 8,224,694 AMOUNTS WITHHELD I RETAINED BY COMPANY FOR OTHERS 41,744,996 RECEIVABLES FROM PARENT,SUBSIDIARIES AND AFFILIATES 8,057,199 RETROACTIVE REINSURANCE RESERVE ASSUMED 853,430 O_THERASSETS 3,078,655 POLICYHOLDER DIVIDENDS 7,370,698 PROVISION FOR REINSURANCE 3,416,505 ADVANCE PREMIUM 1,327,118 PAYABLE FOR SECURITIES 4,590,766 PAYABLE FOR SECURITIES LENDING 8,224,694 CEDED REINSURANCE NET PREMIUMS PAYABLE 28,084,142 ESCHEAT LIABILITY 1,138,046 OTHER ACCRUED EXPENSES AND LIABILITIES _ 421.157 TOTALLIABILITIES $ 2.110,578,190 CAPITALSTOCK $ 8,480,000 PAID IN SURPLUS 433,803,760 OTHER SURPLUS 1.874.373,715- TOTAL SURPLUS TO POLICYHOLDERS $ 2.114,657.475 TOTALASSETS S 4,225,233,885 TOTAL LIABILITIES 6 SURPLUS $ 4,225,233,665 1' STATE OF CONNECTICUT ) COUNTY OF HARTFORD )SS. CITY OF HARTFORD ) MICHAEL J.DOODY,BEING DULY SWORN,SAYS THAT HE IS SECOND VICE PRESIDENT,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING IS A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER,2014. SECOND VICE PRESIDE SUBSCRIBED AND SWORN TO BEFORE ME THIS NOTARY PUBLIC- 19TH DAY OF MARCH,2015 SUSAN M.WffiSSLEDER Notary Pub[to `.+I' 111,111j, My Commission RTfres November 30,2017 .Gj TA Bond No. 106356214 Document A312 TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place of business) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America 1165 Station Road 343 Thornall Street, 5th Floor This document has important legal Edison, NJ 08837 consequences.Consultation with Medford, NY 11763 Mailing Address for Notices an attorney Is encouraged with respect to its completion or modificatl6n. OWNER: Any singular reference to (Mame,legal status and adch•ess) Contractor,Surety,Owner or other Town of Southold plural party be here applicable.considered 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: December 10, 2015 Amount:$444,500.00 Four Hundred Forty Four Thousand Five,Hundred Dollars and 00/100 Description: (Name and location) Perform all heating,ventilation and air conditioning (HVAC)work associated with the Construction of a new Highway Maintenance Garage @ the Highway/DPW Yard located @ 275 Peconic Lane, Peconic, NY BOND Date: December 17, 2015 (Not earlier than Construction Contract Date) Amount:$444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Modifications to this Bond: XQ None See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America Signature: yesSignature: Namc Namo Rosanne Callahan and Title: �e S; and Title: Attorney-in-Fact (Any additional signatures appear on the last page of this Payment Bond.) (FOR INFORV-4T10j%'ONLY—Alame,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Surre Goldberg & Henry Associates (Architect,Engineer orotherparty.) 255 Executive Drive Suite 401 L.K. McLean Associates, P.C. Plainview, NY 11803 437 S. Country Rd. 516-576-3131 Brookhaven, NY 11719 S-2149/AS 8110 §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference, subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims, demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner tinder this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §6 The Surety's obligations to a Claimant under this Bond shall arise after the following: §6.1 Claimants,who do not have a direct contract Avith the Contractor, .1 have fumished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last fumished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety(at the address described in Section 13). §6.2 Claimants,who arc employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)clays after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or strange for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. S-21491AS 8110 §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.if the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum; .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor,materials or equipment furnished; .5 the date on which the Claimant last performed labor or last famished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract.The term CIaimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,Iight,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract,architectural and engineering services required forperformance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in tho jurisdiction where the labor,materials or equipment were fiunished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. 3-2149M 8110 §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §16.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-21491AS 8110 ACKNOWLEDGMENT OF PRINCIPAL IF A CORPORATION STATE OF NEW YORK } ss: COUNTY OF } On this day of ��C�/%t��'@" , 2015, before me personally appeared o13 to me known, who,, being by me duly sworn, did depose and say that he/ resides at �i Foeb /�/ ,that('she is the .Psi��> of nt -/V- Lu /�i' rCf¢�. 7the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. KATHERINE ADRAGNA �,T-' ________ NOTARY PUBLIC,STATE OF NEW YORK ------------ NO.4787442 Notary Public QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRED, 12-31-2017 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK } ss: COUNTY OF NASSAU } On December 17,2015 before me personally came Rosanne Callahan to me known who, being by me duly sworn,did depose and say that he/she resides at 255 Executive Drive, Plainview, New York 11803,that he/she is the Attorney-In-Fact of Travelers Casualty and Surety Company of America the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ----------------------------------------------------- Notary Public Peter Henry Notary Public State of NY No.01HE4784829 Qualified in Nassau County Commission Expires January 31,2018 WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER a POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 229242 Certificate No. 006211054 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Peter Henry,Rosanne Callahan,Robert V.Finnell,Janice R. Fiscina,Jennifer Johnston,Fem Perry,Deborah L.Severin,and Dave W.Rosehill of the City of Plainview State of New York their true and lawful Attomey(s)-m-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognrzances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in theirr usiness guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pe #4tte_dim anractions or-prQceedmgs allowed by law. i � .gyp IN WITNESS WHEREOF,the Companies have caused this instrume to be i ned.and eir corp}ate seals to be hereto affixed,this 1st day of April 2015 r ly 1 r - g, Farmington Casualty Co mpan� � g St.Paul Mercury Insurance Company Fidelity and Guaranty l nsurar c�C�ompanyp 0 Travelers Casualty and Surety Company Fidelity and Guaranty Insura ce Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company �• � e`-J 46 {\P�....SG� •aj INSfiq JPtTY ANp ,iW SURA W'Y"'Vl ``oM:�r L r,,°o^.u'a. G r -r° O' +.9 v: y•: 982�i O '; d'SCOAPOltgTED m` �t �, gem ;W.coRragAtf-m: ° 3I HARTFORD, tt4iirPORD S E A L i n•' _ o; CONN n CONM. v+ 7896 z cK r ow.• o. '� SEAL o bey� �� Oy �!� x k•�°�mm ��'� r '`�• .... ,,. me Ste" State of Connecticut By: City of Hartford ss Robert L Raney,9"e/mor Vice President On this the 1st day of April 2015 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer G.TET In Witness Whereof,I hereunto set my hand and official seal. TAA �W vases l: . My Commission expires the 30th day of June,2016. �0YlBU� * Mane C Tetreault,Notary Public 58440-8-12 Printed in U S.A WARNING-THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER r This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows. RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary,and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate hearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United es Fidehtyrand Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Compadfes,lwhich•is in>f 1'1 fo ce�and effect and has not been revoked. V' DEC 17 2095 IN TESTIMONY WHEREOF,I have hereunto set my hand and fixed thseAJs o said'C meanies this day of 20 S b v "+ "Kevin E.Hughes,Assistant SeciFtary pr.SU� �� � `F1RE 4�4 ff tik L) 4� ��. SG9 J?'!. ..O•P�.,, gJP OSL N0 w8E1y a�Yy,Y.Y� �`'�yyp S �f�C1 � •` '� dl �G YC - � �� ��eroxAjf B 1982 0 ?t � o: - ! F: ..._ n. ¢ HARrFOflD, t tNRfF6siD, 1977 t O! gy • Sja d', '� i9S1 ®o SEA1,1"a a:SEALit* D t$ t Card 7896 ytl� '� 'iF Z�VIGANL�.ra41,W1.....-. a d.•. d 6d D \ + ,�\ /�� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www travelersbond com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING*THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER C • TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENTAS OF DECEMBER 31,2014 AS FILEQ IN THE STATE OF NEW YORK CAPITAL STOCK$6,480,000 ASSETS LIABILITIES&SURPLUS CASH AND INVESTED CASH $ 127,187,283 UNEARNED PREMIUMS S 855,349,712 BONDS 3,411,436,937 LOSSES ` 680,168,443 STOCKS 328,931,819 LOSS ADJUSTMENT EXPENSES 358.911,923 INVESTMENT INCOME DUE AND ACCRUED 45,277,103 COMMISSIONS 34,142,048 OTHER INVESTED ASSETS 4,019,416 TAXES,LICENSES AND FEES 11,534,666 PREMIUM-BALANCES 209,882,904 OTHER EXPENSES 40,097,405 NET DEFERRED TAX ASSET 62,639,844 CURRENT FEDERAL AND FOREIGN INCOME TAXES 24,133,560 REINSURANCE RECOVERABLE 17,397,751 REMITTANCES AND ITEMS NOT ALLOCATED 11,062,6B2, SECURITIES LENDING REINVESTED COLLATERAL ASSETS 8,224,694 AMOUNTS WITHHELD I RETAINED BY COMPANY FOR OTHERS 41,744,996 RECEIVABLES FROM PARENT.SUBSIDIARIES AND AFFILIATES 8,057,199 RETROACTIVE REINSURANCE RESERVE ASSUMED 853,430 OTHER ASSETS 3,078,655 POLICYHOLDER DIVIDENDS 7,376,699 PROVISION FOR REINSURANCE 3,416,505 ADVANCE PREMIUM 1.327,118 PAYABLE FOR SECURITIES 4,590,766 PAYABLE FOR SECURITIES LENDING 8,224,694 CEDED REINSURANCE NET PREMIUMS PAYABLE 28,084,142 ESCHEAT LIABILITY 1,138,046 OTHERACCRUED EXPENSES AND LIABILITIES 421.157 TOTALLIABILRIES $ 2.110,576,190 CAPITALSTOCK $ 8,480,000 PAID IN SURPLUS 433,803,760 OTHER SURPLUS 1.674.373.715- TOTAL SURPLUS TOPOLICYHOLDERS $ 2.114.657.475 TOTALASSETS S 4,225,233,885 TOTAL LIABILITIES ASURPLUS $ 4,225,233,665 STATE OF CONNECTICUT COUNTY OF HARTFORD )SS. CITY OF HARTFORD ) MICHAEL J.DOODY,BEING DULY SWORN,SAYS THAT HE IS SECOND VICE PRESIDENT,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING IS A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31 ST DAY OF DECEMBER,2014. SECOND VICE PRESIDE SUBSCRIBED AND SWORN TO BEFORE ME THIS NOTARY PUBLI 19TH DAY OF MARCH,2015 SUSAN M.WESSLEDER Notary Public ++>ttt� MyCommisston&TiresNovember30,2017 �S 0 UB LT � , r 1 USI INSURANCE SERVICES RECEIVED CERTIFICATE RETURN MAIL PROCESSING P.O. BOX 5007 NOVATO, CA 94948-5007 DEC 18 2015 'TOWN ATTORNEY'S OFFICE Highway Maintenance Garage 275 Peconic Lane _ Peconic, NY 11958 I i Client#:701483 BLUEDIAM4 DATE(MM/DD/YYYI) ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). _ PRODUCER CONTA NAME:CT USI Insurance Services,LLC PHCONE 516 419.4000 FAx 877 727-5171 333 Earle Ovington Blvd.,Suite E-MAIL Ext: A/C No: - ADDRESS• 800 — Uniondale,NY 11553 INSURERS AFFORDING COVERAGE NAICIf - INSURER A:Harleysville Worcester Ins Co 26182 INSURED INSURER B Diam-N-Blu Mechanical Corp. — 1165 Station Road INSURER C: Medford,NY 11763 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADD SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INg WVD POLICY NUMBER M DD DD LIMITS A X COMMERCIAL GENERAL LIABILITY MPA00000050618R 11/01/2015 11/01/2016 EACH ��OCCURRENCE $2000000 CLAIMS-MADE �OCCUR PREMMISESOEa occur°nce s500 000 X Contractual Liab. MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $4,000,000 POLICY 51 JET El LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER $ A AUTOMOBILE LIABILITY BA00000050622R 11/01/2015 11/01/201 EaaBcdeDSINGLE 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X'UMBRELLALIAB X OCCUR CMB00000050620R 11/01/2015 11/01/20le EACH OCCURRENCE $10000000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I X RETENTION$10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOWq/PARTNERq//EXECUTIV E L EACH ACCIDENT $ OFFICEPJMEMBEEXCLUDED? N/A (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) RE:Highway Maintenance Garage. The General liability and Automobile liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to Town of Southold,only when there is a written contract that requires such status,and only with regard to work performed on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION Highway Maintenance Garage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 275 Peconic Lane ACCORDANCE WITH THE POLICY PROVISIONS. Peconic,NY 11958 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S16816803/M16605082 PSHZP e . D This page has been left blank intentionally. 1. USI INSURANCE SERVICES CERTIFICATE RETURN MAIL PROCESSING P.O. BOX 5007 RECEIVED NOVATO, CA 94948-5007 DEC 18 2015 TOWN A'TTORNEY'S OFFICE Town of Southold 53095 Route 25 Southold, NY 11974 Client#:701483 BLUEDIAM4 DATE(MWDD/YYYY) ACORD.. CERTIFICATE OF LIABILITY INSURANCE 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). _ PRODUCER CONTACT NAME: USI Insurance Services,LLC PHONE 516 419-4000 F°X 877 727-5171 333 Earle Ovington Blvd.,Suite E-MAIL o Ext): AIC No: ADDRESS: 800 Uniondale,NY 11553INSURER($)AFFORDING COVERAGE NAIC# INSURER A:Harleysville Worcester Ins Cc 26182 INSURED INSURER B Diam-N-Blu Mechanical Corp. 1165 Station Road INSURER C: Medford,NY 11763 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER M DD M D A X COMMERCIAL GENERAL LIABILITY MPAOOOOOD50618R 11/01/2015 11/01/201 EACH OCCURRENCE $2000000 CLAIMS-MADE �OCCUR PREMISESOEa ocourrr nce $500 000 X Contractual Liab. MED EXP(Any one person) s15,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $4,000,000 POLICY�ECT LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER $ A AUTOMOBILE LIABILITY BAOOOOOO50622R 11/01/201511/01/201 EaaccidentsINGLEUMIT $1,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLALIAB X 1 OCCUR CMBOOOOOOS062OR 11/01/2015 11/01/201E EACH OCCURRENCE $10000000 EXCESS LIAB rl CLAIMS-MADE AGGREGATE $10,000,000 DED I X RETENTION$10,000 1 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYJTF FR ANY PROPRIETOWPARTNEWEXECUTIV Y/N E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED � N/A (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) RE:Highway Maintenance Garage The General liability and Automobile liability policies include an automatic Additional Insured endorsement that provides Additional Insured status to the Certificate Holder,only when there is a written contract that requires such status,and only with regard to work performed on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11974 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S16816802/M16605082 PSHZP 3 This page has been left blank intentionally. r Bond No. 015049490 Document A312TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: SURETY: (Name,legal status and address) (A'arne,legal status and principal place of business) ICE Electric, Inc. The Ohio Casualty Insurance Company 1655 Evergreen Drive 1200 Macarthur Boulevard g This document has Important legal Mahwah, NJ 07430 Cutcho ue, NY 11935 consequences.Consultation with g Mailing Address for Notices an attorney is encouraged with respect to its completion or OWNER: 1200 Macarthur Blvd modification. Mahwah, NJ 07430 Any singular reference to (Vaure,legal status and address) Contractor,Surety,Owner or Town of Southold other party shall be considered 53095 Main Road plural where applicable. Southold, NY 11971 CONSTRUCTION CONTRACT Date: November 24, 2015 Amount:S 187,000.00 One Hundred Eighty Seven Thousand Dollars and 00/100 Description: (Vance and location) Electrical - Highway Maintenance Garage BOND Date: December 18, 2015 (Not earlier than Construction Contract Date) Amount-$1587`600.00 One Hundred Eighty Seven Thousand Dollars and 00/100 vlodificakions tort))is Bond:_ Q None E] Scc Scction 16 CONTRA`d7Sf�R P.S PFZINCIPAL ate Seal) SURETY Y %col*y: (CorporCompany: (Corporate Sea)ICEElEctric, Irc ,- The Ohio Casualty Insurance Company Signature•'✓ s _ ' Signature: Name _�en/ Qy���KS®/� Name Kim Spin o and'I'it1 and Title: Attorney-in-F ct (Any additional signatures appear on the last page of this Petfonnance Bond) (FOR I/VFORA,LITION ONLY—Nance,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: USI Insurance Services, LLC. (Architect,Engineer or other party.) 333 Earle Ovington Blvd., Suite 800 Uniondale, NY 11553 5167419-4000 S-18521AS 8110 . r §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whether the Owner is requesting a conference among the O%Viter,Contractor and Surety to discuss the Contractor's performance.If the Owner docs not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §6 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §5.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §6.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owncr and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner•,or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Section 5.4,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8/10 §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the 0wner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective-,voik and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of die Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to tmy person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perforin its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction or the shit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bo construed as a statutory bond and not as a common law bond. nd shall be §14 Definitions §14.1 Balance of the Contract Prlce.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf orthe Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.5 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §15 if this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-1852/AS 8/10 §16 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company:p y' (Caporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-1852/AS 8/10 Individual Acknowledgment State of New York County of On this day of , 2015 , before me personally came to me known, and known to me to be the individual in and who executed the foregoing instrument, and acknowledged to me that he/she executed the same. My commission expires Notary Public ---------------------------------------------------------------------------------------------- Corporatiio/nom Acknowledgment State of County of On the S� day of 2015 before me personally came &V t me k own; who beirig by me duly sworn, did depose nd say that /she/they reside(s) in S that(Wshe/they is (are) the r�_Do of th T=r — , the corporation described in and which executed the above instrument; that he/she/they know(s) the seal of said corporation;,that the seal affixed to said instrument is such corporate seal; that it was so affixed by autI ority of the board of directors of said corporation, and that he/she/they signed h s ttereto.by like authority. � � � � ) Notary Public,State mff New York No.01VA6186977 Qu lifted in Suffolk County i Comm sion Expires April28,2016 .IVIy commission expires 2.) Notary Public --------------------------------------------------------------------- ------------------------------- Surety Acknowledgment State of New York County of Nassau On the 18th day of December. 2015 personally came Kim Spinello to me known , who being by me duly sworn did depose and say that he/she is an Attorney-in-Fact of The Ohio Casualty Insurance Company in and which executed the above Instrument know(s) the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he/she/they signed the said instrument and affixed the said seal as Attorney-in-fact by authority of the Board of Directors of said corporation and by authority of this office under the standing resolution thereof. TARAUL VERDIERE Notary Public,State of New York My commission expires ROW-atratfon01LA6076587 County Not Publi fie" s,on Ezpift June 24,2018 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. ' Certificate No. 7118002 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Kim Spinello, Tara Laverdiere D.J.Scotto;Denese Thompson'Frank Abbatlello•Lisa Marrazzo•Louis d Spina Philip G Samuels; Raymond C.Carman,Theresa A.Lanfranco all of the city of Uniondale state of NY each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognlzances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of September 2015 Ppi1)CASG Ili INS(, 1NSu N,NSUq American Fire and Casualty Company a ��a��arorgto�r tiJP_orpey;r�9� The Ohio Casualty Insurance Company rn 1906 o 0 19140 > 1912 3 1991 ° Liberty Mutual Insurance Company m West merican Insurance Company rf� �iyd Y•�aY,'�waa �y:;.na•.Y�r4�,D 9i7��3stCnti�l2 �i L,�r < r/) r By: STATE OF PENNSYLVANIA ss David M Care ,Assistant Secretary c COUNTY OF MONTGOMERY c d On this 17th da of September 2015 O i Y before me personally appeared David M Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v d Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, y,0 p 2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer c W d > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written O CL Sp, PAST COMMONWEALTH OF PENNSYLVANIA ,'C orlwEv << Notarial Seal Q M �•fq r`�v tZ v Teresa Paslelia,Notary Public By: p eF OF Plymouth Twp,Montgomery County O i My Commission Expires March 28.2017 Teresa Pastella,Notary Public L te+ O yAa�; d C ayOT Member,Pennsylvania Association of Notaries 0 cd qRY P� a m This Power of Attorney is made and executed pursuant to an by authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance y c Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows t o 16- ARTICLE IV—OFFICERS—Section 12 Power of Attorney Any officer or other official of the Corporation authorized for that purpose in writing by the"Chairman or the President,and subject O i= Cto such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, + O.S acknowledge and deliver as surety any and all undertakings,bonds,recognlzances and other surety obligations Such attorneys-in-fact,subject to the limitations set forth in their respective =p E r powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation When soL. ry O M executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary Any power or authority granted to any representative or attorney-in-fact under > C the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority = v ARTICLE XIII—Execution of Contracts—SECTION 5 Surety Bonds and Undertakings Any officer of the Company authorized for that purpose in writing by the chairman or the president, r 00<a c and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, c cc� O 3 seal,acknowledge and deliver as surety any and all undertakings,bonds,recognlzances and other surety obligations Such attorneys-in-fact subject to the limitations set forth in their o? Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v C executed such instruments shall be as binding as if signed by the president and attested by the secretary. O Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M Carey,Assistant Secretary to appoint such attorneys-m- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed I,Gregory W Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,.true and correct copy of the Power of Attomey executed by said Companies,is in full force and effect and has not been revoked " = IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of �pN0 CASU ��'(Y INS�H t,�1Y5ugq, rNlNstigf„ Q. �o )wr<9r J ONYC)oq t'q J r 1 v C v 1906 0 O 1974 n 1912 ° ¢ 1991 By: _1 GregoryW Davenport,Assistant Secretary 193 of 250 LMS 12873 122013 Libcrty THE OHIO CASUALTY INSURANCE COMPANY must d"I. FINANCIAL STATEMENT—DECEMBER 31,2014 SURETY Assets Liabilities Cash and Bank Deposits . .. ... $43,932,573 Unearned Premiums.... 51,006,108,608 Reserve for Claims and Claims Expense. 2,700,691,942 *Bonds—U S Government . .... ...... .... 547,397,728 ....... *Other Bonds ... .. •• ... 2,903,769,303 Funds Held Under Reinsurance Treaties...... 0 .. .. *Stocks .... ......... 518,897,935 Reserve for Dividends to Policyholders ...... 199,448 . .. . . . ... .... Additional Statutory Reserve.... .. 0 Real Estate 25,443,814 Reserve for Commissions,Taxes and Agents' Balances or Uncollected Premiums.. 615,465,262 Other Liabilities.. .. .... 171.379.248 Accrued Interest and Rents.. ......... ..... 30,306,138 Total............................................................. $3,878,379,246 Other Admitted Assets..... ...... •. . ......... 722.949.543 Special Surplus Funds.. ...... ... $ 8,632,698 Capital Stock . .... ..... .. 4,500,000 Paid in Surplus ...... ... .. .. . 738,183,897 Unassigned Surplus. ............ . 778,466,455 Total Admitted Assets.................................... 5.408.162.296 Surplus to Policyholders............................... 1,529,783,050 Total Liabilities and Surplus................................ $5.408,162-296 -?INS URq �y�pMOJy,r yC` � * Bonds are stated at amortized or investment value,Stocks at Association Market Values. 0 1919 b The foregoing financial information is taken from The Ohio Casualty Insurance Company's financial AI,,pSir statement filed with the state of Ohio Department of Insurance. I, TIM MiKOLAJEWSKI, Assistant Secretary of The Ohio Casualty insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation,as of December 31,2014,to the best of my knowledge and belief rN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington,this 20th day of March,2015 Assistant Secretary S-12620CIC/a 3/15 Bond No. 015049490 Document A312 TNI - 2010 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: SURETY: (Mame,legal status and address) (Name,legal status and principal place of business) ICE Electric, Inc The Ohio Casualty Insurance Company 1655 Evergreen Drive 1200 Macarthur Boulevard This document has important legal Cutcho ue, NY 11935 Mahwah, NJ 07430 consequences.Consultation with g Mailing Address for Notices an attorney is encouraged with respect to its completion or OWNER: 1200 Macarthur Blvd modification. (Name,legal status and address) Mahwah, NJ 07430 Any singular reference to Contractor,Surety,Owner or Town of Southold other party shall be considered 53095 Main Road plural where applicable. Southold, NY 11971 CONSTRUCTION CONTRACT Date: November 24, 2015 Amount:$187,000.00 One Hundred Eighty Seven Thousand Dollars and 00/100 Description: (Nance and location) Electrical - Highway Maintenance Garage BOND Date: December 18, 2015 (Not earlier than Construction Contract Date) Amount:$`187;0"00:00 One Hundred Eighty Seven Thousand Dollars and 00/100 A,ibdifications to''ttrisi Ao "; O None See Section 18 i f , , nd: - CONTRA670KI AS PRINCIPAL SURETY _Cacnpar fir: _ (Corporate Seal) Company: (Corporate Seal) ICE Electric, Inc. The Ohio Casualty Insurance Company Signature: � Signature: Namce-hKim� %/���d� Namo Spi o and Title: and Title: Attorney-in-Fact (Iny additional signatures appear on the last page of this Payment Bond) (FOR IrVFORLGITIOAV ONLY—A'ame,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: USI Insurance Services, LLC. (Architect,Engineer or other party:) 333 Earle Ovington Blvd , Suite 800 Uniondale, NY 11553 516-419-4000 S-2149/AS 8110 §1 Ile Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference, subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims, demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner tinder this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §6 The Surety's obligations to a Claimant under this Bond shall arise after the following: §6.1 Claimants,who do not have a direct contract with the Contractor, .1 have fumished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety(at the address described in Section 13), §6.2 Claimants,who are employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)clays after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or at-range for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7,2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety, §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. , S-2149/AS 8/10 §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that arc unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related Subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.If the provisions of this Paragraph arc void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so famished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum; .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract, .4 a brief description of the labor,materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to famish labor, materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,light,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials or equipment were furnished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes trade to the agreement and the Contract Documents. S-21491AS 8110 §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §16.5 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 Modifications to this bond are as follows: (Space is provided below fa•additional signaan es of added parties,other than those appearing on the cover page) CONTRACTOR AS PRINCIPAL SURETY Company: (Cohporate Seal) Company:p y (Corpw•atB Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-2149/AS 8110 Individual Acknowledgment State of New York County of On this day of , 2015 , before me personally came to me known, and known to me to be the individual in and who executed the foregoing instrument, and acknowledged to me that he/she executed the same. My commission expires Notary Public --------------------------------------------------------------------------------- ------------------------------------------------ Corporation Acknowledgment State of 044L County of / On the day oflj%a�, 2015 before me personally came �t=oe sown; who being by me duly sworn, did depose and say that ?j1rzS e/they reside( s) in that@ /she/they is (are) the ;A,i+- of th , the corporation described"in and which executed the above instrument; that he/she/they know(s) the seal of said c6rp6ratioh;'that the seal affixed to said instrument is such corporate seal; that it was so affixed by laufhority of the'board of directors of said corporation, and that he/she/they signed his/her/their name(s) -thereto'by like authoritbEBORAH H.VAN DUZER Notary Public,Stated New York No.01 VA618 Qualified in Suffolk County Commission Expires April 28,2016 ` My, commission expires Notary Public ------------------------------------------------------------------------------- ---------------------------- urety Acknowledgment State of New York County of Nassau On the 18th day of December, 2015 personally came Kim Spinello to me known , who being by me duly sworn did depose and say that he/she is an Attorney-in-Fact of The Ohio Casualty Insurance Company in and which executed the above Instrument know(s) the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he/she/they signed the said instrument and affixed the said seal as Attorney-in-fact by authority of the Board of Directors of said corporation and by authority of this office under the standing resolution thereof. TARA LAVERDIERE Notary Public, State of New My commission expires V Registratibtn OOIL.A60765 P o��aurA�iLN .Su roun ission E1�plris June 24,2r. Nota ublic THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. ' Certificate No 711e003 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company Is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Kim Spinello, Tara Laverdiere D.J.Scotto;Denese Thompson;Frank Abbatiello Lisa Marrazzo•Louis J Spina;Philip G Samuels Raymond C.Carman,Theresa A.Lanfranco all of the city of Uniondale ,state of NY each Individually If there be more than one named,its true and lawful attorney-In-fact to make,execute,seal,acknowledge and deliver,for and on Its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,In pursuance of these presents and shall be as binding upon the Companies as If they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17th day of September 2015 - �ao CAs(, ��v]Ns(,, �1NSUR htNsuR American Fire and Casualty Company cc ��rf The Ohio Casualty Insurance Company in 1906 no 0 1919 0 1912 0 z 7991 Liberty Mutual Insurance Company m i x a a West merican Insurance Company E- U; �''�6��`""/a�.nti P�'a �'K'hAnt y4�1� '`/�S f 2 �= * r By: cry' .0 = STATE OF PENNSYLVANIA ss David M Care ,Assistant Secretary = +_ COUNTY OF MONTGOMERY d On this 17th da of September 2015 — O L O> y , before me personally appeared David M Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v m Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, >,CO 0 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. LL d > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notanal seal at Plymouth Meeting,Pennsylvania,on the day and year first above written O CL �5p, PAs;, COMMONWEALTH OF PENNSYLVANIA '13 �Q o�ti�ON WFq(A�` Notarial Seal Q M 4-. 0 N 1- v s v Teresa Pastella.Notary Public By: 0 Of Plymouth Twp,Montgomery County Teresa Pastella,Notary Public L �P My Commission Expires March 28,2017 O 2 �JPaV Member,Pennsylvania Association of Notaries 0 0 °' qPy Pte\ d c cc This Power ofAttorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance ,tri c 6 r Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows s c � CD m ARTICLE IV-OFFICERS-Section 12 Power of Attorney Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject OrC 42 to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act In behalf of the Corporation to make,execute,seal, z+ O,E acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations Such attorneys-in-fact,subject to the limitations set forth in their respective "a y E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such Instruments and to attach thereto the seal of the Corporation When so @ d 0 is executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary Any power or authority granted to any representative or attorney-In-fact under >'0 >3 the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authonty CU av ARTICLE XIII-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings Any officer of the Company authorized for that purpose In writing by the chairman or the president, > and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, C M ov seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations Such attorneys-in-fact subject to the limitations set forth in their O o0 respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such Instruments and to attach thereto the seal of the Company. When so 010 executed such Instruments shall be as binding as If signed by the president and attested by the secretary 0 O Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M Carey,Assistant Secretary to appoint such attorneys-In- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed I,Gregory W Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attomey executed by said Companies,is in full force and effect and has not been revoked IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this / day of (CC:. 20� ' „y0 CA NSINSU cvUa�A�� 1906 0 1919 F 1912 i ¢ 7991 n By. —1 y�y✓" ,H�� rw//n/,c�aF�a +r y� = Gregory W Davenport,Assistant Secretary b # � y� * �Cti 7 n„i.is� 1= "•uiaii^ t LMS 12873 122013 194 of 250 lokmLiberty THE OHIO CASUALTY INSURANCE COMPANY utUaL FINANCIAL STATEMENT—DECEMBER 31,2014 SURETY Assets Liabilities Cash and Bank Deposits . .............. 543,932,573 Unearned Premiums S1,006,108,608 *Bonds—U.S Government ..... . . .... 547,397,728 Reserve for Claims and Claims Expense....... 2,700,691,942 *Other Bonds.. ........ 2,903,769,303 Funds Held Under Reinsurance Treaties. ... 0 *Stocks 518,897,935 Reserve for Dividends to Policyholders ...... 199,448 ....... .... ... ........... . ... Additional Statutory Reserve .. ... 0 Real Estate . ..... 25,443,814 Reserve for Commissions,Taxes and Agents'Balances or Uncollected Premiums. .... 615,465,262 Other Liabilities. . ..... .. 171,379,248 Accrued Interest and Rents.. ... . 30,306,138 Total............................................................. $3,878,379,246 Other Admitted Assets ...... •••• ..•• ....•.... 722.949.543 Special Surplus Funds......... .. S 8,632,698 Capital Stock 4,500,000 Paid in Surplus . ..... 738,183,897 Unassigned Surplus.. ... 778,466,455 Total Admitted Assets.................................... $5.408.162.296 Surplus to Policyholders............................... 1,529,783,050 Total Liabilities and Surplus................................ 5.408.162.296 PLSY iNSU a�ppPOR� `eyJy� Fo * Bonds are stated at amortized or investment value,Stocks at Association Market Values o 1919 3 The foregoing financial information is taken from The Ohio Casualty Insurance Company's financial �ry�hnmis�� statement filed with the state of Ohio Department of Insurance. i I,TIM MIKOLAJEWSKI, Assistant Secretary of The Ohio Casualty Insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation,as of December 31,2014,to the best of my knowledge and belief IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington,this 20th day of March,2015. Assistant Secretary S-12620CIC/a 3/15 Client#:7751168 ICEELE5 ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DO/YYYY) 12/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT CBS Coverage PRONE a division of Assured SKCG Inc aL Eye:516 938-9000 a/c No:5169387511 111 Express Street ADDRESS: Plainview,NY 11803 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Merchants Mutual Insurance Comp 23329 INSURED INSURER B: Ice Electric Inc 1655 Evergreen Drive INSURER C: Cutchogue,NY 11935 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBS POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WV POLICY NUMBER MMJD MOLT LIMITS A GENERAL LIABILITY X BOP1044887 1/30/2016 01/30/201 pEACCHgGOEC7CURppRENCE $1,000.000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea ocMcu encs $500,000 CLAIMS-MADE 51OCCUR MED EXP(Any one person) $161000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN LAGGREGATELIMrrAPPUESPER• PRODUCTS-COMP/OP AGG $2,000000 POLICY FX1 PR� LOC $ A AUTOMOBILE LIABILITY BOP1044887 1/30/2016 01/30/2017 C O BBBIINEeD nt SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $190009000 ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $2,000,000 IX HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS PROP $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH. AND EMPLOYERS'LIABILITYTR- IER ANY PROPRIETOR/PAR OFFICER/MEMBEREXCLUDED7 TNER/IXECUTIVE Y/N N/A E L.EACH ACCIDENT $ (Mandatory In NH) If yes,describe under E L DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Certificate holder is included as Additional insured with regards to General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 SOuthhold,NY 11971 AUTHORRED REPRESENTATIVE ©1988-2010 A ORD ORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S324880/M304150 VMD Client#:7751168 ICEELE5 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYY1) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS S CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policypes)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C C CBS Coverage NAME: ace"N Ext:516 938-9000 a division of Assured SKCG Inc E-MAIL ac Nd:5169387511 111 Express Street ADDRESS: Plainview,NY 11803 INSURER(s)AFFORDING COVERAGE NAIC a INSURED tNSREs Mutual Insurance Comp 23329 Ice Electric Inc 1655 Evergreen Drive Cutchogue,NY 11935 COVERAGES CERTIFICATENUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR=LIAISILrrY ADDL BR LTRRANCE INS WVD POLICY NUMBER IP�OnL/DICY EFF M1PNOIL�ICY EXP LIMITS A X BOP1044887 1/30/2016 01/30/201 EACH OCCURRENCE S1 000 000 L LIABILITY E� GET RENTEOCCUR P EEMM�I3SEESS Ea occurrence S500 000 I MED EXP Any one person) s15,000 I PERSONAL&ADV INJURY $19000000 1�AGGREGATE LIMIT GENERAL AGGREGATE $2,000,000 'L Y APPLIES PER PRODUCTS-COMP/OP AGG S 2 000 000. }( PRO- LOC la s LIABILITY BOPI044887 1/30/2016 01/30/201 COMBINED SINGLE LIMft O Ea acaden ED SCHEDULED BODILY INJURY(Per person) S110001000 AUTOS BODILY INJURY(Per accident) 52,000,000 UTOS X NON-OWNED AUTOS PROPERTY DAMAGE S leer accident S LA LIAR OCCUR LIAR EACH OCCURRENCE S CLAIMS-MADE jE GGREGATE g RETENTION S WORKERS COMPENSATION I $ AND EMPLOYERS'LIABILITY + WC STATU• OTH- OFFICERIMEMBEREXCLUDER�ECUTIVE� N/A (Mandatory In NH) L.EACH ACCIDENT g It yes,describe under E.L.DISEASE-EA EMPLOYEE S rDESCRIPTION OF OPERATIONS below — I --I— E L DISEASE-POLICY LIMIT I S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace is required) Certificate holder is included as Additional Insured with regards to General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southhold,NY 11971 AUTHORIZED REPRESENTATIVE I ©1988-2010 A ORD ORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S324880/M304150 VMD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "^"^A 010771960 ICE ELECTRIC INC 1655 EVERGREEN DRIVE CUTCHOGUE NY 11935 POLICYHOLDER CERTIFICATE HOLDER ICE ELECTRIC INC TOWN OF SOUTHOLD 1655 EVERGREEN DRIVE P O BOX 1179 CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMER BCERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11336 474-0 162160 10/09/2015 TO 10/09/2016 12/18/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1336 474-0 UNTIL 10/09/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/09/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. BEN BENEDIKTSSON(PRES) ` OF ONE PERSON CORP ICE ELECTRIC INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUNC Y s DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/Ammv.nysiLcom/cert/certval.asp or by calling(888)875-5790 New-York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "A^A" 01077.1960 ICE ELECTRIC INC 1655 EVERGREEN DRIVE CUTCHOGUE NY 11935 POLICYHOLDER CERTIFICATE HOLDER ICE ELECTRIC INC TOWN OF SOUTHOLD 1655 EVERGREEN DRIVE P O BOX 1179 CUTCHOGUE NY 11935, SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11336474-0 162160 10/09/2015 TO 10/09/2016 12/18/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1336 474-0 UNTIL 10/09/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/09/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. BEN BENEDIKTSSON(PRES) OF ONE PERSON CORP ICE ELECTRIC INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUNC DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 TCONSTRUCTION CONSULTANTS/L.I. TRANSMITTAL C 1 PHONE(631)727-6604 FAX(631)727-6605 No. 00001 PROJECT: Town of Southold-Maintenance Garage DATE: 12/22/2015 TO: Town of Southold REF: bonds and insurance Southold Town Attorney's Office 54375 Main Rd. - -- Southold,NY 11971 ATTN: Mary Silleck WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN: ❑ Shop Drawings ❑ Approval ❑ Avoroved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ S ecifications ❑ Attached ❑ Returned for Corrections Other. ❑ Separate Cover Via. Due Date: ITEM NO. COPIES DATE ITEM NUMBER REV.NO.DESCRIPTION STATUS 1 1 12/22/201: General Liability/Umbrella Certificate NEW 2 1 12/22/201: Worker's Compensation Certificate NEW 3 1 12/22/201' Certificate of Automobile Insurance NEW 4 1 12/22/201! Certificate of Disability Insurance NEW 5 1 12/22/201! Performance Bond NEW 6 1 12/22/201` Payment Bond NEW Remarks: Enclosed please find performance and payment bonds and insurances for this project. CC:file Signed: Susan Young r 36 EAsT 2ND STREET, RwERHEAD, NY 11901 Pm.vm ® www.ccliinc.com r CERTIFICATE OF LIABILIW INSURANCE DATE(MM/DDmYY) 12/16/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NT ACT NAME: Iyonne Kraft SCIrocco Group PHONE FAX 777 Terrace Avenue - - A/c "° 201-727-0080 E-MAIL Hasbrouck Heights NJ 07604 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Travelers Indemnity Company 25666 INSURED CONST07 INSURER B'National Union Fore Ins Co 19445 Construction Consultants/LI INSURER C: Inc' INSURER D. 36 East 2nd Street Riverhead NY 11901 INSURER E INSURER F• COVERAGES CERTIFICATE NUMBER:2081498623 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�TR TYPE OF INSURANCE NSR SWVD POLICY NUMBER UBR MMD IDYL POLICY M DDS LIMITS A GENERAL LIABILITY Y Y DT-CO-5D063805-IND-15 8/14/2015 8/14/2016 EACH OCCURRENCE $2,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $300,000 CLAIMS-MADE 15F]OCCUR MED EXP An one person $5,000 PERSONAL&ADV INJURY $2,000,000 GENERAL AGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $4,000,000 POLICY X JrCT PRO LOC $ AUTOMOBILE LIABILITY Ea GUMBINFUISINGLE ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ B UMBRELLA LIAR X OCCUR BE012853689 8/14/2015 8/14/2016 EACH OCCURRENCE $10,000,000 xiEXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED Ix IRETENTION$/A $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N JORY LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatary In NH) E L DISEASE-EA EMPLOYE $ ff yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) RE:New Highway Maintenance Garage at the Highway/DPW Yard located at 275 Peconic Lane, Peconic, NY The Town of Southold as additional insured ATIMA as respects work performed by the named Insured as required by written contract and to the extent provided by the actual policy language of the Commercial General Liability policy.Waiver of Subrogation applies if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Main Road Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD • t • I � 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part,and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only.Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties,and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments 1. Blanket Additional Insured — States Or Political D. Incidental Medical Malpractice Subdivisions—Permits J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured—Newly Acquired Or Formed Organizations P K. Unintentional-Omission F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI. A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply Auto Or Watercraft,in Paragraph 2.of SECTION to "premises damage". Exclusion f.(1)(a) I —COVERAGES — COVERAGE A BODILY IN. does not apply to"premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured; and d. Smoke resulting from such fire,explosion, (c) Not being used to carry any person or prop- or lightning;or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion C of Section I—Coverage A 1. The first paragraph of the exceptions in Ex- —Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2, of SECTION I — COVERAGES — Coverage Part that has Exclusion—All Pollu- COVERAGE A' BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title, 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION 1 — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- SURANCE. CG D316 1111 ©2011 The Travelers Indemnity Company All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION 111—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage Afar damages because AGE: of"premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies.We do not have to fur- fire;explosion;lightning;smoke resulting from nish these bonds. such fire, explosion, or lightning; or water, or 2. The following replaces Paragraph 1.d. of any combination of any of these causes. - SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part;or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of"insured contract" in the DEFINI- currence"in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission. a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises 2. The following is added to Paragraph 2.a.(1)of damage"is not an"insured contract"; SECTION II—WHO IS AN INSURED: Z. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age"to: o a. Any premises while rented to you or tem- (1) "Incidental medical services" by any of your employees who is a nurse practi- porarily occupied by you with permission tioner, registered nurse,licensed practical of the owner;or nurse, nurse assistant, emergency medi- b. The contents of any premises while such cal technician or paramedic;or premises is rented to you, if you rent such (11) First aid or"Good Samaritan services"by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers", other than an employed or vol- 6. The following replaces.Paragraph 4.11b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV—COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or"Good Samaritan ser- (b) That is insurance for"premises damage"; vices"during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. Page 2 of 6 ©2011 The Travelers Indemnity company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph S. of 4. Any organization you newly acquire or form, SECTION III—LIMITS OF INSURANCE: other than a partnership,joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide"incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services"to any one per- which provides similar coverage to that Or- son will be deemed to be one"occurrence". ganization. However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I—COV- only: ERAGES—COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY: (1) Until the 180th day after you acquire or organization form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it;or cats'committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured. that date is later than 180 days after you S. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization,in writing to us "Incidental medical services"means: within 180 days after you acquire or form a. Medical,surgical,dental, laboratory,x-ray it, and we agree in writing that it will Con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages;or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization;and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services"means any emer- jury" or "advertising injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. - - formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO 18 AN INSURED—BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED—UNNAMED SUBSIDIARIES L GENERAL LIABILITY CONDI- TIONS: The The following is added to SECTION II—WHO IS The insurance is excess over any valid and AN INSURED: collectible other insurance available to the in- Any of your subsidiaries,other than a partnership, sured,whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices",first aid or"Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or"property damage" that occurred, or"personal Paragraph 2.a.(1) of Section II —Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any,during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. 11—WHO IS AN INSURED: CG D3 16 1111 ©2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED—OWNERS, H. BLANKET ADDITIONAL INSURED—LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II—WHO IS The following is added-to SECTION II—WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability spect to liability for"bodily injury", "property dam- for "bodily injury", "property damage", "personal " n n n injury"or"advertising injury"that: age", personal injury"or advertising injurythat: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or"advertising injury" caused by an offense that is commit- injurycaused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement;and tract or agreement;and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or you. use of equipment leased to you by such equipment lessor. The insurance provided to such premises owner, The insuranceto such rovided manager or lessor is subject to the following pro- p equipment lessor is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be . which you agreed to provide in the written the minimum limits which you agreed to pro- vide in the written contract or agreement, or contract or agreement, or the limits shown on the Declarations,whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment lessor does not apply to any"bodily injury"or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury"or"advertising injury"caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury",or"adver- lease expires. tising injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises;or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on L BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- The following is added to SECTION II—WHO IS surance must be primary to, or non- contributory with, such other insurance, in AN INSURED: which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 1611 11 i COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company;or an insured, but only with respect to liability for (iii)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury"or"advertising injury"arising out of such op- that is your partner, joint venture erations. member or manager;or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury"or"advertising injury"arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision;or (3) Notice to us of such"occurrence"or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the"products-completed operations soon as practicable if it is given in good hazard", faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the"occurrence"or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1)or(2) above ERAL LIABILITY CONDITIONS: discovers that the"occurrence"or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the In- apply surance provided under this Coverage Part to you or any insured listed in Paragraph 1.or 2. However, if this Coverage Part includes an en- of Section 11—Who Is An Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of'a discharge, release or es- fense must be given as soon as practica- cape of"pollutants"which contains a requirement ble only after the "occurrence"or offense that the discharge, release or escape of "pollut- is known by you(if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. is an individual(if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers"or directors(if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an"occurrence"or offense. „ error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company,and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence"or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rend"or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8.,'Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV—COMMERCIAL GENERAL LI- ABILITY CONDITIONS: - CG D316 1111 ©2011 The Travelers Indemnity Company All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish,mental injury, shock,fright,disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of: of these at any time. a. "Bodily injury" or"property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs;or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of"insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- The following replaces the definition of "bodily leted. injury"in the DEFINITIONS Section: I Page 6 of 6 ©2011 The Travelers Indemnity Company All rights reserved. CG D3 16 11 11 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone,(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 112859961 CONSTRUCTION CONSULTANTS/L.I.INC. 36 EAST 2ND STREET RIVERHEAD NY 11901 POLICYHOLDER CERTIFICATE HOLDER CONSTRUCTION CONSULTANTS/L.I. INC. TOWN OF SOUTHOLD 36 EAST 2ND STREET 53095 MAIN ROAD RIVERHEAD NY 11901 SOUTH NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11046035-0 161852 06/05/2015 TO 06/05/2016 12/18/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1046 035-0 UNTIL 06/05/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS - -OUTSIDE--OF-NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE'EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/05/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF.FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER - - THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 175798109 U-26.3 ACTOR O CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYY) �� 12/21/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND.CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to I the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Wooten NAME: Roy H Reeve Agency, Inc. PHONE (631)298-4700 (FAXAICNo:(631)298-3850 PO Box 54 ADDREss bwooten@royreeve.com 13400 Main Road INSURERS AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURER A Merchants Mut Ins Co 23329 INSURED INSURER B: Construction Consultants INSURER C: LI Inc INSURER D: 36 East Second Street INSURERE: Riverhead NY 11901-4731 1 INSURER F: COVERAGES CERTIFICATE NUMBER:CL15122102607 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUER POLICY NUMBER POLICY EFF MMIDCD� LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ a CLAIMS-MADE FlOCCUR DAMES EAGE TO RENTED PREMISa occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ POLICY❑JECT a LOC PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY Ea e.an SINGLE LIMIT $ 1,000,000 R ANYAUTO BODILY INJURY(Per person) $ A ALLOWNED SCHEDULED CAP9262447 6/4/2015 6/4/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Peraccident $ PIP-Basic $ 50,000 UMBRELLA LIABOCCUR EACH OCCURRENCE $ 'EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE YE L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED9 N 1 A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ ff yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTIONOF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101 Additional Remarks Schedule,may be attached If more space is required) Regarding Loc: 275 Peconic Lane, Pecon:Lc CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Thomas Dickerson/BGWt'iuEo�jf,�d ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025=1401) fl"NEWRK Workers' CERTIFICATE OF INSURANCE COVERAGE s�►TI Compensation BoardUNDER THE NYS [DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured CONSTRUCTION CONSULTANTS/L.I. INC 631-727-6604 1c.NYS Unemployment Insurance Employer Registration Number of Insured - 36 EAST 2ND STREET 5943315 RIVERHEAD NY 11901 1d.Federal Employer Identification Number of Insured or Social Security Number 112859961 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company THE TOWN OF SOUTHOLD 3b.Policy Number of Entity listed in box"1a": 53095 MAIN'RD. DBL23270 SOUTHOLD, NY 11971 3c.Policy effective period: 09/15/2015 to 09/14/2016 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law - b. Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 12/21/2015 By 1111X ,�;(,it,�'�/ (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box "4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1(9-15) n ✓r _ Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in box"3"on this form is-certifying that it is insuring the business referenced in box"1 a"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? 'DYES x0NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability Benefits contract of insurance only while the underlying policy is in effect. Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general-or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of = disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating-any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this,article. DB-120.1(9-15)Reverse . 1 Bond No. HICNE-10-253-0035 I Document A312TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: SURETY: (Nance,legal stahts and address) (Name,legal slates and principal place of business) Construction Consultants L I , Inc. Hudson Insurance Company 36 East 2nd Street 100 William Street Riverhead, NY 11901 New York, NY 10038 cos document has Important legal consequences.Consultation with Mailing Address for Notices an attorney Is encouraged with respect to Its completion or modification. OWNER: Any singular reference to (Name,legal stattts and address) Contractor,Surety,Owner or Town of Southold other party shall be considered 53095 Main Road plural where applicable. PO Box 1179 Southold, NY 11971 CONSTRUCTION CONTRACT Date: Amount:$ One Million Four Hundred Seventy-Nine Thousand Five Hundred Forty-Two and 00/100 Dollars($1,479,542.00) Description: Highway Maintenance Garage&Site Improvements for the Town of Southold Name and location) BOND Date: December 17th,2015 (Not earlier than Construction C.'ontract Date) Amount:$ One Million Four Hundred Seventy-Nine Thousand Five Hundred Forty-Two and 00/100 Dollars($1,479,542 00) Modifications to this Bond: X❑ None r-1 See Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Sea) Company: (Corporate Seal) Construction Consultants L I., Inc Hudson Insurance Company Signatuw. _!'_ _� Sitmature: -.1-11 � Name Eric Baumack,Vice President Name Jor an Gilmartin,Attorney-In-Fact \� and'ritle: and Title: _- - – - - , _ J (Any additional signattres appear on the last page of this Pecfonnance Baal) (FOR INFOIZALITIONONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Frenkel Benefits, LLC d/b/a Frenkel&Company (Architect,Engineer orotherparty.) 601 Plaza 3,6th FI., Harborside Financial Plaza Jersey City, NJ 07311 S-1852/AS 8110 / §I The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whether the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's performance.If the Owner docs not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend,Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the 0%vncr declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice, §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §5.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to the Owner;or .2 Deny liability in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days atter receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Section 5.4,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8110 §71f the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract.Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of die Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. §9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that arc unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common la%v bond. §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behal for the Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or othenvise to comply with a material term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of die Construction Contract. §14.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-18521AS 8110 §16 Modifications to this bond are as follows: 1 (Space is provided below for additional signatures of addedpartles,other than those appearing on the corer page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-1852/AS 8/10 ACKNOWLEDGEMENT NOTE: Persons signing in more than one capacity(i.e.president and as individual)must be acknowledged for each capacity. State of New Jersey County of Hudson }S S On the 17`h day of December 2015 Before me,Cindy Li,personally appeared Jordan Gilmartin as Attorney in Fact of Hudson Insurance Company ❑ Personally known to me—OR- ® proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. CINDY LI44� ", NOTARY PUBLIC OF NEW JERSEY 14Y CQfCI1r kICn F. W.re5 5192f2o16 Notary Public (seal)U -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑ Corporate Officer ®Attorney-in-Fact ❑Partner—Limited ❑Partner—General ❑Trustee ❑Guardian or Conservator ❑Titles(s): ❑ Other: State of '—f County of }S S jl On the 1 A day of QP, . 20 15 Before me, �C1,L�_a personally appeared pR_�rj 4r, umz [ Personally kno n to e —OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. SUSAN T. YOUNG Notary Public, State of New York 01Y06209293 T Qualified in Suffolk County Notary Public (seal) Term Expires: 7/27/20 1-4 -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑ Corporate Officer ❑Attorney-in-Fact ❑Partner—Limited ❑ Partner—General ❑Trustee ❑ Guardian or Conservator ❑Titles(s): ❑Other: State of County of }S S On the day of 20 Before me, {name of notary public},personally appeared {signatory name and capacity} ❑Personally known to me—OR- ❑proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. Notary Public (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑ Corporate Officer ❑Attorney-in-Fact ❑Partner—Limited ❑Partner—General ❑Trustee ❑Guardian or Conservator ❑Titles(s): ❑Other: CONACK-090105 HU DSON " l�Slli:.ltti+ i d;l:t,t".1, BID BOND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That HUDSON INSURANCE COMPANY,a corporation of the State of Delaware,with offices at 100 William Street,New York,New York, 10038, has made, constituted and appointed, and by these presents, does make, constitute and appoint Anthony M.Spina,Jordan Gilmartin,Cindy Li,Kenneth C.Hegel,Jr. of the State of New Jersey its true and lawful Attorneys)-in-Fact,at New York City in the State of New York,each of them alone to have full power to act without the other or others,to make,execute and deliver on its behalf,as Surety,bid bonds for any and all purposes. Such bid bonds,when duly executed by said Attorneys)-in-Fact,shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. In Witness Whereof, HUDSON INSURANCE COMPANY has caused these presents to be of its Executive Vice President thereunto rized,on this 28th day of May 2013 at New York,New York. �1) MAL HUDSON INSURANCE COMPANY Dina Daskalakis,Corporate Secretary Christopher T.Suarez,Executive Vice President STATE OF NEW YORK COUNTY OF NEW YORK SS On the 28th day of May 120 13 before me personally came Christopher T.Suarez to me known,who being by me duly swom did depose and say that he is an Executive Vice President of HUDSON INSURANCE COMPANY,the Company described herein and which executed the above instrument,that he knows the seal of said Company,that the seal affixed to said instrument is the c orate seal if said C mpany,that it was so affixed by order of the Board of Directors of said Com an and that he signed his name thereto by like order M. NEea ,atf New rk(Notarial Seal) Notary Public,Ste o No.OIMU6067553 "' °o a Qualified in Nassau County ° 01MU6067553 o Commission Expires December 10,2013 ° CERTIFICATION STATE OUNTOF NEW YORICY OF NEW YORK�Y°°asl PIR�S�2y ;?flV 1114114��`'®� , The undersigned Dina Dashalakis hereby certifies- THAT the original resolution,of which the following is a true and correct copy,was duly adopted by unanimous written consent of the Board of Directors of Hudson Insurance Company dated July 27'',2007,and has not since been revoked,amended or modified "RESOLVED,that the President,the Executive Vice Presidents,the Senior Vice Presidents and the Vice Presidents shall have the authority and discretion,to appoint such agent or agents,or attorney or attorneys-in-fact,for the purpose of carrying on this Company's surety business,and to empower such agent or agents, or attorney or attorneys-in-fact, to execute and deliver, under this Company's seal or otherwise, bonds obligations, and recognizances, whether made by this Company as surety thereon or otherwise, indemnity contracts, contracts and certificates, and any and all other contracts and undertaking made in the course of this Company's surety business,and renewals,extensions,agreements,waivers,consents or stipulations regarding undertakings so made,and FURTHER RESOVLED,that the signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance,contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seal when so used whether heretofore or hereafter,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed." THAT the above and foregoing is a full,true and correct copy of Power of Attorney issued by said Company,and of the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked,and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney is now in force �9 toc etness the hand of the undersigned and the seal of said Company this day of 20 9918 By ' carapaw'° Dina Daslcalalds,Corporate Secretary Form Bid 8 2010(vl) STATE OF NEW YORK INSURANCE DEPARTMENT CERTIFICATE OF SOLVENCY UNDER SECTION 1111 OF THE NEW YORK INSURANCE LAW It is hereby certified that Hudson Insurance Company of Wilmington, Delaware a corporation organized under the laws of the State of Delaware and duly authorized to transact the business of insurance in this State, is qualified to become surety or guarantor on all bonds, undertakings, recognizances, guaranties and other obligations required or permitted by law; and that the said corporation is possessed of a capital and surplus including gross paid-in and contributed surplus and unassigned funds (surplus) aggregating the sum of $417,701,701.00(Capital $7,500,000.00) as is shown by its sworn financial statement for the quarter ended March 31, 2015, on file in this Department, prior to audit. The said corporation cannot lawfully expose itself to loss on any one risk or hazard to an amount exceeding 10% of its surplus to policyholders, unless it shall be protected in excess of that amount in the manner provided in Section 4118 of the Insurance Law of this State. In Witness Whereof, I have here- unto set my hand and affixed the official seal of this Department at the City of Albany, this 6th day of May, 2015. Benjamin M Lawsky " �� Superintendent By Jacqueline Catalfamo Special Deputy Superintendent State of New York DEPARTMENT OF FINANCIAL SEEtVICES WH ER EM IT APPEARS ARS THAT Hudson Insurance Company Horne Office Address Wilmington,Delaware Organized under the Lawns of Delaware has complied with the necessary requirements of or pursuant to law, it is hereby licensed to do within this State the business of accident'and health, lire,miscellaneous property,water damage, burglary and theft,glass, boiler and machinery, elevator,animal,collision,personal injury liability,property damage liability,workers'compensation and employers' liability,fidelity and surety,credit,motor vehicle and aircraft physical damage,marine and inland marine,marine protection and indemnity and legal services insurance,as specified in paragraph(s)3,4, 5, 6, 7, 8,9, 10, 11, 12, 13, 14, 15, 16, 17, 19,20,21 and 29 of Section 1113(a)of the New York Insurance Law and also such workers' compensation insurance as may be incident to coverages contemplated under paragraphs 20 and 21 of Section 11 13(a),including insurances described in the Longshoremen's and Harbor Workers'Compensation Act(Public Law No. 803,69 Cong. as amended;33 USC Section 901 et seq. as amended) to the extent pennitted by certified copy of its charter document on file in this Department until July 1,2016. In Witness Whereof, I have hereunto set O RK Sr my hand and affixed the official seal of this Department at the City of Albany, New York, this �* pA Ist day of July, 2015 Anthony J. Albanese i' t .1€ Acting Superintendent By O --Arc, Jacqueline Catalfamo Special Deputy Superintendent Original on Watermarked Paper HUDSON INSURANCE COMPANY SHORT FORM FINANCIAL STATEMENT AS OF DECEMBER 31,2014 ASSETS Bonds $ 308,167,720 Real estate 0 Cash on hand and on deposit 51,240,971 Reinsurance Receivable 187,362,086 FIT recoverable(including net deferred tax asset) 32,083,896 Aggregate write-ins for other than invested assets 202,569,847 Deferred premiums,agents' balances and installments booked but deferred and not yet due(including earned but unbilled premiums) 18,884,820 Stocks 229,423,734 Other Assets 12,918,549 $ 1.0651.623 LIABILITIES&SURPLUS Losses $ 155,298,341 Loss adjustment expense 14,945,451 „ Other expenses 25,663,296 Unearned premiums 39,757,304 Ceded reinsurance premiums payable 306,073,213 Payable to parent,subsidiaries and affiliates 9,299,857 Commissions payable,contingent commissions and other similar charges 9,771,855 Other Liabilities '41,667,156 $ 602 476 473 Preferred and Common capital stock $ 7,500,238 Gross paid in and contributed surplus 293,480,097 Unassigned funds(surplus) 139:1K,815 Surplus as regards policyholders $ 440.175,150 1.042.651,623 STATE OF NEW YORK ,} } ss; COUNTY OF NEW YORK ) I,the undersigned Senior Vice President and Chief Financial Officer of Hudson Insurance Company hereby certify the foregoing to be a short form financial statement in the form of a balance sheet,showing the Company's assets and liabilities on a provisional basis,at the close of business on December 31,2014. IN TESTIMONY WHEREOF,I have set my hand and affixed the seal of the Company,this J(c;t�day of March,2015. ,l erbtch iar Vice President and Chief Financial Officer Subscribed and sworn to before me this day of March 2015 My commission expires F,ctN 1�'q l�ttfl 11aglsVuti� RIMU606M3 '`'1` (1uaGliad in Nassau County t'irua� : AyCommisslonE*raa �''''ki wl ' 17aGatnhet 10,2017, Bond No HICNE-10-253-0025 Document A312 TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: SURETY: (Mame,legal stators and address) (Name,lezal staters and vrincival Place of business) Construction Consultants L.I., Inc Hudson Insurance Company 36 East 2nd Street 100 William Street New YorkNY 10038 This document has important legal , Riverhead, NY 11901 consequences.Consultation with Mailing Address for Notices an attorney Is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Mame,legal status and address) Contractor,Surety,Owner or Town of Southold other party shall be considered plural where applicable. 53095 Main Road PO Box 1179 Southold, NY 11971 CONSTRUCTION CONTRACT Date: Amount:$ One Million Four Hundred Seventy-Nine Thousand Five Hundred Forty-Two and 00/100 Dollars($1,479,542.00) r Description: Highway Maintenance Garage&Site Improvements for the Town of Southold (Nmne and location) BOND Date: December 17th,2015 (Not earlier than Construction Contract Date) i Amount:$ One Million Four Hundred Seventy-Nine Thousand Five Hundred Forty-Two and 00/100 Dollars($1,479,542.00) Modifications to this Bond: None ❑ See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Construction Consultants L I., Inc Hudson Insurance Company Signature: Signature:Name Narno - and Title: Eric Baumack,Vice President and Title: Jordan Gilmartin,Attorney-In-Fact i (Any additional signatures appear on the last page of this Payment Bond.) (FOR INFOAVAT1ON ONLY—Atame,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Frenkel Benefits, LLC d/b/a Frenkel&Company (Architect,Engineer orotherparty:) 601 Plaza 3,6th FI.,Harborside Financial Plaza ; Jersey City, NJ 07311 S-2149/AS 8110 ✓ §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference, subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims, demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 if there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §6 The Surety's obligations to a Claimant under this Bond shall arise after the following: §6.1 Claimants,who do not have a direct contract with the Contractor, .1 have fumished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety(at the address described in Section 13). §6.2 Claimants,who are employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described'in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)days after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or arrange for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8 The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of tate work. , S-21491AS 8/10 §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surely hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were famished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been firmishcd to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant'to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor,materials or equipment furnished; .6 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,light,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials or equipment were furnished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. S-21491AS 8110 i §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contractor to perform and complete or comply with the other material terms of the Construction Contract. J §16.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 Modifications to this bond are as follows: (Space is provided below for additional signatures of addedpardes,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporatd Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-2149/AS 8/10 — 1 ACKNOWLEDGEMENT NOTE: Persons signing in more than one capacity(i.e.president and as individual)must be acknowledged for each capacity. State of New Jersey County of Hudson }SS On the 17`h day of December 2015 Before me,Cindy Li,personally appeared Jordan Gilmartin as Attornev in Fact of Hudson Insurance Companv ❑ Personally known to me—OR- ®proved to me on the basis of satisfactory evidence to be the person(s)whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. CINDY LI MOTARY PUBLIC OF NEW aqEy / My Commlsmlen El:� 511212016 Notary Public V (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑ Individual ❑ Corporate Officer ®Attorney-in-Fact ❑Partner—Limited ❑Partner—General ❑Trustee ❑Guardian or Conservator ❑Titles(s): ❑Other: State of YZ n,, Wymrt A County of , }S S On the �X1,0 day of tope, 20 IT Before me, ,—personally appeared �JL1 CJ 4Ae.cZ-Aj ,r- [-Personally gown to Ce —OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. SUSAN T. YOUNG Notary Public, State of New York 01Y06209293 Qualified in Suffolk County Public Term Expires: 7/27/20 Notary (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑Corporate Officer ❑Attorney-in-Fact ❑Partner—Limited ❑Partner—General ❑Trustee ❑Guardian or Conservator ❑Titles(s): ❑ Other: State of County of }SS On the day of 20 Before me, (name of notary public},personally appeared {signatory name and capacity} ❑Personally known to me—OR- ❑proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. Notary Public (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑ Corporate Officer ❑Attorney-in-Fact ❑Partner—Limited ❑Partner—General ❑Trustee ❑ Guardian or Conservator ❑Titles(s): ❑ Other: CONACK_090105 CJs � UDSO N BID BOND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That HUDSON INSURANCE COMPANY,a corporation of the State of Delaware,with offices at 100 William Street,New York,New York, 10038, has made, constituted and appointed, and by these presents, does make, constitute and appoint Anthony M.Spina,Jordan Gilmartin,Cindy Li,Kenneth C.Hegel,Jr. of the State of New Jersey its true and lawful Attorney(s)-in-Fact,at New York City in the State of New York,each of them alone to have full power to act without the other or others,to make,execute and deliver on its behalf,as Surety,bid bonds for any and all purposes. Such bid bonds,when duly executed by said Attorney(s)-in-Fact,shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. In Witness Whereof, HUDSON INSURANCE COMPANY has caused these presents to be of its Executive Vice President thereunto rized,on this 28th day of May 2013 at New York,New York. . 1) HUDSON INSURANCE COMPANY . a It �W'_ Sy "' .. 1/,., By r . . .... �� ... .. . .. .... D . Dina askalakis,Corporate Secretary Christopher T.Suarez,Executive Vice President STATE OF NEW YORK COUNTY OF NEW YORK SS On the 28th day of May 120 13 before me personally came Christopher T.Suarez to me known,who being by me duly swom did depose and say that he is an Executive Vice President of HUDSON INSURANCE COMPANY,the Company described herein and which executed the above instrument,that he knows the seal of said Company,that the seal affixed to said instrument is the c orate seal f said C mpany,that it was so affixed by order of the Board of Directors of said Coinppan and that he signed his name thereto by like order �aa °P opRMPUByr /% ANN M.MURPHY Notarial Seal .. ( ) � NEkyo° m Notary Public,State of New ork ° �/ ° � Q O No.O1MU6067553 "' o*d Qualified in Nassau County z 0 01MU6067653 0 _ Commission Expires December 10,2013 STATE OF E `�a '°�gSSAutx�'�°o�°•` CERTIFICATION W YO COUNTY OFNEW YORK,®�/ a�FillC��',n� The undersigned Dina Daskalalds hereby certifies THAT the original resolution,of which the following is a true and correct copy,was duly adopted by unanimous written consent of the Board of Directors of Hudson Insurance Company dated July 270',2007,and has not since been revoked,amended or modified "RESOLVED,that the President,the Executive Vice Presidents,the Senior Vice Presidents and the Vice Presidents shall have the authority and discretion,to appoint such agent or agents,or attorney or attorneys-m-fact,for the purpose of carrying on this Company's surety business,and to empower such agent or agents, or attorney or attorneys-in-fact, to execute and deliver, under this Company's seal or otherwise, bonds obligations, and recognizances, whether made by this Company as surety thereon or otherwise, indemnity contracts, contracts and certificates, and any and all other contracts and undertaking made in the course of this Company's surety business,and renewals,extensions,agreements,waivers,consents or stipulations regarding undertakings so made,and FURTHER RESOVLED,that the signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance,contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seal when so used whether heretofore or hereafter,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed" THAT the above and foregoing is a full,true and correct copy of Power of Attorney issued by said Company,and of the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked,and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney is now in force �®iw o tness the hand of the undersigned and the seal of said Company this _day of ,20_E By ...... ,� Dina Daslcalaids,Corporate Secretary Form Bid 8 2010(vl) J STATE OF NEW YORK INSURANCE DEPARTMENT CERTIFICATE OF SOLVENCY UNDER SECTION 1111 OF THE NEW YORK INSURANCE LAW It is hereby certified that ' Hudson Insurance Company of Wilmington, Delaware a corporation organized under the laws of the State of Delaware and duly authorized to transact the business of insurance in this State, is qualified to become surety or guarantor on all bonds, undertakings, recognizances, guaranties and other obligations required or permitted by law; and that the said corporation is possessed of a capital and surplus including gross paid-in and contributed surplus and unassigned funds (surplus) aggregating the sum of $417,701,701.00(Capital $7,500,000.00) as is shown by its sworn financial statement for the quarter ended March 31, 2015, on file in this Department, prior to audit. The said corporation cannot lawfully expose itself to loss on any one risk or hazard to an amount exceeding 10% of its surplus to policyholders, unless it shall be protected in excess of that amount in the manner provided in Section 4118 of the Insurance Law of this State. AiF In Witness Whereof, I have here- °Rik ' r= unto set my,hand and affixed the official seal of this Department at the City of Albany, this 6th day of May, 2015. ti . " € Benjamin M Lawsky " --- � ' Superintendent 7 FM By Jacqueline Catalfamo Special Deputy Superintendent State of New York DEPARTMENT OF FINANCIAL SERVICES 1l4iH EREAs rr APPEARs THAT Hudson Insurance Company Home Office Address Wilmington,Delaware Organized under the Laws of Delaware has complied with the necessary requirements of or pursuant to law, it is hereby licensed to do within this State the business of accident-and health, lire,raiscellandous property,water damage,burglary and theft,glass,boiler and machinery, elevator,animal,collision,personal injury liability,property damage liability,workers'compensation and employers' liability,fidelity and surety,credit, motor vehicle and aircraft physical damage,marine and inland marine,marine protection and indemnity and legal services insurance,as specified in paragraph(s)3,4, 5,6, 7, 8,9, 10, 11, 12, 13, 14, 15, 16, 17, 19,20,21 "and 29 of Section 1113(a)of the New York Insurance Law and also such workers' compensation insurance as may be incident to coverages contemplated under paragraphs 20 and 21 of Section 1113(a),including insurances described in the Longshoremen's and Harbor Workers'Compensation Act(Public Law No. 803, 69 Cong,as amended;33 USC Section 901 et seq. as amended) to the extent permitted by certified copy of its charter document on file in this Department until July 1,2016. In Witness Whereof, I have hereunto set I O R K sr my hand and affixed the official' seal of this Department at the City of Albany, New York, this 1st day of July, 2015 ' } u Anthony J. Albanese ' �`` ti Acting Superintendent Qa By OP FIN ANG z Jacqueline Catalfamo Special Deputy Superintendent Original on Watermarked Paper HUDSON INSURANCE COMPANY SHORT FORM FINANCIAL STATEMENT AS OF DECEMBER 31,2014 ASSETS Bonds $ 308,167,720 Real estate 0 Cash on hand and on deposit 51,240,971 Reinsurance Receivable 187,362,086 FIT recoverable(including net deferred tax asset) 32,083,896 Aggregate write-ins for other than invested assets 202,569,847 Deferred premiums,agents'balances and installments booked but deferred and not yet due(including earned but unbilled premiums) 18,884,820 Stocks 229,423,734 Other Assets 12,918,549 $ 1,042,651,623 LIABILITIES&SURPLUS Losses $ 155,298,341 Loss adjustment expense 14,945,451 Other expenses 25,663,296 Unearned premiums 39,757,304 Ceded reinsurance premiums payable 306,073,213 Payable to parent,subsidiaries and affiliates 9,299,857 Commissions payable,contingent commissions and other similar charges 9,771,855 Other Liabilities 41,667 156 • 602.476:173 ; Preferred and Common capital stock $ 7,500,238 Gross paid in and contributed surplus 293,480,097 Unassigned funds(surplus) 139 1948.15 Surplus as regards policyholders $ 440,175,150 STATE OF NEW YORK ,y ss; COUNTY OF NEW YORK ), I,the undersigned Senior Vice President and Chief Financial Officer of Hudson Insurance Company hereby certify the foregoing to be a short form financial statement in the form of a balance sheet,showing the Company's assets and liabilities on a provisional basis,at the close of business on December 31,2014. IN TESTIMONY WHEREOF,I have set my hand and affixed the seal of the Company,this j(o day of March,2015. ti I Verbtch ►riot Vice .0sidunt and Chief Financial Officer Subscribed and sworn to before me this day of March 2015 My commission expires - or�mawaae a�am� a - '�� - N MMUSt[' ��r�arxr,rr'' liaplsbaUart�OtM4if>E167653 (iis1:61iBil In Nessau Cdaiity +:' � •i,= My Commission Rot"- v' Dec I"y 10;2017 a • AM, CONSTRUCTION UONSULTANTs/L. L UC' PHONE(631) 727-660 FAX(631) 727-M5 November 17, 2015 4 Chris Dwyer �F L.K. McLean Associates,P.C. } 437 South Country Road, Brookhaven NY 11719 12ei Town of Southold—Highway Maintenance Garage and Site Improvements Proposed Value Engineering Mr. Dwyer, In order to assist the Town of Southold with their financial constraints on this project we offer the following value engineering savings,good faith credits and qualifications. Item No.1-General Conditions and Site Mobilization Owner site trailer-remove from requirements. ($1,300.00) Bonds&Insurance-reduction based on value engineering. _,($1,170.70)„ Item.No.4.--WiWildingldin _ . Morton Building-good faith reduction,no change in scope. ($9,000.00) Foundations-good faith no change in scope. ($3,000.00) Foundation dampproofing -remove from scope.- y ($3,500.00) Overhead doors-Good faith,doors meet R-value but are 2"thick in lieu of 3". ($3,000.00) Exterior doors-changed to supplied by building manufacturer/meets spec. ($2,000.00) _ Windows-change from aluminum tube to aluminum clad Pella. ($2,000.00)- ,Drum Drum storage coating_-change to Dur-A-Guard., ($1,000.00) Lockers-change from plastic to standard metal. _ ($3,200.00) Naliificatiohs l RCA used under building and site concrete slabs, ,TOTAL OF VALUE ENGINEERING SAVINGS ($29,170.70) • See attached page 2 for the revised bid breakdown. Regards, Eric Baumack Vice President Cc: File/Div.1/PCO 36 E sT 2ND STREET, R mHEAD, NY 11901 1 of 2 Y CONSTRUCTION CONSULTANTS/LI, INC. Town of Southold, Highway Maintenance Garage and Site Improvements Item No." �stlm ted :iiaeiti y Description sof lteit� Unit pries Extended Amount Al 1/ LS General Conditions&Site Mobilization $200,029.30 200,029.30 A2 1/LS Site Preparation _ $21,000.00 $21,000.00 A3 1/LS Unclassified Excavation $47,000.00 $47,000.00 A4 1/LS Building Construction $1,119,500.00 $1,119,500.00 A5 2425/sf 8"Thick Concrete Slab $18.75 $45,468.75 A6 375/sf 4"Thick Concrete Slab $6.25 $2,343.75 A7 _ 70/If Concrete Curb $22.86 $1,600.20 A8 1/Is Septic System $11,600.00 $11,600.00 A9 by owner Drainage System $0.00 $0.00 A10 by owner 8"ADS Pipe $0.00 $0.00 TCtTAL BASIS"Bii1 Alt 1 1/LS Resinous Flooring $31,000.00 $31,000.00 TOTAL COST tNtl tU,OING ALTERNATE. R 4.25 PM 2 of 2 ,12/161/,2015 WED 9: 20 FAX 0002/017 CARTER-M LENCE INC. COMMACI`ORS 104 New York Avenue,EO. Box 907,Sound Beach, NY 11789 (631)744-0127 Fax: (631)744-0528 Email: 4emi@optonline.net optonline.net LETTER OF TRANSMITTAL Date: December 3, 2015 7015 1520 0000 0637 7578 I To: Town of Southold Re: Plumbing Contract 53095 Main Road New Highway Maintenance Building Southold,NY 11971 275 Peconic Lane, Peconic, NY Attn: Ms. Elizabeth A.Neville,MMC Town Clerk ENCLOSED PLEASE FIND THE FOLLOWING: (1) Certificate of Liability Insurance (1) Certificate of Workers' Compensation Insurance (1) Certificate of Insurance for Disability Benefits (1) Performance Bond and Payment Bond No. NRIFSU0654688 Signed: 4'nm,(J� PAZ MaryM chne, Office Manager 12/10,2015 WED 9: 20 FAX 0003/017 r-� CARTINC-01 PERE CERTIFICATE OF LIABILITY INSURANCE FDATE(MM1oD/YYYY) 11/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CNTACT PRODUCER (631)472-8400 NAME: Edwards and Company PHONE I FAX 140 Greene Avenue A/c No Ext A/c`o E-MAIL P.O.BOX 428 ADDRESS. Sayville,NY 11782-0428 INSURERS)AFFORDING COVERAGE NAIC# _ INSURERA:Allied World Assurance C/o Hartan 19489 INSURED Carter-Melence,Inc. INSURER S:Hartford Casualty Insurance Co _ 29424 P.O.Box 907 INSURERC:ACE American Insurance Company 22667 Sound Beach,NY 11789 INSURER D:National Surety Corp. 21881 INSURER E INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS UN—SJR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/OD MMlDD/YYYY A X I COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE S 1,000,00 'CLAIMS-MADE '�OCCUR X 5050-0162 3/5/2015 I 3/5/2016 AMA O RET 100,00 PREMISES Ea occurrence $ MED EXP(Any one person) I 5 10,00 PERSONAL 8 ADV INJURY S 1,000,00 GEN L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,00 POLICY�jER� LOC I I PRODUCTS-COMPlOP AGG S 2,000,000 II I S OTHER I AUTO MOBILE LIABILITY COMBINEDSINGLE LIMIT $ 1,000,00 Ea accident B X ANY AUTO ! I 12UECUK3904 I 5/5/2015 , 5/5/2016 ,BODILY INJURY(Per person) $ ALL OWNED SCHEDULED II BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED I PROPERTY DAMAGE X FiIREDAUTOS X I AUTOS I I Per accident $ $ X UMBRELLA LIAR I X OCCUR I EACH OCCURRENCE $ 5,000,00 C I EXCESS LIAS CLAIMS-MADE IN06571642002 3/5/2015 3/5/2016 rgGGREGATE S 5,000,00 DED I X 1 RETENTIONS 10,000 II I$ WORKERS COMPENSATION f PER OTH- AND ENIPLOYERS'LIABILITY 1 I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y[-] EL EACH ACCIDENT S `II OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE S It yes,describe under DESCRIPTION OF OPERATIONS below I E L DISEASE-POLICY LIMIT S D Excess Liability 1 ISHX00024461220 3/5/2015 3/512016 15mlll X 5mill DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Job Location:Southold Highway Maintenance Building,275 Peconic Lane,Peconic,NY 11958 As respects to General Liability if required by written contract the following are included as additional insured per the policy form. Town of Southold CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971- AUTHORIZED REPRESENTATIVE p 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD x.2/16'/2015 WED 9: 21 FAX 0004/017 i I - New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone (888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA I 112996299 CARTER-MELENCE INC PO BOX 907 SOUND BEACH NY 11789 POLICYHOLDER CERTIFICATE HOLDER CARTER-MELENCE INC TOWN OF SOUTHOLD PO BOX 907 53095 MAIN ROAD SOUND BEACH NY 11789 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE G 635 915-2 127991 06/29/2015 TO 06/29/2017 11/30/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 635 915-2 UNTIL 06/29/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/29/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https.//www.nysif_com/cert/certval.asp or by calling (888)875-5790 VALIDATION NUMBER:463440005 U-26.3 12/164./2015 WED 9: 21 FAX 0005/017 NEW Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW B PART l.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured J CARTER-MELENCE, INC. 631-744-0127 1c.NYS Unemployment Insurance Employer Registration Number of Insured t P O BOX 907 1d.Federal Employer Identification Number of Insured SOUND BEACH, NY 11789 i or Social Security Number 112996299 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity listed in box"1a": 53095 Main Road DBL391009 Southold, NY 11971 3c.Policy effective period: 01/0112015 — to 12/31/2016 4.Policy covers: a. FKJ All of the employer's employees eligible under the New York Disability Benefits Law b ❑ Only the following class or classes of the employer's employees: Under penalty of pe jury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 11/30/2015 By /j jj, , !�u� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance earner) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NVS Licensed Insurance Agent of that carrier,this certificate is COMPLETE-Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law- it must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2. To be completed by NYS Worker's Compensation Board (Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to ail of his/her employees. i Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) 12/169?015 WED 9: 21 FAX 0006/017 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box"1 a"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? YES fx No This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability Benefits contract of insurance only while the underlying policy is in effect. Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department,board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department,board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1(9-15)Reverse ,12/16'/.2015 WED 9: 21 FAX 0007/017 THE AMERICAN INSTITUTE OF ARCHITECTS Premium Amount Based on Final Contract Amount Bond No. NRIFSU0664688 AIA Document A312 Performance Bond Any singular reference to Contractor,surety,Owner or other party shag be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principle Place of Business): CARTER-MELENCE,INC. International Fidelity Insurance Company 104 New York Ave. One Newark Center Sound Beach, NY 11789 Newark, NJ 07102 OWNER(Name and Address): Town Of Southold 53095 Main Road Southold, NY 11971 CONSTRUCTION-CONTRACT Date: / / Amount: $238,000.00 (Two Hundred Thirty Eight Thousand Dollars and 00/100). Description (Name and Location): Southold Highway Maintenance Building,275 Peconic Lane, Peconic, NY 11958, Contract C-Plumbing. BOND Date (Not earlier than Construction Contract Date): December 2nd, 2015 Amount: $238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Modifications to this Bond: [X]None []See Page 3 CONTRACTOR AS PRINCIPAL SURETY COMPANY: (Corp ate Sea]) COMPANY: (Corporate Seal) CARTER-n CE,INC. International Fidelity ce C i y Signature 1,714 A. Signature: Name and Title: onald J. 0'Ha on Name and Title: resident Edmund J. Bergassi,Attorney-in-Fact (Any additional signatures appear on page 3) =0R INFORMATION ONLY-Name,Address and Telephone OWNER'S REPRESENTATIVE(Architect, AGENT OR BROKER: or Engineer or other party): 3ERGASSI GROUP LLC 15 Portman Road Jew Rochelle,NY 10801 . The Contractor and the Surety,jointly and severally, reasonable promptness under the circumstances, JA DOCUMENT X312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 1 HE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE,N.W.,WASHINGTON D.C.20006 HIRD PRINTING-MARCH 1987 12/16./2015 WED 9: 21 FAX 0008/017 bind themselves,their heirs,executors,administrators, 1 After investigation,determine the amount for which it may be successors,and assigns to the Owner for the performance liable to the Owner and,as soon as practicable after the amount is of the Construction Contract,which is incorporated herein determined,tender payment therefor to the by reference. Owner;or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation 5. If the Surety does not proceed as provided in Paragraph under this Bond,except to participate in conferences as 4 with reasonable promptness,the Surety shall be deemed provided in Subparagraph 3.1. to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety 3. If there is no Owner Default,the Surety's obligation demanding that the Surety perform its obligations under under this Bond shall arise after. this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as 3.1 The Owner has notified the Contractor and the provided in Subparagraph 4.4,and the Owner refuses the Surety at its address described in Paragraph 10 below payment tendered or the Surety has denied liability,in that the Owner is considering declaring a Contractor whole or in part,without further notice the Owner shall be Default and has requested and attempted to arrange a entitled to enforce any remedy available to the Owner. conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such 6. After the Owner has terminated the Contractor's right notice to discuss methods of performing the Construc- to complete the Construction Contract,and if the Surety tion Contract. If the Owner,the Contractor and the elects to act under Subparagraph 4.1,4.2,or 4.3 above, Surety agree,the Contractor shall be allowed a reason- then the responsibilities of the Surety to the Owner shall able time to perform the Construction Contract,but not be greater than those of the Contractor under the such an agreement shall not waive the Owner's right,if Construction Contract,and the responsibilities of the any,subsequently to declare a Contractor Default,and Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the 3.2 The Owner has declared a Contractor Default and amount of this Bond,but subject to commitment by the formally terminated the Contractors right to complete Owner of the Balance of the Contract Price to mitigation of the contract. Such Contractor Default shall not be de- costs and damages on the Construction Contract,the Sure- clared earlier than twenty days after the Contractor and ty is obligated without duplication for the Surety have received notice as provided in Sub- paragraph 3.1;and 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- 3.3 onstruct3.3 The Owner has agreed to pay the Balance of the tion Contract; Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor 6.2 Additional legal,design professional and delay selected to perform the Construction Contract in accor- costs resulting from the Contractor's Default,and re- dance with the terms of the contract with the Owner_ sulting from the actions or failure to act of the Surety under Paragraph 4;and When the Owner has satisfied the conditions of Para- 6.3 Liquidated damages,or if no liquidated damages raph 3,the Surety shall promptly and at the Surety's ex- are specified in the Construction Contract,actual dam- ense take one of the following actions: ages caused by delayed performance or non-perfor- mance of the Contractor. 4.1 Arrange for the Contractor,with consent of the Owner,to perform and complete the Construction 7. The Surety shall not be liable to the Owner or others for Contract;or obligations of the Contractor that are unrelated to the Con- struction Contract,and the Balance of the Contract Price 4.2 Undertake to perform and complete the Construc- shall not be reduced or set off on account of any such tion Contract itself,through its agents or through inde- unrelated obligations. No right of action shall accrue on pendent contractors;or this Bond to any person or entity other than the Owner or its heirs,executors,administrators,or successors. 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a 8. The Surety hereby waives notice of any change,includ- contract for performance and completion of the Con- ing changes of time,to the Construction Contract or to struction Contract,arrange for a contract to be pre- related subcontracts,purchase orders and other obliga- pared for execution by the Owner and the contractor tions. selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a 9. Any proceeding,legal or equitable,under this Bond qualified surety equivalent to the bonds issued on the may be instituted in any court of competent jurisdiction in Construction Contract,and pay to the Owner the the location in which the work or part of the work is located amount of damages as described in Paragraph 6 in ex- and shall be instituted within two years after Contractor cess of the Balance of the Contract Price incurred by the Default or within two years after the Contractor ceased Owner resulting from the Contractor's default;or working or within two years aftter the Surety refuses or falls to perform its obligations under this Bond,whichever oc- 4.4 Waive its rights to perform and complete, arrange curs first. If the provisions of this Paragraph are void or for completion,or obtain a new contractor and with prohibited by law,the minimum period of limitation avail- A DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 2 IE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C.20006 IIRD PRINTING-MARCH 1987 12/16/2015 WED 9: 22 FAX 171009/017 able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by shall be applicable. the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,re- 10. Notice to the Surety,the Owner or the Contractor shall duced by all valid and proper payments made to or on be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con- nature page. tract. 11. When this Bond has been furnished to comply with a 12.2 Construction Contract: The agreement between statutory or other legal requirement in the location where the Owner and the Contractor identified on the sig- the construction was to be performed,any provision in this nature page, including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto. shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall 12.3 Contractor Default: Failure of the Contractor, be deemed incorporated herein. The intent is that this which has neither been remedied nor waived,to per- Bond shall be construed as a statutory bond and not as a form or otherwise to complywi(h the terms of the common law bond. Construction Contract. 12 DEFINITIONS 12.4 Owner Default: Failure of the Owner,which has neither been remedied nor waived,to pay the Con- 12.1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to payable by the Owner to the Contractor under the perform and complete or comply with the other terms Construction Contract after all proper adjustments thereof. have been made,including allowance to the Con- MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: apace is provided below for additional signatures of added parties, other than those appearing on the cover page.) :ONTRACTOR AS PRINCIPAL SURETY :ompany: (Corporate Seal) Company: (Corporate Seal) -ignature: Signature: Name and Title: Name and Title Adress: Address: A DOCUMENTA312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 3 IE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W,WASHINGTON D.C.20006 IIRD PRINTING-MARCH 1907 12/16/2015 WED 9: 22 FAX 0010/017 i I THE AMERICAN INSTITUTE OF ARCHITECTS I I 1 i Bond No.NRIFSU0654688 AIA Document A312 Payment Bond Any singular reference to Contractor.Surety,Owner or otherparty shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principle Place of Business): CARTER-MELENCE,INC. International Fidelity Insurance Company 104 New York Ave. One Newark Center Sound Beach,NY 11789 Newark, NJ 07102 OWNER(Name and Address): Town Of Southold 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: Amount:$238,000.00 (Two Hundred Thirty Eight Thousand Dollars and 00/100). Description(Name and Location): Southold Highway Maintenance Building, 275 Peconic Lane, Peconic, NY 11958, Contract C-Plumbing. BOND Date(Not earlier than Construction Contract Date): December 2nd,2015 Amount:$238,000.00(Two Hundred Thirty Eight Thousand Dollars and 00/100). Modifications to this Bond: x None See Page 6 CONTRACTOR AS PRINCIPAL SURETY COMPANY: (CorporateSeal) COMPANY: (Corporate Seal CARTER-MF CE,INC.A / Ra, International Fid ra Comp Signature., Signature: Name and Title: Donald J. 0 r Ha lon Name and Title: President Edmund J. Bergassi,Attorney-in-Fact (Any additional signatures appear on page 6) FOR INFORMATION ONLY-Name,Address and Telephone OWNER'S REPRESENTATIVE(Architect, AGENT OR BROKER: Engineer or other party): BERGASSI GROUP LLC 35 Portman Road New Rochelle,NY 10801 1. The Contractor and the Surety,jointly and severally, 6. When the Claimant has satisfied the conditions of 41A DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 4 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE,N W.,WASHINGTON D.C.20006 THIRD PRINTING-MARCH 1987 12/16/2015 WED 9: 22 FAX 0011/017 bind themselves,their heirs,executors,administrators, Paragraph 4,the Surety shall promptly and at the successors,and assigns to the Owner to pay for labor, Surety's expense take the following actions: materials and equipment furnished for use in the perfor- 6.1 Send an answer to the Claimant,with a copy to mance of the Construction Contract,which is incorpo- the Owner,within 45 days after receipt of the claim, rated herein by reference. 2. With respect to the Owner,this obligation shall be stating the amounts that are undisputed and the basis null and void if the Contractor: for challenging any amounts that are disputed. 2.1 Promptly makes payment,directly,or indirectly, 6.2 Pay or arrange for payment of any undisputed for all sums due Claimants,and amounts. 7. The Surety's total obligation shall not exceed the 2.2 Defends,indemnifies and holds harmless the amount of this Bond, and the amount of this Bond shall be Owner from claims,demands,liens or suits by any credited for any payments made in good faith by the Surety. person or entity whose claim,demand,lien or suit is 8. Amounts owed by the Owner to the Contractor under for the payment for labor,materials,or equipment fur- the Construction Contract shall be used for the perfor- nished for use in the performance of the Construction mance of the Construction Contract and to satisfy claims, Contract,provided the Owner has promptly notified if any,under any Construction Performance Bond. By the Contractor and the Surety(at the address the Contractor furnishing and the Owner accepting this described in Paragraph 12)of any claims,demands, Bond,they agree that all funds earned by the Contractor liens,or suits and tendered defense of such claims, in the performance of the Construction Contract are demands,liens or suits to the Contractor and the dedicated to satisfy obligations of the Contractor and Surety,and provided there is no Owner Default. the Surety under this Bond,subject to the Owner's prior- i. With respect to Claimants,this obligation shall be ity to use the funds for the completion of the work. null and void if the Contractor promptly makes pay- 9. The Surety shall not be liable to the Owner,Claimants ment,directly or indirectly,for all sums due. or others for obligations of the Contractor that are unrelat- ed to the Construction Contract The Owner shall not be 4. The Surety shall have no obligation to Claimants liable for payment of any costs or expenses of any Claim- inder this Bond until: ant under this Bond,and shall have under this Bond no obll- 4.1 Claimants who are employed by or have a direct gations to make payments to,give notices on behalf of,or contract with the Contractor have given notice to the otherwise have obligations to Claimants under this Bond_ Surety(at the address described in Paragraph 12)and 10. The Surety hereby waives notice of any change, sent a copy,or notice thereof,to the Owner,stating including changes of time,to the Construction Contract that a claim is being made under this Bond and,with or to related subcontracts,purchase orders and other obligations. substantial accuracy,the amount of the claim. 11. No suit or action shall be commenced by a Claimant 4.2 Claimants who do not have a direct contract under this Bond other than in a court of competent juris- with the Contractor. diction in the location in which the work or part of the .1 Have furnished written notice to the Con- work is located or after the expiration of one year from the tractor and sent a copy,or notice thereof,to date(1)on which the Claimant gave the notice required by the Owner,within 90 days after having last performed labor or last furnished materials or Subparagraph 4.1 or Clause 42.3,or(2)on which the last equipment included in the claim stating,with labor or service was performed by anyone or the last mate- substantial accuracy,the amount of the claim rials or equipment were furnished by anyone under the Con- and the name of the party to whom the struction Contract,whichever of(1)or(2)first occurs. If the materials were furnished or supplied or for provisions of this Paragraph are void or prohibited by law, whom the labor was done or performed;and the minimum period of limitation available to sureties as a .2 Have either received a rejection in whole or defense in the jurisdiction of the suit shall be applicable_ in part from the Contractor,or not received 12. Notice to the Surety,the Owner or the Contractor within 30 days of furnishing the above no- shall be mailed or delivered to the address shown on the tice any communication from the Contractor signature page_ Actual receipt of notice by Surety,the by which the Contractor has indicated the Owner or the Contractor,however accomplished,shall claim will be paid directly or indirectly:and be sufficient compliance as of the date received at the .3 Not having been paid within the above 30 address shown on the signature page_ days,have sent a written notice to the Surety 13. When this Bond has been furnished to comply with a (at the address described in Paragraph 12)and statutory or other legal requirement in the location where sent a copy,or notice thereof,to the Owner, the construction was to be performed, any provision in this stating that a claim is being made under this Bond conflicting with said statutory or legal requirement Bond and enclosing a copy of the previous shall be deemed deleted herefrom and provisions con- written notice furnished to the Contractor. forming to such statutory or other legal requirement shall . If a notice required by Paragraph 4 is gven by the Owner to the be deemed incorporated herein. The intent is that this ontractor or to the Surety,that is sufficient compliance. end shall be construed as a statutory bond and not as a Construction Contract,architectural and engineering Ammon law bond. services required for performance of the work of the DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 5 E AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W.,WASHINGTON D.C_20006 ]RD PRINTING-MARCH 1987 12/16;/2015 WED 9: 22 FAX 2012/017 Contractor and the Contractor's subcontractors,and 14. Upon request by any person or entity appearing to be a all other items for which a mechanic's lien may be potential beneficiary of this Band,the Contractor shall asserted in the jurisdiction where the labor,materials promptly furnish a copy of this Bond or shall permit a copy or equipment were furnished. to be made. j 15.2 Construction Contract: The agreement between i 15. DEFINITIONS the Owner and the Contractor identified on the sig- nature page,including all Contract Documents and 15.1 Claimant: An individual or entity having a direct changes thereto_ contract with the Contractor or with a subcontractor of the Contractor to furnish labor,materials or equip- 15.3 Owner Default: Failure of the Owner,which has ment for use in the performance of the Contract. The neither been remedied nor waived,to pay the Con- intent of this Bond shall be to include without limita- tractor as required by the Construction Contract or to tion in the terms"labor,materials or equipment"that perform and complete or comply with the other terms ! part of water,gas,power,light,heat,oil,gasoline, thereof. telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 1. Amend paragraphs 4.1 and 4.2.3 dealing with notice to the surety by adding at the end of each paragraph"and furnished to surety an explanation of the claim and copies of documents on which the Claimant relies to support the claim." 2. Amend paragraph 5 by changing"or"to"and"so it reads: 5. If a notice required by paragraph 4 is given by the Owner to the Contractor and to the Surety that is sufficient compliance. 3. Paragraph 6 above is deleted in its entirety and the following is substituted in its place: 6. When the claimant has satisfied the conditions of paragraph 4 and has submitted any additional supporting documentation,and any sworn goof of claim,requested by the Surety,the Surety shall,within a reasonable period of time,which shall not be less than 45 days, respond too he Claimant and offer to pay or arrange for payment of any undisputed amount;provided,however,that the failure of the Surety to fully and/or imely discharge its obligations under this paragraph or to dispute or identify any specific defense to all or part of a claim shall not be deemed an admission of liability by the Surety or otherwise constitute a waiver of any rights or defenses the Contractor and/or Surety may have or acquire Is to such claim,including,without limitation,any right to dispute such claim. In no event shall the Surety liability to any claimant under this Bond wceed the sum properly due such claimant. Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) ,ONTRACTOR AS PRINCIPAL SURETY .ompany: (Corporate Seal) Company: (Corporate Seal) signature: Signature: lame and Title, Name and Title: .ddress: Address: A DOCUMENT A312 PERFORMANCE BOND AND PAYMENT BOND DECEMBER 1984 ED.,AIA A 312-1984 6 IE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,N.W,WASHINGTON D.C_20006 - IIRD PRINTING-MARCH 1987 ,12/16/.2015 WED 9: 23 FAX 0013/017 ACKNOWLEDGEMENT OF PRINCIPAL,IF A CORPORATION STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) On the 3rd day of Doc. in the year 2015 ,before me personally came Donald J. O'Hanlon to me known,who, being by me duly sworn, did depose and say that(s)he resides at Miller Place, NY that he/sem is the President of CARTER- NIELENCE,INC. ,the corporation described in and which executed the above instrument;and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. �f Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF A PARTNERSHIP STATE OF )ss: COUNTY OF ) On the day of in the year , before me personally came to me known and known to me to be a member of the firm , described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF AN INDIVIDUAL STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same. Notary Public 12/1$/2015 WED 9: 23 FAX 0014/017 ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) COUNTY OF WESTCBESTER)ss; On the 2nd day of December in the year 2015 , before me personally came Edmund J.Bergassi tome known,who,being by me duly sworn,did depose and say that he/she resides at Eastchester,NY ,that he/she is the Attorney-in-Fact of International Fidelity Insurance Company ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. Notary Public Notary?uMG,State of id evi york _ .� Ido.rJ 1�RA6 i 5u5u3 O!;aiifiedin'vl'estcl;estarCaanty �r Commission Expires 60I0vur 3,20 12/1t(2015 WED 9: 23 FAX 0015/017 i i i INTERNATIONAL FIDELITY INSURANCE COMPANY ONE NEWARK CENTER.,20Ttt FLOOR,NEWARK,hTEW JERSEY 07102-5207 STATEMENT OF ASSETS,LIABILITIES,SURPLUS AND OTHER FUNDS AT DECEMBER.31,2014 ASSETS Bonds(Armor lined Value) ......................... ........... . $75,841,012 Common Stocks(Market Value) ................ .. .... ...... .... 30,956,237 Mortgage Loans on Real Estate ............................... .. 1,638,703 Cash,Bank Deposits&Shot t Term Invest)nents ................. .... 54,886,371 Other Invested Assets ............... ....................... . 276,378 Unpaid Premiums&Assumed Balances .......................... 17,470,611 Reinsurance Recoverable from Reinseners . ....... ................. 4,296,604 Electronic Data Processing Equipment............................ 262,514 Investment Income Due and Accrued ............................ 397,349 Currentfederal&foreign income tax recoverable&interest thereon .._... 2,449,803 Net Deferred Tax Assets ..................................... 2,545,153 Health Care and Other Amounts Receivable ...................... 59,790 Receivables from Parent,Subsidiaries&Affiliates ................... 329,806 Other Assels _,__.._.:............ .......... ..... ......... 18,732,118 TOTAL ASSETS................................... V10.141.849 11ABIL1TIES,SURPLUS&OT i,T:R FUNDS Losses(Reported Losses Net as to Reinsurance Ceded and Incurred But Not Reported Losses) ............ .... ..... ......... $845.550 Reinsurance Payable on Paid Losses and Loss Adjushnent Expenses ...... 2,139,589 Loss Adjushnent Expenses .................. .................. 3,932,838 Conunissions Payable,Contingent Commissions&Other Similar Charges.. 233,356 Other Expenses(Excluding Taxes,Licenses and Fees)........ ......... 4,274,654 Taxes,Licenses&Fees(Excluding Federal Income Tax) ..........:.... 393,950 Unearned Premiums ........................................ 33,758,516 Dividends Declared&Unpaid:Policyholders....................... 800,000 Ceded Reinsurance Premiums Payable ........................... 4,027,833 Funds Held by Company under Reinsurance T)eaties............... . . 1,031 Amounts 1Vithheld by Company for Account of Others ............... 69,720,057 Provision for Reinsurance..................................... 1,186 Payable to Parent,Subsidiaries and Affiliates.................. ..... 101,528 Other Liabilities ........ ................................... 6,004,649 TOTAL LIABILITIES............... ............. $126�3a 737 Common Capital Stock............................... ... ...... $1,500,000 Gross Paid-in&Contributed Surplus............................. 374,600 Surplus Notes .......... ................................. 16,000,000 Unassigned Funds(Surplus)......._.... ........... ............ 69,649,027 Less:Treasury Stock at cost(83,880 shares common)(value incl.$45.) ..... 3,616515 Surplus as Regards Policyholders .................. . $83,907.112 TOTAL LIABILITIES,SURPLUS&OTHER.FUNDS...... 12-1-(—)7 41.L49 I,Francis L.Mitterinoff,President of I NTERNATIO NAL FIDELITY INSURANCE COlvfPANY,certify that the foregoing is a fan statement of Assets,Lia bili lies,Surplus and Otler Funds of this Company,at the close of business,December 31,2014, as reflected by its books and records and as repo)ted in its statement on file with the Insurance Dep arinIenI of the State of New jersey_ 4�MtUTY lyfG IN TESTIMONY WHEREOF,I have set my hand and affixed the �oaPa seal of the Company,this 231 d day of February,2015. fT SEAL INTL•RNATIONAL PIDLLITY INSURANCE COMPANY y tso4 , d�yJE4S�aY�� lsi w ��a 12/10/2015 WED 9: 23 FAX 0016/017 Mvv `-•- <� - .a:-s ;;,'=ms's-wz:a wx: _.:a: cr-;`;k>•.�<,•• _�e�?v.:r 4`x.� ",i."arc^max" ':s?s � 'ret%6"`_ ,.>r'a>,� ;��ra .»>-,. -'�.c.'i -c 3� k� n "-`.1?"c'�=�r.. 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"Ft"rCE#JT�R �2" �FL'•�4fit;:t�)ti~ - - ;N± LFID 1�1f"1C�iS RAN@E COMPAN ,aco: tion or anizei#'and',ezisiir%g'u nder` JZN6W` ALLMEN.Ri'r_THE5E;PRES t tS: i E�aL 1MTEiiNA f10 A � U', ,"laws bf-the State of New Jersey;;and ALLr=i3HENY:CAtUALT`I,COMPA14Y=`acorporat?oii o�j8nized�and'extsbang undef the laws of.th6I Wte.o[. fF'ennsyly_1d;having.their ptincipal�officeInftii='Cit}-6f-tJewarEt,New`Jeisey,-do here 6y consgft4teand-appoint•= ` 1*DMQND,,J..BERGASSI =Never Rocjielle, NY, tfi@ir-Erre taivhil,attomey(s}arl=fact totexecute;seal and&iE 6r for aha on ite betialf.as sarety any anif aE!boizds,and uoUertakings, otttracCs_of indemnity andothe-writingg`sobliggatorymthe.paturethereof-,.•wkiicft,are:orrimay be�11oWed„requffed'orperrivtfedf?y,la�ryrst�lh7te-rule;-regulafiori,contract onotherwi&e arid.=the"eXecuUon�of'such-instrument f s?=in"pursuance'of"these pri sbnts;;sfiall-be `b"s:binding-upon.the said•1N�RtJATIt3NAL FIDELITY ELI EY INSURANCE CbMPANY--and'ALLEGHENY CASUAL _COMPANY;:as'fulfy'.and atnpl}I,.'Co all Inteht§:'arid•purposes,as:if lhe"same had been-;duly.e�tecuted.and. acknawI dged_by their.regularV.elected officers,at their principal-offices: = " •' ;'r '' ` l his,•,Power'of Nttbrneyy is executed:and may be'revoked; pursuant:-to and-ISy authority•nf;the;8y-L'aws:of IN7ERNp710NpL FIDEt FfY(NSt1FANCE`.; COMPANY and ALLEG lENY,EASUAL'fY Cf-MPAt4Y.—r)d is�r�nted undeF`-and.by auttiontYof.tJie_foiloVving"_resdlUtion adopted by the-85 DiFeetots of:litT_ERNATIONAL FIDELITYij>ISURANCE COMPANYata meeting if I held oh.the 20th,day,-bf July,-2010ancrby the B'oard.ofDlreetors of ALLEGHENY C}�SUALTY;GOMPANY at a rpeeting;duly field,ori;the:7?th dayo#August;-2,000:, - "f3ESOL>/ED;_ihat`(-1)lh'e,Presfdont V ce f?resideii 'Executive Vice'I?tesfden'f&Sebretary,of the Corporation shall,have 1fie pewer t' a (?jpt;and to r`evbke:"' -the.appointments•of,Attomeysan-Fact-or agentsyrl power=and-aUthorjty-as_defined arlimitedintheir`respective'powe!rso€attorney;and•to•eiceeuteonbehalf- - _of the Corpor`abon anis affix the'Corporation's�-seal thereto;bonds,;Undertakings,,recognizances; "contracts,of-rnderiini�y'and'other_Writter'4biigafipns=m•ftae" nature.thereof:or related.tf#ereto;=,arjd(2)arty scirb.Offiicers•of-the,Gorporabon mayappoirit.and,(evoke tiie•appointments-of, joint-control.custpt7,ians,'agenfs ,. =fdr acre tarice of process,and-Attorneys-in=tact with authority td'ezecu"te waivers and consents on behalf of:.ihe'Corporafiolrr,•snd •(3)"•ftie=signabire,of:any , such•Offi-cerof tkie Corporation°ar�the Go ora6on•s-;sealmaybe:affixed by,;facsimile'h>arty powerofattomey.w cerSticatlbn.giveri to�rthe executi�on'of,�any -bond,undertaking,recognizance,contract b�incTeinnity,or other`_wnften_obliganon in•the nature-tfiereof-•.or.'related thereto,such-signature acrd seal$ wtlen:. soused whether"tier�e(ofore or�iereaftef, ;beirig.hei•eby,.aiJoppked'by:#he Corporation asthe-original,signature,of'sIi`ch officer:-and the original_seal of•fhe Cpfporation;-to be vabd and:bindmg upon'the Corporafian=with the same-force andeffect as though marxra y'affiiced" ; ' - • _ IN WITNESS-WHEREOF, INTE.RN&IONAL-FIDELITY"INSURANCE COMPANY•and'ALLECsHENY CASUALTY COMPANY-have each exeeuted-and a€tested these presents on this 12th day of IViarch,,2012_ - - STATE-OF NEW JERSEY _ - =GA�iJAIjf.M1 f? " County of Essex ,TEAL ; I goa� d •. 93 _ .ROBERT IN:MINSTER i = Executive Vice PresidentfChief O erating O'ffrcer Y�,iPt�ti :(IntemaSoPa!Fidelity,insurance; ompany)- _ and,Pfesideni(Allegheny Casualty Company) On this' 12th,day of March 2012, before me came the=indivictuai'whg ek2cufed the preceding inst ument rto me personally known.,a'rid, being-tiji-rime dory' sworn,,,sald,he-is the',therein descn-b4d-arid aihfrorized,officerof:INTERNATIONAL FIDELITY• rN,UQRANCE cOi�IPANY,and'ALLEGHENY CASUALTY COMPANY;'that•tile seals affixed to Sdiil insfrumeht'are the corporate teats of said Companies;that the said:Cgrparafe Seals°and his signature'wer'e , - duly'affixed by orderof the 0oards of b_'rectors of sa_id Companies :IN TEST46NY WHEREOF,.Lh 3ve kiereurtto setmmy hand'a#fixed-my Officiaf Seal, atfhe-City-o6Neuark;New Jepseythe day-andyear first above written. --c— (0) NQTARY ? "PUSuc * A NOTARY,PUBLiC-OF. JERSEY 'jr �'� My Commission Expires'Nov.21,2015- �"Ea�-v tERTI FICATION i,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and•ALLEGHENY CASUALTY COMPANY do he certifythat I have compdr'ed the foregoing copy of the Power of Attorney acid affidavit,and the copy of the Sections of the ByLaws of said Companies as set=forth in said : Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has i)ot been revoked andts•now in'full force and effect. IN 1-ESTIMONY WHEREOF,- t have hereunto set my hand this 2nd day of December,- 2015 MARIA$RANCt�AssistantSec'retaik - f 12/116/,2015 WED 9: 24 FAX 0017/017 N Complete items 1,2,and 3_Also complete A.Signature Item 4 if Restricted Delivery Is desired. ❑Agent N Pnnt your name and address on the reverse X ❑Addressee So that we can return the card to you. B. by(Prince Jdam e) C Date of Delivery A Attach this card to the back of the mailpiece, r or on the front if space permits. l 1-.Article Addressed to, D.Is delivery add Mere t from dem f? ❑Yes If YES,enter delivery address below; ❑No S°3()qs ; j ill I IIIl1IIlll Iflllllllll lillllIIII II Illlll `- 3.Service Typeerttfie Q-,j 1\iii 11d Marlin 17 Prts" onty Marl Expresi { ❑Registered ❑Return Rece7ptfor Merchandlse,. ❑Insured Mall Q Collect on Delivery 4. Restricted Delivery?VxIm Fee) D Yes t 2 Article Number (Transferfmmservccelafn_!J 70V5' 1 Sao 0f7007 0(13 c-7 -7579 j PS Form 3811.July 2013 Domestic Return Receipt USPS.com®-USPS Tracking® Page 1 English customer Se—me USPS Moble Register I Sign In i JuUSPSCOM' Cust USPS Tracking® �� Have mer Service ��.!` 1 rons?We're hereto help. Get Easy Tracking Updates> Sign up for My USPS Tracking Number 70161520000006377578 7015 1520 ❑❑❑❑ 13637 75" y" o'" o❑❑I]O❑ , m W 3 Product & Tracking Information �q� a Postal Product: Features: d�o T c R First-Class Malle Certified Made Return Receipt a i3 g o s a See tracking for related item: o z 9590952106150217705550 DATE 8 TIME STATUS OF ITEM LOCATION � 47 mer 7,2015, Delivered SOUTHOLD,NY 11971 P '� P ret t baa> Your sin was Delivered a:3 47 pm on December 7 2015 ir.SOUTHOLD,NY 11971 O c P Dece mber 7,2015, F''" . 10 05 am Available for Pickup SOUTHOLD,NY 11971 5 h 15 December 6,2015,7 06 pm Departed USPS Facility MID ISLAND,NY December 6,20f 5, Arrived at USPS Facility MID ISLAND,NY 11 51 am December 5,2015,7 06 Arrived at USPS Origin NEW YORK,NY 10199 pm Facility December 4,2015, Departed USPS Facility BROOKLYN,NY 11256 10 00 pm December 4,2015, Arrived at USPS Origin BROOKLYN,NY 11256 12-24 pm Facility December 3,2015.2-17 Departed Post Office SOUND pin BEACH.NY 11789 December 3,2015, Acceptance SOUND 11 21 am BEACH,NY 11789 Track Another Package Manage Incoming Packages Bond No. 106356214 Document A312 TM — 2010 Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: SURETY: (iVame,legal status and address) (fame,legal status and principal place of business) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America 1165 Station Road 343 Thornall Street, 5th Floor This document has Important legal Edison, NJ 08837 consequences.Consultation with Medford, NY 11763 Mailing Address for Notices an attorney Is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Name,legal status and address) Contractor,Surety,Owner or Town of Southold other party shall be considered plural where applicable. 53095 Main Road Southold, NY 11971 CONSTRUCTION,CONTRACT Date: December 10, 2015 Amount:$444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Description: Name and location) Perform all heating,ventilation and air conditioning (HVAC)work associated with the Construction of a new Highway Maintenance Garage @ the Highway/DPW Yard located @ 275 Peconic Lane, Peconic, NY BOND Date: December 17, 2015 (Not earlier than Construction C.'ontract Date) Amount:S 444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Modifications to tivs Bond: © None ❑ Sec Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Ca,porale Seal) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America Signature: $ Signature: ir� Rosanne Callahan Namez Name and Title: // and Title: Attorney-in-Fact (Any additional signatures appear on the last page of this Po onnance Bond) (FOR INFORAL4TION ONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: - - Surre Goldberg & Henry Associates (Architect,Engineer or otherparV.) 255 Executive Drive Suite 401 L.K. McLean Associates, P.C. Plainview, NY 11803 437 S Country Rd. 516-576-3131 Brookhaven, NY 11719 S-18521AS 8110 i t §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner for the performance of the Construction Contract,which is incorporated herein by reference. §2 If the Contractor performs the Construction Contract,the Surety and the Contractor shall have no obligation under this Bond,except when applicable to participate in a conference as provided in Section 3. §3 If there is no Owner Default under,the Construction Contract,the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default.Such notice shall indicate whetber the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's performance.If the Owner docs not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice,request such a conference.If the Surety timely requests a conference,the Owner shall attend.Unless the Owner agrees otherwise,any conference requested under this Section 3.1 shall be held within ten(10)business days of the Surety's receipt of the Owner's notice'.If the Owner,the Contractor and the Surety agree,the Contractor shall be allowed a reasonable time to perform the Construction Contract,but such an agreement shall not waive the Owner's right,if any,subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Construction Contract and notifies the Surety;and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. §4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations,or release the Surety from its obligations,except to the extent the Surety demonstrates actual prejudice. §5 When the Owner has satisfied the conditions of Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: §5.1 Arrange for the Contractor,with the consent of the Owner,to perform and complete the Construction Contract; §5.2 Undertake to perform and complete the Construction Contract itself,through its agents or independent contractors; §5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract,arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence,to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default;or §5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation,determine the amount for which it may be liable to the Owner'and,as soon as practicable after the amount is determined,make payment to the Owner;or .2 Deny liability,in whole or in part and notify the Owner,citing the reasons for denial. §6 If the Surety does not proceed as provided in Section 5 with reasonable promptness,the Surety shall be deemed to be in default on this Bond seven days atter receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond,and the Owner shall be entitled to enforce any remedy available to the Owner.If the Surety proceeds as provided in Section 5.4,and the Owner refuses the payment or the Surety has denied liability,in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 1 - S-1852/AS 8/10 §7 If the Surety elects to act under Section 5.1,5.2 or 5.3,then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Surety shall not be greater than those of the 0«mcr under the Construction Contract.Subject to the commitment,by the Owncr to pay the Balance of the Contract Price,the Surety is obligated,without duplication,for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal,design professional and delay costs resulting from the Contractor's Default,and resulting from the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. §8 If the Surety elects to act under Section 5.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. § Me Surely shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. §10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §11 Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond,whichever occurs first.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §12 Notice to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. §13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §14 Definitions §14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made,including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. §14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and changes made to the agreement and the Contract Documents. §14.3 Contractor Default.Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material. term of the Construction Contract. §14.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §14.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §15 If this Bond is.issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. $-1852/AS 8/10 §16 Modifieations to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL. SURETY Company: (Coipoate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-1852/AS 8/10 ACKNOWLEDGMENT OF PRINCIPAL IF A CORPORATION STATE OF NEW YORK } ss: COUNTY OF } On this �� day of � C �X� ,� , 2015, before me personally appeared to me known, who, being by me duly sworn, did depose and say that helxe e resides at 1s ,that�she is the g�/b1 of AIA121 �/1f� Lu �c,I�/*)) the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. J KATHERINE ADRAGNA Aif NOTARY PUBLIC,STATE OF NEW YORK ----------- ----- -- ----_-------- ------------------ NO.4787442 Notary Public QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRED, 12-31-2017 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK } ss: COUNTY OF NASSAU } On December 17,2015 before me personally came Rosanne Callahan to me known who, being by me duly sworn,did depose and say that he/she resides at 255 Executive Drive, Plainview, New York 11803,that he/she is the Attorney-In-Fact of Travelers Casualty and Surety Company of America the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ----------------------------------------------------- Notary Public Peter Henry Notary Public State of NY No.01HE4784829 Qualified in Nassau county Commission Expires January 31,2018 WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS I POWER OF ATTORNEY " Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 229242 Certificate No. 006211053 KNOW ALL MEN BY THESE PRESENTS- That Farmington Casualty Company, St.Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations dtily organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Peter Henry,Rosanne Callahan,Robert V Finnell,Janice R.Fiscina,Jennifer Johnston,Fern Perry,Deborah L.Severin,and Dave W.Rosehill of the City of Plainview State of New York their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required orrpp r iff4in an c ions rr.Pr Jgceedings allowed by law. J IN WITNESS WHEREOF,the Companies have caused this mss nit to b e.h d gntheir�orp ate seals to be hereto affixed,this I st day of April 2015 Farmington Casualty Co ftpa yy �,� St.Paul Mercury Insurance Company Fidelity and Guarantyiasurance riipany Travelers Casualty and Surety Company Fidelity and Guaranty sur`ance nderwnters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company z _ V,tOR.OR4o �� c �3y jb" n 6 INCOflPoRATED� a = Jfj.tORPORA>fyc i�u�ORPORATf..°,n? 'a°� %, I o it s s z o 19 7 s :a• --- ° a wutrFoao, � caft SEALi§ <O 1.9Jr �•SEALio �. °i i CONN ° rUVM 8 N 1896 ..... AAs t d: ;of > r° °iy�... .•%�t` a �' ?• °`4�n�am"�� ti „....AN „..ate ts.. �5+.�,..�'`• 1 � ��w�'� A AtN� State of Connecticut By- City yCity of Hartford ss Robert L.Raney, entor Vice President On this the 1st day of April 2015 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc,St Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. f��ok In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. y� Mane C Tetreault,Notary Public 58440-8-12 Printed In U.S.A. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows- RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsunile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and Umted�S tes Fidel�yg+Yand Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies w'Yiichtis il'iZl force�a idleffect and has not been revoked. PET 17 2015 IN TESTIMONY WHEREOF,I have hereunto set my hand and affixe these s ofsaid,Companies this day of 20 Kevin E.Hughes,Assistant Sec tary pASU,�t ^Y/ p10.E r` J,,,� �� o`*�-iBso9 a+• '""�-"s�9`.t JPL7Y ANps wnsugRr �SiY'6to �$' ' 6 n BiCORPORnTEo x� o' ,,, F:m ;iwrconeoaarF.�} � �iw 1 9 6 2 0 � '�,9]7 ? $ w� ! s F• -- .o? ¢ HARTFORD, t J H4Rr6RD, � a Z�•�# � � � i951 'g i �,' SEAL,,'o� ��iSBAL:.�E ,•Oo �' r N ��Yy. *N,a •� Z� eZ�o,��,a�NCE°� '�1...varf ��v,:,s ,•..IF'a� d°'i a'`a� • '��� �1'�4Y1 tN� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www travelersbond.com Please refer to the Attomey-In-Fact number,the above-named individuals and the details of the bond to which the power is attached WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENTAS OF DECEMBER 31,2014 AS FILED IN THE STATE OF NEW YORK CAPITAL STOCK$8,480,000 ASSETS LIABILITIES&SURPLUS CASH AND INVESTED CASH S 127,187,283 UNEARNED PREMIUMS $ 855,349,712 BONDS 3,411,430,937 LOSSES 680,168,443 STOCKS 3281931,879 LOSS ADJUSTMENT EXPENSES 358,911,923 INVESTMENT INCOME DUE AND ACCRUED 45,277,103 COMMISSIONS 34,142,048 OTHER INVESTED ASSETS 4,019,416 TAXES,LICENSES AND FEES 11,534,868 PREMIUM-BALANCES 209,882,904 OTHER EXPENSES 40,097,405 NET DEFERRED TAX ASSET 62,639,844 CURRENT FEDERAL AND FOREIGN INCOME TAXES 24,133,560 REINSURANCE RECOVERABLE 17,397,751 REMITTANCES AND ITEMS NOT ALLOCATED 11,052,862 SECURITIES LENDING REINVESTED COLLATERAL ASSETS 8,224,694 AMOUNTS WITHHELD t RETAINED BY COMPANY FOR OTHERS 41,744,996 RECEIVABLES FROM PARENT,SUBSIDIARIES AND AFFILIATES 8,057,199 RETROACTIVE REINSURANCE RESERVE ASSUMED 853,430 OTHERASSETS 3,079,655 POLICYHOLDER DIVIDENDS 7,376,699 PROVISION FOR REINSURANCE 3,418,505 ADVANCE PREMIUM 1,327,118 PAYABLE FOR SECURITIES 4,590,766 PAYABLE FOR SECURITIES LENDING 8,224,694 CEDED REINSURANCE NET PREMIUMS PAYABLE 28,084,142 ESCHEAT LIABILITY 1,138,040 OTHERACCRUED EXPENSES AND LIABILITIES 421.157 TOTAL LIABILITIES $ 2.110.578,190 CAPITALSTOCK $ 8„480,000 PAID IN SURPLUS 433,803,760 OTHERSURPLUS 1.874.373.715- TOTAL SURPLUS TOPOLICYHOLOERS $ 2,114.857,475 TOTALASSETS $ 4,225,233,865 TOTAL LIABILITIES&SURPLUS $ 4,225,233,665 STATE OF CONNECTICUT ) COUNTY OF HARTFORD )SS. CITY OF HARTFORD ) MICHAEL J.DOODY,BEING DULY SWORN,SAYS THAT HE IS SECOND VICE PRESIDENT,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING IS A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER,2014. ��'ll�ae.erli T-Joo� SECOND VICE PRESIDE SUBSCRIBED AND SWORN TO BEFORE ME THIS NOTARY PUBLI , 19TH DAY OF MARCH,2015 SUSAN M.WPISSLEDER NotaryPublic .I' !�St��i�i My Commission ExplresNovember30,2017 nuIt Bond No. 106356214 Document A312 TM - 2010 Conforms with The American Institute of Architects AIA Document 312 Payment Bond CONTRACTOR: SURETY: (Maine,legal stat:is and address) (Name,legal stattis and principal place of business) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America 1165 Station Road 343 Thornall Street, 5th Floor This document has important legal Edison, NJ 08837 consequences.Consultation with Medford, NY 11763 Mailing Address for Notices an attorney Is encouraged with respect to its completion or modification. OWNER: Any singular reference to (Maine,legal status and address) Contactor,Surety,Owner or other party shall Town of Southold plural where applicable.idered 53095 Main Road Southold, NY 11971 CONSTRUCTION CONTRACT Date: December 10, 2015 Amount:$444,500 00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Description: (Name and location) Perform all heating,ventilation and air conditioning (HVAC)work associated with the Construction of a new Highway Maintenance Garage @ the Highway/DPW Yard located @ 275 Peconic Lane, Peconic, NY BOND Date: December 17, 2015 (Not earlier than Construction Contract Date) Amount:$444,500.00 Four Hundred Forty Four Thousand Five Hundred Dollars and 00/100 Modifications to this Bond: x0 None F] See Section 18 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Diam-N- Blu Mechanical Corp. / Travelers Casualty and Surety Company of America Signature: s'�I/✓ yes o�'-'� Signature: —"" "C&L / Rosanne Callahan Name ���' 2/ Name and Title: �S; and Title: Attorney-in-Fact (Any additional signatures appear on the last page of this Payment Bond) (FOR INFOAVATION ONLY—Alame,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: Surre Goldberg & Henry Associates (Archirect,Engineer orotherparty:) 255 Executive Drive Suite 401 L.K. McLean Associates, P.C. Plainview, NY 11803 437 S. Country Rd. Brookhaven, NY 11719 516-576-3131 S-2149/AS 8/10 §1 The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators,successors and assigns to the Owner to pay for labor,materials and equipment furnished for use in the performance of the Construction Contract,which is incorporated herein by reference, subject to the following terms. §2 If the Contractor promptly makes payment of all sums due to Claimants,and defends,indemnifies and holds harmless the Owner from claims, demands,liens or suits by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. §3 If there is no Owner Default under the Construction Contract,the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands,liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Constriction Contract and tendered defense of such claims,demands,liens or suits to the Contractor and the Surety. §4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,demand,lien or suit. §6 The Surety's obligations to a Claimant under this Bond shall arise after the following: §6.1 Claimants,who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the party to whom the materials were,or equipment was,furnished or supplied or for whom the labor was done or performed,within ninety(90)days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety(at the address described in Section 13). §6.2 Claimants,who arc employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). §6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. §7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: §7.1 Send an answer to the Claimant,with a copy to the Owner,within sixty(60)clays after receipt of the Claim,stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and §7.2 Pay or arrange for payment of any undisputed amounts. §7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. §8•The Surety's total obligation shall not exceed the amount of this Bond,plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. §9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims,if any,under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond,subject to the Owner's priority to use the funds for the completion of the work. S-2149/AS 8110 §10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. §11 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts,purchase orders and other obligations. §12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date(1)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs.If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. §13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received. §14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. §16 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. §16 Definitions §16.1 Claim.A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor,materials or equipment furnished; .6 the date on which the Claimant last performed labor or last famished materials or equipment for use in the performance of the Construction Contract; .5 the total amount earned by the Claimant for labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant for labor,materials or equipment furnished as of the date of the Claim. §16.2 Claimant.An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any Individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the terms"labor,materials or equipment"that part of water,gas,power,light,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract,architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors,and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor,materials or equipment were furnished. §16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page,including all Contract Documents and all changes made to the agreement and the Contract Documents. S-2149M 8110 §16.4 Owner Default.Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. §16.6 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. §17 If this Bond is issued for an agreement between a Contractor and subcontractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. §18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties,other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature: Name and Title: Name and Title: Address Address S-21491AS 8110 ACKNOWLEDGMENT OF PRINCIPAL IF A CORPORATION STATE OF NEW YORK } ss: COUNTY OF } On this dayof �cG'�r,���.�- , 2015, before me personally appeared 11C,013 to me known, who,, being by me duly sworn, did depose and say that he/sh resides at ci 6o.'�-b /t/ A� ,that Rshe is the .( of nt �-A4 Lu iglIln * the corporation described in and which executed the foregoing instrument; and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. KATHERINE ADRAGNA NOTARY PUBLIC,STATE OF NEW YORK NO.4787442 Notary Public QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRED, 12-31-2017 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK } ss: COUNTY OF NASSAU } On December 17,2015 before me personally came Rosanne Callahan to me known who, being by me duly sworn,did depose and say that he/she resides at 255 Executive Drive, Plainview, New York 11803,that he/she is the Attorney-In-Fact of Travelers Casualty and Surety Company of America the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ----------------------------------------------------- Notary Public Peter Henry Notary Public State of NY No.GIHE4784829 Qualified in Nassau County Commission Expires January 31,2018 WARNING-THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER [� I POWER OF ATTORNEY TRAVELERS" Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 229242 Certificate No. 006211054 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Peter Henry,Rosanne Callahan,Robert V Finnell,Janice R.Fiscina,Jennifer Johnston,Fern Perry,Deborah L Severin,and Dave W Rosehill of the City of Plainview ,State of New York ,their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in theirusiness 1paranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permittedlrn anraciions or-proceedings allowed by law. � I Y C IN WITNESS WHEREOF,the Companies have caused this instrument to e.tgnedandaffixed,� eirdcoi�porate seals to be hereto axed,this I st day of April 2015 rtAR�` Casualty Farmington m an g y Cop gy " �A g St.Paul Mercury Insurance Company Fidelity and Guaranty l�gsurancefeompan y Travelers Casualty and Surety Company Fidelity and Guaranty nsuranceUnderwrtt iters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company w� St.Paul Guardian Insurance Company ��. q-•`Y/ cd",F1FE�6 yGy p\ INS U.9.Nt Jp1.TY AryG Nt75UgET YY'Y'•VJ O t�• a° e6 at _ jP¢ /r�QO.�....,,. f VJ• q2 P 'PG v.v 4� C ~1982 O �d Plydt�lltED� � m% faICORPOH�>F� v 1977 �^: �• f i f' ___ �€ s HARTFORD, p�'HARf-af�.l� a t. N' � ''yr cR' �y'o�-•...�f•Pr ,s SEAL,'D= � CANN o CAVH. £ N 789s -I i N ,gym^,,,"m�,w�`j° `�•15.:..H•'� '�S„;'ra at F t v7 �ANd� iw State of Connecticut By City of Hartford ss. Robert L Raney, enior Vice President On this the 1st day of April 2015 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer r'.1 In Witness Whereof,I hereunto set my hand and official seal My Commission expires the 30th day of June,2016. pG Mane C Tetreault,Notary Public 58440-8-12 Printed in U.S.A. WARNING-THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary,and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United< ties Fidalitll,and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Comp�tl;�wWch-is iii full fo a an'd'ieffect and has not been revoked. GGig DEC 17 2095 IN TESTIMONY WHEREOF,I have hereunto set my hand and AAA theS91 ofsaidtgompa this day of 20 _. Y 1 � �9 f "k Kevin E.Hughes,Assistant Sec tary G�SU� Qyc••� F1RE°�,t \Aµ IKSp 1�qy p�SY AHp °'sug r�iTYne� i 19 81 0 �: 3 �F: -'- n a HAF{rFORD, < F1ARiFQHA � a ' 1896 Yy R �br 19774 . 1959 4�0 ��aSEAL.�o =a',SEILL :'� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS CASUALTYAND SURETY COMPANY OF AMERICA HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENT AS OF DECEMBER 31,2014 AS FILEQ IN THE STATE OF NEW YORK CAPITAL STOCKS 8,480,000 ASSETS LIABILITIES&SURPLUS CASH AND INVESTED CASH $ 127,187,283 UNEARNED PREMIUMS $ 855,349,712 BONDS 3,411,436,937 LOSSES 660,168,443 STOCKS 328,931,819 LOSS ADJUSTMENT EXPENSES 358,911,923 INVESTMENT INCOME DUEANDACCRUED 45,277,103 COMMISSIONS 34,142,048 OTHER INVESTED ASSETS 4,019,416 TAXES,LICENSES AND FEES 11,534,868 PREMIUM-BALANCES 209,882,904 OTHER EXPENSES 40,097,405 NET DEFERRED TAX ASSET 62,639,844 CURRENT FEDERAL AND FOREIGN INCOME TAXES 24,133,560 REINSURANCE RECOVERABLE 17,397,751 REMITTANCES AND ITEMS NOTALLOCATED 11,062,682 SECURITIES LENDING REINVESTED COLLATERAL ASSETS 8,224,694 AMOUNTS WITHHELD i RETAINED BY COMPANY FOR OTHERS 41,744,996 RECEIVABLES FROM PARENT,SUBSIDIARIES AND AFFILIATES 8,057,199 RETROACTIVE REINSURANCE RESERVE ASSUMED 853,430 OTHER ASSETS 3,078,656 POLICYHOLDER DIVIDENDS 7,370,699 PROVISION FOR REINSURANCE 3,416,505 ADVANCE PREMIUM 1,327,118 PAYABLE FOR SECURITIES 4,590,766 PAYABLE FOR SECURITIES LENDING 8,224,694 CEDED REINSURANCE NET PREMIUMS PAYABLE 28,084,142 ESCHEAT LIABILITY 1,138,040 OTHER ACCRUED EXPENSES AND LIABILITIES 421,157 TOTAL LIABILITIES $ 2,110.576,190 CAPITAL STOCK $ 8,480,000 PAID IN SURPLUS 433,803,760 OTHER SURPLUS 1,674,373.715- TOTAL SURPLUS TO POLICYHOLDERS S 2,114,657.476 TOTALASSETS 5 4,225,233,865 TOTAL LIABILITIES&SURPLUS $ 4,225,233,665 STATE OF CONNECTICUT ) COUNTY OF HARTFORD )SS. CITY OF HARTFORD ) MICHAEL J.DOODY,BEING DULY SWORN,SAYS THAT HE IS SECOND VICE PRESIDENT,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING IS A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE!31ST DAY OF DECEMBER,2014. SECOND VICE PRESIDE SUBSCRIBED AND SWORN TO BEFORE ME THIS NOTARY PUBLI 19TH DAY OF MARCH,2015 SUSAN M.WFISSLEDER Notary Public My Commission&xpires November 30,2017 zz - =a UBLI , �OgyFEO[�°�O ELIZABETH A.NEVILLE,MMC ��0 �y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 ca a Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p Fax(631)765-6145 MARRIAGE OFFICER �� �Q�' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD December 4, 2015 Rob Belz Diam-N-Blu Mechanical Corp 1165 Station Road Medford,NY 11763 Dear Mr. Belz: Congratulations. At the regular Town Board meeting held on December 1, 2015, the Town Board accepted the bid of Diam-N-Blu Mechanical Corp for the HVAC work for the Highway Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. Southold Town Board - Letter Board Meeting of December 1, 2015 gUFFO(K�O RESOLUTION 2015-950 Item# 5.13 ADOPTED DOC ID: 11312 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-950 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON DECEMBER 1, 2015: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Diam-N- Blu Mechanical Corp. in the amount of$444,500.00 for heating, ventilation and air conditioning work in connection with the construction of a new Southold Town Highway Maintenance Building; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell-to execute an Agreement between the Town of Southold and Diam- N-Blu Mechanical Corp. in the total amount of$444,500.00, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: James Dinizio Jr, Councilman SECONDER:William P. Ruland, Councilman AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated December 3, 2015 Page 23 ELIZABETH A. NEVILLE,MMC ��� �/� Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 CA Southold,New York 11971 REGISTRAR OF VITAL STATISTICS �, . Fax(631)765-6145 MARRIAGE OFFICER �' ®� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 25, 2015 Eric Baumack Construction Consultants LI 36 East 2nd Street Riverhead,NY 11901 ;.,,Dear Mr Baumack: Congratulations. At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Construction Consultants LI for the construction and contract work for the new Highway Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. ELIZABETH A.NEVILLE,MMC gyp r/y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 cm Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ; ® Fax(631)765-6145 MARRIAGE OFFICER AM app Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®.� ' �► www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 25, 2015 Donald O'Hanlon Carter-Melence Inc PO Box 907 Sound Beach NY 11789 Dear Mr O'Hanlon: At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Construction Consultants LI for the construction and contract work for the new Highway Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. Southold Town Board- Letter Board Meeting of November 17, 2015 n9i�o) RESOLUTION 2015-935 Item# 5.24 ADOPTED DOC ID: 11299 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-935 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 17, 2015: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Construction Consultants/LI, Inc. in the reduced total amount of$1,479,542.00 for construction and contracting work in connection with the construction of a new Southold Town Highway Maintenance Building; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute an Agreement between the Town of Southold and Construction Consultants/LI, Inc. in the amount of$1,479,542.00, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Jill Doherty, Councilwoman SECONDER:William P. Ruland, Councilman AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated November 18, 2015 Page 32 Southold Town Board - Letter Board Meeting of November 17, 2015 RESOLUTION 2015-934 Item# 5.23 ADOPTED DOC ID: 11298 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-934 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 17, 2015: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Carter- Melence, Inc. in the amount of$238,000.00 for plumbing work in connection with the construction of a new Southold Town Highway Maintenance Building; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute an Agreement between the Town of Southold and Carter- Melence, Inc. in the total amount of$238,000.00, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: James Dinizio Jr, Councilman SECONDER:Jill Doherty, Councilwoman AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated November 18, 2015 Page 31 Southold Town Board - Letter Board Meeting of November 17, 2015 RESOLUTION 2015-933 Item# 5.22 ADOPTED DOC ID: 11297 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-933 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 17,2015: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of ICE Electric in the amount of$187,000.00 for electrical work in connection with the construction of a new Southold Town Highway Maintenance Building; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute an Agreement between the Town of Southold and ICE Electric in the total amount of$187,000.00, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Robert Ghosio, Councilman SECONDER:Louisa P. Evans, Justice AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated November 18, 2015 Page 30 FO[,Y�O ELIZABETH A. NEVILLE,MMC �y� G� Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 C3 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ® Fax(631)765-6145 MARRIAGE OFFICER �$'� ��t' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 24, 2015 Ben Benedihtsson Ice Electric Inc 1655 Evergreen Drive Cutchogue,NY 11935 Dear Mr. Benedihtsson: Congratulations. At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Ice Electric Inc. for the electrical work for the new Highway Maintenance Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. Q� G ELIZABETH A. NEVILLE,MMC IS Town Hall,53095 Main Road TOWN CLERK a %! P.O.Box 1179 Ca ae Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 24, 2015 Stephen Cadieux Rolands Electric 307 Suburban Avenue Deer Park,NY 11727 Dear Mr Cadieux: At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Ice Electric Inc, for the electrical work for the new Highway Maintenance Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, YV ag-c—, Lynda M Rudder Deputy Town Clerk Ens. of FOLlre ELIZABETH A.NEVILLE,MMC �y0 �/y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 ca :e Southold,New York 11971 REGISTRAR OF VITAL STATISTICS %ro ® Fax(631)765-6145 MARRIAGE OFFICER �d ��p�' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 24, 2015 Thomas Tascarella Relle Electric Corp 26 Sawgrass Drive Bellport,NY 11713 Dear Mr Tascarella: At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Ice Electric Inc. for the electrical work for the new Highway Maintenance Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, VW, LyndaM Rudder Deputy Town Clerk Ens. �o�uFFoc,��o ELIZABETH A. NEVILLE,MMC ss r/�y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 vs Southold,New York 11971 REGISTRAR OF VITAL STATISTICS I .� Fax(631)765-6145 MARRIAGE OFFICER A- ap! Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER Ojg �► www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 24, 2015 Donald O'Hanlon Carter-Melence Inc PO Box 907 Sound Beach NY 11789 Dear Mr O'Hanlon: At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Ice Electric Inc. for the electrical work for the new Highway Maintenance Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, r Vl Lynda M Rudder Deputy-Town Clerk Ens. ELIZABETH A.NEVILLE,1VIMC Cyd' l/y Town Hall,53095 Main Road TOWN CLERK P.O. Box 1179 � Southold,New York 11971 REGISTRAR OF VITAL STATISTICS .� Fax(631)765-6145 MARRIAGE OFFICER' !' RECORDS MANAGEMENT OFFICER �Ql . Telephone(631)765-1800 www•southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 24, 2015 Donald O'Hanlon Carter-Melence Inc PO-Box 907 Sound Beach NY 11789 Dear Mr. O'Hanlon: Congratulations. At the regular Town Board meeting held on November 17, 2015, the Town Board accepted the bid of Carter-Melence, Inc. for the plumbing work for the new Highway Maintenance Building. A certified copy of the resolution is enclosed. The bid bond is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. [����®��►, La K. McLean Associates Iia C9 437 South Country Road o Brookhaven o New York o 11719 CONSULTING ENGINEERS (631)286-8668 o FAX(631)286-6314 Associates EUGENE F DALY,P E,P T O E TM,PRESIDENT and C E O CHRISTOPHER F.DWYER RAYMOND G DiBIASE,P E,P T.O E TM,PTPTM",EXECUTIVE VICE PRESIDENT ROBERT A.STEELE,P E DANIEL P JEDLICKA,P.L S,VICE PRESIDENT JAMES L DeKONING,P E STEVEN W EISENBERG,P.E. November 1.7, 2015 RECEIVED ANDREW B.SPEISER Town of Southold NOV 1 9 2015 53095 Route 25 P.O. Box 1179 Southold,N.Y. 11971 Southold Town Clerk Attn: Michael Collins P.E., Office of the Town Engineer Re: Southold Highway Department Maintenance Garage and Site Improvements Letter Recommending Award LKMA Project#: 13108.000 Dear Mr. Collins: As requested, our office has performed a technical review of the bids received and opened at the Town Clerk's Office on Thursday, November 12, 2015 for the above referenced building project at the Town's Highway Yard in Peconic. The original bids received were as follows; Contract A—General Construction Contractor Base Bid Amount Add Alternate Amount 1. Construction Consultants/LI, Inc. $ 1,553,981.45 $ 31,000.00 2. Carter-Melence, Inc. $ 1,712,732.00 $ 38,000.00 The Town may elect to remove or reduce quantities of items (Items: reduce A5, reduce A6, remove A9 and remove A10) and elect to award the Add Alternate Item to epoxy coat the entire floor(Item: Alt 1). The lowest bidder for Contract A, Construction Consultants / LI, Inc. has submitted a proposed value engineering savings (attached) which our office has determined to be acceptable reducing bid items Al and A4. With these adjustments,the bids received'are as follows; Contract A—General Construction (adiusted) Contractor Adjusted Bid Amount 1. Construction Consultants/LI, Inc. $ 1,479,542.00 2. Carter-Melence, Inc. $ 1,670,233.25 Contract B—HVAC Construction Contractor Bid Amount 1. Diam-N-Blue Mechanical $ 444,500.00 2. Carter-Melence, Inc. $ 472,000.00 Bid Recommendation Southold Hwy.Bldg. o Founded in 1950 ® Pagel of 2 UIAAL. Ko McLean Associates, PC. Contract C—Plumbing Construction Contractor Bid Amount 1. Carter-Melence, Inc. $ 238,000.00 Contract D—Electrical Construction Contractor Bid Amount 1. ICE Electric $ 187,000.00 2. Carter-Melence, Inc. $ 237,000.00 3. Relle Electric Corp. $ 242,296.00 4. Roland's Electric $ 272,900.00 After analysis of the bids,we are recommending that the Town award the following contracts: 1. Contract A—Construction Consultants/LI, Inc in the reduced amount of$1,479,542.00 2. Contract B—Diam-N-Blue Mechanical for$444,500.00. 3. Contract C—Carter-Melence, Inc. for$ 238,000.00. 4. Contract D—ICE Electric for$ 187,000.00. Attached you will find a detailed bid breakdown of the bids received for this project. There were three(3) rounding discrepancies found in the review of the original bids submitted. Our office has determined that the apparent lowest qualified bidders are technically able to perform the scope of work defined in the contract documents. All%four(4) firms are in good standing with the NYS Department of Labor. If there are any questions regarding this technical recommendation,please contact this office. Very truly yours, Matthew C. Jedlicka,Associate L.K. McLean Associates, P.C. Enc. (2)Bid Breakdown Spreadsheet; letter from Construction Consultants/LI, Inc. CC: Town Clerk Superintendent of Highways,Vincent Orlando,Highway Department James Richter RA, Office of the Engineer LKMA File Copy Bid Recommendation Southold Hwy Bldg Page 2 of 2 CONSTRUCT-ION CONSULTANTs/L. I . CCEPHONE(631) 727-6604 FAx(631) 727-6605 November 17,2015 Chris Dwyer L.K. McLean Associates, P.C. 437 South Country Road, Brookhaven NY 11719 Re: Town of Southold—Highway Maintenance Garage and Site Improvements Proposed Value Engineering Mr. Dwyer, In order to assist the Town of Southold with their financial constraints on this project we offer the following value engineering savings,good faith credits and qualifications. Item No.1-General Conditions and Site Mobilization Owner site trailer-remove from requirements. ($1,300.00) Bonds &Insurance-reduction based on value engineering. ($1,170.70) Item No.4-Building Morton Building-good faith reduction, no change in scope. ($9,000.00) Foundations-good faith no change in scope. ($3,000.00) Foundation dampproofing -remove from scope. ($3,500.00) Overhead doors-Good faith, doors meet R-value but are 2"thick in lieu of 3". ($3,000.00) Exterior doors-changed to supplied by building manufacturer/meets spec. ($2,000.00) Windows-change from aluminum tube to aluminum clad Pella. ($2,000.00) Drum storage coating-change to Dur-A-Guard. ($1,000.00) Lockers-change from plastic to standard metal. ($3,200.00) Qualifications RCA used under building and site concrete slabs. TOTAL OF VALUE ENGINEERING SAVINGS ($29,170.70) • See attached page 2 for the revised bid breakdown. Regards, Eric Baumack Vice President Cc: File/Div.1/PCO 38 EAST 2ND STREET, R VERHEAD, NY 11901 1 of 2 CONSTRUCTION CONSULTANTS/LI, INC. Town of Southold, Highway Maintenance Garage and Site Improvements Vtefi��fff E-x 7, W7W 77'7� 5.0—sq-t Al 1/LS General Conditions&Site Mobilization $200,029.30 200,029.30 A2 1/LS Site Preparation $21,000.00 $21,000.00 A3 1/LS Unclassified Excavation $47,000.00 $47,000:00 A4 1/LS Building Construction $1,119,500.00 $1,119,500.00 AS 2425/sf 8"Thick Concrete Slab $18.75 $45,468.75 A6 375/sf 4"Thick Concrete Slab $6.25 $2,343.75 A7 70/If Concrete Curb $22.86 $1,600.20 A8 1/Is Septic System $11,600.00 $11,600.00 A9 by owner Drainage System $0.00 $0.00 A20 by owner 8"ADS Pipe $0.00 $0.00 : "TOTAL BASE BID f7 Alt 1 1/LS Resinous Flooring $31,000.00 $31,000.00 Wo IWIDIN - . 4 25 PM 2of2 Contract A v General Construction Town of Southold, Highway Maintenance Garage and Site Improvements Bid Date: November 12, 2015 Construction Bid Breakdown, LKMA Project 13108.000 Highway Maintenance Garaze and Site Improvements Final Constr. Consultants Inc. Carter-Melence Inc. Average Item Description of Item Estimated Unit Unit Unit Price Extended Price Unit Price Extended Price No. Quantity Price Al General Conditions and Site Mobilization 1 LS $ 202,500.00 $ 202,500.00 $ 95,000.00 $ 95,000.00 $ 148,750.00 A2 Site Preparation and Removals 1 LS $ 21,000.00 $ 21,000.00 $ 20,000.00 $ 20,000.00 $ 20,500.00 A3 Unclassified Excavation& Grading 1 LS $ 47,000.00 $ 47,000.00 $ 10,000.00 $ 10,000.00 $ 28,500.00 A4 Building Construction 1 LS $ 1,146,200.00 $1,146,200.00 $1,437,000.00 $1,437,000.00 $ 1,291,600.00 A5 8" Thick Reinforced Exterior Concrete Slab 4,800 SF $ 18.75 $ 90,000.00 $ 20.60 $ 98,880.00 $ 94,440.00 A6 4" Thick Concrete Sidewalk 800 SF $ 6.25 $ 5,000.00 $ 8.75 $ 7,000.00 $ 6,000.00 A7 Concrete Curb 70 LF $ 22.86 $ 57.10 $ 3,997.00 $ 2,798.60 A8 Septic System 1 LS $ 11,600.00 $ 11,600.00 $ 13,000.00 $ 13,000.00 $ 12,300.00 A9 Drainage System 30 VF $ 676.00 20,280.00 $ 566.00 $ 16,980.00 $ 18,630.00 A 10 8" ADS Drainage Pipe 375 LF $ 23.47 $ 8,801.25 $ 29.00 $ 10,875.00 $ 9,838.13 TOTAL BASE BID $1,553,981.45 $1,712,732.00 $ 1,633,356.73 Alternates Alt 1 Resinous Flooring 1 LS $ 31,000.00 $ 31,000.00 $ 38,000.00 1 $ 38,000.00 $ 34,500.00 TOTAL BID WITH ALTERNATE $ 1,584,981.45 $1,750,732.00 $ 1,667,856.73 =Apparent Low Bidder =Math Error or Contractor rounding numbers (does not match proposal form) = Item to be adjusted for award(see Revised/negotiated sheet) L.K.McLean Associates,AC. 1111812015 Contract A-General Construction-Revised/negotiated Bid Date-November 12,2015 Town of Southold, Highway Maintenance Garage and Site Improvements Construction Bid Breakdown, LKMA Project 13108.000 Original Adjusted Highway Maintenance Garare and Site Improvements Final Constr.Consultants Inc. Constr.Consultants Inc. PROPOSED VALUE ENGINEERING SAVINGS PROVIDED BY CONSTRUCTION CONSULTANTS/LI Item Description of Item Estimated Unit Adjusted Unit Price Extended Price Unit Pace Extended Price No. Quantity Quantity Item 1—Gen Cond.&Site Mob. Al General Conditions and Site Mobilization 1 LS $ 202,500.00 $ 202,500.00 1 $ 200,029.30 $ 200,029.30 Owner Site Trailer ($1,300.00) Remove from requirements A2 Site Preparation and Removals 1 LS $ 21,000.00 $ 21,000.00 1 $ 21,000.00 $ 21,000.00 Insurance&Bonds ($1,170.70) Based on reduction to contract cost A3 Unclassified Excavation&Grading 1 LS $ 47,000.00 $ 47,000.00 1 $ 47,000.00 $ 47,000.00 Item 4—Building Building Construction 1 LS $ 1,146,200 00 $ 1,146,200.00 1 $ 1,119,500.00 $ l,l 19,500.00 Morton Bldgs. ($9,000.00) Good faith reduction/no scope change 8"Thick Reinforced Exterior Concrete Slab 4,800 SF $ 18.75 $ 90,000.00 2,425 $ 18.75 $ 45,468.75 Foundations ($3,00000) Good faith reduction/no scope change 4"Thick Concrete Sidewalk 800 SF $ 6.25 $ 5,000.00 375 $ 6.25 $ 2,343.75 Foundation Dampproofing ($3,500.00) Remove from scope A7 Concrete Curb 70 LF $ 22.86 70 $ 22.86 $ 1,600.20 OH Doors ($3,000.00) Good faith reduction/no scope change A8 Septic System 1 LS $ 11,600.00 $ 11,600.00 1 $ 11,600.00 $ 11,600 00 Exterior Doors ($2,000.00) Change to supplied by Bldg.Manufacturer/meets spec. A9 Drainage System 30 VF $ 676.00 26,2 0.00 $ 676.00 $ - Windows ($2,000.00) Change from aluminum tube to aluminum clad Pella A10 8"ADS Drainage Pipe 375 LF $ 23.47 8,801.25 $ 23.47 $ Drum Storage Coating ($1,000.00) Change to Dur-A-Guard TOTAL BASE BID 1,553,9 1,448,542.00 Lockers ($3,200.00) Change from plastic to standard metal Alternates Alt 1 Resinous Flooring 1 LS $ 31,000.00 1 $ 31,000.00 1 $ 31,000.00 $ 31,000.00 TOTAL BID WITH ALTERNATE $ 1,584,981.45 $ 1,479,542.00 =Apparent Low Bidder Difference from bid =Math Error or Contractor rounding numbers(does not match proposal form) $ 105,439.45 =Item to be adjusted for award L.X.McLean Associates,P.C. 11/18/2015 Contract B - HVAC Construction Town of Southold, Highway Maintenance Garage and Site Improvements Bid Date: November 12, 2015 Construction Bid Breakdown, LKMA Project 13108.000 Hi hway Maintenance Garame and Site Improvements Final Diam-N-Blu Mechanical Carter-Melence Inc. Average Item Description of Item Estimated Unit Unit Price Extended Price Unit Price Extended Price Unit No. Quantity Price B1 General Conditions and Site Mobilization l LS $ 30,000.00 $ 30,000.00 $ 45,000.00 $ 45,000.00 $ 37,500.00 B2 Building Heating, Cooling and Ventilation Systems I LS $ 414,500.00 $ 414,500.00 $ 427,000.00 $ 427,000.00 $ 420,750.00 TOTAL BASE BID $ 444,500.00 $ 472,000.00 $ 458,250.00 �=Apparent Low Bidder L.K.McLean Associates, P.C. 11/18/2015 Contract C - Plumbing Construction Town of Southold, Highway Maintenance Garage and Site Improvements Bid Date: November 12, 2015 Construction Bid Breakdown, LKMA Project 13108.000 Highway Maintenance Garame and Site Improvements Final Carter-Melence Inc. Average Item Description of Item Estimated Unit Unit Price Extended Price Unit No. Quantity Price C1 General Conditions and Site Mobilization l LS $ 27,000.00 $ 27,000.00 $ 27,000.00 C2 Gas Service l LS $ 13,000.00 $ 13,000.00 $ 13,000.00 C3 Water Service 1 LS $ 16,000.00 $ 16,000.00 $ 16,000.00 C4 Building Plumbing Systems l LS $ 182,000.00 $ 182,000.00 $ 182,000.00 TOTAL BASE BID $ 238,000.00 $ 238,000.00 �= Apparent Low Bidder L.K.McLean Associates, P.C. 1111812015 Contract D - Electrical Construction Town of Southold, Highway Maintenance Garage and Site Improvements Bid Date: November 12, 2015 Construction Bid Breakdown, LKMA Project 13108.000 Highway Maintenance Garage and Site Improvements Final ICE Electric Inc. Carter-Melence Inc. Relle Electric Rolands Electric Average Item Description of Item Estimated Unit Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price Unit No. uantit Price D1 General Conditions and Site Mobilization 1 LS $ - $ - $ 24,000.00 $ 24,000.00 $ 11,551.00 $ 11,551.00 $ 10,000.00 $ 10,000.00 $ 11,387.75 D2 JUnderground Electric Service 1 LS $ 19,200.00 $ 19,200.00 $ 23,000.00 $ 23,000.00 $ 12,310.00 $ 12,310.00 $ 30,000.00 $ 30,000.00 $ 21,127.50 D3 I Fiber Optic Line 1 LS $ 10,800.00 $ 10,800.00 $ 10,000.00 $ 10,000.00 $ 6,097.00 $ 6,097.00 $ 9,000.00 $ 9,000.00 $ 8,974.25 D4 Building Electrical&Communication Systems 1 LS $ 133,000.00 $ 133,000.00 $ 161,000.00 $ 161,000.00 $ 192,205.00 $ 192,205.00 $ 196,700.00 $ 196,700.00 $ 170,726.25 DS Building Fire Alarm Systems 1 LS $ 24,000.00 $ 24,000.00 $ 19,000.00 $ 19,000.00 $ 20,133.00 $ 20,133.00 $ 27,200.00 $ 27,200.00 $ 22,583.25 TOTAL BASE BID $ 187,000.00 $ 237,000.00 $ 242,296.00 $ 272,900.00 1 $ 234,799.00 �=Apparent Low Bidder L.K.McLean Associates,P.C. 1111812015 ��®�uFfOl�c®G ELIZABETH A.NEVILLE,MMC may. y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS - • Fax(631)765-6145 MARRIAGE OFFICER �'� aQ� Telephone(631)765-1800- RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING 2015 bid for Highway Building Bid Opening 11/12/15 2:00 P.M. Six (6) bids received Contract (totals only) A B C D Ice Electric Inc -- -- -- $187,000.00 1655 Evergreen Drive Cutchogue, NY 11935 Ben Benedihtsson 631/987-7322 Relle Electric Corp -- -- -- $242,296.00 26 Sawgrass Drive Bellport, NY 11713 Thomas Tascarella 631/580-6111 Diam-N-Blu Mechanical Corp -- $444,500.00 -- -- 1165 Station Road Medford,NY 11763 Rob Belz 631/286-5190 Construction Consultants LI $1,554,000.00 -- -- -- 36 East 2"d Street Riverhead,NY 11901 Eric Baumack 631/727-6604 ex#2 Carter-Melence Inc $1,712,732.00 $472,000.00 $238,000.00 $237,000.00 PO Box 907 Sound Beach NY 11789 Donald O'Hanlon 631/744-0127 Rolands Electric -- -- -- $272,900.00 307 Suburban Avenue Deer Park,NY 11727 Stephen Cadieux 631/242-8080 ,1 J TOWN OF SOUTHOLD HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS CONSTRUCTION SPECIFICATIONS SOUTHOLD, SUFFOLK COUNTY,'NEW YORK C ---- e CIA-, ��ht /r/. JP�epa�edFoy: T7 /j TOWN OF SOUTHOLD Engineering Department 53095 Main Road " Southold,New York 11971 PYepared By: c�C L.K. McLEAN ASSOCIATES,P.C. Consulting Engineers 437 South Country Road ,Brookhaven,New York 11719 (631)286-8668 i TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1560 / FAX: 631-765-9015 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGIRT AND REQUESTED FOR THE FOLLOWING: BID NAME: "SOUTHOLD HIGHWAY MAINTENANCE BUILDING" Definite specifications may be obtained at the Southold Town Clerk's Office beginning October 2292015 PLACE OF OPENINGS: DATE OF OPENINGS: TIME OF OPENINGS: TOWN OF SOUTHOLD November 12, 2015 2:00 PM TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD,NY 11971 CONTACT PERSON: James Richter, R.A. Town of Southold, 631-765-1560 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. PLEASE PRINT ON THE FACE OF ENVELOPE: 1)NAME &ADDRESS OF BIDDER 2)BID NAME BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of$25.00 will be charged for plans and specifications. Payment can be made by either money order, cash or business check(payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at IO:OOAlll on 1Vovember 2, 2015 at the Highway Yard at 275 Peconic Lane in Peconic. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Y'AB LE ®FCONTENTS TOWN OF SO TI'S OLD HIGHWAY MAINTENANCE GARAGE & SITE IMPROVEMENTS Title Page ------ Invitation to Bid ------ Table of Contents ------ Instructions to Bidders I13-1 thru 113-6 Standard Insurance Requirements SIR 1 thru SIR 3 General Conditions GC-1 thru GC-12 Conditions of Contract CC-1 thru CC-18 Proposal Form Package Pages 1 — 13 Qualification of Bidders QS-1 thru QS-4 Contract Agreement A-1 thru A-3 NYS Wage Rates ------ Technical Specifications Divisions 1 — 16 Plans INSTRUCTIONS TO BIDDERS INDEX 1. Receipt and Opening of Bids 2. Form,Preparation and Presentation of Proposal 3. Bid Security 4. Qualifications of Bidders 5. Rejection of Bids 6. Bidders Responsibility 7. Construction Terms and Conditions 8. Security for Faithful Performance 9. Bid Reservations 10. Non-Collusive Statement 11. Addenda and Interpretations 12. Method of Award 13. Single Price Bid Analysis 14. Municipal Exempt Status 15. Labor Law 16. Wage Rates 17. Insurance Required by the Town of Southold 18. Quantities IB - 1 INSTRUCTIONS TO BIDDEN I. RECEIPT AND OPENING OF BIDS The Town of Southold invites bids on the forms herein provided for the Highway Maintenance Garage & Site Improvements at the Highway Department yard in Peconic, New York. Sealed bids shall be received by the office of the Southold Town Clerk, 53095 Route 25 Southold,New York 11971, no later than 2:00 P.M. prevailing time on Thursday,November 12th, 2015 at which time they will be opened and publicly read aloud. All bids received after the time stated for the opening in the Notice to Bidders may not be considered and will be returned unopened to the bidder. The bidder assumes the risk of any delay in the mail or in the handling of the mail by employees of the Town. Whether sent by mail or by means of personal delivery, the bidder assumes responsibility for having his bid deposited on time at the place specified. Faxed bids will not be accepted. 2.FORM,PREPARATION AND PRESENTATION OF PROPOSAL, The Proposal Form as issued by the Town shall be completely filled in, in black ink or typed on the original bid form. No photocopies will be accepted. All blank spaces for bid prices must be filled in, in both words and figures, with a total or gross sum for which the bid is made. All lines must have an indication of the bidder's response whether it be "0", "N/A", "No Charge", or a dollar figure. All lines must be filled in to indicate bidder's acknowledgement of the request. -Bids that do not have all applicable lines filled in on the bid proposal form may be disqualified as a non-responsive bid. We cannot assume there is "no charge" when lines are left empty. Bids that contain any omission, erasure, alteration, addition or items not called for in the itemized bid form or that contain irregularities of any kind will not be accepted. In case of discrepancy between the unit price and total amount bid for any item, the unit price, as expressed in words, shall govern. The following two items will automatically render a bid unacceptable to the Town of Southold: a. Failure to sign bid proposal page. b. Failure to include necessary bid security deposit(as required). It shall be fully understood that any deviations from the inclusion of the above items will be grounds to see the bid as non-compliant and will not be considered for award. 3. BID SECURITY (a) The Bid must be accompanied by a certified check on a solvent bank or trust company with its principal place of business'in New York State, or an acceptable bid bond, in an amount equal to not less than five percent(5%) of the total amount bid,made payable to the Town of Southold (herein identified as Owner), as assurance that the bid is made in good faith. The certified checks or bid bonds of unsuccessful bidders will be returned after execution of the Contract between the Owner and the successful bidder; the certified check or bid bond of the successful bidder will be retained until filing and approval of the Performance Bond and until the completion of ten percent(10%)of the work under the Contract. IB -2 INSTRUCTIONS TO BIDDERS (b) The successful bidder, upon his failure or refusal to execute and deliver the Contract and , bonds required within ten (10) days after the date of notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security he deposited with his bid. 4. QUALIFICATIONS OF BIDDERS (a) Forms for qualifications of bidders, giving evidence of sufficient facilities, equipment, experience and financial ability to insure completion of the work are provided with the bid specification package, and shall be filled out by the contractor and returned with the bid submission. (b) Information contained in any statement of financial ability shall be not more than thirty days old at the time of submission. (c) The Town reserves the right to make such investigation as it may deem necessary or advisable to determine any bidder's ability to do the work, and the bidder shall furnish to the Town, on request, all data and information pertinent thereto. The Town reserves the right to reject any bid if such investigation fails to satisfy the Town that the bidder is fully qualified to do the work. Financial instability of a bidder may be cause for non-award. 5. REJECTION OF BIDS (a) The TOWN BOARD reserves the right to reject any bid if the evidence submitted in the qualifications statement or an investigation of such bidder fails to satisfy the TOWN BOARD that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. Conditional bids will be considered informal and will be rejected. (b)The TOWN BOARD reserves the right to reject any and all bids, in whole or in part, to waive any informality in any or all bids, and to accept the bid or part thereof which it deems most favorable to the Town after all bids have been examined and/or checked. 6. BIDDERS RESPONSIBILITY (a) Bidders are cautioned not to submit bids until after having inspected the site of the proposed improvement and having made themselves familiar with local conditions. The attention of persons intending to submit bids is specifically called to the paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates or quantities, character, location or other conditions surrounding the same. Special attention is called to the notes on the Plans or in the itemized form of bid, which are made a part of this Contract,which may alter or revise the Specifications for the particular contract. (b) No representation is made as to the existence or nonexistence of groundwater, which may in any way impede the work, proposed to be accomplished. Each bidder shall fully inform himself as to groundwater and sub-surface conditions prior to submitting his bid. (c) The submission of a bid will be construed to mean that the bidder is fully informed as to the IB - 3 INSTRUCTIONS TO BIDDERS . extent, cost, and character of the materials, labor, and equipment required to complete the proposed job in accordance with the Plans and Specifications, including all other expenses incidental thereto. (d) Bidders must examine the Plans and Specifications and exercise their own judgment as to the nature and amount of the whole of the work to be done, and for'the bid prices, must assume all risks of variance by whomsoever made in computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the Contract Documents. (e) The Bidder shall assume all risks and responsibility and shall complete the work in whatever material and under whatever conditions he may encounter or create, without extra cost to the Town. (f)No pleas of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary examinations and investigations, will be to fulfill in every detail all of the requirements of the Contract Documents, or will be accepted as a basis for any claims whatsoever for extra compensation, or for an extension of time. 7. CONSTRUCTION TERMS AND CONDITIONS The successful bidder is warned that the work specified in the Conditions of Contract, together with the Instructions to Bidders, Proposal Form, General Conditions, Plans, Specifications and instructions of the Engineer or his duly authorized representative will be rigidly enforced. 8. SECURITY FOR FAITHFUL PERFORMANCE AND MAINTENANCE The successful bidder shall be required to execute a Performance Bond equal to one hundred percent 100%) of the amount bid such bonds to be executed by a New York licensed insurance carrier/surety company with an A rating or better from A.M. Best & Co. and acceptable to the Owner; or bonds secured by collateral; or securities approved by the Owner. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one(1) year after the date of final acceptance of the work. The successful bidder,upon failure to execute and deliver the bonds required within ten(10) days after the date of notice of award, shall forfeit to the Owner, as liquidated damages for such failure or refusal,the security deposited with his bid, and he will be liable for and he agrees to pay to the Owner on demand, the difference between the price bid and the price for which such contract shall subsequently be re-let including the cost of such re-letting less the amount of such deposit. No plea of mistake in such accepted bid shall be available to the bidder for recovery of his deposit or as a defense to any action upon accepted bid unless said mistake can be proven by documentary evidence acceptable to the Town. After approval of the bonds and execution of the Contract and after ten (10)percent of the work has been completed,the bid security accompanying the bid will be returned. IB -4 INSTRUCTIONS TO BIDDERS 9.BILI RESERVATIONS Bids submitted shall remain in effect for forty-five (45) days past the date of bid opening. This period may be extended, for the benefit of the Town, by mutual agreement between the Bidder and the Purchasing Agent. 10.NON-COLLUSIVE STATEMENT The form of non-collusion bidding certification contained in the proposal package must be executed by the Bidder and submitted with the proposal. The submission of this statement certifies that the prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 11. ADDENDA AND INTERPRETATIONS Every request for information or interpretation of the Contract Documents or Drawings must be addressed in writing to the Town Engineering Department of Southold 53095 Main Road Southold, New York 11971 (fax) 631-765-1366, and to be given any consideration, must be received at least five (5) days prior to the date fixed for the opening of bids. Any such interpretations or supplemental instructions will be in the form of written addenda, and will be mailed or faxed to all prospective bidders. The failure of any bidder to receive any such addenda will not relieve the bidder of any obligation under his bid as submitted. Any addenda so issued shall become part of the Contract Documents. 12. METHOD OF AWARD The bid will be awarded to the lowest responsive, responsible bidder, as will best promote the public interest, taking into consideration the reliability of the bidder, the quality of the materials, equipment, or supplies to be furnished, and conformity with the specifications. 13. SINGLE PRICE BID ANALYSIS In the event a single bid is received, the Town will conduct a price analysis of the bid price prior to the award of the contract. 14.MUNICIPAL EXEMPT STATUS The Town is exempt from the payment of Federal, State and local taxes. Taxes must not be included in proposal prices. 15. LABOR LAW The Contractor and each and every subcontractor performing work at the site of the project to which this Contract relates shall comply with the applicable provisions of the Labor Law, as amended,of the State of New York. 1B - 5 INSTRUCTIONS TO BIDDERS Attention is called to certain provisions of the Labor Law, as set forth in the Conditions of Contract,Paragraph 11,which are hereby referred to and made a part hereof. 16. WAGE RATES The rates of wages determined by the New York State Industrial Commissioner pursuant to the Labor Law, which shall be paid on this project, are set forth herein following the Instructions to Bidders. Contractors and subcontractors are required to submit to the Town, within thirty days after issuance of the first payroll, and every thirty days thereafter, a transcript of the original payroll records, subscribed and affirmed as true under the penalties of perjury. 17. INSURANCE REQUIRED BY THE TOWN OF SOUTHOLD The successful bidder will be required to procure and pay for the following types of insurance, as set forth in more detail herein following the Instructions to Bidders in the Standard Insurance requirements Section. (a) Comprehensive Automobile Policy (b) Comprehensive General Liability (c) Excess/Umbrella Insurance (d) Owner's and Contractor's Protective Liability (e) Workmen's Compensation Insurance (f) , Disability Insurance and Unemployment Insurance 18. QUANTITIES Any quantities set forth in the bid specifications are approximations only. No guarantee is made for any quantities stated. Payment shall be on the basis of actual quantities supplied or the actual work done at the unit prices quoted. IB - 6 STANDARD INSURANCE REQUIREMENTS TOWN OF SOUTHOLD CONTRACT INSURANCE REQUIREMENTS INSURANCE IDENTIFICATION: THE PID NUMBER IS TO APPEAL ON ALL INSURANCE CERTIFICATES INDEPENDENT CONTRACTOR: The Corporation/Contractor/Agency/Consultant, is an independent contractor and covenants and agrees that it, its agents, servants and/or employees will neither hold itself/themselves out as, nor claim to be an employee, servant or agent of the TOWN OF SOUTHOLD, and that it, its agents and employees will not make claim, demand or application to or for any right or privilege applicable to an officer or employee of the TOWN OF SOUTHOLD including, but not limited to Worker's Compensation coverage, Unemployment Insurance benefits, Social Security coverage or retirement membership or credit. INSURANCE: Contractor/vendor shall not commence work under this contract until he has obtained all insurance required under the following paragraphs, and the Town of Southold has approved such insurance. WORKERS' COMPENSATION: Contractor/vendor shall take out and maintain during the life of this contract, such insurance as will protect both the owner and the contractor from claims under worker's compensation acts and amendments thereto and from any other claims for property damage and for personal injury including death, which may arise from operations under this contract, whether such operations by contractor or by any other party directly or indirectly employed by the contractor. Copy of Certificate to be provided to the Town of Southold. DISABILITY INSURANCE & UNEMPLOYMENT INSURANCE: Contractor/vendor shall take out and maintain during the entire term of the contract any disability benefits and unemployment insurance as required by law. Copy of Certificate to be provided to the Town of Southold. GENERAL LIABILITY INSURANCE: The contractor/vendor shall take out and maintain during the life of the contract, such bodily injury liability and property damage liability insurance as shall protect him and the Town from claims for damages for bodily injury including accidental death, as well as from claims for property damage which may arise from operations under this contract,whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. It shall be the responsibility of the contractor/vendor to maintain such insurance in amounts sufficient to fully protect himself and the Town, but in no instance shall amounts be less than those set forth below. These amounts are specified only to establish the minimum coverage acceptable. Bodily injury liability and property damage liability insurance in an amount not less than $1,000,000 (one million dollars) for damages on account of any one accident, and in an amount of not less than$1,000,000 (one million dollars) on account of all accidents (general aggregate). EXCESS/UMBRELLA INSURANCE: The contractor/vendor shall take out and maintain during the life of the project an excess/umbrella insurance policy in an amount of not less than $2,000,000 (Two million dollars) each occurrence and aggregate. SIR- 1 STANDARD INSURANCE REQUIREMENTS OTHER CONDITIONS OF COMMERCIAL GENERAL LIABILITY INSURANCE: 1. Coverage shall be written on commercial general liability form. 2. Coverage shall include: A. Contractual liability B. Independent contractors C. Products and completed operations AUTOMOBILE LIABILITY INSURANCE: Automobile bodily injury liability and property damage liability insurance shall be provided by the contractor/vendor with a minimum combined single limit (CSL) of$1,000,000 (one million dollars). OTHER CONDITIONS OF AUTOMOBILE LIABILITY INSURANCE: 1. Coverage shall include: A. All owned vehicles B. Hired car and non-ownership liability coverage C. Statutory no-fault coverage OWNERS & CONTRACTORS PROTECTIVE LIABILITY: An OCP Policy shall be required by the Town of Southold in limits of $1,000,000 combined single limit, each occurrence, $1,000,000 General Aggregate. This insurance must fully cover the legal liability of the specific farm owner, as Owner, NAMING THE FARM OWNER AND TOWN OF SOUTHOLD AS INSURED. The contractor shall furnish the Town with the original insurance policy. ADDITIONAL CONDITIONS OF INSURANCE: 1. Contractor/vendor shall submit copies of any or all required insurance policies as and when requested by the Town. 2. If any of the contractor's/vendor's policies of insurance are cancelled or not renewed during the life of the contract, immediate notice of cancellation of non-renewal shall be delivered to the Town no less than 10 days prior to the date and time of cancellation or non-renewal. CERTIFICATE OF INSURANCE: The contractor/vendor shall file with the Town of Southold prior to commencing work under this contract, a certificate of insurance. 1. Certificate of insurance shall include: A. Name and address of insured B. Issue date of certificate C. Insurance company name D. Type of coverage in effect E. Policy number F. Inception and expiration dates of policies included G. Limits of liability for all policies on certificate. included on certificate SIR- 2 STANDARD INSURANCE REQUIREMENTS Description of operations/locations/etc. Box must include the statement: "THE TOWN OF SOUTHOLD IS LISTED AS ADDItIONAL INSURE®" CERTIFICATE HOLDER SHALL BE LISTED AS: TOWN OF S0UTHOLID 53095MAIN ROAgD. SOUTHOLD.ice' 11971 2. If the contractor's/vendor's insurance policies should be non-renewed, cancelled or expire during the life of the contact, the Town shall be provided with a new certificate indicating the replacement policy information as requested above. Thirty days (30) prior written notice to the Town of Southold for cancellation is applicable. SIR - 3 GENERAL AL CONDITIONS INDEX 1. Definitions of Terms 2. Standards of Workmanship 3. Samples 4. Manufactured Materials 5. Laboratory 6. Shop Drawings 7. Permits 8. Plans and Specifications 9. Cutting,Patching and Digging 10. Errors, Omissions and Discrepancies 11. Temporary Office&Toilet 12. Proper Method of Work and Proper Materials 13. Inspection 14. Waiver 15. Water and Electric Power 16. Machinery and Equipment 17. Maintenance 18. Schedule of Operations 19. Right to Use Work 20. Notice of Warning 21. Warning Signs 22. Accident Prevention 23. Damages 24. Maintenance of Traffic 25. Final Site Cleaning 26. Protection of Land Markers,Trees, Shrubs, and Property 27. Protection of Utilities 28. No Damages for Delay 29. Record Keeping 30. Subcontractors and Suppliers 31. Penal Law GC- 1 GENERAL CONDITIONS 1. DEFINITIONS OF TERMS: Whenever the following words and expressions are used in the Specifications, it is understood that they have the meaning defined below: PLANS: All official drawings or reproductions of drawings pertaining to the work or to any structure connected therewith. SPECIFICATIONS: The body of directions, requirements, descriptions, etc. contained in this document, together with all documents of any description and agreements made (or to be made) pertaining to the methods or manner of performing the work and/or to the quantities and quality of materials to be furnished and accepted under this Contract. OWNER: Shall mean Town Board,Town of Southold. ENGINEER (ARCHITECT): the Owner and/or duly authorized representative to represent the Owner in the execution of the work covered by the consultants and assistants engaged by the Owner and the Engineer to the extent of the particular duties entrusted to them. CONTRACT: Collectively, the Contract executed by the Owner and the Contractor, Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Special Conditions, Specifications, Construction Drawings, Addenda, Performance Bonds, and all supplemental agreements made or to be made. CONTRACTOR: The party of the second part hereto, whether corporation, firm or individual, or any combination thereof, and successor, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or which shall at any time be substituted in place of the second part under this Contract. INSPECTOR: An authorized representative of the Owner or his Engineer assigned to make any and all necessary inspections of the work performed and the materials furnished by the Contract. MATERIALS: Any approved materials acceptable to the Engineer and conforming to the requirements of these Specifications. WORD: All of the work proposed to be accomplished at the site of the project, and all such other work as is in any manner required to accomplish the complete project. This includes all plant,labor, materials, supplies, equipment and other facilities and acts necessary or proper or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include the material delivered to and suitably stored at the site of the project. 2. STANDARDS OF WORKMANSHIP: The apparent silence of the Specifications as to any detail or an apparent omission from them of a detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice observed in the latest current construction work is to prevail and that only material and workmanship of first quality is to be used in this connection and all interpretations of these Specifications shall be made upon this basis. GC-2 GENERAL CONDITIONS 3. SAMPLES: The Contractor shall furnish for approval, all samples as directed. The work shall be in accordance with approved samples. Samples shall be submitted in ample time so as to prevent delay in fabrication or ordering of materials, allowing for a reasonable time for the Engineer to consider the samples submitted and, if necessary,to permit a resubmission of samples to the Engineer until approval is given. Work and material shall be furnished and executed in accordance with approved samples, in every aspect. Each sample shall be labeled, bearing material, name and quality, Contractor's name, date and other pertinent data. Unless otherwise specified, samples shall be in duplicate and of adequate size to show quality, type, color, range and finish and texture of material. Materials shall not be ordered until approval is received in writing from Engineer. 4. MANUFACTURED MATERIALS: Where several materials are specified by naive, the Engineer shall have the right,before execution of the Contract,to require any and all bidders to state the materials upon which they based their bid. Where any materials are specified by name or trade name, or by catalog number of a company or companies, the Contractor shall furnish the article mentioned unless approval of the Engineer is obtained in writing for a substitution. Should Contractor desire to substitute another material for one or more specified by name,he shall apply in writing for such permission and state credit or extra involved. He shall also provide supporting data and samples for Engineer's consideration. Unless particularly specified otherwise, all manufactured articles, materials and equipment shall be applied, assembled, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer and including the necessary preparation to properly install the work. Where reference is made to manufacturer's directions, the Contractor shall submit such directions to the Engineer as required. The materials used in construction shall be disposed as not to endanger the work, and so that full access may at all times be had to partly completed work and structures and they shall be so disposed as to cause no injury to those having access to the work or any of the units. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. Standards of work required throughout shall be of such grades as will bring first- class results only. The type of labor employed by the Contractor shall be such as will insure the uninterrupted continuity of the entire work, without conflict of any kind. 5. LABORATORY: Laboratories shall be designated by the Engineer for testing the materials to be used under the Contract. Where tests are made by other than the designated laboratories, two certified copies showing correctly the chemical analysis and physical tests shall be furnished to the Engineer. 6. SHOP DRAWINGS: The Contractor shall submit to the Engineer six (6) copies of all shop drawings and schedules and no work shall be fabricated until his approval has been given. All shop drawings submitted to the Engineer must be in English, and must bear the Contractor's stamp of approval evidencing that the drawings have been checked. GC-3 GENERAL CONDITIONS The Contractor will make any corrections in the drawings required by the Engineer and will file with the Engineer four corrected copies. Approval by the Engineer of such drawings or schedules shall not relieve the Contractor from responsibility for (a) errors of any sort in shop or setting drawings or schedules; or (b) deviations from Plans and Specifications unless the Contractor, at the time of submission of said drawings and schedules, has given notice to the Engineer of any such deviations. 7. PERMITS: 7.1 Municipal: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions as contained herein together with the provisions, as they apply, of the Highway Law (Town Code) with all subsequent changes, additions or corrections thereto. A. The Contractor shall obtain from the Building Department a certificate of occupancy, whenever the scope of work of the Contract provides for the construction of a building or structure, or for modification or alteration of a building or structure, so that a certificate of occupancy, or a revised certificate of occupancy is required under state and/or local law. The Owner shall be responsible for obtaining the building permit and permit(s)pre-requisite thereto, including but not limited to the following, unless Contractor is specifically required to obtain the same pursuant to other provisions of this document: (1) ' Building permit (2) Fire prevention permit (3) Health Department/Application to construct a) Sanitary system including SPDES permit b) Hazardous materials storage The following additional permits when required under law shall also be obtained by the Owner: (1) NYSDEC permit(s) (2) Town Division of Environmental Protection (3) Suffolk County Farmland Committee (4) U.S. Army Corp of Engineers The Contractor shall give all notices, and comply with all laws, ordinances, rules, regulations and conditions of the permits, bearing on the conduct of the work as drawn and specified, and shall be responsible for acquisition of all pertinent information necessary for such compliance. The Contractor shall be responsible for: (1) Coordinating all building department and other department and agency inspections and approvals, (2) Obtaining U.L. approvals, (3) Health Department inspections and approvals, (4) Obtaining final certificate of occupancy. On projects involving multiple contracts, it shall be the responsibility of the"General Contractor"to GC-4 t GLA NERAL CONDITIONS coordinate with the building department and other agencies and to obtain the certificate of occupancy. It shall be the responsibility of the mechanical contractors (prime contractors other than the G.C.) to coordinate inspections and approvals of that part of the project, which falls within the scope of their contract with the G.C., and/or as may be appropriate, directly with the approving agency. In the event that one or more of the contractors on a multi-contract project fails to perform the work in a timely manner, thereby causing undue delay in the completion of the project, and the issuance of the certificate of occupancy, the owner shall in that event, have the option to exercise "The owners right to stop work or terminate contract" as provided for in the conditions of the contract. B. Pipes and Underground Structures: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions, as they apply, of the Highway Law As per Town Code Standards) with all subsequent changes, additions or corrections thereto. C. Any work to be performed within the Town Highway right-of-way will require a Town Highway Department road-opening permit. Obtaining of the permit and subsequent release/approval shall be the responsibility of the Contractor. Acceptance of the contractor's performance bond in lieu of the Contractors road-opening bond shall be at the option of the Highway Department. 7.2 Suffolk County: All permits required for opening County roads and making connections with County drains will be obtained by the Owner. A copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. (a) Department of Public Works All permits required for opening County roads and making connections with County drains, will be obtained by the Owner. A Copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. The Contractor shall be responsible for conformance to all conditions of the permit and for the subsequent release/approval. (b) Department of Health Services: The Contractor shall be responsible for obtaining approvals pursuant to Health Department permits described in paragraph 7.1A. GC- 5 GENERAL CONDITIONS 7.3 State of New York: The Contractor shall obtain all necessary New York State highway permits whenever the Contract requires any work to be done within or upon existing State highway right-of- ways. These permits shall be obtained from the District Office in Hauppauge prior to the performance of the work. Upon application for the permit,the Contractor will be required to supply the following: (1) Three (3) copies of a sketch or print showing description and location of the proposed work. The Engineer will supply these prints to the Contractor. (2) Contingent liability insurance for the State (in addition to his own liability insurance) shall be furnished in amounts and manner as required by the State of New York. The contingent protective liability and completed operations liability insurance policy to cover: "The people of the State of New York and/or the Superintendent of Public Works covering liability arising with respect to all operations through highway permits by permittee or by anyone acting by, through or for the permittee, including omissions and supervisory acts of the State", in the amount of personal injury(including death) and property damage as required. 8. PLANS AND SPECIFICATIONS: The Contractor will be furnished with five sets of Plans and Specifications giving all the details and dimensions necessary for carrying out the work. One copy of Plans and Specifications furnished to the Contractor must be kept constantly on the site. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans and all the work and materials necessary for the completion of the work according to the intent and meaning of the Contract shall be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Drawings. Any conflict or inconsistency between the Plans and Specifications, or any discrepancy between the figures and scale of Drawings, shall be submitted by the Contractor to the Engineer, whose decision thereon shall be conclusive. In the event the meaning of any portion of the Specifications or Drawings or any supplementary drawings or instructions of the Engineer is doubtful, the same shall be understood to call for the best type of construction,both as to materials and workmanship, which reasonably can be interpreted. All materials and workmanship must be strictly in accordance with the Specifications. The Plans show approximate size, arrangement and location of the proposed work. The Engineer will give base lines, grades, shapes and dimensions and the Contractor shall construct the work exactly in accordance with such instructions of the Engineer subject, however, to change as provided for under the headings "Changes and Alterations" and "Compensation to be Paid to the Contractor". Additional copies of Plans and Specifications, when requested,will be furnished to the Contractor at cost of reproduction. The Contractor shall furnish to each of the subcontractors and materialmen such copies of the Contract Documents as may be required for their work. GC - 6 i GENERAL CONDITIONS 9. CUTTING, PATCHING AND DIGGING: The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by Drawings and Specifications for the completed structure, and he shall make good after them as Engineer may direct. r Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Engineer. 10. ERRORS,OMISSIONS AND DISCREPANCIES: a) If any errors, omissions or discrepancies appear in the drawings, Specifications or other documents, the Contractor shall, within ten days from receiving such Drawings, Specifications or documents, notify the Engineer in writing of such errors or omissions. In the event of the Contractor's failing to give such notice, he will be held responsible for the results of any such errors or omissions and the cost of rectifying the same. b) If, in the opinion of the Contractor, any work is shown on Drawings, or details, or is specified in such a manner as will make it impossible to produce a first class piece of work, or should discrepancies appear between the Drawings and/or Specifications, he shall refer the same to the Engineer for interpretation before proceeding with the work. If the Contractor fails to make such references to the Engineer, no excuse will thereafter be entertained for failure to carry out the work in satisfactory manner as directed. c) Should a conflict occur in or between the Drawings and Specifications and/or existing conditions, the Contractor shall be deemed to have estimated on the more expensive way of doing the work, unless he shall have asked for and obtained a decision in writing from the Engineer, before the submission of bids, as to which method or material will produce the results to the best interest of the Town. 11. TEMPORARY OFFICE & TOILET: The Contractor shall provide an office trailer for use by the town and its representatives. The trailer shall be climate controlled and have a clean plan table, desk and chair provided inside. The Contractor shall provide and maintain a sanitary temporary toilet where directed by the Engineer. The temporary toilet shall be enclosed and weatherproof and kept in a sanitary condition at all times. Upon removal of the temporary outside toilet,the vault shall be disinfected, filled and all evidence of the toilet removed from the site. 12. PROPER METHOD OF WORK AND PROPER MATERIALS: The Engineer shall have the power in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this Contract to be begun and to proceed as rapidly as possible and such as to bring the several parts of the work to a successful completion at about the same time. If at any time before the commencement or during the progress of the work the materials and appliances used 'or to be used appear to the Engineer as insufficient or improper for assuring the GC -7 GENERAL CONDITIONS quality of the work required, or the required rate of progress, he may order the Contractor to increase their efficiency or to improve their character, and the failure of the Engineer to demand any increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done satisfactorily and in a manner to secure first-class construction throughout. All work shall be done in such a manner as will properly protect and support existing permanent structures,pipe lines, etc. 13. INSPECTION: Inspectors shall be authorized to inspect all work done on materials furnished. Such inspections may extend to all parts of the work and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the Contractor and the Inspector as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject material or suspend the work until the question at issue shall be referred to and decided by the Engineer. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications, nor to approve or accept any portion of the work, nor to issue instruction contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. Any advice, which the Inspector may give the Contractor, shall in no way be construed as binding the Engineer nor the Owner in any way nor releasing the Contractor from the fulfillment of the terms of the Contract. The Contractor shall be conclusively presumed to be acquainted with all existing conditions and to guarantee that all work and materials shall, upon final completion of the work,be turned over to the Owner in a complete and perfect condition and he shall be responsible for the proper care, maintenance and protection of all work and material until his entire Contract is completed and all work and materials found in good condition and accepted. The Contractor will be held responsible for the entire work until completed and accepted by the Engineer and the Owner. _ The Contractor shall, at all times,provide the Owners, Engineer, assistants and inspectors under him with necessary facilities for determining both on the work and at the places of manufacture, that all work being performed and all materials being manufactured are strictly in accord with the Contract. Until acceptance of work by the Owner, the Contractor shall be responsible for all damages to the work including action of the elements or any other cause whatsoever. The Contractor shall continuously and adequately protect the work against damage from any cause. 14. WAIVER: Neither the inspection by the Owner or Engineer or any part of their employees nor any order, measurement or certificate by the Engineer nor any order by the Owner for the payment of any money nor any payment for or acceptance of, the whole or any part of the work by the Engineer or the Owner nor any extension of time nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract or of any power herein reserved to the Owner or any right to damages herein provided; nor shall any waiver of any breach of the Contract constitute a waiver of any subsequent breach. Any remedy provided in this Contract shall be construed as cumulative;that is in addition to each and every remedy herein provided. GC - 8 GENERAL CONDITIONS 15. WATER AND ELECTRIC POWER: All water and electric power supply for construction purposes must be provided by the Contractor. The cost shall be borne by the Contractor. 16. MACHINERY AND EQUIPMENT: All machinery, equipment, trucks and vehicles used in the prosecution of the work or in connection therewith, shall at all times be in proper working condition. The Contractor shall be responsible for curtailing noise, smoke, fumes or any other nuisance resulting from his operations. He shall, upon written notification from the Engineer, make any repairs, replacements, adjustments, additions, and furnish mufflers when necessary to fulfill these requirements. 17. MAINTENANCE: If, within one year from the date of issuance of the Final Certificate, any portion of the work shall,in the opinion of the Owner,require repairing,replacing, or rebuilding,the Contractor shall start such repairs within five (5) days after the receipt of notice from the Owner, and if the Contractor shall fail or neglect to start such repairs within the said five (5) days, the Owner may employ such other person or persons as they deem proper to make such repairs and pay the expense thereof out of any sum retained by them, provided nothing herein contained shall limit the liability of the Contractor or his Surety to the Owner for nonperformance of the Contractor's obligations at any time. 18. SCHEDULE OF OPERATIONS: Within 5 days after the signing of the Contract, the Contractor shall submit a proposed program of operations, showing clearly how he proposes to conduct the work so as to bring about the completion of his work within the time limit specified. This program shall outline the proposed sequence of operations, the rates of progress and the dates when his work will be sufficiently advanced to permit the installation of work under this Contract. 19. RIGHT TO USE WORD: The Owner may enter upon and use the whole or any portion of the work,-which may be in condition to use any time previous to its final acceptance by the Owner. Such use shall not constitute or be evidence of acceptance by the Owner or the Engineer of the whole or any part of the material furnished or work performed under the Contract. 20. NOTICE OF WARNING: If the Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or refuse or fail to supply enough properly skilled workmen or proper materials or refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or fail to complete the work within said period or fail or refuse to regard laws, ordinances, codes, instructions of the Engineer, then the Engineer shall forward by registered mail to the Contractor, at the address given in the Contract, a Notice of Warning, and in the event the Contractor fails to comply with said Notice of Warning within five(5) days from receipt thereof,the Owner shall have the right to terminate the Contract. 21. WARNING SIGNS: Contractor shall provide and maintain proper luminous warning and _. detour signs where directed by the Engineer. Obstructions such as stored materials, equipment and excavations shall be marked with not less than two lights, which shall be not more than 4 feet apart. GC - 9 GENERAL CONDITIONS All lights shall be kept burning from one-half hour before sunset to until one-half hour after sunrise. 22. ACCIDENT[' PREVENTION: During the performance of the work, the Contractor shall exercise all reasonable precautions for the protection of persons and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all other physical hazards shall be guarded in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America to the extent that such provisions are not inconsistent with Federal, State or Municipal laws or regulations. If any operation, practice or condition is deemed by the Engineer to be unsafe, he shall notify the Contractor in writing to take corrective action. Where, in the opinion of the Engineer, any operation, practice or condition shall be promptly discontinued and before the affected part of the work is resumed,remedial action taken. The Owner reserves the right to remedy any neglect on the part of Contractor as regards the protection of the work which may come to its attention, after 24 hours'notice in writing; except that in cases of emergency it shall have the right to remedy any neglect without notice, and in either case to deduct the cost of such remedy from money due the Contractor. Nothing in the foregoing p paragraphs shall be construed as relieving the Contractor from full responsibility at all times for safe prosecution of the work. 23. DAMAGES: The Contractor shall pay and make good all losses or damages arising out of any cause connected with the Contract and shall indemnify and save harmless the Owner from any and all claims and any and all liability or responsibility of every nature and kind for any loss, damage or injury which may be brought against the Owner or any of its officers or agents, by reason of, or connected with the work or materials furnished under the Contract and shall pay all costs and expenses of every kind, character, and nature whatever, occurring upon or arising out of the Contract. 24. MAINTENANCE OF TRAFFIC: All work under this Contract is to be completed within the time indicated in the Contract Agreement or as extended by the Owner. If in the meantime it should become necessary, because of the lateness of the season, or any other reason to stop the work, the Contractor shall at his own expense, open proper drainage ditches, erect temporary structures where necessary, prepare the roads so there will be minimum interference with traffic, set up and maintain a competent organization as directed by the Engineer, to keep the highways in first class condition for traffic, and take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed. 25. FINAL SITE CLEARING: Before final payment will be approved, the Contractor shall prepare the construction areas as follows: All basins, manholes and pipe as constructed shall be cleaned free from accumulated construction dirt, silt, form work, etc., and all proper restoration as called for in the items of the Specifications shall be complete in every detail. The Contractor shall clean all construction areas free from accumulated forms, excavation fill, construction materials and construction shanties. All areas shall be completed in every detail and shall be broom cleaned from excess dirt and materials. GC- 10 GENERAL CONDITIONS 26. PROTECTION OF LAND MARKERS, TREES, SHRUBS, AND PROPERTY: Wherever in the conduct of the work, a monument marking a point of public or private survey is encountered or brought to view by excavation, the fact shall at once be communicated to the Engineer. In no case shall the Contractor remove the same until the location for resetting shall have been made by the Engineer. All monuments or land markings exposed to view when the work is first undertaken shall be carefully preserved and the greatest care exercised to prevent injury to or disturbance of position of the same. The unit price of all items shall include the cost of restoring to its former condition any sidewalks or curbs, as well as restoring any trees, shrubs or lawns that may be damaged during this construction. No additional payment will be made. The Contractor is required at his own expense to obtain any and all permits for use of private property if he uses such property for storage, transportation or accomplishment of the work under the Contract. Private property shall be, cleaned up neatly, any damage repaired and premises restored to their original condition. 27. ]PROTECTION OF UTILITIES: The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work, and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure or part of a structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of-way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. 28. NO DAMAGES FOR DELAY: Notwithstanding any other provisions to this Contract, the Contractor agrees to make no claim for damages for delay in the performance of this Contract occasioned by any act of the Town or any of its representatives, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the work as provided herein. This provision shall not apply to any act or omission to act of the Town or any of its representatives, wherein the same is done in bad faith and with deliberate intent to delay the Contractor in the performance of this Contract. GC- 11 GENERAL CONDITIONS 29. RECORD KEEPING: The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter the "records"). The records must be kept for the balance of the contract term and for six (6) years thereafter. 30. SUBCONTRACTORS AND SUPPLIERS: Within five days after receipt from the Engineer of notice to begin work, the Contractor will furnish written notice of names of all subcontractors to be employed on the project and the general items of work to be done by them. Simultaneously, the Contractor shall furnish written notice of the names of suppliers of materials to be used on the project. The Owner may disapprove for good cause any subcontractor or material supplier selected by the Contractor by giving written notice of its disapproval within five (5) days after receiving the names of subcontractors and material suppliers, to the Contractor who shall thereupon promptly notify the Owner of the names of the subcontractor or material supplier selected in replacement which shall again be subject to approval by the Owner. 31. PENAL LAW: Attention is called to Section 1918 of the Penal Law as follows: Construction or blasting near pipes convp3dng combustible gas No person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice, and further he shall ascertain whether there is within one hundred feet in such street, highway or public place, or in the case of a proposed discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any other person, corporation or municipality conveying combustible gas, and if thereby any such pipe, he shall also give such notice to any other such person, corporation or municipality. Provided,however, that in any emergency involving danger to life, health, or property it shall be lawful to excavate without using explosives if the notices prescribed herein are given as soon as reasonably possible, and to discharge explosives to protect a person or persons from an immediate and substantial danger of death or serious personal injury if such notices are given before any such discharge is undertaken. Any such work shall be performed in such manner as to avoid danger to any pipe conveying combustible gas. Any violation of the provisions of this section shall be a misdemeanor. GC- 12 CONDITIONS OF CONTRACT INDEX 1. Contract Documents and Definitions 2. Scope of the Work 3. Compensation to be paid to the Contractor 4. Time of Essence 5. Commencement of Work 6. Time of Completion 7. Liquidated Damages for Delays 8. Extension of Time. No Waiver 9. Weather 10. Contract Security 11. Laws and Ordinances 12. Qualifications for Employment 13. Non-Discrimination 14. Payment of Employees 15. Estimates and Payments 16. Acceptance of Final Payment Constitutes Release 17. Construction Reports 18.- Inspection and Tests 19. Plans and Specifications: Interpretations 20. Subsurface Conditions Found Different 21. Contractor's Title to Materials 22. Superintendence by Contractor 23. Protection of Work,Persons and Property 24. Representations of Contractor 25. Patent Rights 26. Authority of the Engineer 27. Changes and Alterations 28. Correction of Work 29. Weather Conditions 30. The Owner's Right to Withhold Payments 31. The Owner's Right to Stop Work or Terminate Contract 32. Contractor's Right to Stop Work or Terminate Contract 33. Responsibility for Work 34. Use of Premises and Removal of Debris 35. Suits of Law 36. Power of the Contractor to Act in an Emergency 37. Provisions Required by Law Deemed Inserted 38. Subletting, Successor and Assigns 39. General Municipal Law Clause 40. Grades,Lines,Levels,and Surveys 41. Insurance Requirements 42. Foreign Contractors 43. Lien Law 44. Refusal to Waive Immunity 45. Exemption from Sales and Use Tax CC - 1 CONDITIONS OF CONTRACT 1. CONTRACT DOCUMENTS ASND DEFINITIONS The Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings, together with any Addenda, shall form part of this Contract, and the provisions thereof shall be as binding upon the parties hereto, as if they were herein fully set forth. The table of contents, titles, heading, headlines, and marginal notes contained herein are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light upon the interpretation of the provisions to which they refer. Whenever the term "Contract Documents" is used, it shall mean and include the Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings and any Addenda. In case of any conflict or inconsistency between the provisions of the Contract and those of the Specifications,the provisions of this Contract shall govern. Extra Work: The term "extra work", as used herein, refers to and includes all work required by the Owner, which in the judgment of the Engineer involves changes in or additions to work required by the Plans, Specifications and any Addenda in their present form and which is not covered by a specific unit price in the Form of Bid. Subcontractor: The term "subcontractor" shall mean any person, firm, or corporation supplying labor and material for work at the site of the project but not including the parties to this Contract. Notice: The term "notice", as used herein, shall mean and include written notice. Written notice shall be deemed to have been duly served when delivered to, or at last known business address of, the person, firm or corporation for whom intended, or his, their, or its duly authorized agents, representatives, or officer, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, firm or corporation at his, their or its last known business address and deposited in a United States mailbox. Directed, Required, Approved, Acceptable: Whenever they refer to the work or its performance, "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirement, permission, order, designation or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgment of', and words of like import, shall mean approved, or acceptable to, or satisfactory to, or in the judgment of the Engineer. 2. SCOPE OF THE WORD The Contractor will furnish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for, or incidental to, the work contemplated by this Contract as required by, and in strict accordance with the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by, and in strict accordance with, such changes as are ordered and approved pursuant to this Contract, and will perform all other obligations imposed on him by this Contract. CC-2 CONDITIONS OF CONTRACT 3, COMPENSATION TO BE PAID TO THE CONTRACTOR (a) Agreed Prices: It is understood and agreed that the Contractor will accept as payment in full the summation of products of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements,by the unit prices bid, no allowance being made for anticipated profit or for reasons of variations from the estimated quantities set forth in the Form of Bid. (b) Extra Work: The Owner may, at any time, by a written order and without notice to the Sureties, require the performance of such extra work or changes in the work as it may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1)By such applicable unit prices,if any, as set forth in the Contract; or 2) If no such unit prices are set forth, then by unit price or by a lump sum mutually agreed upon by the Owner and the Contractor; or 3) If no such unit prices are so set forth and if the parties cannot,agree upon unit prices or a lump sum; then by actual net cost in money to the Contractor of the materials, permits, wages of applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty (20) percent as full compensation for all other items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compensation Insurance, materials used in temporary structures, allowances made by the Contractor to subcontractors, additional premiums upon the performance bond of the Contractor and the use of small tools. 4. TIME OF ESSENCE INASMUCH AS THE PROVISIONS OF THIS CONTRACT RELATING TO THE TIME OF PERFORMANCE AND COMPLETION OF THE WORK ARE FOR THE PURPOSE OF ENABLING THE TOWN TO PROCEED WITH THE CONSTRUCTION OF A PUBLIC IMPROVEMENT IN ACCORDANCE WITH A PREDETERMINED PROGRAM, SUCH PROVISIONS ARE OF THE.ESSENCE OF THIS CONTRACT. 5. COMMENCEMENT OF WORD The Contractor agrees that he will commence work immediately on and not later than ten (10) days after signing of the Contract. 6. TIME OF COMPLETION The time of completion of the entire contract work shall be TWO IIUNDRED AND SEVENTY (270) CONSECUTIVE CALENDAR DAYS from the date the contract is signed by all parties. The date of such completion shall be the date of the Certification of Completion herein specified. The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. CC- 3 CONDITIONS OF CONTRACT The Owner reserves the right to order the Contractor to suspend operations, when in the opinion of the Engineer, improper weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground conditions permit. The days during which such suspension of work is in force are not chargeable against the specified completion date. 7. LIQUIDATED DAMAGES FOR DELAYS The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Owner shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of One Thousand Five Hundred ($1,500.00) per day which amount is hereby agreed upon, fixed and determined by the parties hereto as-the liquidated damages, including overhead charges, services, inspector's wages and interest on the money invested, that the Owner will suffer by reason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time herein stipulated for its completion in 6 — Time of Completion, provided, however,that the Owner shall have the right to extend the time for the completion of said work. g. EXTENSIONS OF TIME. NO WAIVER If the Contractor shall be delayed in the completion of his work by reason of unforeseeable causes beyond his control and without his fault or negligence, including but not restricted to, acts of God or of the public enemy, fires, floods, epidemics, quarantine restrictions, strikes,riots, civil commotion's or freight embargoes, the period herein above specified for completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be considered a waiver by the Owner of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided, or relieve the Contractor from full responsibility for performance of his obligations hereunder. 9. WEATHER During unsuitable weather, all work must stop when such work would be subject to injury and the Contractor shall transfer his men and materials to those parts of the work where weather conditions will not have any effect on the workmanship. The Contractor shall not be entitled to any damages on account of such damages or suspension, and he must protect any work that might be injured by the elements and make good any work that is injured. 10. CONTRACT SECURITY (a) The Contractor shall furnish a Performance Bond, or other acceptable security, equal to one hundred percent (100%) of the amount of the bid as security for the faithful performance of the Contract, and for the payment of all persons performing labor or furnishing materials in connection with this Contract. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of acceptance of the work by the Engineer. CC-4 CONDITIONS OF CONTRACT (b) Additional or Substitute Bond: If at any time the Owner shall be or become dissatisfied with any surety or sureties, or if for any other reason such bond shall cease to be adequate security to the Owner, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond in such form and sum and signed by such other surety as may be satisfactory to the Owner. The premiums on such bonds shall be made until the new surety shall have been qualified. 11.' LAWS AND ORDINANCES In the execution of the Contract, the Contractor shall comply and obey all federal, state, county and local laws, ordinances, codes and regulations relating to the performance of the Contract, including but not limited to, labor employed thereon, materials supplied, obstructing streets and highways, maintaining signals, storing, handling and use of explosives and all other general ordinances and state statutes affecting him or his employees or his work hereunder in his relations with the Municipality or any other persons, and also all laws, codes,, ordinances controlling or limiting the Contractor while engaged in executing the work under the Contract. As a condition of the Contract, the Contractor shall and does hereby agree to comply with all requirements of the labor laws of the State of New York. The Contractor shall comply with the provisions of Sections 291-,299 of the Executive Law and Civil Rights Law, shall furnish all information and reports deemed necessary by the State Commission for Human Rights, the Attorney General and the Industrial Commissioner for purposes of investigation to ascertain compliance with such sections of the Executive Law and Civil Rights Law. The Contract may be forthwith cancelled, terminated or suspended, in whole or in part, by the contracting agency upon the basis of a finding made by the State Commission for Human Rights that the Contractor has not complied with these laws. The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Law, as amended, provides that no laborer, workman or mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by this Contract, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, except in cases of extraordinary emergency caused by fire, flood or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or more than five (5) days in any week expect in such emergency; that the wages to be paid for a legal day's work as herein before defined, to laborers, workmen or mechanics upon the work called for under this Contract or upon any material used upon, or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor or other person about or upon the work shall be paid the wages herein provided; that employees engaged in the construction, maintenance, and repair of highways and in water works construction outside the limits of cities CC- 5 CONDITIONS OF CONTRACT and villages are no longer exempt from the provisions of the Labor Law which require the payment of the prevailing rate of wages and the eight(8)hour day. Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employment shall be given to citizens of the State of New York who have been residents of Suffolk County for at least six (6) consecutive months immediately prior to the commencement of their employment. Each person so employed shall furnish satisfactory proof of residence in accordance with rules adopted by the Industrial Commissioner. Persons other than citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial Commissioner,the Contractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a misdemeanor and shall be punishable by a fine of not less than Fifty Dollars ($50.00)nor more than Five Hundred Dollars ($500.00) or by imprisonment for not less than thirty nor more than ninety days, or both fine and imprisonment. Section 220-A, of the Labor Law, as amended by Chapter 472 of the Laws of 1932,provides that before payment is made by or on behalf of the State of any city, county, town or village or other civil division of the state of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or the financial officer of the Municipal Corporation to require the Contractor and each and every subcontractor to file a certified statement in writing, in satisfactory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contractor, setting forth therein the names of the persons whose wages are unpaid and the amount due each respectively. Section 220-E of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the amounts due or to become due to him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if for any reason, it may be deemed advisable, the Comptroller of the State or financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof of the sums or sum admitted by any contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor performed and may withhold the amount so deducted for the benefit of the laborers for daily or weekly wages, whose wages are unpaid as shown by the verified statements filed by any contractor or subcontractor and may pay directly to any person the amount or amounts so shown to be due for such wages. Section 220-C of the Labor Law, as so amended,provides the penalty for making of a false oath ,or verification. Section 220-D of the Labor Law provides that the advertised Specifications for every contract for the construction, reconstruction, maintenance and/or repair of highways to which the State, county, town and/or village is a party shall contain a provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the laborers employed in the performance of the Contract either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the CC- 6 CONDITIONS OF CONTRACT Contract, and the Contract shall contain a stipulation that such laborers shall be paid not less than such hourly minimum rate of wage. Any person or corporation that willfully pays, after entering into such Contract, less than such stipulated minimum hourly wage scale shall be guilty of a misdemeanor and upon conviction, shall be punished for a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for not more than thirty (30) days, or both by fine and imprisonment; for a second offense by a fine of One Thousand Dollars ($1,000.00) and in addition thereto, the Contract on which the violation has occurred shall be forfeited, and no such person or corporation shall be entitled to receive any sum nor shall any officer, agent or employee of the State pay the same or authorize its payment from the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this section. The minimum wage rates established by the Industrial Commissioner, State of New York, for this Contract are set forth herein above as part of"Instructions to Bidders". 12. QUALIFICATIONS FOR EMPLOYMENT No person under the age of sixteen(16) years and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others, shall be employed to perform any work on this project; provided, however, that such restrictions shall not operate against the employment of physically handicapped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. 13. NON-DISCRIMINATION There shall be no discrimination because of race, creed, color, national origin, age or sex in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor and subcontractor or any person acting on behalf of the Contractor or subcontractor discriminate in any manner against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, national origin, age or sex. There may be deducted from the amount payable to the Contractor by the Owner under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this paragraph; provided that for a second or any subsequent violation of the terms of this paragraph, this Contact may be canceled or terminated by the Owner and all monies due or to become due hereunder may be forfeited. 14. PAYMENT OF EMPLOYEES The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full (less deductions made mandatory by law) in cash or company check and not less often than once each week. CC -7 CONDITIONS OF CONTRACT 15. ESTIMATES & PAYMENTS (a) Monthly: At the end of each calendar month during the progress of the work, the Engineer shall make an approximate estimate of the work satisfactorily done, based upon the prices set forth in the Proposal Form. In consideration of the work done,the Owner will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him less five(5)percent. The making of any such estimate or payment made thereon shall not be taken or construed as an acceptance by the Owner of any work so estimated and paid for. The five percent (5%) of the amount of the monthly estimate remaining unpaid will be retained by the Owner as a guarantee that the Contractor will faithfully and completely fulfill all obligations imposed by the Contract and Specifications, and against any damages caused the Owner by reason of any failure on the part of the Contractor to fulfill all conditions and obligations herein contained. (b) Final Estimate: One month after the completion and acceptance of the work specified and contracted for, the Engineer will make a final estimate of all the work done. Thereafter, the Owner will pay the full amount, less prior payments, less any amounts retained to complete the work according to the provisions of the Specifications, less any money paid by the Owner by reason of said Contractor having failed to carry out faithfully and completely all the obligations and requirements herein contained. Upon final settlement, according to the conditions herein specified and not until such settlement shall have been made, will the Contractor be relieved from the obligations assumed in the Contract. (c) Measurement for Payment: The Engineer shall make due measurement of work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement and shall be taken as full measure of compensation to be received by the Contractor. When requested by the Contractor, the Engineer shall measure, re-measure or re-estimate any portion of the work, but the expense of such re-measurement or re-estimating shall, unless material error is proved, be paid for by the Contractor. (d) No payments will be made for materials delivered to the site which have not been incorporated into the work. (e) Contractors and subcontractors are required to submit to the Town, within thirty days after issuance's of the first payroll, and every thirty days thereafter, a transcript of the original payroll record, subscribed and affirmed as true under the penalties of perjury. CC - 8 Ib CONDITIONS OF CONTRACT 16. ACCEPTANCE QF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by.the Contractor'of the final payment shall be, and shall operate as a release to the Owner from all claims and all liabilities to the Contractor for all the things done or furnished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of, this,work, excepting the'Contractor's claims for interest upon the final payment, if this payment be improperly delayed. No payment, however, final,or otherwise, shall operate to' release the Contractor or,his sureties from,any obligations under this Contract or the Performance Bond. 17. CONSTRUCTION REPORTS The Contractor shall submit to the Engineer prior to commencing any work under this Contract, a detailed schedule, and, plan of operations indicating the manner in which the Contractor proposes to prosecue the work and a time schedule therefor. Such schedules are not intended to bind the Contractor to a pre-determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required of, and to be performed by others. The detailed schedule shall include a list of the subcontractors and material suppliers-he proposes to use on the work. The Contractor shall famish the Engineer with periodic estimates for partial payments as required elsewhere in the Contract Documents, and in addition thereto will furnish the Engineer with a'detailed estimate for final payment. Prior to being"eligible to receive the final payment under this Contract, the Contractor shall furnish the Engineer with 'substantial proof.that all bills for services rendered and materials supplied have been paid. The,'enumeration of the above reports in no way relieves the Contractor of hi's responsibility under existing Federal or State Laws ,of fling,such; other reports with agencies -as may be required by such existing laws or regulations. 18. INSPECTION AND TESTS All material and workmanship shall be subject to inspection, examination'and test by the Engineer at any time during the construction and at any and all places where manufacturing of materials used and/or construction is carried on. Without additional charge, Contractor shall furnish promptly all reasonable facilities, labor and materials necessary to make any tests required' by the Engineer and/or required by the Specifications. < If at any time before final acceptance of the entire work, the Engineer,considers 'necessary or advisable an examination of,any portion of the work already completed, by removing or tearing out the same, the Contractor shall upon request, furnish promptly all necessary facilities, labor and materials for such examination. If such work is found to be defective ,in any material CC-9 CONDITIONS OF CONTRACT respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same,shall be defective, the Contractor shall be liable for the'expense for such examination and of satisfactory reconstruction: If,however, such approval and consent shall have been given and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such examination and reconstruction in the manner herein provided for the payment of cost of extra work. The selection of laboratories and/or agencies for the inspection and tests of supplies,materials or equipment shall be subject to the approval of or designated by the Owner`. Satisfactory documentary evidence that the material has passed the required inspection and tests must be furnished to the Engineer prior to the incorporation of the material in the work. Any rejected work will be removed from the site of the project completely at the expense of the Contractor. 19. PLANS AND SPECIFICATIONS: INTERPRETATIONS The Contractor shall keep at the site of the work one'copy of the Plans and Specifications signed and identified by the 'Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown in the Plans shall have the same effect as if shown or mentioned in both. In case of any conflict or inconsistency between the Plans and Specifications, the Specifications shall govern. Any discrepancy between the figures and drawings shall be submitted to the Engineer whose decision thereon shall be conclusive. 20. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Engineer of such conditions, before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided' herein for adjustment. as to extra and/or .additional work and changes. AdL 21. CONTRACTOR'S TITLE TO MATERIALS ` C No materials or supplies for the work shall be purchased by the Contractor or any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all'materials and supplies used by him in the work. C: CC- 10 CONDITIONS OF CONTRACT 22. SUPERINTENDENCE BY CONTRACTOR At the site of the work, the Contractor shall give his constant, personal attention to the work or employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. The Contractor's superintendent and foreman must be able to read and speak the English language. 23. PROTECTION OF WORK,PERSONS AND PROPERTY Precaution shall be exercised at all times for the proper protection of all persons, property and work. The Contractor shall give notice to the owners of utilities which may serve the area and request their assistance in predetermining the location and depth of various pipes, conduits, manholes, and other underground facilities. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by the Owner or his Engineer to adequately safeguard the traveling public. The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property from any damage and shall replace or make good any such damage, loss or injury, unless such be caused directly by errors contained in the Contract Documents, or by the Owner or its duly authorized representatives. The Contractor shall provide and maintain such watchmen, barriers, lights, flares and other signals at his own expense, as will effectively prevent any accident in consequence of his work for which the Owner might be liable. The Contractor shall be liable for all injuries or damage caused by his act or neglect, or that of his employees. The Contractor shall take particular care to avoid the blocking of fire hydrants, fire alarm boxes, letterboxes,traffic signals or other visible devices maintained for the use of the public. 24. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That he is financially solvent and that he is experienced in, and competent to, perform the type of work involved under this Contract and able to furnish the plant,materials, supplies and/or equipment to be furnished for the work; and 1 CC- 11 CONDITIONS OF CONTRACT (b) That he is familiar with all Federal, State and Municipal Law, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the work; and (c) That such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which is intended and that such construction will not injure any person or damage any property; and (d) That he has carefully examined the Plans, Specifications and the site of the work, and that from his own investigations he has satisfied himself as to the nature and location of the work,the character, location, quality and quantity of surface and subsurface materials, structures and utilities likely to be encountered, the character of equipment and other facilities needed for the performance of the work, the general local conditions which may in any way affect the work or its performance. 25. PATENT RIGHTS As part of his obligation hereunder and without any additional compensation, the Contractor will pay for any patent fees or royalties required in respect to the work or any part thereof and will fully indemni fy the Owner or his Engineer for any loss on account of any infringement of patent rights unless prior to his use in the work a particular process or a product of a particular manufacturer he notifies the Engineer in writing that such process or product is an infringement of a patent. 26. AUTHORITY OF THE ENGINEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The Engineer shall determine the amount, quality, acceptability, and fitness of all parts of the work, shall interpret the Plans, Specifications, Contract Documents and any extra work orders and shall decide all other questions in connection with the work. Upon request,the Engineer shall confirm in writing any oral orders, directions,requirements or determinations. The enumeration herein or elsewhere in the Contract Documents of particular instance in which the opinion, judgment, discretion or determination of the Engineer shall control or in which work shall be performed to his satisfaction or subject to his approval or inspection, shall not imply that only matters similar to those enumerated shall be so governed and performed,but without exception all the work shall be governed and so performed. 27. CHANGES AND ALTERATIONS The Owner, upon the Engineers recommendation, reserves the right to make alterations in location, line, grade, plan, form or dimensions of the work, or any part thereof, either before or after the commencement of construction. If such alterations diminish the amount of work to be done, no claim for damages or anticipated profits will be warranted on the work, which may be dispensed with. If such alterations increase the amount of work, such increases shall be paid for CC- 12 CONDITIONS OF CONTRACT according to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 28. CORRECTION OF WORD All work and all materials whether incorporated into the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Engineer who shall be the final judge of quality, materials, processes of manufacture and methods of construction suitable for the purpose for which they are used. Should they fail to meet his approval, they shall be forthwith reconstructed, made good and replaced and/or corrected as the case maybe,by the Contractor, at his own expense. If, in the opinion of the Engineer, it is not desirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgment of the Engineer shall be equitable. The Contractor expressly warrants that his work shall be free from any defects in materials or workmanship and agrees to correct any defects, which may appear within one year following the final completion of the work. Neither the acceptance of the completed work nor payment therefor shall operate to release the Contractor or his sureties from any obligations under or upon this Contract or the Performance Bond. 29. WEATHER CONDITIONS In the event of temporary suspension of work or during inclement weather or whenever the Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If in the opinion of the Engineer any work or material shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors to protect his or their work, such work and materials shall be removed and replaced at,the expense of the Contractor. 30. THE OWNER'S RIGHT TO WITHHOLD PAYMENTS The Owner may withhold from the Contractor so much of any approved payments due him as may,in the judgment of the Owner,be necessary: (a) To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; (b)To protect the Owner from loss due to defective work not remedied; or (c) To protect the Owner from loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by the act or neglect of the Contractor or any of his subcontractors. The Owner shall have the right, as agent for the Contractor to apply such amounts so withheld in such manner as the Owner may deem proper to satisfy such claims CC - 13 CONDITIONS OF CONTRACT or to secure such protection. Such applications of such money shall be deemed payments for the account of the Contractor. 31. THE OWNER'S DIGHT TO STOP WORD OR TERMINATE CONTRACT If, (a)The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors; or (b)A receiver or liquidator shall be appointed for the Contractor for any of his property and shall not be dismissed within 20 days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said 20 days; or (c) The Contractor shall refuse or fail, after notice or warning from the Engineer, to supply enough properly skilled workmen or proper materials; or (d) The Contractor shall refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the periods herein specified(or any duly authorized extension thereof) or shall fail to complete the work within said periods; or (e) The Contractor shall fail to make prompt payments to persons supplying labor or materials for the work; or (f) The Contractor shall fail or refuse to regard laws, ordinances or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provisions of this Contract; then and in any such event, the Owner, without prejudice to any other rights or remedy it may have, may by seven(7) days'notice to the Contractor, terminate the employment of the Contractor and his rights to proceed either as to the entire work or(at the option of the Owner) as to any portion thereof as to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. In such case, the Contractor will not be entitled to receive any further payment until the work is finished. If the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work(including compensation for additional managerial, administrative and inspection services and any damages for delay), such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and his sureties shall be liable to the Owner for such excess. If the right of the Contractor to proceed with the work is so terminated,the Owner may take possession of and utilize in completing the work, such materials, appliances, supplies, plant and equipment as may be on the site of the work and necessary thereof. If the Owner does not so terminate the right of the Contractor to proceed, the Contractor shall continue to work. CC - 14 CONDITIONS OF CONTRACT 32. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work shall be stopped by order of the Court or other public authority for a period of three (3) months without act or fault of the Contractor or any of his agents, servants, employees or subcontractors, the Contractor may, upon ten (10) days' notice to the Owner,,discontinue his performance of the work and/or terminate the Contract; in which event, the liability of the Owner to the Contractor shall be determined as provided in Paragraph 31. The Contractor shall not be obligated to pay to the Owner any excess of the expense of completing the work over the unpaid balance of the compensation to be paid to the Contractor hereunder. 33. RESPONSIBILITY FOR WORK The Contractor agrees to be responsible for the,entire work embraced in this Contract until its completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause either by act of commission or omission to properly guard and protect the work that may be discovered at any time before the completion and acceptance shall be removed and replaced by good and satisfactory work without any charge to the Owner, and that such removal and replacement will be performed immediately on the requirement of the Engineer,notwithstanding the fact that it may have been overlooked by the proper inspector, and partial payment made thereon. It is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove any work by the Engineer at or before the time of partial payment or other estimate shall not be construed to be acceptance of any defective work. 34. USE OF PREMISES AND REMOVAL OF DEBRIS The Contractor expressly undertakes at his own expense: (a)To store his apparatus,materials, supplies and equipment in such orderly fashion at the.site of the work as will not unduly interfere with the progress of his work or the work of any of his subcontractors; (b)To frequently clean up all refuse,rubbish, scrap materials and debris caused by the operations to the end that at all times, the site of the work shall present a neat, orderly and workmanlike appearance; (c)Before final payment hereunder to remove all surplus material,temporary structures,plants of any description and debris of every nature resulting from his operations. 35. SUITS OF LAW The Contractor shall indemnify and save harmless the Owner from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission of the contractor, his employees or agents of any subcontractor, and in case of any such action shall be brought against the Owner, the Contractor shall immediately take charge of and defend the same at his own cost and expense. CC- 15 i CONDITIONS OF CONTRACT 36. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY In case of an emergency, which threatens loss or injury to property and/or safety of life, the Contractor will be permitted to act as he sees fit without previous instructions from the Engineer. He shall notify the Engineer thereof immediately and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as instructed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. 37. PROVISIONS REQUIRED BY LAW DEEMED INSERTED Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall read and be enforced as though it were included herein, and if through mistake or otherwise, any such provision is-not inserted, or is not correctly inserted, then upon the application of either party the Contract shall be forthwith be physically amended to make such insertion. 38. SUBLETTING,SUCCESSOR AND ASSIGNS The Contractor shall not sublet any part of the work under this Contract nor assign any money due him hereunder without first obtaining the written consent of the Owner. This Contract shall insure the benefit of and shall be binding upon the parties hereunder and upon their respective successors and assigns,but neither party shall assign or transfer his interest herein in whole or in part without consent of the other. 39. GENERAL MUNICIPAL LAW CLAUSE Pursuant to the provisions of Section 103-a of the General Municipal Law, in the event that the Bidder or any member, partner, director or officer of the Bidder, should refuse, when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or any public Department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm,partnership, or corporation of which he is a member,partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public Department, agency or official thereof for goods, work or services for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public Department, agency or official thereof on or after the first day of July, 1959, by such CC- 16 CONDITIONS OF CONTRACT person, and by any firm,partnership or corporation of which he is a member,partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination,but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 40. GRADES,LINES,LEVELS AND SURVEYS The Engineer shall furnish the Contractor with the basic horizontal and vertical controls from which the Contractor shall transfer and stake his lines and grades and for their accuracy. The Engineer will establish the basic horizontal and vertical controls at the start of the work, and it shall be the responsibility of the Contractor to safeguard such controls; and if, in the opinion of the Engineer, these controls`are damaged or destroyed either in whole or in part, the Contractor shall pay the cost of having the damaged controls verified, checked, corrected or replaced. 41. INSURANCE REQUIREMENTS The Contractor shall not commence work until the Town has approved all the insurance required under this Contract as required immediately following the Instructions to Bidders. Additionally, the Contractor shall indemnify and save harmless the Town of Southold from and against all losses and all claims, demands, payments, suits, actions, recoveries and judgments of every kind or nature,brought or recovered against the Town of Southold by reason of any act or omission of the Contractor,his agent or employees in the performance of the Contract. The Contractor shall not permit any subcontractor to commence any work under this contract until satisfactory proof of carriage of the required insurance has been posted with and approved by the Town. 42. FOREIGN CONTRACTORS Foreign Contractors must comply with the provisions of Articles 9A and 16 of the Tax Law, as amended, prior to submission of a bid for the performance of this work. The certificate of the New York State Tax Commission to the effect that all taxes have been paid by the foreign contractor shall be conclusive proof of the payment of taxes. The term "foreign contractor" as used in this subdivision means in the case of an individual, a person who is a legal resident of another state or foreign country; and in the case of a foreign corporation, one organized under the laws of a state other than the State of New York. 43. LIEN LAW Attention of all persons submitting bids is specifically called to the provisions of Section 25, Subdivision 5, Section 25A and 25B of the Lien Law, as amended, in relation to funds being received by a contractor for a public improvement declared to constitute trust funds in the hands of such Contractor to be applied first to the payment of certain claims. CC- 17 CONDITIONS OF CONTRACT Ak 44. REFUSAL TO WAIVE IMMUNITY Pursuant to the provisions of Section 103-A of the General Municipal Law, in the event that the bidder or any member, partner, director or officer of the bidder, should refuse when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of an authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership or corporation of which he is a member, partner, firm director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public department, agency, or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public department, agency, or official thereof on or after the first day of July, 1959,by such person and any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination,but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 45. EXEMPTI®lel FROM SALES AND USE TAXES In accordance with Chapter 513 of the laws of 1974 adopted by the New York State Legislature, amending Section 1115 (a) of the tax law, specifically paragraphs 15 and 16, political subdivisions, as described in subdivision(a)paragraph(L) of section 1116 of the tax laws, of the State of New York are exempt from the payment of sales and use taxes imposed on tangible personal property within the limitations specified in tax law 1115 (a) (15) and(16). (15) Tangible personal property sold to a contractor, subcontractor or repairman for use in erecting a structure or building of an organization described in subdivision(a) of section 1116, or adding to, altering or improving real property, property or land of such an organization, as-the terms real property, property and land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure,building or real property. (16) Tangible personal property sold to a contractor or repairman for use in maintaining, servicing or repairing real property, or land of an organization described in subdivision (a) of section 1116, as the terms real property,property or land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure,building or real property. Contractors entering into Contract with the Town of Southold shall be exempt from payment of sales and use tax as described above. Procedures and forms are available to the Contractor direct from the Instructions and Interpretations Unit, State of New York, Department of Taxation and Finance, State Campus,Albany,New York, 12227. CC- 18 Town of Southold "Highway Maintenance Garage and Site Improvements" PROPOSAL PACKAGE BID OPENS.; November 12, 2015 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY! ! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package! ! ! Thank you! D Proposal Package 1 of 13 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non-Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. ❑ As per specifications, the Town of Southold requires a current insurance certificate, with the Town of Southold listed as additional insured, to be on file in the Purchasing Department. You will be given ten (10)business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. i Proposal Package 2 of 13 VENDOR NAME: VENDOR INFORMATION SHEEN' TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: - NAME TITLE a®same®aoama®mummmr0mmmrmm�mmasmmmmm®®e®em®smmmmmmm�aomuammammmmmmmamc���ams�mmn■ If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECO" FORM MAIL IIID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: FAX: E-MAIL: ONLY if different - MAIL PURCHASE ODDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 13 VENDOR NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows -please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid ❑ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION' I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. Signature&Company Position SWORN TO BEFORE ME THIS Type Name&Company Position DAY OF 20 Company Name NOTARY PUBLIC Date Signed Federal I.D.Number Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: VENDOR ADDRESS: TELEPHONE NUMBER: FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#•13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Al 1 General Conditions&Site Mobilization for I /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents A3 1 Unclassified Excavation&Grading for /LS Dollars Cents A4 1 Building Construction for /LS Dollars Cents A5 4,000 8"Thick Reinforced Exterior Concrete Slab for /SF Dollars Cents 4"Thick Concrete Sidewalk o A6 340 ?r for b /SF W Dollars Cents m c°4o Concrete Curb 00 A7 70 for /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS A8 1 Septic System for !LS Dollars Cents /fig 30 Drainage System for NF Dollars Cents A10 375 8"ADS Drainage Pipe for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) Alt 1 1 Resinous Flooring b 0 o for /LS Dollars Cents NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or � after award of the bid. w 0 �n w Highway Maintenance Garage and Site Improvements Contract B-HVAC Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS 61 1 General Conditions&Site Mobilization for AS Dollars Cents B2 Building Heating,Cooling and Ventilation Systems 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. 0 'rs 0 w >v n x >v crCD 0 0 w Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108 000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS C1 General Conditions&Site Mobilization 1 for /LS Dollars Cents Gas Service C2 1 for /LS Dollars Cents Water Service C3 1 for /LS Dollars Cents C4 1 Building Plumbing Systems for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) 'd 0 O 0 NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or 0 w after award of the bid. 'G w x m cra 0 w Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS D1 1 General Conditions&Site Mobilization for /LS Dollars Cents D2 1 Underground Electric Service for ILS Dollars Cents - Fiber Optic Line D3 1 for AS Dollars Cents D4 Building Electrical&Communication Systems 1 for /LS Dollars Cents D5 Building Fire Alarm Systems 1 for /LS � TOTAL BID Items(Add All Items) Dollars Cents 0 0 0 y Dollars Cents (Numerically) WRITTEN IN WORDS >v CD NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or t i after award of the bid. 0 w AUTHORIZED SIGNATURE PRINT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2014 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC Proposal Package 13 of 13 Town of Southold BITER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: A Corporation A Partnership or Entity FIRM NAME: An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? .If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. QS-1 1W 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Proj ect Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca acit 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes, when?What was the outcome of the investigation? QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF ) COUNTY OF ) being duly sworn deposes and says that he is the of contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Sworn to before me this day of ,201 Notary Public Commission Expiration Date: J QS-4 CONTRACT AGREEMENT THIS AGREEMENT made this day of Two Thousand and Thirteen by and between the Town of Southold,party of the first part (hereinafter called the Owner), and party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the Highway Maintenance Garage & Site Improvements AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates P.C. , the project engineers, and as set forth in the Contractor's Bid dated , and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto -annexed and made a part hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Dollars Written in Words Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY BY Scott A. Russell, Supervisor TITLE BY Town Attorney (CORPORATE SEAL) A-2 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2014 before me, the undersigned, personally appeared, ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF " )ss.: On the day of in the year 2014 before me, the undersigned, personally appeared, ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and-that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC A-3 P�tioF NFW�o9' 9 Andrew M Cuomo,Governor q,F, Q Roberta Reardon,Commissioner ENT CF Town of Southold Schedule Year 2015 through 2016 Matt Jedlicka, Designer Date Requested 10/05/2015 LK McClean Associates,PC PRC# 2015010383 437 South Country Road Brookhaven NY 11719 Location Southold Hwy Yard Project ID# 13108 Project Type Construction of a new insulated post frame(pole barn)garage on a reinforced concrete foundation Includes HVAC,plumbing and electrical work PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s)for your project. The schedule is effective from July 2015 through June 2016. All updates, corrections, posted on the 1 st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC#at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and /or to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION / CANCELLATION OF PROJECT Date Completed: Date Cancelled: Name &Title of Representative: Phone: (518)457-5589 Fax: (518)485-1870 W.Averell Harriman State Office Campus, Bldg. 12, Room 130,Albany, NY 12240 www.labor.state.ny.us. PW 200 PWAsk@labor.state.ny.us ��tiOF NSW yo? d a ,�- i• J o , Andrew M.Cuomo,Governor �pa"' d� Roberta Reardon,Commissioner NIT p4 Town of Southold Schedule Year 2015 through 2016 Matt Jedlicka, Designer Date Requested 10/05/2015 LK McClean Associates,PC PRC# 2015010383 437 South Country Road Brookhaven NY 11719 Location Southold Hwy Yard Project ID# 13108 Project Type Construction of a new insulated post frame(pole barn)garage on a reinforced concrete foundation. Includes HVAC, plumbing and electrical work. Notice of Contract Award New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. Contractor Information All information must be supplied Federal Employer Identification Number: Name: Address: City: State: Zip: Amount of Contract: Contract Type: [ ] (01)General Construction Approximate Starting Date: / / [ ] (02)Heating/Ventilation [ ] Approximate Completion Date: - / / (03)Electrical [ ] (04)Plumbing [ ] (05)Other : Phone:(518)457-5589 Fax: (518)485-1870 W.Averell Harriman State Office Campus, Bldg. 12, Room 130,Albany, NY 12240 www.labor.state.ny.us. PW 16 PWAsk@labor.state ny.us DIVISION 1 - GENERAL REQUIREMENTS TOWN OF SOUTHOLD HIGHWAY MAINTENANCE GARAGE &SITE IMPROVEMENTS GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS—DIVISION NO. I—GENERAL REQUIREMENTS Included in this Division are the following sections: 01010 General 01025 Measurement and Payment 01500 Construction Facilities &Temporary Controls 01501 Health& Safety Provisions DIVISION 1 -Page 1 of 23 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 - GENERAL SITE The site of the proposed general construction for the HIGHWAY MAINTENANCE GARAGE & SITE IMPROVEMENTS is located at 275 Peconic Lane, Peconic in the Town of Southold, Suffolk County,New York and more particularly shown on the Contract Drawings. SCOPE A. The work to be performed under this Contract shall include all labor, materials, equipment, services and incidentals required to perform the proposed construction as indicated in the Specifications, shown on the Contract Drawings and/or as approved by the Engineer. B. In general,the work shall include but not be limited to the following: ® Pavement removal, site preparation and excavation ® Pole Barn Construction ® Concrete Foundation and Interior Concrete Slab ® Grading and Drainage ® Concrete Curbs & Sidewalks © Concrete Aprons and exterior slab ® Site Restoration O Sanitary System Installation ® Electric Service Connection ® Data outlets and Cat 6 cabling ® Gas Service ® Water Service Connection ® Fiber optic installation and Ethernet connection C. Without restricting the generality of the foregoing and for the convenience of each Contractor, the items of work are specified under the Standard 16 Uniform Divisions of the Construction Specifications Institute as follows: 1 General Requirements 2 Site Work 3 Concrete 4 Masonry 5 Metals 6 Wood 7 Thermal and Moisture Protection 8 Doors and Finish Hardware 9 Finishes 10 Specialties 11 Equipment DIVISION 1 -Page 2 of 23 DIVISION 1 - GENERAL REQUIREMENTS 12 Furnishings 13 Special Construction 14 Conveying Systems 15 Mechanical 16 Electrical D. The work covered under these Divisions shall be bid under four(4) separate Contracts: Contract A—General Construction Contract B—HVAC Contract C—Plumbing Contract D—Electrical E. Each Prime Contractor shall be responsible for coordinating their contractual construction schedules with each other. Each Prime Contractor shall submit a computer generated critical point method schedule indicating all items of work under their respective contracts and in accordance with each Prime Contractor's associated work. It shall be each Prime Contractor's responsibility to update the schedule as required to reflect changes in schedule of any or all Prime Contractors. SHOP DRAWINGS The Contractor shall make or provide any shop drawings, cuts or samples which the Engineer may require for the approval of details and to show the construction as it will be installed. No shop drawing shall be issued or used until it has been approved by the Engineer or his representative. After approval, no changes or deviations shall be made without written notice being sent to the Engineer. The Engineer's approval shall not relieve the Contractor from responsibility for deviations from the Drawings or Specifications unless he has, in writing, called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors or omissions of any sort in the Shop Drawing or schedule. The Contractor shall submit six(6) copies of each requested item to the Engineer for approval. SUPERINTENDENCE AND WORKMEN The Contractor shall give his constant personal attention to the work while it is in progress, and he shall place it in charge of a competent and reliable superintendent, who shall have authority to act for the Contractor, and who shall be acceptable to the Engineer. The Contractor shall, at all times, employ labor and equipment which shall be sufficient to prosecute the work to full completion in the manner and time specified. All workmen must have sufficient skill and experience in such work to properly and satisfactorily perform it and operate the equipment involved. Any person employed by the Contractor whom the Engineer may deem incompetent or unfit to perform the work, shall be at once discharged and shall not be again employed. DIVISION 1 -Page 3 of 23 DIVISION 1 -GENERAL REQUIREMENTS INSPECTION All proposed work under this Contract shall be performed during and with Engineer's approval. The Contractor is advised to inspect carefully the full premises and consult with the Engineer regarding any items of construction or reconstruction that may be questionable. MAINTENANCE AND PROTECTION OF TRAFFIC The Contractor shall so conduct his operations as to interfere to the least extent practicable with the passage of vehicles, pedestrians and all other kinds of public traffic; and he must take every precaution against accidents happening to said vehicles, pedestrians and other traffic because of his operations. The Contractor shall enforce regulations and restrictions as may be necessary or required for the protection of fire, accidents, property damage and public nuisance. He shall provide and maintain such toilet facilities at or adjacent to the site as may be required. The Contractor shall erect and maintain such signs, channel and obstruction markers and barricades as may be required for the protection of traffic. The Contractor shall not deposit or store any equipment or materials within the Site Area except with written permission from the Engineer. MAINTENANCE AND PROTECTION OF UTILITIES A. The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. B. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure owned by a public utility corporation without the approval of the Engineer. C. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of- way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. GRADES,LINES,LEVELS AND SURVEYS A. The Owner's Engineer will establish one(1)bench mark and location of the work lines as reference points for the Contractor. B. The reference points shall be maintained by the Contractor. All other required lines, levels, grades, etc., shall be furnished by the Contractor from the reference points. DIVISION 1 -Page 4 of 23 DIVISION I - GENERAL REQUIREMENTS C. Re-establishment of the reference points by the Engineer for the Contractor shall be done at the Contractor's expense. D. The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or;inconsistencies in the aforementioned to the Engineer before commencing work. Commencement of work shall be corrected by the Contractor at his expense. LABOR,LAWS AND WORKMANSHIP A. All Contractors and Subcontractors employed upon the work shall and will be required to conform to the Labors Laws of the State of New York, the Occupation Safety and Health Act of the various acts amendatory and supplementary thereto; and to all other laws, ordinances and legal requirements applicable thereto. B. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. The standards of the work required throughout shall be of such grade as will bring results of the first class only. QUALIFICATIONS All bidders must have been established in the type of construction of whichever Prime Contract they are submitting a bid for as specified in the Contract Documents for a period of at least five (5) years. On request, bidders must furnish a list of a minimum of five (5) projects of similar type construction that was built by them in the Nassau- Suffolk area. List must contain name, address and telephone number of client's engineer for which each project was undertaken by Contract. A minimum of five(5) of the projects must have been built for municipal clients. APPROVAL. OF SUBCONTRACTORS A. No Subcontractors shall be employed on the work unless prior approval has been given by the Engineer. The Contract shall, within five (5) days after signing of the Contract, submit a list of proposed Subcontractors to the Engineer for approval. The list shall contain firm names, names of all principals and addresses and projects completed by each Subcontractor and names, addresses and telephone numbers of the particular project's Engineer for which the Subcontractor on the aforementioned project list must have been of similar nature. A minimum of five (5) projects for each proposed Subcontractor must be submitted. B. If for any reason a Subcontractor must be discharged from work, the Contractor shall notify the Engineer at least 24 hours prior to discharge, stating the reasons, and shall provide the Engineer with the name and qualifications of the replacement Subcontractor for approval by the Engineer. This action is deemed necessary to maintain continuity of the work and to minimize project disruptions. All costs due to slowdown of the project for such reasons shall be borne by the Contractor. DIVISION 1 -Page 5 of 23 DIVISION 1 - GENERAL,REQUIREMENTS STANDARD SPECIFICATIONS Where reference is made in these Specifications to a society, the portion referred to shall be read into and shall be a part of this Contract and Specifications. Materials, methods and equipment shall conform to the latest A.S.T.M., A.W.P.A., A.S.A.,N.E.C., I.E.S., etc. specifications as may relate to or govern the construction work. CONTRACT DRAWINGS A. The Contract drawings which accompany and form part of these Specifications, bear the general title HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS, Suffolk County,New York and separately numbered and entitled as follows: T1 TITLE SHEET CO LEGEND, ABBREVIATIONS AND NOTES C1 OVERALL SITE PLAN C2 EXISTING CONDITIONS C3 SITE PLAN C4 SITE DETAILS C5 SANITARY PLAN C6 SANITARY DETAILS C7 DRUM-STORAGE PLAN AND DETAILS C8 500 GAL WASTE OIL TANK DETAILS S1 FOUNDATION PLAN S2 FOUNDATION DETAILS S3 INTERIOR PARTITION FRAMING AO CODE COMPLIANCE Al FLOOR PLAN AND DETAILS A2 REFLECTED CEILING PLAN ELEVATIONS A3 ELEVATIONS A4 SECTIONS A5 ENLARGED PLAN AND DETAILS A6 DOOR AND WINDOW SCHEDULES AND DETAILS MO LEGEND, ABBREVIATIONS AND NOTES M1 GROUND FLOOR CONSTRUCTION PLAN M2 ROOF/MEZZANINE CONSTRUCTION PLAN M3 DETAILS M4 DETAILS M5 SCHEDULES M6 SCHEDULES PO LEGEND, ABBREVIATIONS AND NOTES Pi GROUND FLOOR DOMESTIC WATER CONSTRUCTION PLAN P2 UNDER SLAB SANITARY CONSTRUCTION PLAN P3 GROUND FLOOR SANITARY CONSTRUCTION PLAN P4 GROUND FLOOR/MEZZ. NATURAL GAS CONSTRUCTION PLAN DIVISION 1 -Page 6 of 23 DIVISION I - GENERAL-RX'OIJIREMENTS P5 SCHEDULES AND DETAILS P6 DETAILS EO ELECTRICAL COVER SHEET E1 FIRST FLOOR PLAN - POWER E2 FIRST FLOOR PLAN—LIGHTING E3 MEZZANINE PLAN—LTG &PWR E4 ELECTRICAL RISER AND DETAILS E5 ELECTRICAL SCHEDULES E6 ELECTRICAL SCHEDULES CLEAN-ITP The Contractor shall at all times keep the construction area, including storage areas'used by him, free from accumulation of waste material and rubbish and prior to completion of the work, remove any rubbish from and about the premises. Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the Engineer. GUARANTEES A. Before issuance of the final certificate, the Contractor shall deliver to the Owner the following guarantees in addition to those specifically required in the General Conditions and in the various technical sections. B. The Contractor hereby guarantees that all materials and workmanship installed under his respective contract to be new and of good quality in every respect and to remain so for a period of one (1) year or for longer periods where so provided for in the Specifications, from the date of issuance of the Final Certificate by the Engineer. C. Should any defects develop in the aforesaid work within the stipulated periods due to faults in materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective parts. Such repairs and corrective work, including the cost of making good all other work damaged by or otherwise affected by making of the repairs or corrective work shall be done without any cost or expense to the owner, and at the entire cost and expense of the Contractor,within five(5) days after notice to the Contractor. The owner may have the work done and charge the cost thereof to the Contractor and/or his Sureties who agree to pay the owner the cost of such work if the Contractor fails to respond as required. PAYMENTS Payment(s) made under this Contract will be made on the basis of actual work completed in accordance with the Contract Documents. Payments will be computed from the unit and lump sum bid. Payment will only be made for the items shown in the Proposal Form. ENI) OF SECTION 01010- GENERAL DIVISION 1 -Page 7 of 23 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01025—MEASUREMENT AND PAYMENTS DESCRIPTION The Contractor shall furnish all labor,materials,tools, equipment, appurtenances and all services necessary to perform all Work as required by the plans and specifications or as required by the Engineer, at the lump sum or unit prices for the items listed herein. ENGINEER'S ESTIMATE OF QUANTITIES The ENGINEER'S estimated quantities for unit price pay items are approximate only and are included solely for the purpose of comparison of Bids. The OWNER does not expressly or by implication agrees that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond with the estimated quantities. PAYMENT ITEMS (BY CONTRACT ITEM FROM THE PROPOSAL FORMS) CONTRACT A—GENERAL CONSTRUCTION Al —GENERAL CONDITIONS & SITE MOBILIZATION 1. Method of Measurement: The Contractor shall receive the lump sum payment which shall include, but not be limited to temporary utilities, on-going supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, any construction staging, re-mobilization if required, and meet all of the general requirements set forth under Division 1. This also includes, but is not limited to; project closeout activities, complying with all conditions set forth in the Conditions of Contract and General Conditions of the Contract, and demobilize from the construction site upon successful completion of the project. The Contractor shall furnish one (1) lump sum cost as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payments shall be made in accordance with the following schedule: a. 25% first partial payment b. 75%based upon percentage of completion of work 3. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. DIVISION 1 -Page 8 of 23 i DIVISION I - GENERAL REQUIREMENTS A2—SIVE PREPARATION & REMOVALS 1. Method of Measurement: The Contractor shall receive the lump sum payment which shall include labor, materials, equipment, and incidentals necessary to prepare the site including removal and disposal of existing pavements and all erosion and sediment control measures. The Contractor shall furnish one (1) lump sum cost as specified, shown on the Contract Drawings and as approved by the Owner. 2. Method of Payment: Payment for this item shall be lump sum. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. All costs of site preparation, pavement removal and disposal, erosion and sediment control measures, labor, materials and other incidentals necessary to satisfactorily complete the work in accordance with the plan, specifications, and/or as directed by the Engineer shall be included in the price bid for this Item. 3. Intent: The Contractor shall install, maintain and remove (after final acceptance) all sediment and erosion control,methods and remove existing pavements and prepare the site needed for construction and as required and shown in the Contract Documents. A3—UNCLASSIFIED EXCAVATION& GRADING 1. Method of Measurement: The Contractor shall receive the lump sum price for the Unclassified Excavation & Grading of the proposed work areas completed as shown on the Contract Drawings. 2. Method of Payment: Payment for this item shall be lump sum. Compensation under this work item shall be made separately and based upon the-completion of the work by percentage. All costs of excavating, stockpiling, rehandling of piles, grading and compacting the subgrade (including field testing), labor, materials and other incidentals necessary to satisfactorily complete the work in accordance with the plan, specifications, and/or as directed by the Owner shall be included in the lump sum price bid for this Item. 3. Intent: The contractor shall excavate and grade the site as required by the work shown in the Contract Documents. A4—BUILDING CONSTRUCTION 1. Method of Measurement: The Contractor shall receive the lump sum price for the proposed complete building construction (pole barn) installed as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be per lump sum installed in accordance with the approved schedule of values. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. DIVISION 1 -Page 9 of 23 DIVISION 1 - GENERAL REQUIREMENTS All costs associated with engineering, layout, construction of the reinforced concrete foundation and complete building, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Excavation is paid under a separate item. 3. Intent: The Contractor shall provide and install the complete building as shown on the Construction Drawings and in the Contract Documents. A5— 8" THICK REINFORCED EXTERIOR CONCRETE SLAB 1. Method of Measurement: The Contractor shall receive the square foot unit price for the 8" Thick Reinforced Exterior Concrete Slab installed as shown on the Contract Drawings,measured in place and as approved by the Owner. 2. Method of Payment: Payment for this item shall be per square foot installed. All costs associated with stakeout, site preparation, formwork, concrete, reinforcement, testing of concrete cylinders (compressive strength two ; 7 and two - 28 day breaks), grading, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the unit price bid for this Item. 3. Intent: The Contractor shall provide and install the 8" Thick Reinforced Exterior Concrete Slab as shown on the Construction Drawings and as described by these Technical Specifications. A6 —4"THICK CONCRETE SIDEWALK 1. Method of Measurement: The Contractor shall receive the square foot unit price for the 4"Thick Concrete Sidewalk installed as shown on the Contract Drawings,measured in place and as approved by the Owner. 2. Method of Payment: Payment for this item shall be per square foot installed. All costs associated with stakeout, site preparation, formwork, concrete, reinforcement, testing of concrete cylinders (compressive strength two - 7 and two - 28 day breaks), grading, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the unit price bid for this Item. 3. Intent: The Contractor shall provide and install the 4" Thick Concrete Sidewalk as shown on the Construction Drawings and as described by these Technical Specifications. A7—CONCRETE CURB 1. Method of Measurement: The Contractor shall receive the linear foot unit price for the Concrete Curb installed as shown on the Contract Drawings, measured in place and as DIVISION 1 -Page 10 of 23 DIVISION 1 -GENERAL REQUIREMENT'S approved by the Owner. 2. Method of Payment: Payment for this item shall be per square foot installed. All costs associated with stakeout, site preparation, formwork, concrete, reinforcement, testing of concrete cylinders (compressive strength two - 7 and two - 28 day breaks), grading, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the unit price bid for this Item. 3. Intent: The Contractor shall provide and install the Concrete Curb as shown on the Construction Drawings and as described by these Technical Specifications. A8—SEPTIC SYS'T'EM 1. Method of Measurement: The Contractor shall receive the lump sum price for the installation and SCDHS approval of the Septic System as specified and shown on the Contract Drawings. 2. Method of Payment: Payment for this item shall be lump sum. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. All costs associated with stakeout, excavation, backfilling, castings, covers, septic tank, leaching rings, piping, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the unit price bid for this Item. .k� 3. Intent: The Contractor shall provide and install the Septic System as shown on the Construction Drawings and as described by these Technical Specifications. The Contractor shall coordinate all SCDHS inspections and submit final as-built drawings and certifications required by the County and receive final approval from the SCDHS. A9—DRAINAGE SYSTEM 1. Method of Measurement: The Contractor shall receive the vertical foot price for the installation of the drainage system as specified and shown on the Contract Drawings. 2. Method of Payment: Payment for this item shall be per vertical foot installed. All costs associated with stakeout, excavation, backfilling, castings, covers, drainage structures, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the unit price bid for this Item. 3. Intent: The Contractor shall provide and install the Drainage System as shown on the Construction Drawings and as described by these Technical Specifications. DIVISION 1 -Page 11 of 23 DIVISION 1 - GENERAL REQUIREMENTS A10—8" ADS DRAINAGE PIPE 1. Method of Measurement: The Contractor shall receive the linear foot price for the complete installation of the 8" ADS Drainage Pipe as shown on the Contract Drawings and defined in these Technical Specifications. 2. Method of Payment: Payment for this item shall be per linear foot price for the complete installation of the 8" ADS Drainage Pipe. The linear foot cost for this item shall include all labor, pipe, trenching, backfilling, materials, equipment and incidentals associated with the installation of the 8" ADS Drainage Pipe as specified in the Contract drawings and Specifications, and/or as directed by the Owner. 3. Intent: The Contractor shall provide and install the 8" ADS Drainage Pipe as shown on the Construction Drawings and described in these Technical Specifications. GENERAL, CONSTRUCTION AL'TERNA'TES Alt 1 —RESINOUS FLOORING 2. Method of Measurement: The Contractor shall receive the lump sum price for the complete installation of the resinous flooring as defined in these Technical Specifications. 2. Method of Payment: Payment for this item shall be lump sum for the complete installation of the Resinous Flooring. The cost for this item shall include all labor, materials, equipment and incidentals associated with the installation of the Resinous Flooring as specified in the Contract drawings and Specifications, and/or as directed by the Owner. 3. Intent: The Contractor shall provide and install the Resinous Flooring over the entire concrete floor system as described in these Technical Specifications. DIVISION 1 -Page 12 of 23 DIVISION 1 -GENERAL REQUIREMENTS J CONTRACT B—MVAC B1—GENERAL C0111l[DITIONS & SITE MOBILIZATION 1. Method of Measurement: The Contractor shall receive the lump sum payment which shall include, but not be limited to, temporary utilities, on-going supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, any construction staging, re-mobilization if required, and meet all of the general requirements set forth under Division 1. This also includes, but is not limited to; project closeout activities, complying with all conditions set forth in the Conditions of Contract and General Conditions of the Contract, and demobilize from the construction site upon successful completion of the project. The Contractor shall furnish one (1) lump sum cost as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payments shall be made in accordance with the following schedule: a. 25% first partial payment b. 75%based upon percentage of completion of work 3. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. E2—BUILDING HEAPING, COOLING AND VENTILATION SYSTEMS 1. Method of Measurement: The Contractor shall receive the lump sum price for the proposed building heating, cooling and ventilation systems, including but not limited to vent, oil supply (tank and piping), compressed air (compressor and piping), etc., installed, tested, commissioned and accepted as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be per lump sum installed in accordance with the approved schedule of values. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and-described in this specification. 3. Intent: The Contractor shall provide and install the complete tested, commissioned and accepted HVAC/Mechanical systems within the building. DIVISION 1 -Page 13 of 23 DIVISION 1 - GENERAL 12EOIJIREMENTS CONTRACT C—PLUMBING C1 —GENERAL CONDITIONS & SITE MOBILIZATION` 1. Method of Measurement: The Contractor shall receive the lump sum payment which shall include, but not be limited to, temporary utilities, on-going supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, any construction staging, re-mobilization if required, and meet all of the general requirements set forth under Division 1. This also includes, but is not limited to; project closeout activities, complying with all conditions set forth in the Conditions of Contract and General Conditions of the Contract, and demobilize from the construction site upon successful completion of the project. The Contractor shall furnish one (1) lump sum cost as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payments shall be made in accordance with the following schedule: a. 25% first partial payment b. 75%based upon percentage of completion of work 3. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. C2—GAS SERVICE 1. Method of Measurement: The Contractor shall receive the lump sum price for the proposed underground gas service installed as shown on the Contract Drawings, measured in place and as approved by the Owner. 2. Method of Payment: Payment for this item shall be lump sum. All costs associated with stakeout, layout, site preparation, trenching, piping, valves, fittings, connections, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the lump sum price bid for this Item. 3. Intent: The Contractor shall provide and install the complete tested and accepted gas service as shown on the Construction Drawings and as described in these Technical Specifications. The Contractor shall perform all required coordination with National Grid. C3 —WATER SERVICE 1. Method of Measurement: The Contractor shall receive the lump sum price for the proposed water services installed as shown on the Contract Drawings, measured in place and as approved by the Owner. DIVISION 1 -Page 14 of 23 DIVISION 1 - GENERAL REQUIREMENTS 2. Method of Payment: Payment for this item shall be lump sum. All costs associated with stakeout, layout, site preparation, trenching, piping, tapping main, valves, fittings, connections, labor, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Owner shall be included in the lump sum price bid for this Item. 3. Intent: The Contractor shall provide and install the complete tested and accepted water service as shown on the Construction Drawings and as described in these Technical Specifications. C4—BUILDING PLUMBING SYSTEMS 1. Method of Measurement: The Contractor shall receive the lump sum price for the building plumbing systems (including but not limited to gas piping, compressed air, water and drainage) installed, tested and accepted as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be per lump sum installed in accordance with the approved schedule of values. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. 3. Intent: The Contractor shall provide and install the complete tested and accepted plumbing systems within the building. DIVISION 1 -Page 15 of 23 DIVISION 1- GENERAL,REQUIREMENT'S CONTRACT D—ELECTRICAL DI —GENERAL CONDITIONS & SITE MOBILIZATION 1. Method of Measurement: The Contractor shall receive the lump sum payment which shall include, but not be limited to, temporary utilities, on-going supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, any construction staging, re-mobilization if required, and meet all of the general requirements set forth under Division 1. This also includes,but is not limited to project closeout activities, complying with all conditions set forth in the Conditions of Contract and General Conditions of the Contract, and demobilize from the construction site upon successful completion of the project. The Contractor shall furnish one (1) lump sum cost as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payments shall be made in accordance with the following schedule: a. 25% first partial payment b. 75%based upon percentage of completion of work 3. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. D2—UNDERGROUND ELECTRIC SERVICE 3. Method of Measurement: The Contractor shall receive the lump sum price for the complete installation of the Underground Electric Service as shown on the Contract Drawings and defined in these Technical Specifications. 2. Method of Payment: Payment for this item shall be lump sum for the complete installation of the Underground Electric Service. The cost for this item shall include all labor, conduits, trenching, backfilling, wiring, connection to existing electric panel in a separate location, site restoration, materials, equipment and incidentals associated with the installation of the Underground Electric Service as specified in the Contract drawings and Specifications, and/or as directed by the Owner. 3. Intent: The Contractor shall provide and install complete tested and accepted Underground Electric Service to the building as shown on the Construction Drawings and described in these Technical Specifications. This includes any inspections and Underwriters Certificates. DIVISION 1 -Page 16 of 23 DIVISION 1 - GENERAL REQUIREMENTS D3—FIBER OPTIC LINE 1. Method of Measurement: The Contractor shall receive the lump sum price for the fiber optic line installed in conduit, terminated, tested and accepted as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be ym ym per lump sum installed in accordance with the approved schedule of values. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. 3. Intent: The Contractor shall provide and install the complete tested and accepted fiber optic connection between the existing building and new building. This includes required testing and termination. The Ethernet switches and connections at both terminations are by others. D4—BUILDING ELECTRICAL & COMMUNICATION SYSTEMS 1. Method of Measurement: The Contractor shall receive the lump sum price for the building electrical and communication (Cat 6 cable, Ethernet j acks and double Ethernet outlets) systems installed, tested, labeled and accepted as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be per lump sum installed in accordance with the approved schedule of values. Compensation under this work item shall be made separately and based upon the completion of the work by percentage. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. 3. Intent: The Contractor shall provide and install the complete tested, labeled and accepted electrical and communication systems within the building. This includes the data systems. D5—BUILDING FIRE ALARM SYSTEMS 1. - Method of Measurement: The Contractor shall receive the lump sum price for the building fire alarm systems installed, tested and accepted as shown on the Contract Drawings and as approved by the Engineer. 2. Method of Payment: Payment for this item shall be per lump sum installed in accordance with the approved schedule of values. Compensation under this work item DIVISION 1 -Page 17 of 23 DIVISION 1 -GENERAL REQUIREMENTS shall be made separately and based upon the completion of the work by percentage. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. 3. Intent: The Contractor shall provide and install the complete tested and accepted fire alarm systems within the building. END OF SECTION 01025—MEASUREMENT AND PAYMENTS DIVISION 1 -Page 18 of 23 DIVISION 1 - GENERAL REQUIREMENTS L SECTION 01500—CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SCOPE Work shall include but not be limited to the following: A. Temporary Utilities—Electricity, lighting, heat, ventilation, telephone service (including fax machine),water and sanitary facilities. B. Temporary Controls — Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities — Access roads, parking, progress cleaning, project signage, and temporary buildings. TEMPORARY ELECTRICITY By Electrical Contractor) The Electrical Contractor shall be responsible for providing and paying for the temporary electric power for construction to an established point proximate to the construction area. The temporary service shall be installed within 30 days of the award of the contract. The Electrical Contractor shall be responsible for providing temporary electric power to all trades, for the duration of the project. TEMPORARY WATER SERVICE (By General Contractor) A. The General Contractor shall provide temporary water service for construction purposes, sanitary facilities, fire protection and for cleaning. B. Potable water shall be furnished for construction personnel by portable containers. C. Water service shall be protected from freezing, and the service shall be extended and relocated as necessary to meet temporary water requirements. D. The Contractor shall install a meter and pay for all expenses associated with temporary water service during the course of the work, including furnishing all necessary permits and fees required for temporary water service. E. Comply with all applicable codes and arrange for all necessary inspections and approvals. F. Upon completion of all work, the Contractor shall disconnect and remove all temporary connections and fixtures. TEMPORARY SANITARY FACILITIES By General Contractor) A. The General Contractor shall provide at the site suitable enclosed toilet facilities for the DIVISION 1 -Page 19 of 23 DIVISION I -GENERAL REQUIRE'MENTS use of construction personnel. The Contractor shall observe and enforce all sanitary regulations and maintain satisfactory sanitary conditions around and on all parts of the work. B. Adequate washing facility shall be provided for the construction personnel. C. The Contractor shall maintain, service, clean, and disinfect facilities in a satisfactory manner and enforce proper use of the sanitary facilities. D. The Contractor shall be subject to a fine and prosecution if any human excrement is deposited in or around the construction site. E. The Contractor shall pay for all expenses associated with temporary sanitary facilities during the course of the work, including furnishing all necessary permits and fees required for temporary sanitary facilities. F. Comply with all applicable codes and arrange for all necessary inspections and approvals. FIRST-AID FACILITIES AND ACCIDENTS A. The Contractor shall provide, at the site, such equipment and facilities as are necessary to supply first-aid to any of his personnel who may be injured in connection with the work. B. Accident 1. The Contractor shall promptly report in writing to the Engineer all accidents and whatsoever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witness. 2. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. 3. If any claim is made by anyone against the Contractor or a Subcontractor on account of any accidents, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect DIVISION 1 -Page 20 of 23 DWISICON 1 -GENERAL REQUIREMENTS site from soil erosion. C. Provide temporary control of surface water, stormwater runoff and discharge from pumping in accordance with Contractor's approved soil erosion and sediment control plan. SECURITY A. Provide security and facilities to protect work, and existing facilities, and Owner's operations from unauthorized entry,vandalism or theft. B. Coordinate with Owner. C. Furnish security during the course of the work. ACCESS ROAD A. Maintain roads accessing construction area as shown on the Construction Drawings. B. Extend and relocate as work progress requires. Provide detours necessary for unimpeded traffic flow. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering public and private streets. Clean all mud and debris from construction traffic at no additional expense to the Owner. Comply with all State and Local regulations. E. Designated existing on-site roads may be used for construction traffic, as directed by the Owner and Engineer. Damage to existing site roads as a result of this Contract will be the responsibility of the Contractor. PARKING A. The Contractor's personnel shall not park on the main road or adjacent private side streets. B. When space is not adequate,provide additional off-site parking. C. Do not allow vehicle parking on existing pavement. PROGRESS CLEANING A. Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. DIVISION 1 -Page 21 of 23 DIVISION I - GENERAL REQUIREMENTS B. Remove waste materials, debris and rubbish from site and dispose weekly in areas as designated by the Owner. REMOVAL OF UTILITIES, FACILITIES AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Final Applications for Payment Inspections. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified conditions. END OF SECTION 01500—CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS DIVISION 1 -Page 22 of 23 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01501—HEALTH AND SAFETY PROVISIONS REOUIREMENTS A. The Contractor shall be responsible to maintain a safe workplace and to monitor working conditions at all times during construction and, as necessary, to provide appropriate protective clothing, equipment and facilities for his personnel, and/or to establish work place procedures to ensure their safety, and to enforce the use of these procedures, equipment and/or facilities in accordance wit the following guidelines: 1. Safety and Health Regulations Promulgated by the U.S. Department of Labor OSHA, 29 CFR 1910 — Occupational Safety and Health Standards, and 29 CFR 1920—Safety and Health Regulations for Construction. 2. U.S. Environmental Protection Agency Medical Monitoring Program Guidelines. B. If, at any time, the Owner or the Engineer is apprised of a safety hazard which demands immediate attention because of its high potential for harm to public travel, persons on or about the work, or public or private property, the owner of the Engineer shall have the right to order such safeguards to be erected and such precautions to be taken as necessary and the Contractor shall comply with such orders. If, under such circumstances, the Contractor does not or cannot or his representative is not upon the site so that he can be notified immediately of the insufficiency of safety precautions, the Owner may put the work into such a condition that it shall be, in his opinion, in all respects safety, and the Contractor shall pay all expenses of such labor and materials as may have been used for this purpose by him or by the Owner. The fact that the Owner or the Engineer does not observe a safety hazard or does not order the Contractor to take remedial measures shall in no way relieve the Contractor of the entire responsibility for any costs or claims for loss, damage, or injury by or against any part sustained on account of the insufficiency of the safety precautions taken by him or by the Owner acting under authority of this Section. C. It is the responsibility of the Contractor to take appropriate safety precautions to meet whatever conditions of hazard may be present during the performance of the work, whether reasonably foreseeable or not. The Contractor is,alerted to the fact that it shall be his sole responsibility to,anticipate and provide such additional safety precautions, facilities,personnel and equipment as shall be necessary to protect life and property from whatsoever conditions of hazard are present or may be present. END OF SECTION 01501—HEALTH AND SAFETY PROVISIONS DIVISION 1 -Page 23 of 23 DIVISION 2- SITE WORK GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under the Division. TABLE OF CONTENTS-10MSION NO. 2- SITE WORD t Included in this Division are the following sections: 02200 Site Preparation 02320 Unclassified Excavation&Grading, 02512 PVC Water Pipe and Fittings 02513 Copper Tubing and Fittings (Underground) 02525 Water Piping Completion 02540 Septic Systems 02623 Poly-Vinyl Chloride(PVC) Pipe 02630 Storm Drainage 02772 Concrete Curb 02775 Concrete Walks DIVISION 2—Page 1 of 20 DIVISION 2 v SITE WORK SECTION 02200 e SITE PREPARATION WORK INCLUDED The Contractor shall furnish labor, materials, equipment and appurtenances necessary or required to perform and complete all work including,but not limited to the following: A. Location and Stakeout B. Clearing, removing and the legal disposal of all debris and miscellaneous structures not covered under other sections of these Specifications. C. The Contractor shall do all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. QUALITY ASSURANCE A. Location and stakeout work shall be performed by a Professional Engineer or Land Surveyor duly licensed in the State of New York. B. The Contractor shall, at their own expense, secure and pay for all permits, inspections, fees and give all legal notices that may be required in connection with the work, including the notification of owners of existing subsurface gas and other utility lines. INSPECTION A. The Contractor shall visit and thoroughly familiarize themselves with the site and with the scope of work to be done. B. When the Contractor submits their proposal, it shall be interpreted to mean that he has examined the site, fully understands the existing and proposed conditions and has made due allowances for them in their proposal. PREPARATION A. Notification of utility companies shall be in accordance with Industrial Code Rule#53 of Title 12, of the Official Compilation of Codes, Rules and Regulations of the State of New York. B. Notify all utility companies, prior to start of work and ascertain location of all existing utilities. C. Exercise extreme caution in the area of existing utilities so as not to cause damage or DIVISION 2—Page 2 of 20 DIVISION 2-SITE WORK breakage. D. The Contractor shall verify all elevations and satisfy themselves as to their correctness by visiting the site of the proposed work and examining the actual condition prior to the beginning of the work. PERFORMANCE A. The Contractor shall exercise diligent care to protect existing trees, shrubs and,under- growth not to be removed and shall replace at his own expense any such existing plants, trees, shrubs or other plant material removed, destroyed, disfigured or damaged because of his negligence with similar planting approved by the Engineer. B. All wood and brush shall be legally disposed of by the Contractor at their own expense. ADJUST AND CLEAN The Contractor shall clean up and remove from the site all rubbish and surplus material as fast as it accumulates and shall not permit it to be scattered about the project site. END OF SECTION 02200 - SITE PREPARATION DIVISION 2—Page 3 of 20 DIVISION 2 - SITE WORK. SECTION 02320-UNCLASSIFIED EXCAVATION AND GRADING CLASSIFICATION Classification of excavation: Excavation shall be unclassified, and the term "unclassified excavation" shall be understood to mean any and all materials encountered during excavation work including structures; pavement, trees and stumps, foundations, retaining walls, earth, piping, demolition, drainage systems, etc. GENERAL SITE EXCAVATION A. The Contractor shall cut to exact elevations, grade and transport excavated materials to fill areas of the site if the material conforms to the specifications and/or as approved by the engineer. Material, which is unacceptable to the Engineer, shall be disposed of at the Contractor's expense. B. Unstable soil shall be removed and replaced with sand or gravel and shall be thoroughly compacted. C. Adequate provision shall be made to intercept or divert all surface water from the areas of construction operations and designated wetlands. D. The Contractor shall establish a construction grid for the areas of proposed excavation a grading to establish all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a Licensed band Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. EXCAVATION FOR STRUCTURES: A. Depth: As indicated B. Clearance: Sufficient for formwork or other work to be performed. C. Embankments and Berms: Excavate to angle of recline or provide sheeting, shoring and bracing required for containing earth bank. D. Excess Depth: Carry footing and foundation walls to undisturbed soil. E. Loose Material and Debris: Keep out of excavation so footings will rest on solid,undisturbed soil. F. Protect against frost until concrete is poured. G. Soil Bearing Capacity: Do not proceed with pouring footings until nature of soil under footings has been inspected and approved by the Engineer. DIVISION 2—Page 4 of 20 DIVISION 2 a SITE WORK EXCAVATION FOR PIPES AND CONDUIT Trench excavation to depths and widths as indicated on the contract drawings and or as directed by the engineer. END OF SECTION 02320 v UNCLASSIFIED EXCAVATION AND GRADING DIVISION 2—Page 5 of 20 D1ISION 2 - SITE WORK SECTION 02512-PVC WATER PIPE AND FITTINGS DESCRIPTION Furnish and installation of all specified plastic water pipe and fittings required for approved installation of the potable and fire line distribution systems as indicated on the Contract Drawings SUBMITTALS Product Data: Manufacturer's specifications with detailed information regarding dimensions, pressure rating, fittings and installation instructions. Manufacturer's data must indicate compliance with the standards specified herein. NUTERIALS A. PVC Main—The PVC water piping shall be Blue BruteTM AWWA C900 PVC pressure pipe as manufactured by IFEX, Inc., www.ipexinc.com or approved equal. All PVC pipe shall bear the approval seal of the National Sanitation Foundation (NSF) that will remain legible during normal handling, storage, and installation. PIPE COLOR SHALL BE BLUE FOR POTABLE WATER MAINS. B. PVC Molded Fittings — The molded water main fittings shall be Blue BruteTM AWWA C907 injection molded fittings as manufactured by IFEX, Inc., www.ipexinc.com or approved equal. All PVC pipe fittings shall bear the approval seal of the National Sanitation Foundation (NSF) for potable water pipe. C. VALVES- All valves shall be the manufacturer's standard design for the service intended and shall bear the maker's name and pressure rating cast on the body, also the valve type, size, flow direction arrow, if applicable. Valves shall open left (counter clockwise) with an arrow cast in the metal of operating hand wheels or nuts indicating the direction of opening. D. Gate Valves- Underground gate valves shall be of the resilient seat type meeting the requirements of AWWA C500/C509. These valves shall have non-rising stems, shall be furnished with 2-inch square AWWA operating nuts, and shall open when the nut is turned counterclockwise. Valves shall have mechanical joint ends and shall be furnished complete with joint accessories. Exposed or aboveground gate valves shall be outside screw and yoke (OS&Y) flanged joint type. Valves shall be Ken-Seal as manufactured by Kennedy; Metroseal by U.S. Pipe; or approved equal. See Exhibit W-7. E. Tapper Valves- Tapping valves shall be mechanical joint outlet, non-rising, stem, resilient seat gate valves meeting the applicable requirements of AWWA C509. Tapping valves shall be specifically designed for pressure tapping with sufficient seat opening to allow full diameter taps to be made. Tapping valves shall be manufactured with an integral tapping flange having a raised lip design. DIVISION 2—Page 6 of 20 i DIVISION 2-SITE WORK F. Tapping Sleeves- Tapping sleeves for size-on-size connections shall be mechanical joint split cast iron units and rated for 150 psi working pressure in accordance with AWWA C110. For less than size-on-size connections, tapping sleeves shall be fabricated steel units with a fusion-bonded epoxy coating and shall be pressure rated as above. The contractor shall determine the outside diameter of the existing main before ordering the sleeve. Tapping sleeves shall have an outlet flange per ANSI B16.1, 125 lb. standard. G. Service Saddles- Service saddles shall have a ductile iron body, be equipped with double tie straps, and be suitable for either wet or dry installation. The sealing gasket shall be the O-ring type suitable for the applicable service. Outlet flange shall be ANSI B16.1, 125 lbs. standard. Tie straps and bolts shall be a corrosion resistant alloy steel. Service saddles shall be Type 313 or 323 as manufactured by Rockwell, or approved equal. H. Valve Box- Valve boxes for all valves installed below ground shall be cast iron. They shall be adjustable to fit the depth of earth cover over the valve and shall be designed so as to prevent the transmission of surface loads directly to the valve or piping. Valve boxes shall have a minimum interior diameter of 5 inches. Valve box extension shall be installed to reserve a minimum of 50% of the adjustment for a future extension. The operating nut should not exceed 36 inches below finished grade. However, if conditions require that the operating nut exceeds 36 inches, then an extension, mechanically attached to the valve, shall be added, and the top of the extension shall not exceed 18 inches below finished grade. The cover of the valve box shall be marked "Water" and shall be securely installed as to prevent tipping or rattling. INSTALLATION A. Install pipe as indicated on the Drawings. B. Pipe in Trenches: 1. Keep trenches free from water. 2. Grade and shape trench bottom to insure a firm uniform bearing for the entire trench length. Provide a minimum cover of 4'-6" to finished grade unless otherwise shown on the drawings. 3. Cut pipe as recommended by the manufacturer. 4. Lay pipe on a continuously rising grade from low points to high points at service lines, air release valves or hydrants. 5. At each joint, dig a bell hole sufficiently wide and deep to allow the pipe barrel to bear uniformly on the trench bottom. 6. Construct concrete thrust blocks behind bends, tees, caps and plugs. Minimum block size shall be 2 cubic feet in volume and cast concrete against undisturbed n earth. C. Contractor shall install a wire with the piping prior to final backfill. The wire shall maintain continuity between all portions of the water distribution system for future tone out and locating. DIVISION 2—Page 7 of 20 DIVISION 2 - SITE WORK PROTECTING PIPE A. During the progress of the Work keep pipe clean from all sediment, debris, and other foreign material. B. Close all open ends of pipes and fittings securely with removable plugs at end of Work day, during storms, when the Work is left at any time, and at such times as the Director's Representative may direct. C. All water piping shall have a suitable electronic locator tape (metallic) buried over the water main approximately one foot below grade. The tape shall be continuous between valves and secured to each valve. The tape shall be at least 4.5 mils thick, 2-inch minimum width and made with an aluminum material sandwiched between 2 layers of polyethylene. It shall have imprinted in permanent black ink with I- inch letters "CAUTION WATER MAIN BURIED BELOW" on blue background. END OF SECTION 02512-PVC WATER PIPE AND FITTINGS DIVISION 2—Page 8 of 20 i DIVISION 2- SITE WORK SEC'T'ION 02513 - COPPER TUBING AND FITTINGS (UNDERGROUND) GENERAL Furnish and installation of all specified copper water tubing and fittings required for approved installation of the water distribution system as indicated on the Contract Drawings MATERIAL A. Tubing: ASTM B 88, Type K soft temper unless otherwise noted on the drawings. B. Fittings: Cast Bronze, Flared Type; ANSFASME B16.26. INSTALLATION A. Laying Tubing: 1. Minimum Depth: 4'-6" measured from finish or existing grade, whichever is lower. 2. Install valves and fittings where indicated. Lay tubing on a continuous slope to a high point where air can be released. B. Flaring and Assembling Tubing: 1. Cut tube ends square. 2. Remove all burrs and metal chips. 3. Slip coupling nut on tubing. 4. Flare tubing ends, use impact or mechanical type flaring tools in accordance with manufacturers'recommendations. 5. Assemble tubing fittings and tighten coupling nuts with two wrenches, one on the nut and one on the fitting. C. Protecting Tubing: Securely close all open ends of tubing and fittings with removable plugs. D. Testing: 1. Before the tubing, valves or other appurtenances are covered, test to 150 pounds hydrostatic pressure. Protect tubing from movement during test. 2. Remove all defective tubing, valves, and fittings. Replace,with sound items and make all leaky joints tight. Repeat the test after the repairs are made until no leaks develop when the line is subjected to the required pressure for a period of 30 minutes. 3. All tests shall be made in the presence of the Engineer. END OF SECTION 02513 - COPPER TUBING AND FITTINGS (UNDERGROUND) DIVISION 2—Page 9 of 20 DIVISION 2 -SITE WORK SECTION 02525—WATER PIPING COMPLETION CLEANING ANIS ADJUSTING As directed, the Contractor shall finally and thoroughly clean all fixtures, equipment,piping, and other exposed work. Cleaning work shall be done in stages if so ordered to facilitate the work of others. All traps, wastes and supplies shall be shown to be free and unobstructed. All valves, faucets and automatic control devices shall be carefully adjusted for proper and quiet operation. GUARANTEE The Contractor shall guarantee for a period of one year from date of final acceptance of the work, all materials and equipment furnished and installed and shall replace any work or equipment without charge which may become, as a result of defective work or materials, or which may be damaged during the correction of defective work. TESTS A. The Contractor shall perform and pass all required tests prior to acceptance of the work. These tests shall include but are not limited to the following: 1. Hydrostatic Pressure Test shall be performed on all piping at a minimum pressure of 100 psi. 2. Hydrostatic Pressure Test on all waste water drainage and soil piping when systems are filled to overflowing. Provide temporary test plugs as required. B. The entire plumbing system shall be subject to function under normal design operating conditions and shall be leak free and capable of withstanding actual water pressures prior to final acceptance of the work. Final payment shall not constitute release or remove obligations from the Contractor to provide an acceptable operating system. STERILIZATION All potable water lines shall be sterilized in accordance with the SCDHS and SCWA prior to acceptance. FINAL CLOSEOUT The Contractor shall provide operations and maintenance manuals for all materials, equipment and systems installed and instruct the Owner's designated personnel on their use. ENI) OF SECTION 02525—WATER PIPING COMPLETION DIVISION 2—Page 10 of 20 DIVISION 2 v SITE WORK SECTION 02540-SEPTIC SYSTEMS J WORKINCLUDED A. The Contractor shall be responsible to furnish and install a complete sanitary system including all extension and connection work as specified herein, indicated on the contract drawings and/or directed by the engineer. B. The entire installation shall be performed in accordance with the standards and requirements of the Suffolk County Department of Health Services (S.C.D.H.S.) and all necessary installation approvals shall be obtained by the Contractor prior to final acceptance. SEWAGE DISPOSAL SYSTEMS A. Sewage disposal systems shall be installed as indicated on the contract drawings and shall meet the requirements of the S.C.D.H.S. Sewage disposal systems shall be connected to the waste lines to be installed by the Plumbing Contractor. The waste line shall extend approximately 5'-0" out from the foundation line and be cast iron or PVC pipe. B. Materials for the sewage disposal system not specifically specified under this section shall conform to the material specifications in other sections of the specifications as indicated on the contract drawings. C. Pre-cast concrete items shall be as manufactured by Carlson Precast Inc., Picone Brothers, Long Island Precast, or approved equal, and shall be designed to•meet the standard specifications of the S.C.D.H.S. D. Septic tank shall be as indicated on the contract drawings, complete with precast concrete pad, pre-cast concrete sections, wall, cast iron manholes, frames and covers set flush with finished grade. E. Each sanitary leaching pool shall be installed as indicated on the contract drawings. F. Suitable backfill material shall conform to the specifications of the SCDHS. PIPING AND FITTINGS All piping and connections shall be Schedule 80 PVC. INSTALLATION AND TESTING A. The sewage disposal system shall be installed by a licensed sewage disposal system installer. B. During the progress of the work and prior to completion, the installation shall be inspected by the proper authorities, tested and left in perfect condition,neat and orderly. DIVISION 2—Page 11 of 20 DIVISION 2 - SITE WORK C. Before backfilling, the Contractor shall obtain the required approvals from the S.C.D.H.S. and notify the Engineer upon receipt of the approval. D. The Contractor shall be required to excavate to acceptable leaching soils as determined by the S.C.D.H.S. In the event that a sufficient quantity of suitable leaching material is not available from the excavation operation, the Engineer will direct the Contractor to import Clean Granular Fill. E. The Contractor shall provide the Certification from the licensed sewage disposal system installer. F. The Contractor shall provide an as-built plan with offset dimensions which correspond with the SCDHS Inspector's field measurements. END OF SECTION 02540 - SEPTIC SYSTEMS DIVISION 2—Page 12 of 20 DIVISION 2- SITE WORK SECTION 02623-POLE'-VINYL CHLORIDE (PVC)PIPE DESCRIPTION Under this item the Contractor shall furnish and install Schedule 80 PVC pipe in conformance with the plans, these specifications and orders of the Engineer. MATERIA PVC pipe and fittings shall be polyvinyl chloride (PVC) manufactured from a PVC compound meeting the requirements of Type 1, Grade 1 PVC in accordance with ASTM D1784, D1785, and D2241. The PVC pipe shall be gray, or white in color and shall be equal to Schedule 80 in wall thickness,unless otherwise indicated on the Drawings. A. Pipe: The pipe shall be bell end or plain end. Pipe shall be in accordance with ASTM D1785. B. Fittings: Pipe fittings shall be in accordance with ASTM D2466. C. Solvent Cement: PVC solvent cement shall be in accordance with ASTM D2564. Pipe shall be clearly marked with type, class and thickness as applicable. Lettering shall be legible and permanent under normal conditions of handling and storage. All pipe and duct placed shall be in good condition with no splits, cracks or other physical irregularities. Pipe and duct size shall be as indicated on the Drawings. ROUTING The routing of conduit as shown on the plans is schematic but no major change in alignment will be alloyed unless approved by the Engineer. In all cases where obstructions are met, the judgment of the Engineer shall govern the passage of such obstacles. INSTALLATION Plastic pipe shall be shaded from sunlight as required to prevent curvature and deterioration due to thermal expansion and exposure to sunlight. Pipe shall be placed in the center of the bottom of the trench with the entire length of the pipe bearing on the trench bottom. The trench bottom shall be regraded if the pipe does not have full bearing. Depressions for joints shall be dug after the trench bottom has been graded, and shall be only of the length, depth and width required for marking the particular type joint. After final placement, pipe shall rest on the bottom of the trench in a straight line under slight tension. A check shall be made that proper depth is obtained and the pipe is in a straight line and under tension during backfilling. DIVISION 2—Page 13 of 20 DIVISION 2 -SITE WORK In cases where the pipe or ducts pass above or below an underground obstruction, such as a utility line, a minimum clearance of 6-inches shall be maintained between the concrete and the utility. A minimum of 12-inches of clearance shall be maintained between the concrete encasement and a paralleling utility. No utility shall be contained within the concrete encasement. Pipe jointing shall be completed as the pipe is installed. All joints shall be made secure and capable of allowing compressed air to be used for installing a pull line. Field pipe bends shall have a maximum bend of 22 degrees unless otherwise accepted by the Engineer. Where a bend is less than the allowable field bend is indicated on the drawings, factory bends shall be used unless otherwise accepted by the Engineer. Where directional changes are required, the pipe shall be bent in smooth, uniform bends. The Contractor shall provide equipment to bend pipe when the radius of bends is less than the radius of allowable material design stress. Bends shall be made with approved pipe bending tools and pipe manufacturer's approved methods of procedure. END OF SECTION 02623 -POLY-VINYL CHLORIDE (PVC) PIPE DIVISION 2—Page 14 of 20 DIVISION 2- SITE WORK SECTION 02630-STORM DRAINAGE WORK INCLUDED The work shall include furnishing all labor, material, equipment, and incidentals necessary to install pre-cast concrete drainage structures, pipes, slabs, frames and grates, frames and covers, suitable granular porous leaching material (soil), and all other necessary operations to construct fully functioning stormwater drainage system in accordance with the plans, specifications and/or as directed by the Engineer. SHOP DRAWINGS Submit complete and accurate shop drawings, catalog cuts, details for the Engineer's approval. No installation shall be made prior to approval of the Engineer. MATERIALS A. Legehine Cateh Basins LeaeMng eatch basins sha4l eensist of leaehing rings, footing 9 na n ty ff;. bearing top eeta g 1 opening t 1 T 1 �g 1CLi 011-CiiV 111U11�T1GZli-C[ basin,eateh footing ring and truffie beafing slab shall be as manu-faetufed by Long island Pr-eeast 7 ) 7 •, , , tal , LL Y V LVll,NY or an n . B. LeachingPools - Leaching pools shall consist of leaching rings, footing ring, and a traffic bearing top slab with circular opening as indicated on the plan. The diameter and depth of the leaching pools shall be as indicated on the plans. The leaching rings, footing ring and traffic bearing slab shall be as manufactured by Long Island Precast, Brookhaven, NY; Suffolk Precast Inc., Calverton, NY; Coastal Pipeline Corp, Calverton, NY or an approved equal. G. Inlet Stnaetffe Curb inlet struetffes--shall eensist of pr-eeast eenerete floof and wall The eur-b inlet stfuetffe and tr-affie bear-ifig slab shall be as maffu&etffed by Long island > , equal. The ft-ame and grate shall 1, 1, ,1 uty t"e fmne and heavy duty bieye4e friendly grate as manu&ettffed by Gainpbell-Feundr-y installation ti ,1 1, 11 f + Q f'F 11 r + + .1 .1 - ----------------�_»..-_...__ �-v...vaaaa vV r.�ull Vlit vVUll L,' JLCL1 iCiCL1C[7: fkne and heavy duty bteyc4e by Campbell Foundi-f Company or- an approved equal. Frames shall feeeive two (2) eeats of asphalfie paint prior- to ins+ 11 t ,1 1, 11 f + Suffolk r + + ,1 ,1 -------------------�..__`..__ ..v_uVaaaa �v �VLL11 L�'-JliT1IIIATCCT DIVISION 2—Page 15 of 20 DIVISION 2-SITE WORK F. Frames and Covers (circular solid cover) — The frame and solid cover shall be heavy-duty type frame and cover as manufactured by Campbell Foundry Company or an approved equal. Frames shall receive two (2) coats of asphaltic paint prior to installation. G. Frames and Grates (eife-ular-gFate) The frame and grate shall be hea-vy duty type frame a grate as manufaetufed by Campbell Fetmdr-y Company or- m appr-oved eq��. Frames shall feeeive two (2) eoats of asphaltic paint prior-to installation. H. Corrugated Polyethylene Pipe (smooth interior) — The corrugated polyethylene pipe (smooth interior) shall be in accordance with Section 026424. H. Roof Drain Connections —Roof leaders shall be connected to subsurface drainage system with cast iron pipe with a cast iron cleanout "T" branch with Brass or Bronze threaded plug. Supply and install transition piece. 1. Area Dr-ains 12" square eateh basin with univffsal outlet and kenze grates by NDS Of appr-eve.7 equ,1 INSTALLATION A. The Contractor shall excavate for the installation of the structures and pipes at the locations and to the limits as shown on the contract drawings. B. The outside area of the drainage structures shall be backfilled with clean granular porous material as specified. C. Pipes are to be installed to the lines and grades as indicated on the plans. D. Pipes may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. E. Frames and grates/covers shall be installed to the grades as indicated on the plans. A. Frames and grates/covers shall be well mortared in place. PROTECTION AND CLEANE%iG The Contractor shall protect newly installed drainage structures from silt and debris during construction. Standard NYS Erosion and Sediment Control techniques shall be used to control the structures. All protection shall remain in-place until construction is complete and vegetation is established. Structure which contain silt or debris at final inspection shall be cleaned at no additional cost to the owner. END OF SECTION 02630—STORM DRAINAGE DIVISION 2—Page 16 of 20 DIVISION 2-SITE WORK SECTION 02772—CONCRETE CURB WORKINCLUDED A. Under this Item, the Contractor shall construct a conventionally formed concrete curb in accordance with the Details, Specifications and/or as directed by the Engineer. B. The construction of the concrete curbs shall meet the requirements of the New York State Department of Transportation Standard Specifications of January 2, 2002, as amended for Section 609 Conventionally Formed or Machine Formed Concrete Curb except as herein modified. MATERIALS A. The materials shall meet the requirements of the following subsections of Section 700 - Material: Portland Cement 701-01 Fine Aggregates 703-01 Coarse Aggregates 703-02 Premolded Resilient Joint Filler 705-07 Wire Fabric For Concrete Reinforcement 709-02 Polyethylene Curing Covers 711-04 _ Water 712-01 B. The material requirements and composition shall comply with the Specifications for Class "A" concrete in Section 501 - Portland Cement Concrete - General. Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" concrete in Table 501-3, Concrete Mixtures. C. The concrete cement shall have a minimum compressive strength of 3,500 psi at 28 days. CONSTRUCTION DETAILS A. The curb shall be conventionally formed to the size and shape shown on the Details or as directed by the Engineer. B. Curbs shall not be poured monolithically with the sidewalk unless otherwise directed by the Engineer. C. Casting Segments - Curb shall be cast in segments having a uniform length of approximately 20 feet. Segments shall be separated by contraction scoring. Contraction scoring shall be 1/4" wide x 1" deep - "V" shaped. D. Expansion Joints - Expansion joints 3/4 inch in width shall be formed with "Premolded Resilient Joint Filler", Section 705-07 placed at twenty (20) foot intervals as shown on the DIVISION 2—Page 17 of 20 DIVISION 2 - SITE WORK Plans and specified by the Engineer. The filler material shall be cut 1/4" below top of the curb. E. Forms - Forms shall be steel or wood, straight, free from warp, and of such construction that there will be no interference to inspection for grade or alignment. All forms shall extend for the full curb depth and shall be braced and secured adequately so that no displacement from alignment will occur during placing of concrete. F. Handling and Placing Concrete - Concrete shall be placed in the forms in accordance with the applicable requirements of Section 555-3.04 and shall be compacted with an approved, immersion type mechanical vibrator. The vibrator shall be of the size and weight capable of thoroughly vibrating the entire mass without damaging or misaligning the forms and shall be approved by the Engineer. Forms shall be left in place for 24-hours or until the concrete has sufficiently hardened, as determined by the Engineer, so that they can be removed without injury to the curb. Upon removal of the forms, the exposed faces of the curb shall be immediately rubbed to a uniform surface. Rubbing shall be accomplished by competent finishers. No plastering will be permitted. G. Concrete Curing - Curing of the curb shall comply with the requirements of Section 502- 3.11, Curing. Minimum curing periods for the various types of curing materials used shall comply with the requirements of Table 502-3. H. Protection - The Contractor shall keep the curb clean, aligned and protected from damage until final acceptance of the work. Any curb damaged prior to the final acceptance of the work shall be repaired or replaced at the Contractor's expense. ENI) OF SECTION 02772—CONCRETE CURB DIVISION 2—Page 18 of 20 DIVISION 2- SITE WORD SECTION 02775—CONCRETE WALKS WORK WCLUDED A., This work includes all labor, materials, equipment, and incidentals necessary to construct concrete walks to the depth, limits and grades in accordance with the ,plans, specifications, and/or as directed by the Engineer. B. The construction of the concrete sidewalk shall meet the requirements of the New York State Department of Transportation Standard Specifications of January 2, 2002 as amended for Item 608 Sidewalks, Driveways and Bicycle Paths except as modified herein. MATERIALS A. Materials shall meet the requirements specified in the following subsections of Section 700 - Materials: Portland Cement(Type II) Section 701-01 Fine Aggregates Section 703-01 Coarse Aggregates Section 703-02 Premolded Resilient Joint Filler Section 705-07 Wire Fabric for Concrete Reinforcement Section 709-02 Polyethylene Curbing Covers Section 711-04 Water Section 712-01 B. The material requirements and composition shall comply with the Specifications for Class "A" concrete in Section 501 - Portland Cement Concrete - General. Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" concrete in Table 501-3, Concrete Mixtures. C. Concrete shall have a minimum compressive strength of 3,500 psi at 28 days. CONSTRUCTION DETAILS A. The general construction details for manufacturing, transporting, and placing concrete shall meet the requirements of Section 501, Portland Cement Concrete - General. Curing of concrete shall meet the requirements of Section 502, Portland Cement Concrete Pavement. B. Handicapped sidewalk ramps shall be constructed at locations determined by the Engineer. C. The concrete shall be placed in one course six inches (6") in depth. D. Wire fabric for concrete reinforcement, Section 709-02, shall be embedded at mid-depth in the slab. E. The wire fabric shall consist of No. 6 gauge wire at 6" centers traversely and longitudinally. DIVISION 2—Page 19 of 20 DIVISION 2 -SITE WORK F. Transverse construction joints shall extend to the frill depth of the slab and spaced 20 to 25 feet apart. The edges of such joints shall be finished with an edging tool having a 1/4-inch radius. G. The concrete surface shall be scored as approved by the Engineer so that the finished walk will be marked in squares. The concrete shall be worked and floated to produce a smooth and uniform surface. H. Premolded resilient joint filler, Section 705-07 shall be installed at all joints between sidewalk and curb,pavement,building, etc. I. After the completion of sidewalk work, the contractor shall cover the sidewalk overnight during the first night of curing with a polyethylene cover or an equal to the approval of the Engineer. No sidewalk shall be left uncovered overnight during the first night of curing. J. The contractor at all times provides access to homes and businesses in a manner approved by the Engineer. K. New sidewalk area shall be barricaded using ropes, horses, flagging, etc., in a manner approved by the Engineer to protect the public during the curing period until the sidewalk is sufficiently cured to allow pedestrian traffic. L. The Contractor shall protect the sidewalk and keep it in first class condition until the completion of the contract. Any portion of the sidewalk, which is damaged or vandalized at any time before the final acceptance of the work, shall be removed and replaced with satisfactory sidewalk at the Contractor's expense. END OF SECTION 02775—CONCRETE WALK DIVISION 2—Page 20 of 20 DIVISION 3 -CONCRETE GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION NO. 3 - CONCRETE Included in this Division are the following sections: 03100 Concrete Form Work 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete DIVISION 3 —Page 1 of 8 DIVISION 3 - CONCRETE SECTION 03100- CONCRETE FORM WORK SCOPE A. The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all concrete form work, including but not limited to the following: 1. Forms and centering. 2. All forms required for the work in this Section. 3. Setting and building of all anchors, inserts, hangers, supports, ties, frames, bolts, sockets, sleeves, lintels, etc., required to be built into concrete work, except where otherwise specified. FORMS, CENTERING AND FORINT WORK AFFECTING WORKMANSHIP A. Forms shall conform with the lines, dimensions and shapes of concrete indicated on the Drawings, for the members for which they are provided. They shall be tight to prevent any possibility of movement after concrete is poured and shall insure safety to workmen and the public. B. On concrete exposed to view, metal ties where used shall be detached 1-inch back from surface of exposed side and holes filled with cement mortar and rubbed immediately after removal of forms. C. Forms for concrete work shall be plywood or composite of smooth line construction, that will produce straight, dense surface free from honeycombs,bulges and depressions. D. If any material is used to coat formwork to facilitate its removal, this material shall be of such nature as not to stain or injure the concrete or cause injury to finish to be applied on exposed surfaces on concrete. Forms shall be thoroughly cleaned before reusing. E. All wood form work, including that used in void spaces, pockets and other similar places, shall be removed. F. Forms shall not be disturbed until the concrete has adequately hardened. Care shall be taken to avoid spalling concrete surface. WORD IN CONNECTION WITH OTHER SECTIONS AND/OR CONTRACTS - A. Box out for pipes as directed and fill up to pipe sleeves with concrete after same are in place. B. Build in anchors,inserts or slots as required for proper anchorage. DIVISION 3 —Page 2 of 8 DIVISION 3 ® CONCRETE C. Set in concrete all sleeves furnished under other sections or contracts, in proper alignment and location. D. Cooperate with other trades. E. Build in concrete all forms furnished by other trades and required to be built into concrete. J END OF SECTION 03100 v CONCRETE FORM WORK DIVISION 3 —Page 3 of 8 i DIVISION 3 -CONCRETE SECTION 03200 - CONCRETE REINFORCEMENT SCOPE The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all concrete reinforcing. SHOP DRAWINGS A. Complete and accurate shop drawings shall be submitted to the Engineer for review before any work is executed. Drawings shall show framing plans, details, bending diagrams, sizes and spacing of members, relationship to contiguous work, scale elevations of all reinforced concrete walls, and all other pertinent information. Details shall be carried out in accordance with the A.C.I. rules. B. Contractor shall submit one black and white print and one reproducible with each submission. Cost of all prints required from the reproducible, including prints required by the Engineer, shall be borne by this Contractor. MATERIALS A. Deformed reinforced steel shall conform with SPECIFICATIONS FOR NEW BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A-615, GRADE 60. B. Deformations on deformed bars shall conform with SPECIFICATIONS FOR DEFORMATIONS OF DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A-305. C. Welded wire fabric shall comply with ASTM A-185. PLACING OF REINFORCEMENT A. Metal supports, ties and spacers for reinforcement shall be rustproof of proper size, and strength to ensure against displacement during pouring operations. For structural slabs placed on ground, provide legs of slab bolsters and continuous high chairs with continuous plates. B. All reinforcement shall be bent cold. Minimum radius of bend shall be four diameters for bars 5/8 inch round or less, and six diameters for larger bars. C. At intersections,rods shall be securely wired together. D. Contractor shall exercise extreme care to prevent discoloration of exposed concrete surfaces by reinforcement. E. All reinforcement shall be inspected in the forms before concreting starts by the Engineer. Contractor shall notify the Engineer at least 24 hours prior to any pour. END OF SECTION 03200—CONCRETE REINFORCEMENT DIVISION 3 —Page 4 of 8 DIVISION 3- CONCRETE SECTION 03300 - CAST-IN-PLACE CONCRETE RELATED SECTIONS See Section 09672 Resinous Flooring for concrete floor coating. REFERENCES Except as shown or specified otherwise, the Work of this Section shall conform to the requirements of Specifications for Structural Concrete for Buildings ACT 301-89 of the American Concrete Institute. Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in the New York State Building Code, Chapter 19 Concrete. QUALITY ASSURANCE Concrete batching plant shall be currently approved as a concrete supplier by the New York State Department of Transportation. PROPORTIONING(Amendments to ACI 301, Chapter 3): A. Compressive Strength: Minimum 4000 psi for structural footings, foundations, floor slabs, exterior slabs, ramps and stairs. B. Weight: Normal weight as indicated,,Lightweight Concrete (for floor fills): Air-dry unit weight between 95 and 115 lb/cu ft. C. Durability: 1. Concrete shall be air-entrained. Design air content shall be 6 percent by volume, with an allowable tolerance of plus or minus 1.5 percent for total air content. Entrained air shall be provided by use of an approved air-entraining admixture. Air-entrained cement shall not be used. D. Slump: 4000 psi Normal Weight Concrete: Between 2 inches and 3 inches. E. Admixtures: Do not use admixtures in concrete unless specified or approved in writing by the Engineer. F. Selection of Proportions: Concrete proportions shall be established on the basis of previous field experience or laboratory trial batches, unless otherwise approved in writing by the Engineer. Proportion mix with a minimum cement content of 564 pounds per cubic yard for 3000 psi concrete and 611 pounds per cubic yard for 4000 psi concrete. DIVISION 3 —Page 5 of 8 DIVISION 3=CONCRE'T'E REINFORCEMENT (Amendments to ACI 301, Chapter 5): A. Bar Reinforcement: ASTM A 615, Grade 60, deformed steel bars. B. Fabric Reinforcement:- ASTM A 185, welded wire 'fabric, fabricated into flat sheets unless otherwise indicated. C. Bar,Supports: Galvanized steel or AISI Type 430 stainless steel, and withoutplastic tips. D. Tie Wire: Black annealed wire', 16-1/2 gage or heavier. PRODUCTION (Amendments to ACI 301, Chapter 7) A. Provide ready-mixed concrete, either central-mixed or track-mixed. EXAMINATION AND PREPARATION A. Do not use items of aluminum for mixing, chuting, conveying, forming or finishing concrete, except magnesium alloy tools may be used for finishing. B. Keep excavations free of water. Do not deposit concrete in water. ; C. Hardened concrete, reinforcement, forms, and earth which will be in contact with fresh concrete shall be free from frost at the time of concrete placement. D. Prior to placement of concrete, remove all hardened concrete spillage and foreign materials from the space to be occupied by the concrete. FORMWORK(Amendments to ACI 301, Chapter 4) A. Chamfer all exposed external corners'of concrete. PLACING REINFORCEMENT (Amendments to ACI 301, Chapter 5) A. At the time concrete is placed, reinforcement shall be free of mud, oil, loose!;rust, loose mill scale, and other materials or coatings that may adversely affect or reduce the bond. PLACING CONCRETE (Amendments to ACI 301, Chapter 8) A. Operation of truck mixers and agitators and discharge limitations shall conform to the requirements of ASTM C 94. B. Do not allow concrete to free fall more than 4 feet. ' FINISHING FORMED SURFACES (Amendments to ACI 301, Chapter 10) A. Finish Schedule: Except where indicated otherwise on the Drawings,,provide the finishes DIVISION 3 —Page 6 of 8 DIVISION 3 - CONCRETE below: 1. Rough Form Finish for concrete surfaces.not exposed to view. 2. Smooth Form Finish for concrete surfaces exposed to view.- 3,. Smooth Rubbed Finish for exterior concrete surfaces exposed to view. 4. Grout Cleaned Finish for interior concrete surfaces exposed to view. FINISHING SLABS (Amendments to ACI 301, Chapter 11) A. Slabs On Grade: Provide key type joints unless otherwise shown. Tool exposed joints. B. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes below: 1. Broom Finish for exterior slabs. Texture as approved by the Engineer. 2. Smooth Finish for interior slab. C. Finishing, General: Provide monolithic finishes on concrete floors and slabs without the addition of mortar or other filler material. Finish surfaces in true planes, true to line, with particular care taken during screeding to maintain an excess of concrete in front of the screed so as to prevent low spots. Screed and darby concrete to true planes while plastic and before free water rises to the surface. Do not perform finishing operations during the time free water(bleeding) is on the surface. CURING AND PROTECTION (Amendments to ACI 301, Chapter 12) A. Maintain concrete surfaces in a moist condition for at least 7 days after placing, except where otherwise indicated. B. For surfaces of exterior slabs (on grade), apply chemical curing and anti-spalling compound in accordance with the recommendations of the manufacturer. C. All concrete surfaces to be coated shall be clean and dry. Dirt, oil, loose concrete, salts, and other contaminants shall be wire'brushed or grit blasted until a bare surface is obtained.' D. A minimum of two (2) coats shall be applied to concrete. A minimum of 24 hours must elapse before application of the second coat. Do not use if epoxy coating is to be installed. FIELD QUALITY CONTROL (Amendments to ACI 301, Chapter 16) A. The Contractor shall make a maximum of(2) two test cylinders per truck load of concrete delivered to the site for testing by a testing lab. Sampling to be taken as per ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete. Concrete shall be sampled from the middle of the load. B. The Contractor shall be responsible for furnishing the Engineer with the test results of r each concrete test cylinder tested at 7 and 28 days for each truck load. DIVISION 3 —Page 7 of 8 DIVISION 3 - CONCRETE LABORATORY TESTS The Contractor shall be responsible for arranging and coordinating of all testing. All laboratory costs in establishing the design mix and testing of cylinders shall be borne by the Contractor. END OF SECTION 03300 - CAST-IN-PLACE CONCRETE DIVISION 3 —Page 8 of 8 DIVISION 5-METALS GENERAIL, The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION NO. 5-METALS Included in this Division are the following sections: 05120 Structural Steel DIVISION 5 -Page 1 of 7 DIVISION 5-METALS SECTION 05120—STRUCTURAL STEEL SCOPE A. The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all structural steel as shown on the Drawings and specified herein,including but not limited to the following: I. Furnishing, fabricating and erecting all structural steel work as shown on the Drawings. 2. Furnishing anchor bolts for setting under other sections of the Specifications. 3. Bearing plates for beams. 4. Shop and field painting. 5. Preparation of shop, erection and detail drawings. 6. Hangers and struts. DRAWINGS A. Submit shop and erection drawings for review in accordance with the requirements of the General Conditions, immediately on award of Contract,based on design drawings. B. Materials shall not be fabricated or delivered to the site before the shop drawings have been reviewed by the Engineer, and returned to the Steel Contractor. Shop drawings shall include layouts and details showing the sizes of members, connections, cuts, holes, welds, bolts, etc. Provisions for the connection of other work shall be indicated. All Welds shall be indicated by standard welding symbols contained in the "Structural Welding Code" of the American Welding Society. Shop drawings shall show the size, length and type of each weld. C. Review of shop drawings will be for size and arrangement of principal and auxiliary members and strength of connections. Errors in dimensions shall be the Contractor's responsibility. DIMENSIONS i The Contractor must verify all measurements at the building, especially when his work is subsequent to other work of the building and is to join it and will be held responsible for any error in said measurement unless he notified the Engineer in time for proper adjustment to be made. This Contractor must cooperate with other contractors of the several trades so that work will not be constructed prematurely and have to be taken down to allow the construction of work that should have had precedence. All work so done must be adjusted and must be replaced at the Contractor's cost. Dimensions shown on the structural drawings shall be verified and supplemented. DIVISION 5 - Page 2 of 7 DIVISION 5 -METALS MATERIALS A. All structural steel and accessories shall be new. B. Structural steel (Beams): conform to ASTM Specification A-572, Grade 50 (or A- 992), latest edition. C. Structural steel (Columns): conform to ASTM Specification A-500, Grade B, latest edition. D. All other steel: conform to ASTM Specification A-36, latest edition. E. High strength bolts: conform to ASTM A-325, latest-edition. F. All stock material shall be of quality equal to that called for in Paragraph A above. Mill test reports shall constitute sufficient records as to materials taken from stock. G. Unidentified stock material, if free from surface imperfections, may be used for shore sections of minor importance or for small unimportant details where precise physical properties of the material would not affect strength of structure, as approved by the Engineer. H. No material containing plugged or filled holes will be accepted. I. Structural steel exposed to view in finish work shall be uniformly rolled true to section, without kinks,bends or surface imperfections. J. Welding Electrodes and Flux Combination: Use 70XX Class Electrodes. GENERAlL,REQUIREMENTS A. Except where otherwise specified or shown on the Drawings, all materials, design, fabrication, erection and inspection shall comply with Specifications for DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS and also CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES latest edition, issued by the American Institute of Steel Construction. B. , The design of members and connections for any portions of the structure not indicated on the Drawings shall be completed by the fabricator, and shop drawings submitted to the Engineer for review before fabrication. C. Welding, where permitted shall be in accordance with STANDARD CODETOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION of the American Welding Society. D. All pieces having assigned positions shall have a distinguishing mark plainly indicated thereon and near one end. These markings shall agree with those given on the Drawings relating thereto, or calling for those pieces. DIVISION 5 - Page 3 of 7 DIVISION 5-METALS E. The Contractor shall be held responsible for all errors of fabrication and erection and for correct fitting of structural members to each other and to adjacent work. F. Templates shall be furnished for setting of anchor bolts and other bolts and items. Templates and bolts shall be delivered within such time as will not delay progress of concrete and masonry work. CHECKING MEASUREMENTS,EXAMINATION OF FOUNDATIONS The Contractor, before commencing with the work, shall check all governing dimensions at the building and the levels of all footings on which the work is to stand, and shall notify the Engineer of any discrepancies. SUBSTITUTION OF SECTIONS Substitution of sections or modifications of details shall be made only if accepted by the Engineer. Substituted sections, if permitted, shall be of strength equal to those shown on Drawings and shall not interfere with Architectural and Mechanical requirements. DELIVERY AND STORAGE A. All work shall be fabricated in ample time so as not to delay the progress of the work, and shall be delivered at such time as required for the proper coordination of the work. B. Competent workmen and suitable equipment shall be on the job at the time of delivery to properly handle and receive the material. C. All materials shall be kept clean and stored and handled in such a manner as to cause a - minimum of inconvenience and to avoid injury in any way. r FABRICATION I A. Finished members shall be true to line and free from twists, bends and open joints. Shearing and punching shall leave clean,true lines and surfaces. B. All shop connections shall be high strength friction type bolts, or welded, except where welded connections are indicated on Drawings or specially authorized by the Engineer. Field connections shall be bolted, except where welding is required. C. Bolts shall be 3/4 inch in diameter, except where otherwise noted. Holes shall be 1/16 inch larger than nominal diameter of the bolts. D. Holes in bearing plates shall be drilled. Grout holes shall be provided in column bearing plates where required. DIVISION 5 - Page 4 of 7 DIVISION 5 -METALS E. Contractor shall do all cutting, drilling, fitting, blocking, reinforcing, etc. of structural steel as required for the proper fabrication, connection and erection of work and as may be required for passing through, support or attachment thereto of work of other trades, where shown on Drawings, where required by site conditions or where instructions for same are given. Extent and location of all such drilling or cutting of each member shall be subject to the approval of the Engineer. F. Provide standard AISC framed beam connections wherever possible. Web connections shall be double angle connections. End connections shall be of sufficient strength to develop maximum reaction of the member,plus any eccentric load. G. Connections shall be so arranged as to avoid eccentricity so far as possible. H. Field Connections. All field connections shall be made with high strength friction type bolts. I. End connections shall be of sufficient strength to support safely the maximum reactions of carrying member,plus any load due to eccentricity. WORKMANSHIP AND ERECTION A. Except as otherwise shown or specified, details of erection shall be in accordance with the Specifications for the Design, Fabrication and Erection of Structural Steel. B. It shall be the responsibility of this Contractor to correct errors in shop fabrication or deformations which result from handling and transportation and prevent the proper assembly. C. Corrections shall be made at no additional cost to the Owner. D. Location of anchor bolts shall be verified by Steel Contractor before erection of structural steel work. i E. All members shall be aligned, leveled, and adjusted accurately prior to final fastening. Tolerances shall conform to A.I.S.C. code of Standard Practice. Fastening of splices of compressions members shall be done after the abutting surfaces have been brought completely into contact. F. As erection progresses, the work shall be fastened securely to take care of all dead load,wind and erection stresses. All structural steel shall have suitable temporary braces to hold it in position until permanently secure. > G. Field cutting of structural steel may only be done with prior consent of the Engineer. Burning of holes for bolted connections will not be permitted, and violation of this clause will be sufficient cause for the rejection of any piece in which a burned hole exists. DIVISION 5 -Page 5 of 7 DIVISION 5 -METALS WELDING A. Welds shall be made only by operators who have been previously qualified by tests as prescribed in 'STANDARD QUALIFICATION PROCEDURE of the American Welding Society to perform type of work required, except that this provision need not apply to tack welds later incorporated into finished welds carrying calculated stresses. B. Appearance, quality of work and methods of correction for defective work where welding is permitted shall be in accordance with the American Welding Society publication CODE FOR ARC-WELDING IN BUILDING CONSTRUCTION. PAI1m1TEXG AND CLEANING A. All steel work shall receive a shop coat except as follows: 1. Milled bearing surfaces. 2. Contact surfaces of high-strength bolted friction connections. 3. Within two inches of field welds unless paint is certified weldable. B. Cleaning: 1. All interior steel work, except steel visible inside the finished building, to be shop painted shall be cleaned in accordance with Steel Structures Painting Council SP2, Hand-Tool Cleaning. Steel which will be visible inside the finished building shall be cleaned in accordance with SSPC SP6, commercial blast cleaning. C. Painting and cleaning of structural steel shall conform to the requirements of Division 9 - Finishes. INSPECTION A. Field inspection will include but not be limited to ascertaining that: 1. Plates are level and properly placed. 2. Connections fit. 3. Welding is properly executed by qualified welders. 4. Torque of high strength bolted connections. B. Any weld which upon examination or inspection is found to be defective, shall be removed to the satisfaction of the inspector and the weld shall be remade. This Contractor shall remake the welds at no additional cost to the Owner and shall in addition bear all costs of DIVISION 5 -Page 6 of 7 DIVISION 5 -METALS examination and inspection of the welds that have been remade. C. This Contractor shall, at his own expense, furnish such facilities and provide such assistance as may be required for proper inspection. D. Reports shall be made of each inspection and shall be distributed in accordance with directions issued by the Engineer. END OF SECTION 05120—STRUCTURAL STEEL J DIVISION 5 -Page 7 of 7 DIVISION 6—WOOD & PLASTIC GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. FABLE OF CONTENTS—DWISION 6—WOOD &PLAS'T'IC Included in this Division are the following sections: 06100 Rough Carpentry 06180 Microllam(LVL) 06402 Architectural Woodwork/Custom Casework DIVISION 6 -Page 1 of 8 DIVISION 6—WOOD & PLASTIC SECTION 06100-ROUGH CARPENTRY SCOPE A. Furnish all labor, materials, equipment and appliances necessary or required to perform and complete all rough carpentry work including,but not limited to,the following: 1. Wood framing, blocking, nailers, and all other rough carpentry required for work under this Section and for other trades. 2. Rough Hardware 3. Plywood sheathing. QUALITY ASSURANCE A. Lumber grades shall conform to the grading rules of the Association having jurisdiction and shall bear the official grade and trademark of the Inspection Bureau of the Association and a mark of mill identification. Moisture content of rough lumber shall not exceed 19 percent N. B. All materials of every kind entering into the construction work herein specified shall be of the best obtainable for the use required. Use only well seasoned lumber of sound stock, free from sap, shakes or any other defects which will impair its strength or appearance. Use lumber D4S free from warp that cannot be corrected in the process of nailing or bolting. DELIVERY, STORAGE AND HANDLING Deliver all lumber and plywood to the site and immediately pile in stacks to insure drainage and free circulation. Cover stacks with tarps or other watertight covering. JOB CONDITIONS Provide and maintain protection during the life of the contract for all materials and work installed under this Section and for other work requiring protection. MATERIALS A. Lumber: 1. Blocking and Nailers: As required for supporting or attaching accessories. 2. Framing: douglas fir unless otherwise indicated. 3. Light framing; 2 inches through 4 inches thick, less than 6 inches wide: Douglas Fir Standard and Better grade, except Stud grade for stud framing unless otherwise DIVISION 6 - Page 2 of 8 DIVISION 6—WOOD & PLASTIC noted. 4. Structural Framing; 2 inches through 4 inches thick, 6 inches wide and wider: Douglas Fir No. 2 grade unless otherwise noted. B. Board Lumber;less than 2 inches thick: 1. Exposed Board Lumber, for Paint Finish: Pre-primed finger jointed Pine, poplar or approved equal. 2. Concealed Board Lumber: Southern Pine No. 3 or spruce C. Plywood I. Exposed Wall sheathing- 3/"A.P.A. Rated tongue and groove or approved equal. D. Wood I-Joists: I. Sizes and series as shown on the framing plans. 2. Flange members, web members and adhesives shall conform to the provisions of the ICC-ES Report No. ESR-1153. 3. Install as per the manufacturer's instructions. E. Rough Hardware: I. Provide all items of rough hardware of every description, including nails, spikes, screws, bolts, lags, anchors, ramsets, ties, expansion shields and bolts, strap irons, and other items which._are required to assemble or secure the work shown or specified herein. 2. Fastenings for securing wood grounds, blocking and similar work to masonry, shall be of metal of a type and spacing best suited to conditions, subject to approval of the Architect. F. All other materials as herein specified. INSPECTION A. Carefully check, verify and compare all dimensions and conditions at the building which affect the size, construction, and installation of items or features provided under this Section with those given on the drawings. Report all discrepancies and conflicts, including those between different materials or installations to the Architect in writing for correction and adjustment. DIVISION 6 -Page 3 of 8 DIVISION 6—WOOD & PLASTIC B. Coordinate with other trades on details of construction of adjoining installations which have not been completed. INSTALLATION A. All framing shall be in accordance with details indicated on the drawings. Set framing accurately to required lines and levels. Do all nailing and spiking in a thorough manner using nails of ample sizes to secure framing rigidly in place. Provide any special framing as required to complete work. B. Furnish and install all wood grounds and/or furring required for the securing in place of all finished carpentry work, interior wood finish and other items furnished by this or other contractors including trim moldings, shelving, frames, covers, stools, aprons, etc. C. Install suitable blocking for finish carpentry and similar work wherever necessary to provide proper nailing and fastening at the required lines or levels. END OF SECTION 06100—ROUGH CARPENTRY DIVISION 6 - Page 4 of 8 DIVISION 6—WOOD &PLASTIC SECTION 06180—MICROLLAMS SCOPE This work includes the complete furnishings and installation of all Microllam®laminated veneer lumber(LVL) as shown on the drawings herein specified and necessary to complete the work. CODE APPROVALS These products shall be designed and manufactured to the standards set forth in the ICC Evaluation Service, Inc. report ESR-1387. SUBMITTALS A. Drawings showing layout and detail necessary for determining fit and placement in the building shall be provided B. Fabrication and/or cutting shall not proceed until the architect and/or engineer have approved the submittal package. MATERIALS A. Materials shall comply with ICC ES ESR-1387. B. Adhesives shall be of the waterproof type conforming to the requirements of ASTM D- 2559. FABRICATION Microllam®LVL shall be manufactured by Weyerhaeuser or an approved equal in a plant listed in the reports referred to above and under the supervision of an approved third-party inspection agency. It shall be manufactured in a continuous process with all grain parallel with the length of the members. All members are to be free of finger or scarf joints or mechanical connections in full-length members. TOLERANCES (DRY MATERIAL) Finished Length (as specified): f 1/4" Width/Depth <3.5" wide/< 14" deep: f 1/8" >3.5"wide/> 14"deep: ± 3/16" DIVISION 6 - Page 5 of 8 DIVISION 6—WOOD c& PLASTIC IDENTIFICATION Microllam LVL shall be identified by a stamp indicating the product type and grade and ICC ES evaluation report number, manufacturer's name,plant number and the independent inspection agency's logo. INSTALLATION Microllame LVL, if stored prior to installation, shall be protected from the weather. It shall be installed in accordance with the plans and any Weyerhaeuser drawings and installation suggestions. Temporary constriction loads that cause stresses beyond design limits are not permitted. Safety bracing is to be provided by the installer to keep the Microllam LVL straight and plumb as required and to assure adequate lateral support for the individual Microllam LVL members and the entire system until the sheathing material has been applied. The contractor may give notification to the manufacturer prior to installation of Trus Joist products to review and discuss product installation guidelines. PERFORMANCE STANDARDS Products shall be proven by testing and evaluation in accordance with the provisions of ASTM D-5456. WARRANTY The products delivered shall be free from manufacturing errors or defects in workmanship and material. The products, when correctly installed and maintained, shall be warranted to perforin as designed for the normal and expected life of the building. ENI) OF SECTION 06180—MICROLLAMS (LVL) DIVISION 6 - Page 6 of 8 DIVISION 6—WOOD & PLASTIC SECTION 06402 -ARCHITECTURAL WOODWORK/CUSTOM CASEWORK SCOPE This section specifies requirements for the cabinets and countertops to be supplied and installed. PRODUCTS A. No particle board or particle board core plywood may be used in any part of the work except laminate tops discussed below, and shall be specifically,excluded. (Laminate tops as discussed below excepted.) B. Plywood shall be all hardwood veneer core. C. Plastic Laminate Clad Millwork may be used only if approved by the Owner. Doors and drawers shall be fully clad including inside faces of doors. D. Minimum grades for plastic laminates shall be as follows (NEMA/ISO /Inch Thickness): For horizontal surfaces use HW62/HCS/.062" or GP50/HGS/.050" and for vertical surfaces use BK50BGS/.050". 1. Approved manufacturers of plastic laminate are: a. Wilson Art b. Formica C. Nevamar d. Pionite E. Hardware shall be as indicated 1. Drawer glides shall be heavy duty rated. 2. Hinges shall be concealed type full metal with no plastic parts. 3. Hardware for adjustable shelves on walls shall be Heavy duty type equal to the K-V standard and bracket system. 4. Approved hardware manufacturers are: a. McKinney b. K&V C. Blum d. Stanley e. Gras F. Plastic laminate tops and ,back splashes are to be fabricated using 3/" plywood unless DIVISION 6 -Page 7 of 8 DIVISION 6—WOOD & PLASTIC approved otherwise. Edges and joints shall be tight, glued and sealed. Post formed tops and splashes are not allowed. In those areas where sinks are applied to the underside of counter tops the tops shall be fabricated from 7 ply birch plywood (3/4" minimum) with an "A" surface one side. Do not use water based laminate glues on any counter top. EXECUTION A. Drywall screws will not be allowed for the attachment and installation of millwork. B. Fabricate case bodies with stop dadoes if transparent finish. C. Drawers shall be lock shouldered or multiple dovetailed and have applied fronts. Bodies shall be hardwood or 7 ply plywood. Bottoms shall be hardwood panel product or masonite hardboard full or stop dadoed. D. Exposed surfaces shall be hardwood. All drawers shall ride on full suspension drawer glides,not wood keels. E. Shelves shall be edged plywood or solid lumber. Janitor and storage room shelving shall be AWI`Economy"grade except no particle board is allowed. F. Plastic laminate application shall be specified as follows: 1. Apply side edging first, then top surface,with top surface overlapping side edging. 2. Installations shall be by skilled tradesmen. In the cases where fabricator and installer are not one and the same,product and project guarantee shall not be compromised. END OF SECTION 06402 ARCHITECTURAL WOODWORK/CUSTOM CASEWORK DIVISION 6 - Page 8 of 8 DMSION 7-THERMAL AND MOISTURE PROTECTION GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF 'CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contracts for items which might affect the work under this Division. TABLE OF CONTENTS-DIVISION NO.7- THERMAL &MOISTURE PROTECTION Included in this Division are the following sections: 07111 Bituminous Dampproofing 07210 Building Insulation 07920 Sealants & Caulking DIVISION 7 -Page I of 6 DIVISION 7-THERMAL AND MOISTURE PROTECTION SECTION 07111 -BITUMINOUS DAMP PROOFING SUBMITTALS A. Product Data: Catalog sheets, specifications and installation instructions, for each material specified. PROJECT CONDITIONS A. Apply damp proofing in clear dry weather. Do not apply damp proofing below 40 degrees F. MATERIALS A. Asphalt Primer: ASTM D 41. B. Asphalt Emulsion, heavy duty, fibrated; ASTM D 1227, Type IV. PREPARATION A. Comply with manufacturer's printed recommendations for preparation of type of surface shown or indicated to receive damp proofing. B. Thoroughly clean surfaces to be damp proofed of soil, debris and all foreign matter. Allow cleaned surfaces to thoroughly dry. C. On porous surfaces, except new concrete masonry units, apply a uniform coating of asphalt primer. APPLICATION A. Provide continuous uniform damp proofing coating, 3/32 inch minimum dry thickness, on surfaces shown or scheduled to be damp proofed. Apply damp proofing by brush. B. Damp proof vertical wall surfaces to within 4 inches of finished grade at top of walls. At bottom of walls, extend damp proofing across horizontal projection of footing and down face of footing approximately 2 inches. END OF SECTION DIVISION 7 - Page 2 of 6 DIVISION 7-THERMAL AND MOISTURE PROTECTION SECTION 07210 -BUILDING INSULATION SUBMITTALS A. Product Data: Catalog sheets, specifications, and installation instructions for each type of insulation specified. 1. Include data substantiating that the materials comply with the specified thermal resistance and vapor resistance qualities. DELIVERY, STORAGE, AND HANDLING A. Do not allow insulation materials to become wet or soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage, and protection during installation. B. Do not deliver flammable insulation materials to the project site more than 2 days ahead of the time of installation. Protect at all times against ignition. , C. Protect insulation materials subject to deterioration by sunlight from exposure to sunlight. D. Complete the installation and concealment of insulation materials as rapidly as possible. PROJECT CONDITIONS A. Do not proceed with the installation of insulation on walls or under slabs until the Work which follows (and which conceals the insulation) is ready to be performed. B. Examination of Substrate: Examine the substrate and the conditions under which the insulation Work is to be performed. Do not proceed with the insulation Work until unsatisfactory conditions have been corrected. MATERIALS A. Rigid Insulation: Expanded polystyrene thermal insulation boards; ASTM C 578 1. R-Value: R-10 @ 75 degrees F. 2. Edges and Ends: Square or tongue-and-groove at manufacturer's option. All edges to be taped with approved tape. B. Fiberglass Blanket Insulation: Faced, flexible fiber glass insulation manufactured to conform with the Thermal Insulation Manufacturers Association (TIMA) Standard 202, having an R value of 38 for roof insulation and an R value of 20 for wall DIVISION 7 -Page 3 of 6 DIVISION 7-THERMAL AND MOISTURE PROTECTION insulation. Facing to be UL listed, vapor retarder material consisting of white metallized polypropylene film, scrim reinforcement and kraft paper laminated together with a flame resistant adhesive. C. Loose Granular Insulation: Perlite (expanded volcanic aggregate); ASTM C 549 or Vermiculite (expanded or exfoliated micaceous mineral aggregate); ASTM C 516. 1. R-Value (Perlite): 6 Inches Thick: R= 16.2. 2. R-Value and Minimum Weight (Vermiculite): 8 Inches Thick: R= 19.0 @ 2.6 psf. C. Adhesive for Bonding Insulation: The type recommended by the insulation manufacturer. D. Mechanical Anchors: Type and size shown or, if not shown, as recommended by the insulation manufacturer for the type of application shown and condition of substrate. INSTALLATION A. Comply with manufacturer's printed instructions for the particular conditions of installation in each case. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Extend insulation full thickness over entire surface to be insulated. Apply a single layer of insulation of the required thickness, unless otherwise indicated or,required to make up the total thickness. Cut and fit tightly around obstructions, and fill voids with insulation. C. Install insulation with factory applied barrier membrane facing the warm side of building spaces. Replace insulation with ruptures in barrier membrane. D. Close off openings in areas to receive loose insulation to permanently prevent escape of insulation. ENI) OF SECTION 07210 - BUILDING INSULATION DIVISION 7 - Page 4 of 6 DIVISION 7-THERMAL AND MOISTURE PROTECTION SECTION 07920- SEALANTS AND CAULKINGS WORK INCLUDED A. Caulking of exterior joints formed by the intersection of different materials, such as masonry and concrete, masonry and metal, wood with masonry or metal, and adjacent dissimilar materials. B. Caulking of joints at heads,jambs and sills of door frames and windows. C. All other caulking where indicated on Drawings or required by building conditions. DELIVERY A. Materials delivered to the job site shall bear the quality label and the name or trademark of the approved manufacturer; shall be new,unopened and from fresh stock, and shall be the same products and manufacture as approved. Caulking tubes shall bear label indicating conformance to referenced Federal Specifications. MATERIALS A. Caulking compound for general exterior application shall be "Tremco's Dymeric", a two- part polytremdyne polymer sealant conforming to Federal Specifications TT-S-00227E as manufactured -by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers any be provided: Pecora Chemical Corp., Harleysville, Pa. or Products Research and Chemical Corp., Burbank California. B. Caulking compound for general interior application shall be "Tremco"s Caulking Compound" an oleo-resinous caulking compound conforming to Federal Specifications TT-0598B as manufactured by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers may be provided: Pecora Chemical Corp., Harleysville, Pa., or Products Research and Chemical Corp., Burbank, California. C. Colors of Caulking Compound-As selected by the Engineer. D. Primer-A quick drying, non-staining liquid as recommended by the caulking compound manufacturer. Primer shall be used in all installations unless the caulking manufacturer specifically states otherwise. E. Back-up (Packing) Material - Polyethylene foam or hollow tubing or other approved non-staining material. INSTALLATION A. Surface Preparation - Remove dust, dirt, grease and other foreign and objectionable DIVISION 7 -Page 5 of 6 DIVISION 7-THERMAL AND MOISTURE PROTECTION material. B. Application of Caulk, 1. Joints deeper than 1/2" shall have backing material installed to within 1/4" of the face of the joint. 2. Apply caulking compound under sufficient pressure to force out all air and to completely fill the joints, using a caulking gun with nozzles of widths as necessary to fit the various joints, except in locations where knife application is necessary. 3. Tool joints to a neat and smooth bead of uniform width, finishing flush with adjoining surfaces or tool to a concave profile. 4. Upon completion of caulking, joints not completely filled shall have caulk roughened and then the joint shall be properly filled and tooled. 5. Adjacent surfaces soiled by caulking operations shall be cleaned immediately. END OF SECTION 07920 -SEALANTS AND CAU KINGS DIVISION 7 - Page 6 of 6 DIVISION 8-DOORS AND WINDOWS GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION NO. 8 -DOORS AND WINDOWS Included in this Division are the following sections: 08110 Steel Doors and Frames M310 Overhead Sectional Doors 08311 Overhead Coil Doors 08500 Metal Windows 08710 Finish Hardware 08800 Glazing DIVISION 8 - Page 1 of 27 DIVISION 8-DOORS AND WINDOWS SECTION 08110 - STEEL,DOORS AND FRAMES STANDARDS A. Steel Doors and Frames shall conform to requirements of Steel Door Institute (SDI 1000) as modified by local code requirements and as specified herein. Doors and frames shall bear a label indicating compliance with the referenced standards. B. Doors - 1-3/4" thick, 18 gauge LF Series Galvannealed with polystyrene core for exterior and non Galvannealed for interior as manufactured by Steelcraft Building Products, Cincinnati, Ohio (513-745-6400) or approved equal, in elevations as indicated on the drawings. C. Frames - Full width type 16 gauge. Include provisions for silencers and gaskets. Frame profile shall be one piece. D. Glass Lites—Insulated glass lites as shown on drawings. E. Maximum Clearance ® top rail and hinge stile: 1/16" © lock stile: 1/8" ® floor and saddle: 1/4" SHOP PAINTING All doors and frames are to be shop primed and painted. Primer shall be a thermosetting primer in which the vehicle is a mixture of epoxy and phenolic resins or straight epoxy formulated for metal priming and baking. INSTALLATION OF DOORS & FRAMES A. Steel Door and Frames 1. Install in accordance with the final shop drawings, manufacturer's data, and as herein specified. 2. Placing frames - Set frames accurately in position, plumbed, aligned and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. a. Make field splices in frames as detailed on final shop drawings, welded and finished to match factory work. b. Remove spreader bars only after frames or bucks have been properly set and secured. DIVISION 8 -Page 2 of 27 DIVISION 8-DOORS AND WINDOWS 3. Door Installation a. Jambs and head: 3/32". b. Meeting edges, pairs of doors: 1/8". C. Bottom: 1/4", where no threshold. d. Bottom: At threshold: 1/8". e. Place fire-rated doors with clearances as specified in NFPA Standard No. 80. 4. Adjustments Check and readjust operating finish hardware items just prior to final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including doors or frames which are warped, bowed or otherwise unacceptable. INSTALLATION OF FINISH HARDWARE A. GENERAL 1. All finishing hardware specified in the Section 08710 of this specification entitled "Finish Hardware" shall be received, accounted for, stored and applied under this Section. 2. Hardware shall be sorted and stored in space assigned by Contractor and shall be kept at all times' under lock and key. The safety and preservation of all items delivered will be the responsibility of the Contractor. 3. Hardware shall be carefully fitted and securely attached, in accordance with these specifications and the instructions of the various manufacturers. 4. Mount hardware units at heights recommended in "Recommended Locations 'for Builders' Hardware" by NBHA unless otherwise noted on Drawings. (See Door Type elevations in the Drawings.) 5. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finishes, re-install each item. Do not install surface-mounted items until finishes have been completed on the substrate. 6. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. DIVISION 8 -Page 3 of 27 DIVISION 8-DOORS AND WINDOWS 7. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. S. Cut and fit threshold and floor covers to profile of door frames, with mitered corners and hair-line joints. Join units with concealed welds or concealed mechanical joints. Cut smooth openings for spindles, bolts and similar items, if any. 9. All keys used shall be construction keys which are to be tagged with fiber discs as approved, clearly labeled with identifying inscriptions and then neatly arranged in a temporary cabinet. All construction keys shall be returned to the Owner. B. ADJUSTING AND CLEANING 1. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer (graphite-type if no other recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. 2. Final adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make a final check and adjustment of all hardware items in such space or area. Clean and re-lubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. CLEAN IJP AND PROTECTION A. CLEAN-UP At regular intervals during the course of the work, all debris and excess material shall be cleaned up and removed from the site. Upon completion of installation, clean all spaces of debris caused by woodwork installation. B. PROTECTION Protect all hardware, doors and frames and finish accessories from marring, defacement or other damage until final completion and acceptance of the project by the Owner. Repair or replace all defective units prior to final inspection as directed by the Architect. Any units that cannot be satisfactorily repaired in the opinion of the Architect shall be replaced with new units of same original design, at no additional cost to the Owner. END OF SECTION 08110 - STEEL DOORS AND FRAMES DIVISION 8 -Page 4 of 27 DIVISION 8-DOOMS AND WINDOWS SEC'T'ION 08310 - OVERHEAD SECTIONAL, DOORS • SCONE This section includes furnishing all labor, materials equipment and incidentals necessary to install electronically operated overhead sectional doors, operators, controls and accessories as shown on the contract documents. s REFERENCES A. General: Standards listed by reference, including revisions by issuing authority, form a part of this specification section to the extent indicated. Standards listed are identified by issuing ® authority, authority abbreviation, designation number, title or other designation established by issuing authority. Standards subsequently referenced herein are referred to by issuing authority abbreviation and standard designation. B. American Society for Testing and Materials (ASTM): • 1. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip Process. 2. ASTM A 924/A 924M - Standard Specification for General Requirements for Steel a Sheet, Metallic-Coated by the Hot-Dip Process. PERFORMANCE A. Exterior sectional doors shall be designed to withstand at least twenty (20) pounds per square foot windload. Windlocks shall be provided as required for windload protection. B. All doors'-shall be able to withstand a standard maximum of up to 50,000 operating cycles for the life of the door. SUBMITTALS A. Shop Drawings: Show application to project. B. Product Data: Catalog sheets, specifications, and installation instructions for rolling service door assemblies, finishes, and operators. C. Contract Closeout Submittals: 1. Operation and maintenance data. 2. Replacement parts list.� DIVISION 8 -Page 5 of 27 DIVISION 8-DOORS AND WINDOWS • QUALITY ASSURANCE A. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size and complexity, and trained and authorized by the door dealer to perform the work of this section. DELIVERY, STORAGE & HANDLING • A. Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged • containers with identification labels intact. C. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions,recommended by the manufacturer. • WARRANTY Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, AL and not a limitation of, other rights Owner may have under contract documents. PRODUCTS SECTIONAL, DOOM OASIS OF DESIGN) lift A., Manufacturer: Raynor Door, model TC300 (3", R-17.05 insulated commercial sectional doors) Contact: P.O. Box 448, 1101 East River Road, Dixon, IL 61021Aft - 0448; Telephone: (800) 472-9667, (815) 288-1431; Fax: (815) 288-7142; E-mail: thegarage@raynor.com; website: www.raynor.com. DOOR OPERATORS Raynor PowerHoist Optima with Contactor style motor starter(Model Series PHO) or Raynor Control Hoist Optima with Solid State motor controller(Model Series CHO). 1. Type: Trolley DIVISION 8 -Page 6 of 27 DIVISION 8-DOORS AND WINDOWS 2. Motor Horsepower Rating: Continuous Duty 1 HP. 3. Electrical Requirements: 115 volt single phase. 4. Duty Cycle: 30 cycles/hour. 5. Control Wiring: Contactor Style Motor starter 24 volt control with provisions for connection of safety edge to reverse and external radio control hook-up. Solid State motor Controller 24 volt control with provisions to select up to 6 standard wiring types plus delay on reverse, mid stop, maximum run timer, and door lock feature. 6. Contractor shall confirm door operator with the door manufacturer prior to ordering. DOOR SECTIONS A. Sections shall be mechanically interlocked and pressure bonded to a 2-7/8 inches (73 mm) thick extruded polystyrene core. Hinge reinforcement plates shall be 16 gauge edge plates and 16 gauge center plates, located within section interior at every hinge location. End stiles to be 14 gauge galvanized steel. B. Material: Steel sandwich construction, 3 inches (76mm) thick, roll formed from commercial quality, hot-dipped galvanized (G60 exterior) steel complying with ASTM A 653. Exterior and interior skin to be constructed of 25 gauge steel embossed stucco texture. C. Mounting: Sections mounted in door opening using Lap Jamb Angle Mounting: section overlap door jambs by 1 inch(25mm) on each side of door opening D. Insulation: Expanded polystyrene, R-value of 10.25. E. Seals: Interior and exterior skins to be separated by a contin uous dual durometer vinyl seal held in place by a mechanical interlock to form a thermal break and complete weather'seal along section joint. Top of door to be provided with dual durometer vinyl standard. Bottom of door to have flexible U-shaped vinyl seal in an extruded aluminum retainer. F. Trussing: Doors designed to withstand a wind load of 12 P.S.F. Deflection of door in horizontal position to be maximum of 1/120th of door width. G. Color and Paint Type: Interior skins to have two coats of paint, one primer coat and one finish coat. Exterior to be powder coated. Color by owner. DIVISION 8 - Page 7 of 27 DIVISION 8-DOORS AND WINDOWS H. Windows: Locations to comply with door elevations. a. Size: 36 inches by 14 inches full-view (square-edge) window encased in an extruded PVC frame. b. Glazing: Windows to be provided with insulated glazing units as follows: i. Glass consisting of two panes of 1/8 inch (3.2mm) thick DSB glass. TRACK A. Material: Hot-dipped galvanized steel (ASTM A-653), fully adjustable for adequate sealing of door to jamb or weather seal. COUNTERBALANCE SYSTEM A. Type: Provided with aircraft-type, galvanized steel lifting cables with minimum safety factor of 5. HARDWARE A. Hinges and Brackets: Fabricated from galvanized steel and white powder coating on hinges and u-bar B. Track Rollers: consistent with track size, with hardened steel ball bearings. C. Perimeter Seal: Provide complete weather stripping to reduce air infiltration. Weather stripping shall be replaceable. EXECUTION MANUFACTURER'S INSTRUCTIONS Comply with instructions and recommendations of door manufacturer. EXAMINATION A. Site Verification of Conditions: Verify through direct observation and field measurement that site conditions are acceptable for installation of doors, operators, controls and accessories. Ensure that openings square flush and plumb. B. Do not proceed with installation of doors, operators, controls and accessories until unacceptable conditions are corrected. DIVISION 8 - Page 8 of 27 Aft DIVISION g-DOORS AND WINDOWS INSTALLATION General: Install door, track and operating equipment complete with all necessary accessories and hardware according to shop drawings,manufacturer's instructions. I+IELD QUALITY CONTROL, G A. Manufacturer's Field Services: At Owner's request, provide manufacturer's field service consisting of product installation and use recommendations, and periodic site visits to observe and ensure product installation is done in accordance with manufacturer's recommendations. 1. Site Visits: two (2) ADJUSTING General: Lubricate bearings and sliding parts, assure weather tight fit around door perimeter and adjust doors for proper operation,balance, clearance and similar requirements. CLEANING A. Remove temporary coverings and protection of adjacent work areas. Repair or replace installed products damaged prior to or during installation. B. Clean installed products in accordance with manufacturer's instructions prior to Owner's acceptance. Remove and legally dispose of construction debris from project site. END OF SECTION 08310 - SECTIONAL OVERHEAD DOORS DIVISION 8 -Page 9 of 27 DIVISION 8-DOORS AND WINDOWS qW SECTION 08311 - OVERHEAD COILING DOORS GENERAL, Description A. All rolling service doors shall be as manufactured by The Cookson Company or approved equal. Furnished material includes all guides, hoods, operating mechanisms and special features as pertaining to the particular type of door. B. Work not to be furnished by The Cookson Company includes design of, material for and preparation of door openings but not limited to structural or miscellaneous iron work, access panels, finish painting, electrical wiring, conduit and disconnect switches. SUBMITTALS A. Shop Drawings: Show application to project. B. Product Data: Catalog sheets, specifications, and installation instructions for rolling service door assemblies, finishes, and operators. C. Samples: Curtain slat, 1 foot long end piece. D. Contract Closeout Submittals: 1. Operation and maintenance data. 2. Replacement parts list. PRODUCT'S Materials A. The door curtain shall be constructed of interlocking slats -22 gauge. B. Guides are to be constructed to structural angle forming a channel for the curtain to travel in. The guides shall be attached to the wall by minimum 1/2 inch fasteners. (Fastener type to be determined by type of surrounding mounting surface.) C. Brackets are to be constructed of steel plate and shall be bolted to the wall angle with 1/2 inch fasteners. D. All gears shall be cast iron with teeth cast from machine cut patterns. The pinion gear shall not be less than a 3-inch pitch diameter. The gear ratio shall be designed for a maximum manual effort of not more than 30 pounds. E. The barrel shall be steel tubing of not less than 4 inches in diameter. Oil tempered torsion DIVISION 8 - Page 10 of 27 DIVISION 8-DOOMS AND WINDOWS springs shall be capable of correctly counter balancing the weight of the curtain. The barrel shall also be designed to limit the maximum deflection to .03 inch per foot of opening width. F. Hoods shall be fabricated from 24 gauge galvanized steel. Hoods shall be formed to fit the curvature of the brackets. Operation A. Chain Operation shall operate with an endless chain and cast iron reduction gears. B. Motor Operation shall be of the proper size for the type of door selected and shall be activated . by push button controls. Additional control stations for motor operator shall be as noted on the drawings. Locking Locking device shall be standard provided. Finish Galvanized steel curtain and hoods shall have "FinalCoate" finish. All other exposed surfaces shall receive one coat of dark bronze rust inhibiting paint. c EXECUTION Installation All Cookson Company Rolling Door products shall be installed by an authorized Cookson Distributor. Warranty Cookson Company Rolling Door products shall be guaranteed for a period of one year against defects in workmanship and materials from the time of Contract completion. ADJUSTING Adjust and lubricate doors and operating equipment to operate smoothly. Adjust door fit and weatherstripping to make a weathertight fit for the door perimeter. CLEANING Clean doors, and clean work area surfaces that have been soiled performing the Work. END OF SECTION 08311 - OVERREAD COILING DOORS DIVISION 8 - Page 11 of 27 DIVISION 8-DOORS AND WINDOWS � SECTION 08500 —METAL WINDOWS SCOPE Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, installation of pre-engineered building manufacturer's standard aluminum fixed windows. QUALITY ASSURANCE A. All materials shall be free from defects impairing strength, durability or appearance and shall be the best quality for the purpose specified. B. Performance 1. "U" values: ASHRAE .56, Tested .69 2. Structural Rating: A2-HP 50 to 100(dependent on window size) 3. Air Infiltration Rating: A2-HP, .17 rating 4. Water Resistant Ratings: A2-HP, 9.34 rating SUBMITTALS A. Before proceeding with the manufacture of aluminum windows,prepare and submit complete manufacturing and installation drawings, showing all parts of all members indicating thickness of metal, details of construction, and methods of anchoring a relationship of abutting construction. DELIVERY, STORAGE AND HANDLING A. Deliver in ample time to facilitate the work of this Section. B. Take care to protect components during handling and storage. JOB CONDITIONS A. Protect surfaces of aluminum window components during and after installation to preclude any damage. B. Remove and replace all work showing any defects or blemishes without additional expense to the Owner. DIVISION 8 - Page 12 of 27 i DIVISION S-DOORS AND WINDOWS MATERIALS A. Aluminum Fixed Windows: 1. Frame, sash, and panel sections: Extruded aluminum shapes of alloy 6063-TS with a minimum ultimate tensile strength of 22000 P.S.I. with integral thermal structural barriers. Mainframe, sash and panel sections shall have a nominal wall thickness of not less than 0.062" and sills shall have a nominal wall thickness of not less than 0.078". 2. Glass shall be sealed, insulated tempered glazing. 3. Finish: Electrostatically applied baked acrylic enamel finish. Color shall be as selected by the Architect. INSPECTION A. Window openings shall conform to details, dimensions and tolerances shown on the window manufacturer's approved shop drawings. B. Conditions which may adversely affect the window installation must be corrected before installation commences. INSTALLATION A. Install in accordance with the manufacturer's instructions, as herein specified and as shown on the drawings. 1. Set units plumb, level and true to line, without warp or rack of frames or vents. 2. Anchor units securely to surrounding construction with approved fasteners. 3. The exterior joints between the sash, trim and mullions shall be properly sealed watertight with an approved sealant and neatly pointed. 4. Tightly caulk all joints between metal and masonry to insure a watertight job. ADJUSTMENT AND CLEANING A. Adjust windows for smooth operation. B. ,Adequately protect exposed portions of aluminum windows from damage caused by adjacent construction. C. At completion of project, remove protective materials and clean with plain water or water with soap or household detergent. END OF SECTION 08500-METAL WINDOWS DIVISION 8 -Page 13 of 27 DIVISION S-DOORS AND WINDOWS SECTION 03710 -FINISH HARDWARE r SCOPE Furnishing all labor, materials, equipment and appliances necessary or required for finish hardware on swinging doors indicated on schedules and/or shown on drawings including but not limited to hinges, lock or latch sets, dead locks, cylinders, bolts, exit devices, push/pull units, closers and miscellaneous door and access control devices, protection plates, and other ' miscellaneous hardware. QUALITY ASSURANCE A. Standards: All finish hardware shall conform to all the following standards: 1. Testing Laboratories: Underwriters Laboratory (UL) and or Warnock Hersey Fire Laboratories Division: All fire rated doors shall have hardware assemblies approved by one of the listed laboratories. Panic hardware UL Listed only. 2. National Fire Protection Association: NFPA 80 and NFPA 101. 3. Builders Hardware Manufacturers Association(BHMA). 4. American National Standards Institute(ANSI). 5. American Disabilities Act(ADA). 6. Where required,products shall have MEA approval. B. All products specified shall comply with the Buy American Act. C. Supplier: Finish hardware shall be furnished by those having a minimum of 5 years of builders hardware experience and shall have in their employ at least one certified Architectural Hardware Consultants (AHC) to correctly interpret the plans, detailed drawings and specifications. SUBMITTALS A. General: Submit the following in accordance with the provisions of the general contract documents. B. Hardware Schedule: Submit three (3) copies of a vertical hardware schedule. Horizontal schedules will not be accepted. Follow Door and Hardware Institute (DHI) guide lines for scheduling. At the end of the schedule list each door number with appropriate heading number and hardware set number. Furnish initial draft of schedule at the earliest possible date, in order to facilitate the fabrication of other work. Furnish final schedule after samples, manufacturer's data sheets have been approved. C. Product Data: Submit three (3) copies of the manufacturer's data for each item of DIVISION 8 -Page 14 of 27 DIVISION S-DOORS AND WINDOWS hardware. Include whatever information may be necessary to show compliance with requirements. D. Keying Schedule: A key schedule showing all key numbers and spaces to which each permits entry, shall be provided. Consult with OWNER before submitting final key schedule. After final approval has been received, the schedule and the key cabinet, along with the key gathering envelopes containing keys for each lock endorsed with lock number and space designation, shall be turned over to the OWNERS. E. Samples: Prior to submittal of the final hardware schedule and prior to delivery of hardware, submit one (1) sample of each exposed hardware unit. Sample will be reviewed by the ARCHITECT for design, color and texture only. Compliance with other requirements is the exclusive responsibility of the CONTRACTOR. Samples approved by the ARCHITECT shall be turned over to the OWNER for attic stock. F. Wiring Diagrams: Supplier shall furnish riser diagrams, wiring diagrams and point to point diagrams for all electrical hardware specified herein. These diagrams shall be included with the initial draft of the hardware schedule. DELIVERY, STORAGE AND HANDLING A. Handle, store, distribute, protect and install in accordance with the manufacture's instructions. Deliver packaged material in original containers with seals unbroken and labels intact. Deliver assemblies completely identified and with adequate protection for storage, handling and installation. B. Provide secure lock-up for hardware delivered to the project, but not yet installed. Control the handling and installation of hardware which are not immediately replaceable, so that completion of the work will not be delayed by hardware losses; both before and after installation. PROJECT CONDITIONS A. Coordinate hardware with other work. Tag each item or package separately, with identification related to the final hardware schedule, and include basic installation instructions in the package. Furnish hardware items of proper design for use on doors and-frames of the thickness, profile, swing, security and similar requirements indicated and as necessary for proper installation and function. Deliver packaged hardware items to the proper locations for installation. B. Furnish hardware templates to each fabricator of doors, frames and other work to be factory prepared for the installation of hardware. DIVISION 8 -Page 15 of 27 DIVISION 8-DOORS AND WINDOWS WARRANTIES A. The hardware manufacturers shall provide full replacement warranty as listed below. -Surface Closers 25 years -Exit Devices 3 years -Locksets etc. 1 year -Balance of hardware 1 year PRODUCTS MATERIALS AND FABRICATION A. Hand of Door: The drawings show the swing or hand of each door leaf. Furnish each item of hardware for proper installation and operation of the door swing shown. B. Base Metals: Produce hardware units of the basic metal and forming method indicated, using manufacturer's standard metal alloy, composition, temper and hardness but in no case of lesser quality material. C. Fasteners: Manufacture hardware to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self-tapping sheet metal screws. D. Screws: Furnish screws for installation, with each hardware item. Finish exposed screws to match the hardware finish. E. Tools for Maintenance: Furnish a complete set of specialized tools as needed, for the OWNERS continued maintenance,removal and replacement of hardware. F. Concealed Fasteners: Provide concealed fasteners for hardware units which are exposed when the door is closed except to the extent no standard manufacturer's units are available with concealed fasteners. Use thru bolts only where necessary to adequately fasten hardware to the door. HINGES A. Unless otherwise noted, all hinges shall be full mortise five knuckle ball bearing type, template, with non-rising loose pins. All out swinging doors shall be furnished with non-removable pins (NR'). B. All hinges for 1-3/4" thick doors shall be 4"wide in the open position. For other thickness doors hinges shall be of a width to permit unobstructed swing of the doors. C. Size and weight of hinges shall conform to the following: ------ -Up to 36 4-1/2 standard weight DIVISION 8 -Page 16 of 27 DI[VIS]ION 8-DOORS AND WINDOWS -Over 36" to 48" --------5" heavy weight D. Quantity of hinges shall be provided to conform to the following: -Doors up to 60" in heights------------------2 hinges -Doors 60" to 90" in height-----------------3 hinges -Doors 90" and over---------1 hinge every 30" in height E. All hinges shall be the products of one manufacturer. LOCKSETS,LATCHSETS ETC. A. Unless otherwise noted, all locksets and latchsets shall be heavy-duty cylindrical type, function as specified in hardware sets.Furnish wrought steel box strikes. Furnish curved lip strikes with proper lip lengths as required. KEYS,KEYING CYLINDERS AND KEY CABINET A. Keys: shall be nickel silver. All keys shall have visual key control and words "DO NOT DUPLICATE'embossed on one side. Furnish a quantity of keys as follows. -Grand Master Keys 5 each per group -Master Keys 5 each per group -Change Keys 3 each per cylinder -Construction Keys 5 B. Keying: All locks shall be construction keyed and master keyed to a new Best keying system. Hardware supplier shall meet with OWNER to establish keying requirements. All master keys shall be hand delivered to the Owner by the manufacturer or his representative. C. Cylinders: All cylinders shall be min. six pin interchangeable core and shall have visual key control. D. Key Cabinet: Provide a key control system set-up to include envelopes, labels, tags with self- locking key clips, 'receipt forms, 3 way visible card index, temporary markers, permanent markers and standard metal cabinet with locked access. Capacity for 150% of the number of locks required for this project. Instruct OWNER'S representative on the operation of the key control system. DOOR CLOSING DEVICES A. All surface closers shall meet ANSI A156.4 Grade 1 requirements. B. All closers shall be installed so that closer bodies are positioned on room side of doors to and from corridors, i.e., in-swing doors shall be regular arm. Out-swing doors shall have a parallel arm. Regular arm shall be used in connecting doors between rooms. DIVISION 8 - Page 17 of 27 DIVISION 8-DOORS AND WLNDOWS EXECUTION A. Approval: As soon as practical after award of Contract and before a hardware schedule is prepared, and before any hardware is ordered or delivered to the project, the CONTRACTOR shall submit to the ARCHITECT for his written approval, copies of sample list, listing each of the different items of builders hardware and catalog cuts of each item. B. Templates: As soon as the hardware schedule is approved the hardware supplier shall furnish to the various fabricators, required templates for fabrication purposes. Templates shall be made available not more than(10) days after receipt of the approved hardware schedule. C. Packaging and Marking: All hardware shall be shipped with proper fastenings for secure application. Each package of hardware shall be legibly marked indicating the part of the work for which it is intended. Markings shall correspond with the item numbers shown on the approved hardware schedule. Keys shall be tagged within each package set and plainly marked on the face of the envelope with the key control number, door designation and all identification as necessary. D. Delivery: Delivery shall be made to the project site to the attention of the GENERAL CONTRACTOR. Where delivery of special hardware is required at any fabricator's plant, the hardware supplier shall make such delivery. INSTALLATION A. Mount hardware units at heights recommended in "Recommended Locations for Builders Hardware" by BHMA,unless otherwise noted or directed by the ARCHITECT. B. Install each hardware unit in compliance with the manufacturer's recommendations. ADJUST AND CLEAN A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer. Replace units that cannot be adjusted. B. Wherever hardware installation is made more than one (1) month prior to acceptance or occupancy of a space or area,return to the work during the week prior to acceptance make a final check, and adjust all hardware items in such space or area. Adjust door control devices and compensate for final operation of heating and ventilating equipment. C. Instruct OWNERS personnel in proper adjustment and maintenance of hardware and hardware finishes, during the final adjustment of hardware. HARDWARE SETS A. The following is a general listing of hardware requirements and is not intended for use as a final hardware schedule. Any items of hardware required by established standards or practices, or to meet state and local codes or proper door operation shall be furnished whether or not specifically called out in the following listed groups. DIVISION 8 -Page 18 of 27 DIVISION 3-DOORS AND WIl®iDOWS B. APPROVED MANUFACTURERS: 1. Hinges: Stanley,PBB and Bommer. 2. Locksets,Latchsets and Cylinders: Best, Dorma and Schlage. 3. Door Closers: Stanley,Dorma, and Norton. 4. Door Stops: Trimco,Rockwood and Ives. 5. Overhead Stops: ABH,Dorma and Glynn Johnson. 6. Seals and Saddles: Zero (no substitutions). 7. Flush Bolts: Trimco,Rockwood and Ives. 8. Push and Pulls: Trimco and Rockwood. 9. Exit Devices: Precision,Dorma and Sargent. HARDWARE SET# 1 Each to have: Hinges Stanley(see description)x US26D 1 Office Lock Best 93K7-AB-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET# 1 Each to have: Hinges Stanley(see description)x US26D 1 Office Lock Best 93K7-AB-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Closer Stanley D3550 series x US26D 1 Stop Trimco W1211 x US32D 1 set Weatherstripping Zero 328A jambs/head 1 Door Bottom Zero 355A HARDWARE SET# 1B Each to have: Hinges Stanley(see description)x US26D 1 Office Lock Best 93K7-AB-15D x US26D 1 Permanent Core Best(to suit) x US26D 1 Closer Stanley D3550 series x US26D 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET#2 Each to have: Hinges Stanley(see description)x US26D 1 Storeroom Lock Best 93K7-D-15D x US26D DIVISION 8 -Page 19 of 27 DIVISION 8-DOORS AND WINDOWS 1 Permanent Core Best(to suit) x US26D 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET#2A Each to have: Hinges Stanley(see description)x US32D 1 Storeroom Lock Best 93K7-D-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Overhead Stop ABH 1000 series x US32D 1 set Weatherstripping Zero 328A @ jambs &head 1 Door Bottom Zero 367A 1 Saddle Zero (as detailed) HARDWARE SET#2B Each to have: Hinges Stanley(see description)x US26D 1 Storeroom Lock Best 93K7-D-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Closer Stanley D3550 series x Alum 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET#2C Each to have: Hinges Stanley(see description)x US26D 1 Storeroom Lock Best 93K7-D-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Closer/Stop Stanley D3550-S x Alum 1 set Weatherstripping Zero 429A @ jambs &head 1 Door Bottom Zero 355A HARDWARE SET#3 Each to have: Hinges Stanley(see description)x US32D 2 Flush Bolts Trimco W3917 x US26D 1 Dustproof Strike Trimco 3910 x US32D 1 Classroom Lock Best 93K7-R-15D x US26D 1 Permanent Core Best(to suit)x US26D 2 Overhead Stops ABH 1000 series x US32D 2 Silencers Trimco 1229A HARDWARE SET#4 Each to have: DIVISION 8 - Page 20 of 27 DIVISION 8-DOORS AND WINDOWS Hinges Stanley(see description)x US26D 1 Privacy Set Best 93K7-L-1 5D x US26D 1 Door Stop Trimco 1270WV x,US32D 3 Silencers Trimco 1229A HARDWARE SET#4A Each to have: Hinges Stanley(see description)x US26D 1 Privacy Set Best 93K7-L-15D x US26D 1 Overhead Stop ABH 1000 series x US32D 3 Silencers Trimco 1229A HARDWARE SET#4B Each to have: Hinges Stanley(see description)x US26D 1 Privacy Set Best 93K7-L-15D x US26D 1 Closer \ Stanley D3550 series x US26D 1 Stop Trimco 1270WV x US32D 1 set Weatherstripping Zero 328A jambs/head 1 Door Bottom Zero 355A HARDWARE SET#4C Each to have: Hinges Stanley(see description)x US26D 1 set Push Pull Trimco 18944B x US32D 1 Closer' Stanley D3550 series x US26D 1 Stop Trimco 1270WV x US32D 1 set Weatherstripping Zero 328A jambs/head 1 Door Bottom Zero 355A HARDWARE SET#4D Each to have: Hinges Stanley(see description) x US26D 1 set Push Pull Trimco 18944B x US32D 1 Closer Stanley D3550 series x US26D 1 Stop Trimco 1270WV x US32D 3 Silencers Trimco 1229A HARDWARE SET#5 Each to have: 1 Masterkeyed Cylinder Best(to suit)x US26D 1 Temporary Core Best(to suit)x US26D DIVISION 8 -Page 21 of 27 DIVISION 8-DOTS AND WINDOWS 1 Permanent Core Best (to suit) x US26D HARDWARE SET#6 Each to have: 2 Continuous Hinge Stanley 661HD 1 Exit Device Donna 2202 x 1702A x US32D 1 Exit Device Dorma 2203 x 1703A x US32D 1 Masterkeyed Cylinder Best (to suit) x US26D 1 Temporary Core Best (to suit)x US26D 1 Permanent Core Best (to suit)x US26D 2 Door Closer w/stop Stanley 4550-CS x Alum 1 set Weatherstripping Zero 429A jambs/head 1 set Astragal Seals Zero 328A x 328A 2 Door Bottoms Zero 8198A 1 Saddle Zero (as detailed) HARDWARE SET#7 Each to have: 1 Continuous Hinge Stanley 661HD 1 Exit Device Donna 2103 x 1703A x US32D 1 Masterkeyed Cylinder Best(to suit)x US26D 1 Temporary Core Best(to suit)x US26D 1 Permanent Core Best(to suit)x US26D 1 Door Closer w/stop Stanley 4550-CS x Alum 1 set Weatherstripping Zero 429A jambs/head 1 Door Bottom Zero 8198A 1 Saddle Zero (as detailed) HARDWARE SET# 8 Each to have: 2 Continuous Hinge Stanley 661HD 2 sets Push Pulls Trimco 1894-4B x US32D 2 Door Closers Stanley 4550 series x Alum 2 Stops Trimco W1211 x US32D 2 Silencers Trimco 1229A HARDWARE SET# 9 Each to have: 1 Continuous Hinge Stanley 661HD 1 sets Push Pulls Trimco 1894-4B x US32D I Door Closer Stanley 4550 series x Alum 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A DIVISION 8 -Page 22 of 27 DIVISION 8-DOORS AND WINDOWS HARDWARE SET# 10 Each to have: Hinges Stanley(see description)x US26D 1 Passage Set Best 93K0-N-15D x US26D 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET# 11 Each to have: Hinges Stanley(see description)x US26D 1 Classroom Lock Best 93K7-R-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET# 11A Each to have: Hinges Stanley(see description)x US26D 1 Classroom Lock Best 93K7-R-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Closer Stanley D3550 series x Alum 1 Stop Trimco W1211 x US32D 3 Silencers Trimco 1229A HARDWARE SET# 12 Each to have: Hinges Stanley(see description)x US32D 2 Flush Bolts Trimco W3917 x US26D 1 Dustproof Strike Trimco 3910 x US32D 1 Storeroom Lock Best 93K7-D-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Stop Trimco W1211 x US32D 2 Silencers Trimco 1229A HARDWARE SET# 12A Each to have: Hinges Stanley(see description)x US32D ' 2 Flush Bolts Trimco W3917 x US26D 1 Dustproof Strike Trimco 3910 x US32D 1 Storeroom Lock Best 93K7-D-15D x US26D 1 Permanent Core Best(to suit)x US26D 1 Closer/Stop Stanley D3550-5 x Alum 1 set Weatherstripping Zero 429A jambs/head DIVISION 8 - Page 23 of 27 DIVISION 8-DOORS AND WINDOWS 2 Door Bottoms Zero 8193A 1 set Astragal Seals Zero 326A x 326A END OF SEC'T'ION 08710 -FINISH HARDWARE DIVISION 8 -Page 24 of 27 DIVISION 8 -DOOMS AND WINDOWS SECTION 03800 GLAZING SCOPE Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including,but not limited to, the following: 1. Clear Glass 2. Tempered Glass 3. Insulated Glass QUALITY ASSURANCE A. All materials shall be free from defects impairing strength, durability or appearance and shall be of the best quality for the purpose specified. B. Glass shall meet Federal Specification DD-G-451d. C. Glazing compound shall meet Federal Specification TT-G-410. SUBMITTALS Submit samples in accordance with the General Conditions, as requested by the Architect. DELIVERY, STORAGE AND HANDLING A. Deliver products to job site in ample time to facilitate the work of this section. B. Store all glass with due care to prevent breakage. JOB CONDITIONS Protect all glass on the project before, during, and after installation. MATERIALS A. Clear Glass: Type 1 - Primary glass (annealed float) Class 1 Transparent, Quality q-3 Glazing Select; 1/4" thick except as otherwise indicated. B. Laminated Glass: 2 sheets Type 1-Primary Glass (annealed float) Class 1 Transparent, Quality q-5 Glazing B permanently laminated together with a 0.030" thick sheet of clear plasticized polyvinyl butyral. Finished thickness 1/4" except as otherwise indicated. C. Tempered Glass: Type 1-Primary Glass (annealed float) Class 1 Transparent; Quality q-5 Glazing B; heat strengthened by manufacturer's standard process (after cutting to final DIVISION 8 - Page 25 of 27 DIVISION S-DOOMS AND WINDOWS size) to achieve a flexural strength of 4 times normal glass strength. Provide with MANUFACTURER'S SEAL INSCRIBED ON EACH LIGHT, 1/4" thick except as otherwise indicated. D. Safety Glass: Laminated or Tempered as specified above for the following: 1. All doors, both exterior and interior. 2. All sidelights, both exterior and interior. 3. All vision panels, fixed or sliding. E. Insulated Glass: Two sheets of 1/4" thick Type 1-Primary Glass (annealed float) Class 1 Transparent, Quality q-3 glazing select; permanently and hermetically sealed together at edges with spacers, sealant and metal protective edge binding; to provide a dehydrated air space 1/2" thick with a-60 degree dew point. F. Butt Glazing Compound: Silicone sealant. G. Glazing Gaskets: Preforined glazing gaskets formulated of a neoprene compound conforming to the requirements of ASTM C542. Gaskets shall be as detailed on the drawings and shall be as manufactured by the Standard Products Co. H. Glazing Compound: "Dap 1012" as by Dap Inc. or approved equal. 1. Joint cleaner, primer and sealer: Recommended by the manufacturer of the primary glazing material for each specific use. J. All other materials herein specified. MANUFACTURE Unless otherwise noted above, provide products manufactured by Pittsburgh Plate Glass Co., Libby-Owens and Ford Glass Co. or A.F.G. Industries, Inc. INSPECTION Examine conditions and be responsible for the proper arrangement and fit of the work. Correct discrepancies prior to proceeding with the work of this section. INSTALLATION A. Perform all work using mechanics skilled in their trade and execute work in a first class manner. B. Set all glass in a true plane, tight and straight, with proper and adequate clearance, firmly anchored to prevent rattling and looseness, with all edges cleanly cut; do not nip or seam DIVISION 8 - Page 26 of 27 DIVISION 8-DOOMS AND WINDOWS the edges. C. Cut and set sheet window glass with waves running horizontally. D. Set smooth surfaces of figured glass on the outside for exterior openings and on the corridor side for interior,openings. E. Obtain and verify all measurements and size,of work, accept responsibility for the correct and accurate fit of all work. F. Well bed and back putty glass and carefully remove all surplus glazing compound from doors, sash and adjoining work while still fresh. Finish glazing compound in true, even lines, neat and smooth faced. ADJUST AND CLEAN Upon completion of glazing, thoroughly clean all glass surfaces, correct all imperfections, replace and clean all damaged or broken glass before leaving project. END OF SECTION 08800 GLAZETG DIVISION 8 -Page 27 of 27 DWISION 9-FINISHES GENERAL - The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION NO. 9-FINISHES Included in this Division are the following sections: 09250 Gypsum Board 09512 Acoustical Ceiling Tiles 09672 Resinous Flooring 09912 Interior Painting DIVISION 9 -Page 1 of 15 DIVISION 9-FINISHES SECTION 09250 - GYPSUM BOARD SCOPE Furnish all labor, materials, equipment and appliances necessary or required to perform and complete all gypsum drywall work including, but not limited to, the following: 1. Type X Gypsum Board 2. Tape & Spackle 3. Trim and Accessories DELIVERY, STORAGE AND HANDLING Store all materials in an enclosed shelter providing protection from damage and exposure to the elements. Remove damaged or deteriorated materials from the premises. JOB CONDITIONS In cold weather and during the period of gypsum board application and joint finishing, maintain within the building a uniform temperature within the range of 55° F to 70° F. Provide adequate ventilation to eliminate excessive moisture within the building during this same period. MATERIALS A. Type X Gypsum Wall Board: As required, 5/8" thick unless otherwise noted, 48" wide in lengths as long as practical to minimize number of joints. B. Fasteners: Type S Bugle head screws. Lengths as recommended by manufacturer for the various panel thicknesses. C. Corner Bead: Dur-A-Bead No. 103 D. Joint System: USG Perf-A-Tape Reinforcing Tape, with USG Ready-mixed Joint Compound All Purpose F. Other materials hereinafter specified. MANUFACTURE Above listed materials are manufactured by U.S. Gypsum. Equivalent products of National Gypsum or Georgia Pacific will be accepted. END OF SECTION 09250 - GYPSUM BOARD DIVISION 9 - Page 2 of 15 DIVISION 9-FINISHES SEC'T'ION 09512—ACOUSTICAL TILE CEILINGS SCOPE Furnish all labor, materials, equipment and appliances necessary or required to perform and complete all work including,but not limited to,the following: 1. Acoustical Ceiling Tiles 2. Suspension Systems QUALITY ASSURANCE A. Acoustical materials and suspension system shall conform to the "Specifications for Acoustical Tile and Lay-In Panel Ceiling Suspension Systems" as published by the Acoustical Materials Association. B. The acoustical contractor shall be the franchised agent or installer of the materials approved for utilization on his project. In addition, the acoustical contractor shall have been regularly engaged in the installation of materials as described herein for a period of not less than five(5)years dating back from the date bids are received by the Owner. SUBMITTALS A. Submit samples of each type of tile, lay-in panel, and suspension system for Architect's approval in accordance with the requirements of the General Conditions. B. Color, finish and texture of materials delivered to job site shall match approved samples. C. Submit product data for each product to be installed. DELIVERY,STORAGE AND HANDLING A. Deliver acoustical units to the job site in the manufacturer's original,unopened packages. B. Delivered materials shall match the approved samples in all respects. C. Deliver cartons with seals unbroken bearing name of manufacturers. D. Store materials in an enclosed shelter providing protection from damage and exposure to the elements. GUARANTEE Guarantee, all materials and workmanship provided under this Section, for a period of one year from completion date, and on written demand by the Architect within that period, replace or DIVISION 9 -Page 3 of 15 DIVISION 9-FINISHES correct any defective materials or workmanship at no additional cost to the Owner. MATERIALS A. The manufacturer's standard recommendation shall be the minimum acceptable method, material, accessory and/or procedure. However, where said manufacturer's standard recommendations are lesser in any way, shape or form than anything contained herein the acoustical contractor shall proceed in accordance with the provisions of this specification insofar as they may be applicable. B. Ceiling sizes, as required by field conditions. C. Acoustical Tiles 1. Armstrong"Cirrus" a. color white b. size 24"X 24" C. edge square lay-in d. thickness 3/4" D. Metal Suspension System 1. 15/16"Prelude Exposed Grid—Direct hung suspension system INSPECTION Inspect the work on which this section is dependent and report any discrepancies to the Architect, in writing,prior to proceeding with installation. INSTALLATION A. Install ceiling system as per the manufacturer's instructions. B. Install acoustical material in type, size and surface design as specified above. C. Measure each ceiling area and establish layout of tiles to balance border widths at opposite edges of each ceiling. Avoid using less than half width tiles at borders. D. Remove and replace all damaged members. CLEANING A. Following installation clean and leave free from blemishes and defects, all dirty, abraded or discolored surfaces of acoustical work. Remove and replace all work which is damaged or improperly installed at no additional cost to the Owner. Leave the entire installation in a complete and satisfactory condition. DIVISION 9 - Page 4 of 15 DIVISION 9-FINISHES B. All other trades including other prime contractors damaging or causing damage to the finish work under this section shall compensate the Owner,who in turn shall compensate the acoustical contractor for repairs or replacements necessitated by said damage. REPLACEMENT MATERIALS Deliver two (2)unopened cartons of each type of acoustical ti_le to the Owner at the job site upon substantial completion of the work and store where directed. END OF SECTION 09512—ACOUSTICAL TILE CEILINGS DIVISION 9 -Page 5 of 15 DIVISION 9-FINISHES SEC'T'ION 09672—RESINOUS FLOORING SYSTEM DESCRIPTION A. This section includes a resinous flooring system as specified. The work shall consist of preparation of the substrate, the furnishing and application of a pigmented epoxy based floor coating system with urethane topcoat. The system shall have the color and texture as specified by the Owner with a nominal thickness of 23 mils:' It shall be applied to the prepared area as defined in the plans strictly in accordance with the Manufacturer's recommendations. B. Floor system basis of design is the Dur-A-Glaze#4 epoxy coating with urethane (Armor Top) topcoat (15-19 mils). C. Approved equals to be reviewed through submittals. SUBMITTALS A. Product Data: Latest edition of Manufacturer's literature including performance data and installation procedures. B. Manufacturer's Material Safety Data Sheet(MSDS) for each product being used. C. Samples: A 3 x 3 inch square sample of the proposed system. Color, texture, and thickness shall be representative of overall appearance of finished system subject to normal tolerances. QUALITY ASSURANCE A. The Manufacturer shall have a minimum of 10 years of experience in the production, sales, and technical support of epoxy and urethane industrial flooring and related materials. B. The Applicator shall have experience in installation of the flooring system as confirmed by the manufacturer in all phases of surface preparation and application of the product specified. C. No requests for substitutions shall be considered that would change the generic type of the specified System. D. System shall be in compliance with requirements of United States Department of Agriculture (USDA), Food, Drug Administration(FDA), and local Health Department. E. A pre-installation conference shall be held between Applicator, General Contractor and the Owner to review and clarification of this specification, application procedure, quality control, inspection and acceptance criteria and production schedule. DIVISION 9 - Page 6 of 15 DIVISION 9-FINISHES PRODUCT DELIVERY, STORAGE,AND HANDLING A. Packing and Shipping 1. All components of the system shall be delivered to the site in the Manufacturer's packaging, clearly identified with the product type and batch number. B. Storage and Protection 1. The Applicator shall be provided with a storage area for all components. The area shall be between 60 F and 90 F, dry, out of direct sunlight and in accordance with the Manufacturer's recommendations and relevant health and safety regulations. 2. Copies of Material Safety Data Sheets (MSDS) for all components shall be kept on site for review by the Engineer or other personnel. C. Waste Disposal 1. The Applicator shall be provided with adequate disposal facilities for non- hazardous waste generated during installation of the system. PROJECT CONDITIONS A. Site Requirements 1. Application may proceed while air, material and substrate temperatures are between 60 F and 90 F providing the substrate temperature is above the dew point. Outside of this range, the Manufacturer shall be consulted. 2. The relative humidity in the specific location of the application shall be less than 85 % and the surface temperature shall be at least 5 F above the dew point. 3. The Applicator shall ensure that adequate ventilation is available for the work area. 4. The Applicator shall be supplied with adequate lighting equal to the final lighting level during,the preparation and installation of the system. B. Conditions of new concrete to be coated with epoxy material. 1. Concrete shall be moisture cured for a minimum of 7 days and have fully cured a minimum of twenty eight days in accordance with ACI-308 prior to the application of the coating system pending moisture tests. 2. Concrete shall have a flat rubbed finish, float or light steel trowel finish (a hard DIVISION 9 - Page 7 of 15 DIVISION 9 -PMSFIES steel trowel finish is neither necessary or desirable). 3. Sealers and curing agents should not to be used. 4. Concrete surfaces on grade shall have been constructed with a vapor barrier to protect against the effects of vapor transmission and possible delamination of the system. C. Safety Requirements 1. All open flames and spark-producing equipment shall be removed from the work area prior to commencement of application. 2. "No Smoking" signs shall be posted at the entrances to the work area. 3. The Owner shall be responsible for the removal of foodstuffs from the work area. 4. Non-related personnel in the work area shall be kept to a minimum. WARRANTY A. Dur-A-Flex, Inc. warrants that material shipped to buyers at the time of shipment substantially free from material defects and will perform substantially to Dur-A-Flex, Inc. published literature if used in accordance with the latest prescribed procedures and prior to the expiration date. B. Dur-A-Flex, Inc. liability with respect to this warranty is strictly limited to the value of the material purchase. PRODUCTS FLOORING A. Dur-A-Flex, Inc, Dur-A-Gard, Epoxy-Based seamless flooring system 1. System Materials: a. Primer: Dur-A-Flex, Inc, Dur-A-Glaze#4 WB resin and hardener. b. Base Coat: Dur-A-Flex, Inc, Dur-A-Glaze#4 resin and hardener. C. Topcoat: Dur-A-Flex, Inc. Armor Top resin,hardener and grit. 2. Patch Materials a. Shallow Fill and Patching: Use Dur-A-Flex, Inc. Dur-A-Glaze Rapid- Patch b. Deep Fill and Sloping Material (over 1/ inch): Use Dur-A-Flex, Inc. Dur-A-Crete DIVISION 9 - Page 8 of 15 DIVISION 9-FINISHES MANUFACTURER A. Dur-A-Flex, Inc., 95 Goodwin Street, East Hartford, CT 06108 Phone: (860) 528-9838, Fax: (860) 528-2802 B. Manufacturer of an approved system shall be single source and made in the USA. PRODUCT REQUIREMENTS A. Primer Dur-A-Glaze#4 WB 1. Percent Solids 56 % 2. VOC 2 g/L 3. Bond Strength to Concrete ASTM D 4541 550 psi, substrates fails 4. Hardness, ASTM D 3363 3H 5. Elongation, ASTM D 2370 9 % 6. Flexibility(1/4: Cylindrical mandrel), ASTM D 1737 Pass 7. Impact Resistance, MIL D-2794 >160 6. Abrasion Resistance ASTM D 4060, CS 17 wheel, 1,000 g Load 30 mg loss B. Broadcast Coat Dur-A-Glaze#4 1. Percent Solids 100 % 2. VOC 3.8 g/L 3. Compressive Strength,ASTM D 695 11,200 psi 4. Tensile Strength,ASTM D 638 2,100 psi 5. Flexural Strength,ASTM D 790 5,100 psi 6. Abrasion Resistance, ASTM D 4060 C-10 Wheel, 1,000 gm load, 1,000 cycles 29 mg loss 7. Flame Spread/NFPA-101, ASTM E 84 Class A 8. Impact Resistance MIL D-24613 0.0007 inches, no cracking or delamination 9. Water Absorption. MIL D-24613 Nil 10. Potlife @ 70 F 20 minutes C. Topcoat Armor Top 1. Percent Solids 95 % 2. VOC 0 g/L 3. Tensile Strength,ASTM D 2370 7,000 psi 4. Adhesion, ASTM 4541 Substrate Failure 5. Hardness, ASTM D 3363 4H 6. 600 Gloss ASTM D 523 70 7. Abrasion Resistance, ASTM D4060 Gloss Satin CS 17 wheel (1,000 g load) 1,000 cycles 4 8 mg loss with grit 10 12 mg loss without grit DIVISION 9 - Page 9 of,15 DIVISION 9 -FINISHES 8. Pot Life, 70 F, 50%RH 2 Hours 9. Full Chemical Resistance 7 days EXAMINATION A. Examine substrates, areas and conditions, with Applicator present, for compliance with requirements for maximum moisture content, installation tolerances and other conditions affecting flooring performance. 1. Verify that substrates and conditions are satisfactory for flooring installation and comply with requirements specified. PREPARATION A. General 1. New and existing concrete surfaces shall be free of oil, grease, curing compounds, loose particles, moss, algae growth, laitance, friable matter, dirt, and bituminous products. 2. Moisture Testing: Perform tests recommended by manufacturer and as follows. a. Perform relative humidity test using is situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75% relative humidity level measurement. b. If the relative humidity exceeds 75% then Dur-A-Flex, Inc Dur-A- Glaze MVP Primer moisture mitigation system must be installed prior to resinous flooring installation. Slab-on grade substrates without a vapor barrier may also require the moisture mitigation system. 3. There shall be no visible moisture present on the surface at the time of application of the system. Compressed oil-free air and/or a light passing of a propane torch may be used to dry the substrate. 4. Mechanical surface preparation a. Shot blast all surfaces to receive flooring system with a mobile steel shot, dust recycling machine (Blastrac or equal). All surface and embedded accumulations of paint, toppings hardened concrete layers, laitance, power trowel finishes and other similar surface characteristics shall be completely removed leaving a bare concrete surface having a minimum profile of CSP 3-4 as described by the International Concrete Repair Institute. b. Floor areas inaccessible to the mobile blast machines shall be DIVISION 9 -Page 10 of 15 DIVISION 9-iE'MSHES mechanically abraded to the same degree of cleanliness, soundness and profile using diamond grinders, needle guns, bush hammers, or other suitable equipment. C. Where the perimeter of the substrate to be coated is not adjacent to a wall or curb, a minimum 1/8 inch key cut shall be made to properly seat the system, providing a smooth transition between areas. The detail cut shall also apply to drain perimeters and expansion joint edges. d. Cracks and joints (non-moving) greater than 1/8 inch wide are to be chiseled or ' chipped-out and repaired per manufacturer's recommendations. 5. At spalled or worn areas, mechanically remove loose or delaminated concrete to a sound concrete and patch per manufactures recommendations. APPLICATION A. General 1. The system shall be applied in four distinct steps as listed below: a. Substrate preparation b. Priming C. Base coat application. d. Topcoat application 2. Immediately prior to the application of any component of the system, the surface shall be dry and any remaining dust or loose particles shall be removed using a vacuum or clean, dry, oil-free compressed air. 3. The handling, mixing and addition of components shall be performed in a safe manner to achieve the desired results in accordance with the Manufacturer's recommendations. 4. The system shall follow the contour of the substrate unless pitching or other leveling work has been specified by the Architect. 5. A neat finish with well-defined boundaries and straight edges shall be provided by the Applicator. B. Primer 1. The primer shall be Dur-A-Glaze #4 WB that is mixed at the ratio of 1 part resin to 4 parts hardener per the manufacturer's instructions. 2. The primer shall be applied by 1/8 inch notched squeegee and back rolled at r DIVISION 9 -Page 11 of 15 DIVISION 9 -FINISHES the rate of 200-250 sFgal to yield a dry film thickness of 4 mils. C. Base Coat 1. The base coat shall be comprised of two components, a resin, and hardener as supplied by the Manufacturer. 2. The resin shall be added to the hardener and thoroughly mixed by suitably approved mechanical means. 3. The base coat shall be applied over horizontal surfaces using "v" notched squeegee and back rolled at the rate of 150-200 sf/gal to yield a dry film thickness of 8-12 mils. D. Topcoat 1. The topcoat of Aim-or Top shall be roller applied at the rate of 500 sf/gal to yield a dry film thickness of 3 mils. 2. The topcoat shall be comprised of a liquid resin, hardener and optional grit (for abrasion resistance) and/or grip (For slip resistance) that is mixed per the manufacturer's instructions. 3. The finish floor will have a nominal thickness of 15-19 mils. FIELD QUALITY CONTROL, A. Tests, Inspection 1. The following tests shall be conducted by the Applicator: a. Temperature 1. Air, substrate temperatures and, if applicable, dew point. b. Coverage Rates 1. Rates for all layers shall be monitored by checking quantity of material used against the area covered. CLEANING AND PROTECTION A. Cure flooring material in compliance with manufacturer's directions, taking care to prevent their contamination during stages of application and prior to completion of the curing process. B. Remove masking. Perform detail cleaning at floor termination, to leave cleanable surface for subsequent work of other sections. END OF SECTION 09672—RESINOUS FLOORING DIVISION 9 -Page 12 of 15 DIVISION 9-FINISHES SECTION 09912—INTERIOR PAINTING SCOPE Furnish all labor, materials, equipment and appliances necessary or required to perform and complete all interior painting including, but not limited to, the following: 1. Walls and ceiling 2. Millwork, windows and doors as required APPROVED PAINT MANUFACTURERS 1. Benjamin Moore&Company 2. The Glidden Company 3. Sherwin-Williams Company 4. Or approved equal PAINT MATERIALS A. All finish paint colors used shall be as selected by the Owner and or Engineer/Architect. B. Contractor to supply and install the following: 1. Benjamin Moore Eco Sped Interior Latex Eggshell Enamel 2. Benjamin Moore Eco Sped Interior Latex Semi-Gloss Enamel EXTRA MATERIALS A. Amount: Upon completion of the work of this section, deliver to the Owner an extra 2 gallons of each color, type, and gloss of paint used on the work. B. Packaging: Tightly seal each container and clearly label with the contents and location used. DELIVER'AND STORAGE A. Deliver materials to the job site in original containers and packages bearing the manufacturer's name, type and brand. Paints shall be delivered ready-mixed except as otherwise approved. B. Store materials and equipment used on the job in a single designated space. Keep storage area neat and clean and floors adequately protected from paint spillage. Place cloths and cotton waste which might constitute a fire hazard in metal containers; remove at the end of each work day. DIVISION 9 -Page 13 of 15 DIVISION 9-FINISHES PREPARATION A. General - Surfaces to receive paint shall be clean, dry and free of all matter which will affect adhesion of paint or appearance of finished surfaces. B. Fixtures: Remove lighting fixtures, canopies, switch plates, receptacle plates and the like before painting adjacent surfaces; replace after painting. Protect flush type fixtures. C. Protection of Adjoining Surfaces: 1. Prior to application of paint, remove fixture frames, escutcheons,' cover plates and other similar objects on walls and store in protected area until ready to be replaced. 2. Use tarps, drop cloths, masking tape and other suitable covers as required to protect adjacent and underlying surfaces which are likely to be stained, spotted or otherwise marred. PAINT APPLICATIONS A. All surfaces to be painted must be primed. B. All joints of dissimilar materials (i.e. base trim to gyp. wall) are to be caulked with painters caulk after the primer is dry and before the first finish coat of paint. C. The contractor is to follow the manufacturer's instructions when applying primer and paint. D. The contractor is to sand and clean all painted surfaces between each coat. E. Material for succeeding coats on any one surface shall be the product of the same manufacturer furnishing the first or primer- sealer coat for that particular surface except where metal primer is used applied in accordance with manufacturer's recommendation. F. Exercise care so that paint does not splatter. When splattering does occur, remove promptly. G. Primer and intermediate coats of paint shall be unscarred and completely integral at the time of application of each succeeding coat. Each coat of paint shall be inspected and approved before the succeeding coat is put on. Tint each coat of paint a slightly different shade for identification of the different coats. H. The number of coats hereinafter specified is in addition to any shop primer coats. DIVISION 9 - Page 14 of 15 i DIVISION 9-FINISHES PAINTING SCHEDULE 1. Primed Ferrous Metals door frames and doors not factory finished. (Other than Galvanized Steel) a. Two coats Alkyd flat or alkyd enamel (as selected) 2. Finished gypsum board walls and ceilings a. One coat Latex Primer b. Two coats Latex Enamel(as selected) CLEAN-UP A. Upon completion of the work, remove staging, scaffolding and containers from the site; leave storage areas in acceptable condition. B. Replace fixture frames, escutcheons, cover plates and other similar items which were removed during painting. Paint stops and stains shall be completely removed without damage to surface. END OF SECTION 09912—INTERIOR PAINTING DIVISION 9 -Page 15 of 15 DIVISION 10 -SPECIALTIES GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION NO. 10- SPECIALTIES Included in this Division are the following sections: 10150 Toilet Partitions 10400 Signs 10500 Lockers 10520 Fire Extinguishers 10800 Toilet Accessories DIVISION 10 -Page I of 10 DIVISION 10- SPECIALTIES SECTION 10150 -TOILET PARTI'T'IONS SCOPE This section includes baked enamel toilet partitions, hardware and structural accessories. SUBMITTALS A. Shop drawings: Showing layout of toilet partitions. B. Product data: Manufacturer's catalog cuts of typical panel, pilaster, door, hardware and fastening. C. Color chips: Manufacturer's complete range of 18 standard colors for baked enamel. The Owner shall determine color prior to ordering. D. Finishes: Baked enamel. QUALITY ASSURANCE A. Components of toilet partitions shall be sourced from one single source manufacturer who certifies that materials meet or exceed specifications. B. Installation: Installer shall have a history of completed jobs of similar size and scope, and shall be qualified. DELIVERY, STORAGE ANIS IIANDILING Pre-finished materials shall be delivered to the job site in original, unopened cartons or other packaging materials necessary to protect finishes. Materials shall be stored in manufacturer's packaging until installation. Partitions shall be stored in horizontal position with adequate support to ensure flatness and to prevent damage to pre-finished surfaces. PROJECT CONDITIONS Building shall be enclosed and provide complete protection from outside weather. Temperature within building shall be above a minimum of 60°F. WARRANTY A. Manufacturer shall provide a 15-year warranty against rusting of panels from the inside. B. Manufacturer shall provide a 5-year warranty for all chrome hardware, and a lifetime warranty for stainless steel hardware. DIVISION 10 -Page 2 of 10 DIVISION 10 - SPECIALTIES MANUFACTURER The baked enamel partitions shall be products manufactured by The Mills Company, subsidiary of Bradley Corp., Menomonee Falls, WI, www.bradleycorp.com or approved equal. EQUIPMENT SentinelTM Floor Mounted Overhead Braced Series 400 toilet partition system or approved equal. COMPONENTS A. PermasealTM edges shall be formed as a two-piece unit to interlock together to provide a watertight fit. Corners are to be brazed and finished smooth. PermasealTM components shall not utilize crown molding. 1. PermasealTM Panels: 1" thick panels shall be manufactured from 22-gauge galvannealed steel, spaced and insulated with a moisture-resistant honeycomb core, adhered to the inner surfaces and set under pressure to cure. 2. PermasealTM Doors: 1" thick doors shall be manufactured from 22-gauge galvannealed steel, spaced and insulated with a moisture-resistant honeycomb core, adhered to the inner surfaces and set under pressure to cure. 16 and 14- gauge welded reinforcements shall be provided at top and bottom hinges. Concealed molybdenum cam to be factory installed. Door top to be drilled to receive top hinge pin providing three-point anchor. Slide latch holes to be pre- punched to permit field installation of concealed ADA compliant slide latch. 3. PermasealTM Pilasters: 1-1/4" thick pilasters shall be manufactured from 20- gauge galvannealed steel, spaced and insulated with a moisture-resistant honeycomb core, adhered to the inner surfaces and set under pressure to cure. The floor edge of the pilaster shall be provided with an internally welded 18- gauge reinforcement that will accept a 3/8" zinc-plated jack bolt for leveling. The bracket shall connect to two "L" brackets that are secured to the floor and will- allow for a full range of adjustment. 4. Urinal screens shall have the same construction as doors, panels and pilasters. Urinal screens shall be 42" high and mounted at 18" above the finished floor. B. Headrail of etched and anodized aluminum shall be extruded with "anti-grip" profile clamps over pilasters and shall be secured to the wall with stainless steel brackets. C. 3" high one-piece shoe of type 304 stainless steel shall be secured by concealed retainer clips. D. Hardware: Mills heavy-duty chromed Zamac hardware and fasteners DIVISION 10 -Page 3 of 10 DIVISION IO-SPECIALTIES necessary to complete an installation shall be provided. 1. Hinges shall wraparound and be thru-bolted to the pilasters and shall have true gravity cams concealed within the door. The closing position of each hinge shall be fully adjustable. 2. Concealed slide latch shall provide emergency egress, shall not require any twisting motion and shall be ADA compliant. 3. Strike and keeper to be provided as surface mounted. 4. Coat hook and wall bumper shall be provided for in-swing doors. Door pulls shall be added for out-swing doors. 5. Stirrup-type, single-ear, double-ear and U-brackets shall be provided at appropriate locations. 6. Fastener for hinges, slide latch and keeper shall be zinc-plated with theft-resistant heads. 7. Fastener for brackets shall be zinc-plated with torx-heads. FINISHES Baked enamel partitions shall be cleaned and finished with automatically applied electrostatic high-grade synthetic enamel and oven-baked to provide a mar-resistant finish. INSPEC'T'ION Before installation, the installer shall inspect the site to ensure that no defects or conditions exist which would result in an unsatisfactory installation of the partitions. Measurements should also be taken at this time to further ensure correct installation. INSTALLATION A. Install partitions, screens, dressing compartments and enclosures in accordance with shop drawings and manufacturer's current installation instructions. Leave partitions complete, clean and free from defects in workmanship. B. Doors and hardware shall be thoroughly adjusted and left in proper working condition. Set doors in open or closed position as required. C. Outswing doors of more than 105° must have a wall or panel to stop door travel. (Note: Failure to follow manufacturer's recommended installation procedures voids warranty.) DIVISION 10 - Page 4 of 10 DIVISION 10-SPECIALTIES CLEANING All rubbish and cartons generated by installer shall be removed and area left broom clean. END OF SECTION 10150-TOILET PARTITIONS DIVISION 10 -Page 5 of 10 DIVISION 10 - SPECIALTIES SECTION 10440—SIGNS GENERAL A. All signs shall be in conformance with Building Code of New York State, Chapter 11 Accessibility Code for Building Construction(Section 1110). B. All rooms or spaces shall have at least one identifying sign. C. Signs shall be SPJ (0.125 Matte Finished Acrylic)unframed acrylic plaque, face only, no backplate as manufactured by ASI Sign Systems Inc., 555 West 25th Street, New York, NY 10001, or approved equal. D. Provide (1) sign at each room listed: bathrooms, offices, break room, utility / mechanical, locker room,parts, tire storage. E. Height of letters shall be 2". Style shall be helvetica bold. F. Mounting height shall be as shown on the Drawings or determined by the Engineer in the field. G. All signage required by the Fire Marshal shall be included at no additional cost. END OF SECTION 10440—SIGNS DIVISION 10 - Page 6 of 10 ,a DIVISION 10-SPECIAL'T'IES SECTION 10500 -LOCKERS GENERAL Lockers shall be Superior AQUAMAX HDPE Solid Plastic Wardrobe and Box Lockers as manufactured by List Manufacturing or approved equal. HDPE (high-density polyethylene) shall be of uniform color and texture. Fabricate lockers square, rigid and without warp. Lockers constructed of other materials, including materials with a core and not of solid plastic, will not be acceptable. Locker units will ship factory pre-assembled. COLOR Door and accessory color to be selected from manufacturer's standard list of colors. Body components shall be white in color for production lockers. DOORS Shall be fabricated of 1/2" thick HDPE. Doors shall be the full width of the locker and shall be frameless, allowing access to the entire width of the locker. Framed doors are unacceptable. Plain doors with perimeter ventilation shall provide ventilation properties superior to that of traditional framed doors. BODY Sides, tops, bottoms, back, and shelves shall be made from high impact, high density, polyethylene (HDPE) 3/8" thick and shall be white in color. Body incorporates mortise and tenon construction and shall be mechanically fastened together with stainless steel fasteners. Multiple width units will share intermediate sides and Have unit width top, bottom, back and shelf/tier divider. LATCH ASSEMBLY The latching mechanism for wardrobe doors 20" high and higher shall be lift control type. Latching is achieved using an activation bar and multiple slide bars made of the same of similar materials as the locker body and doors and an additional 11 gauge type 304 stainless steel hasp mounted to the locker body that protrudes through door and aligns with lift handle. Box lockers 18"high and under include a single-point thru-the-door finger pull with 11 gauge type 304 stainless steel padlock hasp. All doors are prepared for use with a padlock. DIVISION 10 -Page 7 of 10 DIVISION 10 - SPECIALTIES A; WARDROBE DOOR HANDLE Shall be made of injection molded HDPE or similar material and shall have an antimicrobial efficacy rating of 4.0 or greater. Handle shall move up and down in a vertical movement and shall require less than 5 lbs. of lifting force to operate in accordance with ADA requirements. HINGES r' Shall be heavy-duty continuous full height extruded aluminum with a powder coating to match the locker door color. Hinge knuckles shall be separated with two nylon washers. Hinges shall be fasted to door and body with theft proof stainless steel fasteners. ACCESSORIES Slope top, end panels, fillers and 6 "base shall be manufactured of the same color, thickness and HDPE material as the locker doors. EQUIPMENT Furnish each locker with the following items, unless otherwise noted: A. Single tier locker openings 60" and 72" high shall include one hat shelf and two single prong hooks fabricated of 11 gauge type 304 stainless steel attached to locker body with theft proof stainless steel hardware B. Double tier locker openings 30" and 36 high and Z-tier locker openings shall include two single prong hooks fabricated of 11 gauge type 304 stainless steel attached to locker body with theft proof stainless steel hardware C. Locker openings 24"high and under shall not include hooks D. All lockers shall include an engraved aluminum number plate fastened to the door with theft proof fasteners 20-YEAR WARRANTY Superior AQUAMAX Plastic Lockers are covered against all defects in materials and workmanship excluding damage resulting from deliberate destruction and vandalism under this section for a period of 20 years. ENI) OF SECTION 10500 -LOCKERS DIVISION 10 -Page 8 of 10 DIVISION 10 - SPECIALTIES SECTION 10520—FIRE EXTINGUISHERS SCOPE A. The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete the installation of.- 1. f1. Fire Extinguishers (6 required). /SUBMITTALS Complete and accurate details and illustrated literature shall be submitted to the Engineer for approval. No installation shall be made without the prior approval of the Engineer. FIRE EXTINGUISHERS A. Dry chemical fire extinguishers of five pound capacity shall be furnished capable of extinguishing Class A, B, C fires and installed complete with hanger fitting. Note: Type and location are to be subject to the approval of the Fire Marshal's Office. E. All fire extinguishers shall be of manufacture approved by the Fire Marshal. F. All fire extinguishers shall be fully charged and left ready for operation. FIRE EXTINGUISHER MOUNTING Fire extinguishers shall be wall mounted with the top not more than 5 FT above the floor. The extinguishers shall be located in accessible and visible locations within the means of egress. ENI) OF SECTION 10520—FIRE EXTINGUISHERS DIVISION 10 -Page 9 of 10 DIVISION 10-SPECIALTIES SECTION 10800-TOILET ACCESSORIES SCOPE A. Toilet accessories specified herein have been selected from the current catalog of Bobrick Washroom Equipment, Inc. Products of equal quality, design and function, will be approved. B. Installation of all equipment shall be done in strict accordance with the approved manufacturer's printed directions utilizing the proper anchorage and attachments to the various wall finishes as designated by the manufacturer. C. Location of the various accessories not indicated on the Drawings shall be placed at the direction of the Engineers in the field. D. The Owner shall be supplied with (3) copies of all keys required to access the toilet accessories. E. The Electrical Contractor shall furnish and install,the electric hand dryer units in the toilets. SOAP DISPENSER Soap dispenser shall be as manufactured by Bradley or approved equal. Style shall be model No. 6562-13, stainless steel, tank type, surface mounted,ADA compliant, with lather soap valve. TOILET TISSUE DISPENSERS Toilet tissue dispensers shall be as manufactured by Bradley or approved equal. Style shall be �n model No. 5402 stainless steel, surface mounted and dual roll dispenser. GRAB BARS Grab bars shall be as manufactured by Bradley or approved equal. Style shall be model No. 812 stainless steel, 1-1/2" O.D., and length as required by drawings and Code. MIRRORS Mirrors shall be vandal-resistant 1/4" glass with stainless steel frame and concealed fasteners. Locate and size mirror as per Interior Elevation Drawings. END OF SECTION 10800-TOILET AND UTILITY ROOM ACCESSORIES 1 ' DIVISION 10 -Page 10 of 10 DIVISION 13 - SPECIAL CONSTRUCTION J GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS-DIVISION NO. 13—SPECIAL CONSTRUCTION Included in this Division are the following sections: 13121 Pre-Engineered Timber Column Structure 13411 Aboveground Storage Tank 13850 Leak Detection&Alarm System 13851 Fire Alarm System s - DIVISION 13 - Page 1 of 19 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 13121 —PRE-ENGINEERED TIMBER COLUMN STRUCTURE PART 1 GENERAL, 1.01 SECTION INCLUDES A. Pre-Engineered factory and field fabricated Timber Column Structure B. Prefinished metal roofing and wall panels C. Prefinished metal trim items D. Prefinished soffits E. Pre finished gutters and downspouts 1.03 RELATED SECTIONS 1.04 DEFERENCE STANDARDS A. 2010 New York State Building Code B. ASCE - 7 C. Preservative Treated Lumber 1. American Wood Protection Association(AWPA) a. Commodity Specification C2 (2001), Preservative Treatment By Pressure Processes b. Use Category System U1, User Specification for Treated Wood C. UC4A (Important Structural—Ground Contact) d. UC413 (Structural Support—Ground Contact) e. Items treated under AWPA standards shall bear the quality mark of an independent testing agency or service 2. International Code Council Evaluation Service (ICC-ES) _ a. Items treated under ICC-ES reports shall meet or exceed the applicable standard and shall bear the quality mark of an independent testing agency or service 3. Federal Specification TT-W-571-J. D. Framing Lumber 1. Lumber Grading Rules and Wood Species a. National Design Specification for Wood Construction, current edition b. Northeastern Lumber Manufacturer's Association, Inc. (NELMA) C. Southern Pine Inspection Bureau(SPIB) d. West Coast Lumber Inspection Bureau(WCLIB) e. Western Wood Products Association (WWPA) E. Wood Trusses 1. All lumber used in the design of wood trusses shall be kiln dried to maximum 19% moisture content and graded in accordance with the current grading rules. Design stresses allowed are those listed in the current editions of the respective Lumber Association's grading rules. DIVISION 13 - Page 2 of 19 DIVISION 13-SPECIAL CONSTRUCTION 2. The design of wood members shall be in accordance with the formulas published in the 2001 edition of the National Design Specification for Wood Construction. 3. Light metal toothed connector plates and joint design shall conform to specifications _ as set forth in the 2002 edition of Truss Plate Institute's Design Specification for Metal Plate Connected Wood Trusses (TPI-2002). a. Connector plates shall be fabricated in accordance with applicable ICC-ES standards. 4. Truss members and joints shall be designed in accordance with TPI-2002. All truss designs shall be accompanied by complete and accurate shop drawings and contain the following information: a. Slope or depth, span and spacing of the truss b. Heel bearing height C. Design loading to include: 1. Top chord live load 2. Top chord dead load 3. Bottom chord dead load 4. Concentrated loads and their points d. Adjustments to lumber and plate design values for conditions of use e. Plate type, thickness of gauge and size f. Lumber size, species and grade for each member 1.05 SYSTEM DESCRIPTION A. 80'-0" Clear span,roof pitch 3 on 12 B. Column spacing as per pre-engineered building manufacturer C. Primary framing 1. Columns 2. Trusses 3. Wind bracing D. Secondary framing 1. Perimeter baseboards and preservative treatment 2. Wall girts 3. Purlins 4. Overhang rafters and fascia 5. Ancillary blocking or furring as required E. Roof Covering 1. Prefinished ribbed metal panels 2. Other roof coverings as required F. Wall Covering 1. Prefinished ribbed metal panels &trim 2. Other wall coverings as required G. Insulation and Liner package 1. Prefinished ribbed metal panels DIVISION 13 - Page 3 of 19 DIVISION 13 -SPECIAL CONSTRUCTION 1.06 DESIGN REQUIREMENTS The structural elements of the Pre-Engineered Timber Column Structure shall be designed and fabricated in accordance with the requirements of the 2010 NYS Building Code and ASCE -7 A. Roof Design Loads 1. Top Chord Live Load: 25 PSF 2. Top Chord Dead Load: 15 PSF 3. Bottom Chord Dead Load: 10 PSF 4. Bottom Chord Point Loads: 1,000 # (truss engineer to verify equipment loading) 5. Unbalanced Snow Loads: as per code B. Wind Speed 1. 120 MPH (V3s). Exposure`B" C. Roof and wall system shall be able to withstand the imposed loads with maximum allowable deflection of L/360. D. Assembly shall permit movement of components without buckling, failure of joint seals, undue stress on fasteners or other detrimental effects. E. Size and fabrication of wall and roof systems to be free of distortion or defects that would be detrimental to appearance or performance. 1.07 SUBMITTALS A. Provide four (4) sets of the following bearing the seal of a Professional Engineer,registered in the State of New York- 1. Complete and detailed shop and erection drawings showing size and location of each part and component, certifying that the building design meets specified roof and wind loading requirements 2. Truss engineering analysis and design data, including the following: a. Axial forces and bending moments for each member b. Basic plate design value C. Design analysis of each joint showing that proper plates have been applied 3. Manufacturer's standard color chart 1.08 PROJECT RECORD DOCUMENTS A. Submit four(4) sets of final as-built drawings 1.09 QUALITY ASSURANCE A. Fabricate members in accordance with standard industry practice 1.10 QUALIFICATIONS A. Contractor shall have a minimum of twenty years documented experience in the manufacture and erection of this type of structure. B. Design structural components under direct supervision of a Professional Engineer experienced in design of this work and licensed in the State of New York. DIVISION 13 -Page 4 of 19 DIVISION 13 -SPECIAL CONSTRUCTION C. Employ adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper and safe performance of the work. D. Contractor shall be responsible for all materials, whether furnished by himself or a subcontractor and proper storage of the same. 1.11 REGULATORY REQUIREMENTS A. Contractor shall be responsible for compliance with 2010 NYS Building Code and ASCE - 7 and all local ordinances covering the work. B. Contractor shall cooperate with regulatory agencies or authorities to provide data as requested. 1.12 PRE-CONSTRUCTION MEETING A. A pre-construction meeting will convene on site' no later than one week prior to commencing work. 1.13 FIELD MEASUREMENTS A. Field measurements shall be taken to verify that components'match shop drawings. 1.14 DELIVERY, STORAGE AND HANDLING - A. Deliver and store prefabricated components (trusses, columns, steel panels and other items) so that they will not be damaged or deformed. B. Stack materials on platforms, pallets or other structures covered with tarpaulins or other suitable weather-tight ventilated covering. Handle and store structural parts in a manner that will avoid deforming members or subjecting parts to excessive stresses. C. Store roofing and siding panels to allow water to drain freely. D. Panels shall not be stored in contact with other materials that may cause staining or discoloration. 1.15 PROJECT CONDITIONS A. Coordinate all work with other trades on site. B. Fit carpentry work to other work. Scribe and cope as required for accurate fitting. C. Correlate location of furring,'nailers, blocking and supports to allow for attachment of other work. 1.16 CERTIFICATIONS A. The following certifications shall be submitted: 1. Certification of the sheet steel supplier stating: a. Minimum thickness of metallic coating steel in decimal inch b. Identification of all metallic coatings C. Coating weight range DIVISION 13 -Page 5 of 19 DIVISION 13 - SPECIAL:, CONSTRUCTION d. Verification that material supplied is in conformance with applicable ASTM standard as stated in the technical specification 2. Certification of paint supplier stating: a. Generic chemistry of exterior side topcoat b. Percentage of polyvinylidene difluoride (PVDF) in resin 3. Certification of sheet steel coater stating: a. Nominal paint film thickness in mils (one mil equals one thousandth of an inch) 4. Certification of treated lumber stating: a. Preservative type b. Preservative retention in the wood (pounds per cubic foot of wood) C. Depth of assay zone d. Compliance of preservative and its retention in wood with AWPA or ICC-ES standards 5. Certification of structural loading and column point reactions a. Show all wind loading requirements and bracing b. Show all column locations and loading reactions 6. Warranty a. Sample copy of warranty to be issued at completion of project b. Verification that warranty meets or exceeds the requirements stated in the technical specification 1.17 WARRANTY A. The building manufacturer shall supply a warranty to the Owner which shall provide that the manufacturer will: 1. For a period of fifty(50) years: a. Absorb repair or replacement costs, including materials and labor, if any preservative treated lumber fails due to decay or insect attack b. Repair, or at its discretion,replace free of charge the building framework, including roofing and/or siding panels, if directly damaged by snow-loads. 2. For a period of thirty-five (35) years: a. Repaint any roofing or siding panel on which, under conditions of normal weather, the paint has separated from the panels due to flaking or peeling. b. Repaint any roofing or siding panels on which,under conditions of normal weathering, chalking greater than a rating of 8 (ASTM D4212 Method `A') or color change greater than five (5) units (ASTM D2244) has occurred. 3. For a period of ten(10)years: a. Repaint any roofing or siding panel on which, under conditions of normal weather, exhibit corrosion resulting in red rust greater than 1/2 inch from any sheared edge which is clearly visible in casual observation. 4. For a period of five (5) years: a. Repair, or at its discretion,replace free of charge the building framework, including roofing and/or siding panels, if directly damaged by wind loads, unless damage is caused by flying or falling objects. b. Repair any roof leaks due to defects in materials or workmanship. DIVISION 13 -Page 6 of 19 DIVISION 13 - SPECIAL CONSTRUCTION 5. For a period of one (1)year: a. Repair other building parts that prove to be defective in materials or workmanship. 6. The manufacturer shall not be liable for damage due to deterioration caused by interior chemical vapors and/or dust, deterioration from proximity to salt water body or aggressive exterior atmosphere, damage by flying or falling objects, or collateral damage to interior walls, ceiling, partitions, equipment and/or contents, or cost of preparation of the site PART 2 PRODUCTS 2.01 , MANUFACTURERS —BUILDING SYSTEM _ A. MORTON BUILDINGS, INC., Morton, Illinois 1-800-447-7436 (local area 631-734-4060) B. Other manufacturers offering similar systems 1. Fetterville Sales, East Earl PA 1-800-331-1875 2. As approved by project architect. 2.02 MATERIALS—FRAMING A. Columns (Columns on Concrete Foundation or Alternate Foundation) See also 2.04 1. Factory fabricated from minimum 3-ply No. 1 SYP 2. Provide factory or field installed blocking on outside face of column between nailers. B. Wood Trusses 1. Lumber a. Top Chord: Southern Yellow Pine of size and grade to meet design requirements b. Bottom Chord: Southern Yellow Pine of size and grade to meet design requirements C. Webs: Southern Yellow Pine of size and grade to meet design requirements 2. Trusses shall be constructed of surfaced lumber(S4S) and compliant with SPIB visual and structural grade requirements 3. Plates: Connector plates shall meet design requirements and shall be compliant with applicable ICC-ES standards and specifications 4. Design and fabricate tresses and connections to withstand snow, wind and all dead loads. 5. Fabricate trusses in plant, using mechanical or hydraulic fixtures as required to bring members into contact. Install plates in accordance with manufacturer's instructions. C. Baseboards 1. 2"x 8"No. 1 Southern Yellow'Pine with 1/2"X' 7/16"notch 2. Pressure treated with wood preservative to a retention in compliance with applicable AWPA or ICC-ES standards and specifications and kiln dried after treatment to 19% maximum moisture content 3. Preservative shall penetrate 100% of sapwood. DIVISION 13 - Page 7 of 19 DIVISION 13 - SPECIAL CONSTRUCTION D. Wall girts 1. First nailer(girt) above baseboard: 2"x 6"No. 2 or better Spruce-Pine-Fir(SPF) with 1/2"x 3/4"notch in bottom. 2. Balance of nailers: 2"x 4"2100 MSR(minimum) SPF. 3. Overhang top nailer: 2"x 6"No. 2 or better SPF. E. Base reinforcement 1. 7/16"x 32" OSB panels installed between the baseboard and first nailer and located in notches. F. Purlins and truss ties 1. 2"x 4"No. 2 or better SPF G. Overhang framing 1. Provide factory fabricated rafter frames. 2. Provide 2"x 6"No. 2 or better SPF factory beveled fascia boards. H. Wind bracing 1. 2" x 6"No. 2 or better SPF from endwall column to first truss back. I. Framing around openings 1. 2"x 4"No. 2 or better SPF around personnel doors. 2. 2"x 6"No. 2 or better SPF around overhead door openings J. Headers 1. Provide built-up headers as required for proper installation. K. Incidental Framing 1. 2"x 4" and/or 2" x 6"No. 2 or better SPF L. Interior framing 1. 2"x 4"No. 2 or better SPF 2.03 MATERIALS—PREFINISHEID METALS & SIDING A. Roofing panels (Fluoroflex 20009) 1. Panel substrate shall be 0.019"minimum thickness commercial steel sheet with an AZ55 Aluminum/Zinc (Galvalume) coating(ASTM A792). 2. The weather side of the panel shall receive a thick polyurethane primer and a nominal one mil topcoat of 70%polyvinylidene difluoride(PVDF)resin. 3. Color selection of roofing panels shall be from the manufacturer's standard color chart. 4. The non-weather side paint system shall consist of a two coat finish with a total nominal thickness of one-half mil. B. Wall Panels (Hi-Rib) 1. Panel substrate shall be 0.019"minimum thickness commercial steel sheet with an AZ55 Aluminum/Zinc(Galvalume) coating (ASTM A792). 2. The weather side of the panel shall receive a thick polyurethane primer and a nominal one mil topcoat of 70%polyvinylidene difluoride(PVDF)resin. 3. Color selection of roofing panels shall be from the manufacturer's standard color chart. 4. The non-weather side paint system shall consist of a two coat finish with a total nominal thickness of one-half mil: DIVISION 13 -Page 8 of 19 DIVISION 13-SPECIAL, CONSTRUCTION C. Soffit Panels (FluoroflexTM 1000) 1. Panel substrate shall be 0.019"minimum thickness commercial steel sheet with G90 (zinc) coating per ASTM A653 or AZ55 (aluminum/zinc) coating per ASTM A792. 2. The weather side of the panel shall receive a nominal two tenths mil polyurethane primer and a nominal eight tenths mil topcoat of 70%polyvinylidene difluoride (PVDF)resin to achieve a total nominal paint film thickness of one mil. 3. Color selection of siding panels shall be from the manufacturer's standard color chart. 4. The non-weather side paint system shall consist of a two coat finish with a total nominal thickness of one-half mil. D. Metal Trim Items (FluoroflexTM 1000) 1. Die-formed steel from the same quality material as the siding panels 2.04 MATERIALS—DOORS &WINDOWS r^ A. Provide doors and frames in accordance with specification Division 8. B. Provide windows in accordance with specification Division 8 2.05 MATERIALS—OTHER A. Corder bracing 1. Provide 1-1/4','wide high tensile steel strapping in all unobstructed corners in an"X" configuration. B. Roofing and siding fasteners 1. EPDM washered,painted, center drive stainless steel screws for ribbed steel panels, or 2. EPDM washered, galvanized ring-shank nails for ribbed steel panels C. Closure strips 1. Closed cell foam. D. Sealant 1. 100% neutral curing silicone sealant, and 2. Paintable sealant where required E. Column sockets (If built on concrete foundation) 1., Fabricate socket from minimum 4 gauge hot rolled steel 2. Factory paint socket to inhibit corrosion F. Socket fasteners 1. 1/2" diameter x 10"galvanized "J"bolts cast 8"into concrete foundation 2. 1/2" diameter machine bolts to secure column to socket_ 3. Ancillary washer and nuts PART 3 EXECUTION 3.01 EXAMINATION A. Verify site conditions prior to design of building. DIVISION 13 -Page 9 of 19 1 DIVISION 13 - SPECIAL CONSTRUCTION 3.02 ERECTION—FRAMING—GENERAL A. Erect framing in accordance with manufacturer's established construction procedures. B. Make all components and building plumb, square, straight and true to lines, according to industry standards (See 3.08). C. Provide adequate temporary bracing to assure structure remains plumb and square until permanent bracing is installed. D. Altering of structural members will not be permitted. 3.03 ERECTION—FRAMING A. Column(built on foundation) 1. Attach steel column socket to the concrete foundation with 1/2"•x 10"plated"J" bolts, or appropriate adhesive anchors and washers and nuts 2. Attach the column to the socket with(4) 1/2"bolts_ and (8) 20d galv. R.S. nails B. Upper Column 1. Set upper column to positive interlock with lower column. 2. Install manufacturer's recommend quantity and size pneumatically driven fasteners. C. Baseboards (built on foundation) 1. Install 2"x 8" treated plank, at grade,using builder's recommended fasteners. D. Wall girts 1. Install 2"x 6"notched nailer to receive OSB panel. 2. Install 2"x 4"nailers with on-center spacing as shown on building plans. 3. Install 2" x 6" overhang nailer at the top. E. Trusses 1. Set trusses in plane with the center member of the upper column using lifting methods as approved by the manufacturer. 2. When properly positioned, install two %2" diameter machine bolts and manufacturer- recommended 20d ring shank nails through two of the upper column laminates and the truss heel. 3. Brace trusses as recommended by the manufacturer. F. Purlins 1. Install 2" x 4"purlins at 24" on-center(maximum) and attached to trusses with 60d ring shank nails. G. Wind bracing 1. Install 2"x 6" angled bracing at locations recommended by the manufacturer. H. Incidental framing 1. Install 2"x 4" or 2"x 6"blocking as required according to building manufacturer's recommendations. 3.04 ERECTION—PREFINISIIED M[ATEALS—GENERAL A. Roofing Panels 1. Install panels perpendicular to supports, aligned straight with end fascia 2. Fasten panels to purlins with screw fasteners. DIVISION 13 - Page 10 of 19 DIVISION 13 -SPECIAL CONSTRUCTION B. Siding and wainscot panels 1. Install panels perpendicular to supports, aligned level and plumb to industry standards (See 3.08). 2. Fasten panels to wall girts with screw fasteners. C. Trim items 1. Install trim items at the base, wainscot transition, corners, top of steel siding, fascia, gables and ridge using appropriate fasteners. D. Vent-A-Ridge 1. Install over ridge trim using screw fasteners. 2. Insure that a minimum of 2" clear throat opening is maintained. E. Soffits 1. Install soffits to interlock with trim items at top of steel siding and at fascia. 2. Use solid soffit at end overhang. 3. Use a combination of solid and perforated soffits to provide balanced ventilation at side overhangs. F. Gutter and downspouts 1. Install gutters with spikes and ferrules (with washers) spaced 24"on-center. 2. Silicone sealant and silicone rubber gaskets shall be used at laps to maintain leak prevention and to relieve stress due to thermal movement. G. Filler strips 1. Provide closed cell foam filler strips at the top and bottom of the roofing panels. H. Gutter and downspouts 3.08 TOLERANCES A. Framing Members 1. 1/4" from level. 2. 1/8"from plumb B. Siding and roofing 1. 1/8" from true position END SECTION 13121—PRE-ENGINEERED TIMBER COLUMN STRUCTURE f DIVISION 13 -Page 11 of 19 DIVISION 13 -SPECIAL CONSTRUCTION SECTION 13410-ABOVEGROUND STORAGE TANK SCOPE The Contractor is to furnish tank and equipment necessary to install, test and make ready for operation; aboveground, steel wall, SCDHS Approved storage tank as specified herein and manufactured by Lube Cube, Containment Solutions, or approved equal. The Contractor will be responsible for all coordination with the SCDHS for inspection, approval and registration of the newly installed#2 fuel oil tank. GOVERNING STANDARDS All work shall conform to the requirements of the following: ® Suffolk County Department of Health Services Article 12 Tank Program. ® NFPA-30 AND 30A Standard for flammable and combustible liquids. ® UL-142 Standard for aboveground tanks for flammable liquids. GENERA, TANK DESCRIPTION 1. LubeCube Aboveground Storage Tanks (1-800-537-4730), or approved equal, for Flammable and Combustible Liquids are designed, constructed, and listed in accordance with Underwriters Laboratories, Inc. Standard UL 142. UL 142 is the standard for Steel Aboveground Tanks for Flammable and Combustible Liquids. The listing shall meet requirements for atmospheric tanks of The National Fire Protection Association Sections 30, 30A, 31 and The Uniform Fire Code Article 79. 2. LubeCube tanks are designed and UL listed as atmospheric tanks with a maximum working pressure of 1 PSI. 3. The primary tank and the secondary containment tank shall have passed a proof of design hydrostatic pressure test of 25 PSI. 4. The tank shall be equipped with a minimum two (2) lifting lugs. 5. The tank Manufacturer shall provide proof (upon request) of a minimum 10 years of manufacturing UL 142 listed rectangular tanks. 6. Tanks shall include a 1 year limited warranty. 7. Tank shall be provided with threaded PVC plugs in fittings (water tight). qW 8. Tank shall be provided with a minimum of two (2) support feet. DIVISION 13 - Page 12 of 19 IDIVISION 13-SPECIAL, CONSTRUCTION PRIMARY STORAGE TANK(INTERNAL TANQ 1. The standard primary storage tank shall be rectangular in design. The tank will be constructed of UL 142 specified steel thickness, with continuous welds. 2. The primary storage tank shall be constructed of ASTM A-569 or A-36 carbon steel, as required for compatibility of product being stored. 3. The primary tank shall be pressure tested in the factory to UL 142 specifications (3 PSI). 4. The tank shall be fitted with: a 2" fill port, a 2" normal vent, either a 4", 6" 8" or 10" emergency vent port, a 2" liquid gauging port, two (2) 2" spare ports, as per the Construction Documents. SECONDARY CONTAINMENT TANK(EXTERNAL TANK) 1. The secondary containment tank shall be rectangular in design and constructed of UL 142 specified steel thickness, with continuous welds. 2. The secondary containment tank shall be listed by Underwriters Laboratories 'as secondary containment under UL 142 standard. 3. The secondary containment tank shall provide a minimum of 110% secondary containment. 4. The secondary containment tank shall be equipped with a 2 inch monitoring port and a 4", 65', 8", or 10" emergency vent port as required by Underwriters Laboratories, Inc, and Construction Documents. 5. The secondary containment tank shall be pressure tested in the factory to UL 142 specification (3 PSI). COATINGS 1. The exterior surface of the secondary tank shall be cleansed of foreign material and coated with a corrosion resistant industrial paint (3 to 5 mils dry film thickness). 2. The standard color shall be epoxy coated white. DIVISION 13 -Page 13 of 19 DIVISION 13 -SPECIAL CONSTRUCTION LABELS Tanks shall be labeled in 4"high block letters on all sides as directed by the County. INSTALLATION The tank shall be installed at the location shown on the Contract Drawings. The installation procedure should strictly follow manufacturer's instructions. The Contractor shall furnish to the Owner a statement that the installation was performed in accordance with the manufacturer's instruction. WARRANTY The tank shall bear a UL certification plate and manufacturer's 3 year warranty shall be turned over to the Owner after the systems acceptance. INSURANCE The tank manufacturer shall provide a certificate of insurance that provides a minimum of twenty (20)million dollars ($20,000,000) of product liability coverage per occurrence. END OF SECTION 13410—ABOVEGROUND STORAGE TANK SECTION 13550—LEAD DETECTION AND ALARM SYSTEM SUBMITTALS DIVISION 13 - Page 14 of 19 DIVISION 13 -SPECIAL CONSTRUCTION B. Shop drawings and product data for configuration of alarm system and each component, with physical dimensions and proposed mounting locations of components and conduit runs. C. Elementary wiring diagrams and manufacturer's literature for alarm panels, cables, probes and fittings. D. Written proposal for any modifications must be approved by the Engineer in writing prior to installation. E. "As-Built" drawings include components and mounting locations. F. Operation & maintenance manuals, including installation instructions, system setup instructions and system operating instructions. PRODUCTS LEVEL MONITORING OVERFILL AND LEAK DE'T'ECTION SYSTEM The system shall be packaged continuously monitoring, ultrasonic gauging, overfill and leak detection alarm system. The system shall be an audio/visual alarm controller with touchscreen display Series OEL 8000III K4P as manufactured by Omntec (631-981-2001) or approved equal, with leak detection capabilities. The system shall also be capable of interfacing with a web page making current inventory, sensor status and alarms available from any web browser or smart phone. Alarm Controller A. Provide and install one common remote tank gauging and leak detection system for all tanks that can simultaneously monitor product levels, water levels, temperatures, and leaks in up to eight tanks. System shall be UL listed and provide intrinsically safe outputs for use in Class 1, Group C & D Hazardous Locations when wired in accordance with manufacturers control drawing. System shall also be Third Party Certified and listed to meet EPA leak detection requirements. Locate monitor console where shown on project drawings. B. Central ,Processing and Indicating Instrument — Controller shall have a backlit 7 inch color touchscreen display and 32 character thermal printer. System must be capable of driving single or multi-tank 12 VDC NEMA 4 X remote audio visual high level alarms and/or remote displays. System must be capable of providing up to three individually programmed isolated relay contacts for any alarm event. Controller shall be as manufactured by OMNTEC Mfg., Inc. Model No. OEL8000IIIKP. The main console will be preprogrammed by the factory and field adjusted as required. Console shall be equipped with (1) RS-232 port, Ethernet, and e-mail capability for communication. Modbus, additional relays, and 4-20mA output shall be available as options. ,System shall also be capable of serving up a web page making current inventory, sensor status and alarms available from any web browser or smart phone. DIVISION 13, -Page 15 of 19 i DIVISION 13 - SPECIAL CONSTRUCTION C. Panel shall come equipped with three LED lights for Ok, Warning, and Alarm status. Alarms shall be displayed visually on a 7" color touch screen with wide viewing angle as well as Warning and Alarm lights on face of panel. System shall have an 85dB piezoelectric horn for audible alarm indication. D. Panel shall be compact in size not to exceed 15.21" (w) 7.73" (h) 5.53 (d) and constructed of powder coated industrial steel for indoor mounting. The complete leak/ level gauging system shall include a one year parts warranty. The complete leak / level monitoring system shall be as manufactured by OMNTEC Mfg. Inc. Ronkonkoma, NY (631-981- 2001) or equal. LIQUID LEVEL PROBE A. Shall consist of a 316 grade stainless steel IP68 rated rigid model MTG level probes or model MTG-F Kynar flexible level probes where overhead clearance is not available. Probe shall use magnetostrictive technology and simultaneously provide product levels, water levels, and temperature within the storage tanks. B. The level probe shall be installed in an accessible 4" NPT male riser pipe. Probe shall include 4" cord griped cap, floats, and installation kit. All splices must use supplied epoxy kits. Field wiring from probe to controller must be Belden 8761 cable in suitable conduit. Level probes shall be as manufactured by OMNTEC Mfg., Inc. LIQUID LEVEL PROBE 1. All leak sensors shall be microprocessor based and capable of recognizing its unique serial number,part number, and function. All sensors (up to 22) shall be capable of being installed on(1) four conductor cable back to the main controller. The sensors principle of operation shall be electro optic for liquid detection and conductivity to discriminate fuel and water. Sensors shall be remotely testable from console via green tactile test button. Sensors shall be capable of detecting liquid at any angle. Float technology will not be accepted. Interstitial sensors shall be model#BX-PDWS for steel tank interstitials and BX-PDS for containment sumps. See project drawings for location and quantities of sensors required. All sensors are to be wired thru conduits using 22 gauge four conductors, shielded cable with drain wire. Do not run intrinsically safe low voltage wiring in the same conduit with any other wiring. All sensors shall be as manufactured by Omntec Mfg. OVERFILL STATION l'. Provide near each tank fill terminal as shown on project drawings a low voltage audio/visual NEMA 4X overfill alarm and silencing station. Remote annunciator light shall flash when the liquid level in the tank rises above a pre-programmed caution point. As level then rises above the preprogrammed high/high level point the flashing light will stay on continuously and the horn will pulse. The horn will remain on until the silence button is pressed. Remote audible shall have the ability to be programmed to time out. Visual light will remain lit until the level DIVISION 13 -Page 16 of 19 DIVISION 13 -SPECIAL, CONSTRUCTION in the tank drops below the high/ high level point. Remote annunciator shall be RAS -series for single or multi-tanks and shall be manufactured by OMNTEC Mfg., Inc. EXECUTION INSTALLATION A. All parts and components of the alarm system must be clean and free of dirt and water prior to installation. B. Mount 'the overfill alarm panel on the building interior and remote panels in the exterior locations shown utilizing stainless steel hardware. Panels shall be accessible to the Owner for periodic testing of the system and reading of the indication lights during an alarm situation. C. All power and sensor wiring shall be installed in accordance with manufacturer's installation instructions and Division 16 of the specifications. Provide all control and power wiring in rigid conduit. D. Installation shall be neat and workmanlike. E. Install all system components in accordance with the manufacturer installation instructions. Provide all equipment, connections and incidentals as required for a complete system installation. F. Demonstrate operation of system components to Owner. END OF SECTION 13850 -LEAK DETECTION AND ALARM SYSTEM J DIVISION 13 - Page 17 of 19 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 13851—FIRE ALARM SYSTEM PART 1 GENERAL 1.01 SUBMITTALS A. Design Documents: Submit all information required for plan review and permitting by authorities having jurisdiction, including but not limited to floor plans, riser diagrams, and description of operation: 1. NFPA 72 "Record of Completion", filled out to the extent known at the time. 2. Clear and concise description of operation, with input/output matrix similar to that shown in NFPA 72 Appendix A-7-5-2.2(9), and complete listing of software required. , 1.02 QUALITY ASSURANCE A. Designer Qualifications: NICET Level III or IV (3 or 4) certified fire alarm technician or registered fire protection engineer, employed by fire alarm control panel manufacturer, Contractor, or installer, with experience designing fire alarm systems in the jurisdictional area of the authorities having jurisdiction. B. Installer Qualifications: Firm with minimum 3 years documented experience installing fire alarm systems of the specified type and providing contract maintenance service as a regular part of their business. PART 2 PRODUCTS 2.01 FIRE ALARM SYSTEM A. Fire Alarm System: Provide a new automatic fire detection and alarm system: 1. Provide all components necessary, regardless of whether shown in the contract documents or not. 2. Protected Premises: Entire building shown on drawings. 3. Evacuation Alarm: Single smoke zone; general evacuation of entire premises. 4. Master Control Unit (Panel): New, located at supervising station. B. Supervising Stations and Fire Department Connections: 1. Public Fire Department Notification: By on-premises supervising station. 2. On-Premises Supervising Station: New proprietary station operated by Owner, located at Office. 3. Means of Transmission to On-Premises Supervising Station: Directly connected noncoded system. C. Power Sources: 1. Primary: Dedicated branch circuits of the facility power distribution system. 2. Secondary: Storage batteries. 3. Capacity: Sufficient to operate entire system for period specified by NFPA 72. DIVISION 13 - Page 18 of 19 DIVISION 13-SPECIAL CONSTRUCTION 4. Each Computer System: Provide uninterruptible power supply(UPS). 2.02 COMPONENTS A. General: 1. Provide flush mounted units where installed in finish areas; in unfinished areas, surface mounted unit are acceptable. 2. Provide legible, permanent labels for each control device, using identification used in operation and maintenance data. B. Fire Alarm Control Units, Initiating Devices, and Notification Appliances: Analog, addressable type; listed, classified, and labeled as suitable for the purpose intended. C. Circuit Conductors: Copper or optical fiber; provide 200 feet extra; color code and label. D. Surge Protection: In accordance with IEEE C62.41.2 category B combination waveform and NFPA 70; except for optical fiber conductors. E. Locks and Keys: Deliver keys to Owner. F. Instruction Charts: Printed instruction chart for operators, showing steps to be taken when a signal is received (normal, alarm, supervisory, and trouble); easily readable from normal operator's station. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with applicable codes, NFPA 72, NFPA 70, and the contract documents. B. Conceal all wiring, conduit, boxes, and supports where installed in finished areas. C. Obtain Owner's approval of locations of devices,before installation. D. Install instruction cards and labels. 3.02 INSPECTION AND TESTING FOR COMPLETION A. Perform inspection and testing in accordance with NFPA 72 and requirements of local authorities; document each inspection and test. B. Correct defective work, adjust for proper operation, and retest until entire system complies with contract documents. 3.03 CLOSEOUT A. Closeout Demonstration: Demonstrate proper operation of all functions to Owner. c END OF SECTION 13551 —FIRE ALARM SYSTEM DIVISION 13 - Page 19 of 19 DIVISION 15—MECHANICAL GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items, which might affect the work under this Division. `SABLE OF CONT'ENT'S -IDIVISION 15—PLUMBING/HVAC 15082 Piping Insulation 15083 HVAC Piping Insulation 15086 Duct Insulation 15145 Plumbing Insulation 15146 Plumbing Specialties 15186 Refrigerant Piping& Specialties 15191 Fuel Oil Piping System 15212 Compressed Air System 15410 Plumbing Fixtures 15544 Fuel Fired Unit Heaters 15732 Variable Refrigerant Volume(VRC)HVAC System 15810 Ducts 15820 Duct Accessories 15835 Power Ventilators 15850 Air Outlets &Inlets DIVISION 15 - Page 1 of 34 DIVISION 15—MECHANICAL SECTION 15082—PIPING INSULATION PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide product description, thermal Characteristics, list of materials and thickness for each service, and locations. PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84,NFPA 255, or UL 723. 2.02 GLASS FIBER A. Insulation: ASTM C547 and ASTM C795; rigid molded,noncombustible. 1. 'K' value: ASTM C177, 0.24 at 75 degrees F. 2. Maximum service temperature: 850 degrees F. 3. Maximum moisture absorption: 0.2 percent by volume. B. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture vapor transmission when tested in accordance with ASTM E96/E96M of 0.02 perm-inches. C. Vapor Barrier Lap Adhesive: 1. Compatible with insulation. 2.03 JACKETS A. PVC Plastic. 1. Jacket: One piece molded type fitting covers and sheet material, off-white color. a. Minimum Service Temperature: 0 degrees F. b. Maximum Service Temperature: 150 degrees F. c. Moisture Vapor Permeability: 0.002 perm inch,maximum, when tested in accordance with ASTM E96/E96M. d. Thickness: 10 mil. e. Connections: Brush on welding adhesive. 2. Covering Adhesive Mastic: a. Compatible with insulation. DIVISION 15 - Page 2 of 34 DIVISION 15—MECHANICAL PANT 3 EXECUTION 3.01 INSTALLATION A. Exposed Piping: Locate insulation and cover seams in least visible locations. B. Insulated pipes conveying fluids below ambient temperature: Insulate entire system including fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. C. Glass fiber insulated pipes conveying fluids below ambient temperature: 1. Provide vapor barrier jackets, factory-applied or field-applied. Secure with self- sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch expanding staples and vapor barrier mastic. 2. Insulate fittings,joints, and valves with molded insulation of like material and thickness as adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers. D. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at equipment,but bevel and seal ends of insulation. E. For hot piping conveying fluids over 140 degrees F, insulate flanges and unions at equipment. F. Glass fiber insulated pipes conveying fluids above ambient temperature: 1. Provide standard jackets, with or without vapor barrier, factory-applied or field- applied. Secure with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch expanding staples. 2. Insulate fittings,joints, and valves with insulation of like material and thickness as adjoining pipe. Finish with glass cloth and adhesive or PVC fitting covers. G. Inserts and Shields: 1. Application: Piping 1-1/2 inches diameter or larger. 2. Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts. 3. Insert location: Between support shield and piping and under the finish jacket. 4. Insert configuration: Minimum 6 inches long, of same thickness and contour as adjoining insulation; maybe factory fabricated. 5. Insert material: Hydrous calcium silicate insulation or other heavy density insulating material suitable for the planned temperature range. H. Continue insulation through walls, sleeves,pipe hangers, and other pipe penetrations. Finish at supports,protrusions, and interruptions. At fire separations, refer to Section 07840. ENI) OF SEC'T'ION 15082—PIPING INSULA'T'ION DIVISION 15 -Page 3 of 34 DIVISION 15—MECHANICAL SECTION 15083—MVAC PIPING INSULATION PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide product description, thermal Characteristics, list of materials and thickness for each service, and locations. PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84,NFPA 255, or UL 723. 2.02 FLEXIBLE ELASTOMERIC CELLULAR INSULATION A. Insulation: Preformed flexible elastomeric cellular rubber insulation complying with ASTM C534/C534M Grade 3; use molded tubular material wherever possible. 1. Minimum Service Temperature: -40 degrees F. 2. Maximum Service Temperature: 220 degrees F. 3. Connection: Waterproof vapor barrier adhesive. B. Elastomeric Foam Adhesive: Air dried, contact adhesive, compatible with insulation. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with NAIMA National Insulation Standards. END OF SECTION 15083—HVAC PIPING INSULATION DIVISION 15 -Page 4 of 34 DIVISION 15—MECHANICAL SECTION 15086—DUCT INSULATION PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations. PAIN 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84,NFPA 255, or UL 723. 2.02 GLASS FIBER, FLEXIBLE A. Insulation: ASTM C553; flexible, noncombustible blanket. 1. 'K' value: 0.36 at 75 degrees F, when tested in accordance with ASTM C518. 2. Maximum Service Temperature: 1200 degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent by weight. B. Vapor Barrier Jacket: 1. Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.02 perm inch, when tested in accordance with ASTM E96/E96M. C. Vapor Barrier Tape: 1. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, with pressure sensitive rubber based adhesive. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with NAIMA National Insulation Standards. END OF SECTION 15086—DUCT INSULATION DIVISION 15 - Page 5 of 34 DIVISION 15—MECHANICAL SECTION 15145—PLUMBING PIPING PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide data on pipe materials,pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Potable Water Supply Systems: Provide piping,pipe fittings, and solder and flux (if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings. 2.02 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Cast Iron Pipe: ASTM A74 extra heavy weight. 1. Fittings: Cast iron. 2. Joints: Hub-and-spigot, CISPI HSN compression type with ASTM C564 neoprene gaskets or lead and oakum.,' 2.03 SANITARY SEWER PIPING, ABOVE GRADE A. Cast Iron Pipe: ASTM A74, service weight. 1. Fittings: Cast iron. 2. Joint Seals: ASTM C564 neoprene gaskets, or lead and oakum. B. PVC Pipe: ASTM D2729. 1. Fittings: PVC. 2. Joints: Solvent welded, with ASTM D2564 solvent cement. 2.04 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Copper Pipe: ASTM B42, hard drawn. 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22 wrought copper and bronze. 2.05 WATER PIPING, ABOVE GRADE A. Copper Tube: ASTM B88 (ASTM B88M), Type L(B), Drawn(H). i 1. Fittings: ASME B 16.18, cast copper alloy or ASME B 16:22, wrought copper and DIVISION 15 - Page 6 of 34 DAgS10N 15—MECHANICAL bronze. 2. Joints: ASTM B32, alloy Sn95 solder. 2.06 NATURAL GAS PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Steel Pipe: ASTM A53/A53M Schedule 40 black. 1. Fittings: ASTM A234/A234M, wrought steel welding type. 2. Joints: ASME B31.1, welded. 3. Jacket: AWWA C105/A21.5 polyethylene jacket or double layer, half-lapped 10 mil polyethylene tape. 2.07 NATURAL GAS PIPING, ABOVE GRADE A. Steel Pipe: ASTM A53/A53M Schedule 40 black. 1. Fittings: ASME B16.3,malleable iron, or ASTM A234/A234M, wrought steel welding type. 2. Joints: NFPA 54, threaded or welded to ASME B31.1. 2.08 FLANGES, UNIONS, AND COUPLINGS A. Unions for Pipe Sizes 3 Inches and Under: 1. Ferrous pipe: Class 150 malleable iron threaded unions. 2. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Flanges for Pipe Size Over 1 Inch: 1. Ferrous pipe: Class 150 malleable iron threaded or forged steel slip-on flanges; preformed neoprene gaskets. 2. Copper tube and pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets. C. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. - 2.09 PIPE HANGERS AND SUPPORTS A. Plumbing Piping-Drain, Waste, and Vent: 1. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring. 2. Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. 3. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 4. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. 5. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 6. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. DIVISION 15 -Page 7 of 34 DIVISION 15—MECHANICAL B. Plumbing Piping- Water: 1. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring. 2. Hangers for Cold Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. 3. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 4. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 5. Floor Support for Hot Pipe Sizes to 4 Inches: Cast iron adjustable pipe saddle, locknut, nipple, floor flange, and concrete pier or steel support. 6. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 2.10 GATE VALVES A. Up To and Including 3 Inches: 1. MSS SP-80, Class 125,bronze body, bronze trim, rising stem, handwheel, inside screw, solid wedge disc, solder ends. B. 2 Inches and Larger: 1. MSS SP-70, Class 125, iron body, bronze trim, outside screw and yoke, handwheel, solid wedge disc, flanged ends. Provide chain-wheel operators for valves 6 inches and larger mounted over 8 feet above floor. 2.11 BALL VALVES A. Construction, 4 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP,bronze body, 304 stainless steel ball,regular port, teflon seats and stuffing box ring,blow-out proof stem, lever handle, solder or threaded ends with union. 2.12 PLUG VALVES A. Construction 2-1/2 Inches and Larger: MSS SP-78, 175 psi CWP, cast iron body and plug, pressure lubricated, teflon or Buna N packing, flanged or grooved ends. Provide lever operator with set screw. 2.13 SWING CHECK VALVES A. Up to 2 Inches: 1. MSS SP-80, Class 125, bronze body and cap,bronze swing disc with rubber seat, solder ends. 2.14 SPRING LOADED CHECK VALVES A. Class 125, iron body, bronze trim, stainless steel springs, bronze disc, Buna N seals, wafer style ends. 2.15 RELIEF VALVES A. Temperature and Pressure Relief: 1. AGA Z21.22 certified,bronze body, teflon seat, stainless steel stem and springs, automatic, direct pressure actuated, temperature relief maximum 210 degrees F, DIVISION 15 - Page 8 of 34 DIVISION 15—MECHANICAL capacity ASME BPVC-IV certified and labelled. 2.16 STRAINERS A. Size 2 inch and Under: 1. Threaded brass body for 175 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen. 2. Class 150, threaded bronze body 300 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen. PAIN 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide non-conducting dielectric connections wherever jointing dissimilar metals. C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. E. Group piping whenever practical at common elevations. F. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings. Refer to Section 22 0719. G. Provide access where valves and fittings are not exposed. END SECTION 15145—PLUMBING INSULATION DIVISION 15 -Page 9 of 34 DIVISION 15—MECHANICAL SECTION 15146—PLUMBING SPECIALTIES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide component sizes, rough-in requirements, service sizes, and finishes. B. Shop Drawings: Indicate dimensions, weights, and placement of openings and holes. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF 372 for maximum lead content. 2.02 CLEANOUTS A. Cleanouts at Interior Finished Floor Areas: 1. Lacquered cast iron body with anchor flange, reversible clamping collar, threaded top assembly, and round gasketed scored cover in service areas and round gasketed depressed cover to accept floor finish in finished floor areas. 2.03 HOSE BIBBS A. Interior Hose Bibbs: 1. Bronze or brass with integral mounting flange, replaceable hexagonal disc, hose thread spout, chrome plated where exposed with handwheel, integral vacuum breaker in conformance with AS SE 1011. 2.04 HYDRANTS A. Wall Hydrants: 2.05 DOUBLE CHECK VALVE ASSEMBLIES A. Double Check Valve Assemblies: 1. AS SE 1012; Bronze body with corrosion resistant internal parts and stainless steel springs; two independently operating check valves with intermediate atmospheric vent. DIVISION 15 -Page 10 of 34 DIVISION 15—MECHANICAL PART 3 EXECUTION 3.01 INSTALLATION A. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system. B. Install floor cleanouts at elevation to accommodate finished floor. C. Install approved portable water protection devices on plumbing lines where contamination of domestic water may occur; on boiler feed water lines,janitor rooms, fire sprinkler systems, premise isolation, irrigation systems, flush valves, interior and exterior hose bibbs. END OF SECTION 15146—PLUMBING SPECIALTIES DIVISION 15 -Page I 1 of 34 DIVISION 15—MECHANICAL SECTION 15186-REFRIGERANT PIPING& SPECIALTIES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide general assembly of specialties, including manufacturers catalogue information. Provide manufacturers catalog data including load capacity. B. Shop Drawings: Indicate schematic layout of system, including equipment, critical dimensions, and sizes. C. Design Data: Submit design data indicating pipe sizing. Indicate load carrying capacity of trapeze,multiple pipe, and riser support hangers. PART 2 PRODUCTS 2.01 PIPING A. Copper Tube: ASTM B280, H58 hard drawn 1. Fittings: ASME B16.22 wrought copper. 2. Joints: Braze, AWS A5.8 BCuP silver/phosphorus/copper alloy. B. Pipe Supports and Anchors: 1. Provide hangers and supports that comply with MSS SP-58. a. If type of hanger or support for a particular situation is not indicated, select appropriate type using MSS SP-58 recommendations. 2. Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. 3. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods. 4. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 5. Vertical Support: Steel riser clamp. 6. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 7. Hanger Rods: Mild steel threaded both ends, threaded one end, or continuous threaded. 8. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. 2.02 VALVES A. Diaphragm Packless Valves: 1. UL listed, globe or angle pattern, forged brass body and bonnet, phosphor bronze and stainless steel diaphragms, rising stem and handwheel, stainless steel spring, nylon seat disc, solder or flared ends, with positive backseating; for maximum working pressure of 500 psi and maximum temperature of 275 degrees F. B. Service Valves: 1. Forged brass body with copper stubs,brass caps,removable valve core, integral ball check valve, flared or solder ends, for maximum pressure of 500 psi. DIVISION 15 - Page 12 of 34 DIVISION 15—MECHANICAL PAIN 3 EXECUTION 3.01 INSTALLATION A. Install piping to allow for expansion and contraction without stressing pipe,joints, or connected equipment. B. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.5. END OF SECTION 15186-REFRIGERANT PIPING& SPECIAL'T'IES DIVISION 15 -Page 13 of 34 DIVISION 15—MECHANICAL = SECTION 15191—FUEL OIL PIPING SYSTEM PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide data on pipe materials,pipe fittings, valves and accessories. Provide manufacturers catalog information. Indicate valve data and ratings. B. Shop Drawings: Indicate tanks, system layout, pipe sizes, location, and elevations. For fuel oil tanks, indicate dimensions and accessories including manholes and hold down straps. C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. Valve Repacking Kits: One for each type and size of valve. PART 2 PRODUCTS 2.01 PIPING AND FITTINGS A. Regulatory Requirements: 1. Comply with the material, fabrication, and operating requirements of ASME B31.3, except as modified herein. B. Carbon Steel Pipe: 1. Comply with One of the Following: 2. End Connections: a. Threaded type complying with ASME B16.3, Class 150 or ASME B16.11. 2.02 FLANGES AND PIPING COMPONENTS A. Flanges: 1. Provide flanged end connections on equipment, fittings, piping, piping components, adapters, couplings, and valves complying with ASME 16.5, Class 150. 1 2. Carbon Steel: Comply with ASTM A105/A105M. 3. Gaskets, Non-Isolating: a. Comply with ASME B16.12, raised-faced type. 4. Gaskets, Electrically Isolating: a. Comply with ASTM D229. 5. Bolts,Nuts, and Washers: a. Comply with ASME B 18.2.1 and ASME B 18.2.2. b. Bolts: 1) Threaded in accordance with ASME B 1.1, Class 2A fit, Coarse Thread Series,for sizes 1 inch and smaller and Eight-Pitch Thread Series for sizes larger than 1 inch. C. Nuts: 1) Threaded in accordance with ASME B1.1, Class 2B fit, Coarse Thread Series for sizes 1 inch and smaller and Eight-Pitch Thread Series for sizes larger than 1 inch. DIVISION 15 -Page 14 of 34 DIVISION 15—MECHANICAL B. Piping Components: 1. Provide components that meet the material, fabrication, and operating requirements of ASME B31.3, except as modified herein. 2. Pressure Design Class: Class 150 as defined in ASME B 16.5. 3. Steel Couplings: Comply with API Spec 5L, seamless, extra heavy, wrought steel with recessed ends. 4. Threaded Unions: a. Comply with ASME BI 6.39,'Class 150. b. Materials: Comply with ASTM A312/A312M, Grade 304 or 316. C. Dielectric Unions: Comply with dimensional, strength, and pressure requirements of ASME B16.39, Class 150. 2.03 PIPE HANGERS AND SUPPORTS A. Provide hangers and supports that comply with MSS SP-58. 1. If type of hanger or support for a particular situation is not indicated, select appropriate type using MSS SP-58 recommendations. 2.04 GATE VALVES A. MSS SP-80, Class 125, bronze body,bronze trim, rising stem, handwheel, inside screw, solid wedge disc, solder ends. 2.05 GLOBE VALVES A. MSS SP-80, Class 125, bronze body, bronze trim, handwheel, bronze disc, solder ends. 2.06 BALL VALVES A. MSS SP-110, Class 150, 400 psi CWP,bronze, two piece body, chrome plated brass ball, regular port, teflon seats and stuffing box ring,blow-out proof stem, lever handle with balancing stops, solder. 2.07 SWING CHECK VALVES A. MSS SP-80, Class 125, bronze body and cap,bronze swing disc, solder ends. 2.08 RELIEF VALVES A. Bronze body, teflon seat, steel stem and springs, automatic, direct pressure actuated at maximum 60 psi, UL listed for fuel oil, capacities ASME certified and labelled. 2.09 STRAINERS A. Threaded brass body for 175 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen. DIVISION 15 -Page 15 of 34 DIVISION 15—MECHANICAL 2.10 FLEXIBLE CONNECTORS A. Bronze inner hose and braided exterior sleeve, suitable for minimum 200 psi CWP and 250 degrees F. 2.11 ABOVEGROUND FUEL STORAGE TANKS A. Tank: UL 80, welded steel, oval with steel support saddles, tappings for accessories, threaded connections. PAIN 3 EXECUTION 3.01 PIPING INSTALLATION A. Install in accordance with manufacturer's instructions and AP 1 RP 1615. B. Provide non-conducting dielectric connections wherever jointing dissimilar metals. Install to NACE SP0286. C. Install piping to allow for expansion and contraction without stressing pipe,joints, or connected equipment. D. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified. 3.02 FUEL TANK INSTALLATION A. Install tanks in accordance with manufacturer's instructions. ,END OF SECTION 15191—FUEL OIL PIPING SYSTEM DIVISION 15 - Page 16 of 34 DIVISION 15—MECHANICAL SECTION 15212—COMPRESSED AIR SYSTEM PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide manufacturers catalog literature with capacity, weight, and electrical characteristics and connection requirements. B. Shop Drawings: Indicate piping system schematic with electrical characteristics and connection requirements. PART 2 PRODUCTS 2.01 PIPE AND PIPE FITTINGS A. Steel Pipe: ASTM A53/A53M, Schedule 40 black. 1. Fittings: ASME B16.3,malleable iron, or ASTM A234/A234M, wrought steel welding type. 2. Joints: Threaded or welded to ASME B31.1. B. Copper Tube: ASTM B88 (ASTM B88M), Type K(A), drawn. 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, solder, Grade Sn95. 2.02 VALVES A. Gate Valves: 1. MSS SP-80, Class 125, bronze body, bronze trim, rising stem, handwheel, inside screw, solid wedge disc, solder or threaded ends. B. Ball Valves: 1. MSS SP-110, Class 150, 400 psi CWP, bronze, two piece body, chrome plated brass ball, regular port, teflon seats and stuffing box ring, blow-out proof stem, lever handle,'solder or threaded ends with union. C. Swing Check Valves: 1. MSS SP-80, Class 125,bronze body and cap,bronze swing disc with rubber seat, solder or threaded ends. 2.03 UNIONS AND COUPLINGS A. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. B. Flexible Connector: Neoprene with brass threaded connectors. 2.04 COMPRESSOR A. All components in the Compressor room to be supplied by the Town. DIVISION 15 - Page 17 of 34 DJ VISION 15—MECHANICAL PART 3 EXECUTION 3.01 INSTALLATION A. Install compressor unit on concrete housekeeping pad. Refer to Section 03300. B. Install line size gate valve and check valve on compressor discharge. C. Connect condensate drains to nearest floor drain. D. Install valved bypass around air dryer.' Factory insulate inlet and outlet connections. E. Install valved drip connections at low points of piping system. F. Install takeoffs to outlets from top of main, with shut off valve after take off. Slope take off piping to outlets. G. Install compressed air couplings, female quick connectors, and pressure gages where outlets are indicated. H. Install tees instead of elbows at changes in direction of piping. Fit open end of each tee with plug. END OF SECTION 15212—COMPRESSED AIR SYSTEM DIVISION 15 - Page 18 of 34 1DWISION 15—MECHANICAL SECTION 15410—PLUMBING FIXTURES PART 1 GENERAL 1.01 SUBMITTALS PART 2 PRODUCTS 2.01 GENERAL A. Potable Water Systems: Provide plumbing fittings and faucets that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.. B. Water Efficiency: EPA WaterSense label is required for all water closets,urinals, lavatory faucets, and showerheads. 2.02 TANK TYPE WATER CLOSET A. Bowl: ASME A112.19.2; floor mounted, siphon jet, vitreous china, 16.5 inches high, close-coupled closet combination with elongated rim, insulated vitreous china closet tank with fittings and lever flushing valve, bolt caps, vandalproof cover locking device. 1. Water Consumption: Maximum 1.28 gallon per flush. B. Seat: Solid white plastic, open front, brass bolts, without cover. C. Handle Height: 44 inches or less. 2.03 WALL HUNG URINALS A. Urinals: Vitreous china, ASME A112.19.2, wall hung with side shields and concealed carrier. 1. Flush Volume: 1.0 gallon,maximum. 2. Flush Valve: Exposed(top spud). 3. Flush Operation: Manual metering valve. 4. Trap: Integral. 5. Supply Size: 3/4 inch. 6. Outlet Size: 2 inches. B. Flush Valves: ASME Al 12.18.1, diaphragm type, complete with vacuum breaker stops and accessories. I. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop. 2. Metering Type: Easily accessible adjustment nut. c. C. Carriers: 1. ASME A112.6.1M; cast iron and steel frame with tubular legs, lugs for floor and wall attachment, threaded fixture studs for fixture hanger, bearing studs. DIVISION 15 -Page 19 of 34 DWIS1ON 15—MECHANICAL 2.04 LAVATORIES A. Vitreous China Wall Hung Basin: ASME Al 12.19.2; vitreous china wall hung lavatory, 20-3/4 by 20-3/4 inch minimum, with 4 inch high back, rectangular basin with splash lip, front overflow, and soap depression. 1. Drilling Centers: 4 inch. B. Supply Faucet: ASME Al 12.18.1; chrome plated supply fitting with open grid strainer, water economy aerator with maximum flow of 0.5 gallon per minute (low- flow), indexed handles. 2.05 SINKS A. Single Compartment Bowl: ASME Al 12.19.3; 25 by 25 by 25 inch outside dimensions 18 gage,18 inch thick, Type 302 stainless steel, self rimming and undercoated, with ledge back drilled for trim. 1. Drain: 1-1/2 inch chromed brass drain. 2.06 SHOWERS A. Cabinet: ASME Al 12.19AM; porcelain enamelled steel, 32 by 32 by 75 inches with stone texture receptor, soap dish, removable chrome plated strainer, tail piece, white color. B. Trim: ASME Al 12.18.1; concealed shower supply with indexed handles, bent shower arm with adjustable spray ball joint showerhead with maximum 2.5 gallons per minute flow, and escutcheon. C. Shower Head: 2.07 ELECTRIC WATER COOLERS A. Water Cooler: Electric,mechanically refrigerated; surface handicapped mounted; stainless steel top, vinyl on steel body, elevated anti-squirt bubbler with stream guard, automatic stream regulator, push button, mounting bracket; integral air cooled condenser and stainless steel grille. 1. Capacity: 8 gallons per minute of 50 degrees F water with inlet at 80 degrees F and room temperature of 90 degrees F, when tested in accordance with ASHRAE Std 18. 2. Electrical: 115 V, 60 Hertz compressor, 6 foot cord and plug for connection to electric wiring system including grounding connector. 2.08 SERVICE SINKS A. Bowl: ASME Al 12.19.1; 22 by 18 by 12 inch deep, porcelain enamelled (inside only) cast iron roll-rim sink, with 12 inch high back, concealed hanger, chrome plated strainer, stainless steel rim guard, cast iron P-trap with adjustable floor flange. B. Trim: ASME Al 12.18.1 exposed wall type supply with cross handles, spout wall brace, vacuum breaker,hose end spout, strainers, eccentric adjustable inlets, integral screwdriver stops with covering caps and adjustable threaded wall flanges. C. Accessories: DIVISION 15 - Page 20 of 34 DIVISION 15—MECHANICAL 1. Hose clamp hanger. 2. Mop hanger. 2.09 EMERGENCY EYE WASH A. Emergency Wash: ANSI Z358.1; wall-mounted, self-cleaning, non-clogging eye wash with quick opening, full-flow valves, stainless steel eye wash receptor, twin eye wash heads , stainless steel dust cover, copper alloy control valve and fittings. PART 3 EXECUTION 3.01 INSTALLATION A. Install each fixture with trap, easily removable for servicing and cleaning. �- B. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops, reducers, and escutcheons. C. Install components level and plumb. D. Install and secure fixtures in place with wall supports and bolts. E. Solidly attach water closets to floor with lag screws. Lead flashing is not intended hold fixture in place. END OF SECTION 15410—PLUMBING FIXTURES J DIVISION 15 -Page 21 of 34 DIVISION 15—MECHANICAL SECTION 15544—FUEL FIRED UNIT HEATERS PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide manufacturer's literature and data indicating rated capacities, weights, accessories, electrical nameplate data, and wiring diagrams. B. Shop Drawings: Indicate assembly,required clearances, and locations and sizes of field connections. 1.02 WARRANTY A. Provide five year manufacturers warranty for heat exchangers. PART 2 PRODUCTS 2.01 GAS FIRED UNIT .HEATERS A. Unit Heaters: Self-contained,packaged, factory assembled,pre-wired unit consisting of cabinet, supply fan, heat exchanger, burner, controls, and accessories: 1. Heating: Natural gas fired. 2. Discharge Louvers: Individually adjustable horizontal and vertical louvers to match cabinet finish. 3. Downturn Nozzle: 30 degree nozzle to match outlet and cabinet finish. B. Cabinet: Galvanized steel with baked enamel finish, easily removed and secured access doors, glass fiber insulation and reflective liner. C. Supply Fan: Propeller type with direct drive . D. Heat Exchanger: Aluminized steel welded construction. E. Gas Burner: 1. Atmospheric type with adjustable combustion air supply, F. Performance: 1. Ratings: Energy Efficiency Rating(EER)/Coefficient of Performance(COP) not less than requirements of ASHRAE Std 90.1; seasonal efficiency to ASHRAE Std 103. 2. Refer to Furnace Schedule. Gas heating capacities are sea level ratings. 2.02 OIL FIRED UNIT HEATERS A. Unit Heaters: Self-contained,packaged, factory assembled, pre-wired unit consisting of cabinet, supply fan,heat exchanger,burner, controls, and accessories: 1. Discharge Louvers: Individually adjustable horizontal louvers to match cabinet finish. 2. Downturn Nozzle: 30 degree nozzle to match outlet and cabinet finish. DIVISION 15 -Page 22 of 34 DIVISION 15—MECHANICAL B. Cabinet: Galvanized steel with baked enamel finish, easily removed and secured access doors, glass fiber insulation and reflective liner. C. Supply Fan: Centrifugal forward curved type with belt drive . D. Combustion Chamber: UL 727; welded stainless steel. E. Oil Burner: High pressure atomizing type, rubber mounted, adjustable combustion air blower, integrated fuel pump, hinged flame inspection port, cadmium sulfide flame sensor, electrodes, ignition transformer, oil nozzle. F. Performance: 1. Ratings: Energy Efficiency Rating(EER)/Coefficient of Performance(COP)not less than requirements of ASHRAE Std 90.1; seasonal efficiency to ASHRAE Std 103. 2. Refer to Furnace Schedule. Waste oil heating capacities are sea level ratings. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with NFPA 90A. B. Install gas fired units in accordance with NFPA 54 and applicable codes. C. Install oil fired units in accordance with NFPA 31 and applicable codes. D. Provide vent connections in accordance with NFPA 211. END OF SECTION 15544—FUEL FIRED UNIT HEATERS r� DIVISION 15 -Page 23 of 34 DMSION 15—MECHANICAL SECTION 15732 -VARIABLE REFRIGERANT VOLUME (VISC) HVAC SYSTEM PART I GENERAL 1.01 SUBMITTALS A. Pre-Bid Submittals: For proposed substitute systems/products, as defined in PART 2, and alternate systems/products, as defined above, proposer shall submit all data described in this article,under the terms given for substitutions stated in PART 2. B. Product Data: Submit manufacturer's standard data sheets showing the following for each item of equipment, marked to correlate to equipment item markings shown in the contract documents: C. Shop Drawings: Installation drawings custom-made for this project; include as-designed HVAC layouts, locations of equipment items, refrigerant piping sizes and locations, condensate piping sizes and locations, remote sensing devices, control components, electrical connections, control wiring connections. Include: 1. Detailed piping diagrams, with branch balancing devices. 2. Condensate piping routing, size, and pump connections. 3. Detailed power wiring diagrams. _ 4. Detailed control wiring diagrams. PART 2 PRODUCTS 2.01 HVAC SYSTEM DESIGN A. System Operation: Heating or cooling, selected at system level. 1. Provide a complete functional system that achieves the specified performance based on the specified design conditions and that is designed and constructed according to the equipment manufacturer's requirements. 2. Conditioned spaces are shown on the drawings. 3. Outdoor/Condenser unit locations are shown on the drawings. 4. Indoor/Evaporator unit locations are shownton the drawings. 5. Required equipment unit capacities are shown on the drawings. 6. Refrigerant piping sizes are shown on the drawings. 7. Connect equipment to condensate piping; condensate piping is shown on the drawings. B. Cooling Mode Interior Performance: 1. Daytime Setpoint: 72 degrees F,plus or minus 2 degrees F. 2. Setpoint Range: 57 degrees F to 77 degrees F. 3. Night Setback: 78 degrees F. 4. Interior Relative Humidity: 20 percent, maximum. C. Heating Mode Interior Performance: 1. Daytime Setpoint: 68 degrees F,plus or minus 2 degrees F. 2. Setpoint Range: 59 degrees F to 80 degrees F. 3. Night Setback: 60 degrees F. DIVISION 15 - Page 24 of 34 DIVISION 15—MECHANICAL 4. Interior Relative Humidity: 10 percent, minimum. D. Outside Air Design Conditions: 1. Summer Outside Air Design Temperature: 0.4 percent cooling design condition listed in ASHRAE Fundamentals Handbook. 2. Winter Outside Air Design Temperature: 99.6 percent heating design condition listed in ASHRAE Fundamentals Handbook. E. Energy Design Wind Speed: 25 mph. F. Refrigerant Piping Lengths: Provide equipment capable of serving system with following piping lengths without any oil traps: 1. Total Combined Liquid Line Length: 160 feet, minimum. G. Controls: Provide the following control interfaces: 1. For Each Indoor/Evaporator Unit: One wall-mounted wired "local" controller, with temperature sensor; locate where indicated. ,H. Local Controllers: Wall-mounted, wired, containing temperature sensor. 2.02 EQUIPMENT A. All Units: Factory assembled, wired, and piped and factory tested for function and safety. 1. Refrigerant: R-410A. 2. Performance Certification: AHRI Certified; www.ahrinct.org. 3. Safety Certification: Tested to UL 1995 by UL or Intertek-ETL and bearing the certification label. 4. Provide outdoor/condensing units capable of serving indoor unit capacity up to 200 percent of the capacity of the outdoor/condensing unit. 5. Provide units capable of serving the zones indicated. 6. Energy Efficiency: Report EER and COP based on tests conducted at"full load"in accordance with AHRI 210/240 or alternate test method approved by U.S. Department of Energy. B. Electrical Characteristics: 1. Power- Condensing Units: 208 to 230 Volts, 1-phase, 60 Hz. 2. Power- Indoor Units: 208 to 230 Volts, single phase, 60 Hz. 3. 208-230 Voltage Range: 187 to 253 volts. 4. Control: 16 volts DC. r 2.03 OUTDOOR/CONDENSING UNITS A. Outdoor/Condensing Units: Air-cooled DX refrigeration units, designed specifically for use with indoor/evaporator units; factory assembled and wired with all necessary electronic and refrigerant controls; modular design for ganging multiple units. 1. Refrigeration Circuit: Scroll compressors, motors, fans, condenser coil, electronic expansion valves, solenoid valves, 4-way valve, distribution headers, capillaries, filters, shut off valves, oil separators, service ports and refrigerant regulator. 2. Refrigerant: Factory charged. 3. Variable Volume Control: Modulate compressor capacity automatically to DIVISION 15 -Page 25 of 34 DIVISION 15—MECHANICAL maintain constant suction and condensing pressures while varying refrigerant volume to suit heating/cooling loads. _ 4. Capable of heating operation at low end of operating range as specified, without additional low ambient controls or auxiliary heat source; during heating operation, reverse cycle (cooling mode) oil return or defrost is not permitted, due to potential reduction in space temperature. 2.04 INDOOR/EVAPORATOR UNITS A. All Indoor/Evaporator Units: Factory assembled and tested DX fan-coil units, with electronic proportional expansion valve, control circuit board, factory wiring and piping, self-diagnostics, auto-restart function, 3-minute fused time delay, and test run switch. 1. Refrigerant: Refrigerant circuits factory-charged with dehydrated air, for field charging. 2. Temperature Control Mechanism: Return air thermistor and computerized Proportional-Integral-Derivative(PID) control of superheat. B. Concealed-In-Ceiling Units: Ducted horizontal discharge and return; galvanized steel cabinet. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install refrigerant piping in accordance with equipment manufacturer's instructions. C. Perform wiring in accordance with NFPA 70, National Electric Code (NEC). D. Coordinate with installers of systems and equipment connecting to this system. END OF SECTION 15732 - VARIABLE REFRIGERANT VOLUME (VRC) HVAC SYSTEM DIVISION 15 - Page 26 of 34 DIVISION 15—MECHANICAL SECTION 15810—DUCTS PART 1 GENERAL _ 1.01 SUBMITTALS - A. Product Data: Provide data for duct materials. B. Shop Drawings: Indicate duct fittings,particulars such as gages, sizes, welds, and configuration prior to start of work for low pressure class and higher systems. PARI' 2 PRODUCTS 2.01 DUCT ASSEMBLIES A. Low Pressure Supply(System with Cooling Coils): 1/2 inch w.g. pressure class, galvanized steel. B. General Exhaust: 1/2 inch w.g. pressure class, galvanized steel. 2.02 MATERIALS A. Galvanized Steel for Ducts: Hot-dipped galvanized steel sheet, ASTM A653/A653M FS Type B, with G60/Z180 coating. 2.03 DUCTWORK FABRICATION A. Fabricate and support in accordance with SMACNA(DCS) and as indicated. B. No variation of duct configuration or size permitted except by written permission. Size round duct installed in place of rectangular ducts in accordance with ASHRAE Handbook-Fundamentals. C. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. D. Construct T's,bends, and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows must be used, provide air foil turning vanes of perforated metal with glass fiber insulation. E. Provide turning vanes of perforated metal with glass fiber insulation when acoustical f lining is indicated. F. Increase ,duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream. G. Fabricate continuously welded round and oval duct fittings in accordance with SMACNA (DCS). H. Where ducts are connected to exterior wall louvers and duct outlet is smaller than louver frame,provide blank-out panels sealing louver area around duct. Use same material as duct,painted black on exterior side; seal to louver frame and duct. DIVISION 15 -Page 27 of 34 l DIVISION 15—MECHANICAL 2.04 MANUFACTURED DUCTWORK AND FITTINGS PART 3 EXECUTION 3.01 INSTALLATION A. Provide openings in ductwork where required to accommodate thermometers and controllers. Provide pilot tube openings where required for testing of systems, complete with metal can with spring device or screw to ensure against air leakage. Where openings are provided in insulated ductwork, install insulation material inside a metal ring. END OF SECTION 15810—DUCTS DIVISION 15 -Page 28 of 34 DIVISION 15-MECHANICAL SECTION 15820-DUCT ACCESSORIES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide for shop fabricated assemblies including volume control dampers. Include electrical characteristics and connection requirements. PART 2 PRODUCTS 2.01 BACKDRAFT DAMPERS - METAL A. Multi-Blade, Parallel Action Gravity Balanced Backdraft Dampers: Galvanized steel, with center pivoted blades of maximum 6 inch width, with felt or flexible vinyl sealed edges, linked together in rattle-free manner with 90 degree stop, steel ball bearings, and plated steel pivot pin; adjustment device to permit setting for varying differential static pressure. 2.02 BACK-DRAFT DAMPERS -FABRIC 2.03 DUCT ACCESS DOORS A. Fabrication: Rigid and close-fitting of galvanized steel with sealing gaskets and quick fastening locking devices. For insulated ducts, install minimum 1 inch thick insulation with sheet metal cover. 1. Less Than 12 inches Square: Secure with sash locks. 2. Up to 18 inches Square: Provide two hinges and two sash locks. 3. Up to 24 x 48 inches: Three hinges and two compression latches with outside and inside handles. B. Access doors with sheet metal screw fasteners are not acceptable. 2.04 DUCT TEST HOLES A. Temporary Test Holes: Cut or drill in ducts as required. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist-on metal caps. ' f- 2.05 FLEXIBLE DUCT CONNECTIONS A. Fabricate in accordance with SMACNA (DCS) and as indicated. B. Flexible Duct Connections: Fabric crimped into metal edging strip. 1. Fabric: UL listed fire-retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 30 oz per sq yd. 2.06 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA (DCS) and as indicated. B. Multi-Blade Damper: Fabricate of opposed blade pattern with maximum blade sizes 8 x DIVISION 15 - Page 29 of 34 DIVISION 15—MECHANICAL 72 inch. Assemble center and edge crimped blades in prime coated or galvanized channel frame with suitable hardware. 1. Blade: 18 gage, 0.0478 inch, minimum. B. End Bearings: Except in round ducts 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil-impregnated nylon, thermoplastic elastomer, or sintered bronze bearings. D. Quadrants: 1. Provide locking, indicating quadrant regulators on single and multi-blade dampers. 2. On insulated ducts mount quadrant regulators on stand-off mounting brackets, bases, or adapters. 3. Where rod lengths exceed 30 inches provide regulator at both ends. PART 3 EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturer's instructions,NFPA 90A, and follow SMACNA(DCS). Refer to Section 15810 for duct construction and pressure class. _ B. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, combination fire and smoke dampers, and elsewhere as indicated. Provide minimum 8 x 8 inch size for hand access, size for shoulder access, and as indicated. Provide 4 x 4 inch for balancing dampers only. Review locations prior to fabrication. C. Provide duct test holes where indicated and required for testing and balancing purposes. END OF SECTION 15820—DUCT ACCESSORIES DIVISION 15 - Page 30 of 34 DIVISION 15—MECHANICAL SECTION 15835—POWER VENTILATORS PART 1 GENERAL 1.01 SUBMITTALS A. Product,Data: Provide data on fans and accessories including fan curves with specified operating point clearly plotted,power, RPM, sound power levels at rated capacity, and electrical characteristics and connection requirements. PART 2 PRODUCTS 2.01 POWER VENTILATORS - GENERAL A. Static and Dynamically Balanced: AMCA 204- Balance Quality and Vibration Levels for Fans. B. Performance Ratings: Determined in accordance with AMCA 210 and bearing the AMCA Certified Rating Seal. C. Sound Ratings: AMCA 301, tested to AMCA 300, and bearing AMCA Certified Sound Rating Seal. D. Fabrication: Conform to AMCA 99. E. UL Compliance: UL listed and labeled, designed,manufactured, and tested in accordance with UL 705. F. Electrical Components: Listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. 2.02 WALL EXHAUSTERS A. Per schedules on drawings. B. Fan Unit: V-belt or direct driven with spun aluminum housing; resiliently mounted motor; 1/2 inch mesh, 0.062 inch thick aluminum wire bird screen. C. Backdraft Damper: Gravity actuated, aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings,blades linked, and line voltage motor drive, power open, spring return. D. Sheaves: For V-belt drives,provide cast iron or steel, dynamically balanced, bored to fit shafts and keyed; variable and adjustable pitch motor sheaves selected so required rpm is obtained with sheaves set at mid-position; fan shaft with self-aligning pre-lubricated ball bearings. 2.03 CABINET AND CEILING EXHAUST FANS A. Per schedules on draiwngs. B. Centrifugal Fan Unit: V-belt or direct driven with galvanized steel housing, resilient mounted motor, gravity backdraft damper in discharge. C. Grille: Molded white plastic. D. Sheaves: Cast iron or steel, dynamically balanced, bored to fit shafts and keyed; variable and adjustable pitch motor sheaves selected so required rpm is obtained with sheaves set DIVISION 15 - Page 31 of 34 DIVISION 15—MECHANICAL at mid-position; fan shaft with self-aligning pre-lubricated ball bearings. PANT 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide sheaves required for final air balance. C. Install backdraft dampers on inlet to roof and wall exhausters. D. Provide backdraft dampers on outlet from cabinet and ceiling exhauster fans and as indicated. END OF SECTION 15835—POWER VENTILATORS � 4 DIVISION 15 - Page 32 of 34 DIVISION 15—MECHANICAL SECTION 15850—AIR OUTLETS & INLETS PANT I GENERAL 1.01 SUBMITTALS A. Product Data: Provide data for equipment required for this project. Review outlets and inlets as to size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets showing type, size, location, application, and noise level. PART 2 PRODUCTS 2.01 RECTANGULAR CEILING DIFFUSERS A. Type: Provide square, stamped,multi-core diffuser to discharge air in four way pattern with sectorizing baffles where indicated. B. Frame: Provide inverted T-bar type. In plaster ceilings, provide plaster frame and ceiling frame. 2.02 CEILING EGG CRATE EXHAUST AND RETURN GRILLES A. Type: Egg crate style face consisting of 1/2 x 1/2 x 1/2 inch grid core. B. Fabrication: Grid core consists of aluminum with mill aluminum finish. C. Frame: Channel lay-in frame for suspended grid ceilings. 2.03 LOUVERS A. Type: '4 inch deep with blades on 45 degree slope with center baffle and return bend, heavy channel frame, 1/2 inch square mesh screen over exhaust and 1/2 inch square mesh screen over intake. B. Fabrication: 16 gage, 0.0598 inch thick galvanized steel welded assembly, with factory prime coat finish. C. Mounting: Furnish with exterior flat flange for installation. 2.04 GOOSENECKS A. Fabricate in accordance with SMACNA (DCS) of minimum 18 gage, 0.0598 inch galvanized steel. B. Mount on minimum 12 inch high curb base where size exceeds 9 x 9 inch. DIVISION 15 - Page 33 of 34 DIVISION 15—MECHANICAL PART 3 EXECUTION 3.01 INSTALLATION A. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. B. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly. EMI) OF SECTION 15550—AIR OUTLETS &INLETS DIVISION 15 -Page 34 of 34 DIVISION 16—ELECTRICAL GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES,ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS -DIVISION 16-ELECTRICAL Included in this Division are the following sections: 16060 Grounding and Bonding 16070 Hanger and Supports 16075 Electrical Identification 16123 Building Wire and Cable 16131 Conduit 16138 Boxes 16140 Wiring Devices 16145 Lighting Control Devices 16412 Enclosed Switches 16423 Enclosed Motor Controllers 16443 Panel Boards 16491 Fuses 16510 Interior Luminaires 16520 Exterior Luminaires DIVISION 16-Page 1 of 33 DIVISION 16—ELECTRICAL SECTION 16060—GROUNDING AND BONDING PARI' 1 GENERAL, 1.01 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PARI' 2 PRODUCT'S 2.01 GROUNDING AND BONDING REQUIREMENTS A. Do not use products for applications other than as permitted by NFPA 70 and product listing. B. Unless specifically indicated to be excluded,provide all required components, conductors, connectors, conduit,boxes, fittings, supports, accessories, etc. as necessary for a complete grounding and bonding system. C. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. D. Grounding System Resistance: 1. Achieve specified grounding system resistance under normally dry conditions unless otherwise approved by Architect. Precipitation within the previous 48 hours does not constitute normally dry conditions. 2. Between Grounding Electrode System and Major Electrical Equipment,Frames, System Neutral, and Derived Neutral Points: Not greater than 0.5 ohms, when tested using "point-to-point" methods. E. Grounding Electrode System: 1. Provide connection to required and supplemental grounding electrodes indicated to form grounding electrode system. a. Provide continuous grounding electrode conductors without splice or joint. b. Install grounding electrode conductors in raceway where exposed'to physical damage. Bond grounding electrode conductor to metallic raceways at each end with bonding jumper. 2. Metal Underground Water Pipe(s): a. Provide connection to underground metal domestic and fire protection (where present) water service pipe(s) that are in direct contact with earth for at least 10 feet at an accessible location not more than 5 feet from the point of entrance to the building. b. Provide bonding jumper(s) around insulating joints/pipes as required to make pipe electrically continuous. C. Provide bonding jumper around water meter of sufficient length to permit removal of meter without disconnecting jumper. DIVISION 16-Page 2 of 33 DIVISION 16—]ELEC'T'RICAL 3. Metal Building or Structure Frame: a. Provide connection to metal building or structure frame effectively grounded in accordance with NFPA 70 at nearest accessible location. 4. Ground Rod Electrode(s): a. Provide three electrodes in an equilateral triangle configuration unless otherwise indicated or required. b. Space electrodes not less than 10 feet from each other and any other ground electrode. F. Bonding and Equipment Grounding: 1. Provide bonding for equipment grounding conductors, equipment ground busses, metallic equipment enclosures, metallic raceways and boxes, device grounding terminals, and other normally non-current-carrying conductive materials enclosing electrical conductors/equipment or likely to become energized as indicated and in accordance with NFPA 70. 2. Provide insulated equipment grounding conductor in each feeder and branch circuit raceway. Do not use raceways as sole equipment grounding conductor. 3. Where circuit conductor sizes are increased for voltage drop, increase size of equipment grounding conductor proportionally in accordance with NFPA 70. 4. Unless otherwise indicated, connect wiring device grounding terminal to branch circuit equipment grounding conductor and to outlet box with bonding jumper. 5. Terminate branch circuit equipment grounding conductors on solidly bonded equipment ground bus only. Do not terminate on neutral (grounded) or isolated/insulated ground bus. 6. Provide bonding jumper across expansion,or expansion/deflection fittings provided to accommodate conduit movement. 2.02 GROUNDING AND BONDING COMPONENTS A. General Requirements: 1. Provide products listed, classified, and labeled as suitable for the purpose intended. 2. Provide products listed and labeled as complying with UL 467 where applicable. B. Conductors for Grounding and Bonding, in addition to requirements of Section 16123: 1. Use insulated copper conductors unless otherwise indicated. a. Exceptions: 1) Use bare copper conductors where installed underground in direct contact with earth. 2) Use bare copper conductors where directly encased in concrete (not in raceway). DIVISION 16 -Page 3 of 33 1 DIVISION 16—ELECTRICAL C. Connectors for Grounding and Bonding: 1. Description: Connectors appropriate for the application and suitable for the conductors and items to be connected; listed and labeled as complying with UL 467. 2. Unless otherwise indicated, use exothermic welded connections for underground, concealed and other inaccessible connections. 3. Unless otherwise indicated, use mechanical connectors, compression connectors, or exothermic welded connections for accessible connections. D. Ground Rod Electrodes: 1. Comply with NEMA GR 1. 2. Material: Copper-bonded(copper-clad) steel. 3. Size: 3/4 inch diameter by 10 feet length,unless otherwise indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install grounding and bonding system components in a neat and workmanlike manner in accordance with NECA 1. C. Ground Rod Electrodes: Unless otherwise indicated, install ground rod electrodes vertically. Where encountered rock prohibits vertical installation, install at 45 degree angle or bury horizontally in trench at least 30 inches (750 mm) deep in accordance with NFPA 70 or provide ground plates. D. Make grounding and bonding connections using specified connectors. 1. Remove nonconductive paint, enamel, or similar coating at threads, contact points, and contact surfaces. END OF SECTION 16060—GROUNDING AND BONDING DIVISION 16-Page 4 of 33 TDTVTSTON 16—ELECTRICAL SECTION 16070—HANGERS AND SUPPORTS PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Comply with NFPA 70. B. Comply with applicable building code. PART 2 PRODUC'T'S 2.01 SUPPORT AND ATTACHMENT COMPONENTS A. General Requirements: I. Provide all required hangers, supports, anchors, fasteners,.fittings, accessories, and hardware as necessary for the complete installation of electrical work. 2. Provide products listed, classified, and labeled as suitable for the purpose intended, where applicable. 3. Where support and attachment component types and sizes are not indicated, select in accordance with manufacturer's application criteria as required for the load to be supported with a minimum safety factor of 25%. Include consideration for vibration, equipment operation, and shock loads where applicable. 4. Do not use products for applications other than as permitted by NFPA 70 and product listing. 5. Steel Components: Use corrosion resistant materials suitable for the environment where installed. a. Indoor Dry Locations: Use zinc-plated steel or approved equivalent unless otherwise indicated. I b. Outdoor and Damp or Wet Indoor Locations: Use galvanized steel, stainless steel, or approved equivalent unless otherwise indicated. C. Zinc-Plated Steel: Electroplated in accordance with ASTM B633. d. Galvanized Steel: Hot-dip galvanized after fabrication in accordance with ASTM A123/A123M or ASTM A153/A153M. B. Conduit and Cable Supports: Straps, clamps, etc. suitable for the conduit or cable to be supported. 1. Conduit Straps: One-hole or two-hole type; steel or malleable iron. 2. Conduit Clamps: Bolted type unless otherwise indicated. C. Outlet Box Supports: Hangers,brackets, etc. suitable for the boxes to be supported. D. Metal Channel (Strut) Framing Systems: Factory-fabricated continuous-slot metal channel (strut) and associated fittings, accessories,-and hardware required for field- assembly of supports. 1. Comply with MFMA-4. DIVISION 16-Page 5 of 33 DIVISION 16—ELECTRICAL E. Hanger Rods: Threaded zinc-plated steel unless otherwise indicated. F. Anchors and Fasteners: 1. Unless otherwise indicated and where not otherwise restricted, use the anchor and fastener types indicated for the specified applications. PART 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install support and attachment components in a neat and workmanlike manner in accordance with NECA 1. C. Provide independent support from building structure. Do not provide support from piping, ductwork, or other systems. D. Unless specifically indicated or approved by Architect, do not provide support from suspended ceiling support system or ceiling grid. E. Unless specifically indicated or approved by Architect, do not provide support from roof deck. F. Do not penetrate or otherwise notch or cut structural members without approval of Structural Engineer. G. Equipment Support and Attachment: 1. Use metal fabricated supports or supports assembled from metal channel (strut) to support equipment as required. 2. Use metal channel (strut) secured to studs to support equipment surface-mounted on hollow stud walls when wall strength is not sufficient to resist pull-out. 3. Use metal channel (strut)to support surface-mounted equipment in wet or damp locations to provide space between equipment and mounting surface. 4. Securely fasten floor-mounted equipment. Do not install equipment such that it relies on its own weight for support. END OF SECTION 16070—HANGERS AND SUPPORTS DIVISION 16 -Page 6 of 33 DIVISION 16—ELECTRICAL SECTION 16075—ELECTRICAL IDENTIFICATION PART 1 GENER IL 1.01 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 IDENTIFICATION REQUIREMENTS A. Identification for Equipment: 1. Use identification nameplate to identify each piece of electrical distribution and control equipment and associated sections, compartments, and components. a. Panelboards: 1) Identify ampere rating. 2) Identify voltage and phase. 3) Identify power source and circuit number. Include location when not within sight of equipment. 4) Use typewritten circuit directory to identify load(s) served for panelboards with a door. Identify spares and spaces using pencil. 5) For power panelboards without a door, use identification nameplate to identify load(s) served for each branch device. Do not identify spares and spaces. b. Enclosed switches, circuit breakers, and motor controllers: 1) Identify voltage and phase. 2) Identify power source and circuit number. Include location when not within sight of equipment. 3) Identify load(s) served. Include location when not within sight of equipment. 2. Service Equipment: a. Use identification nameplate to identify each service disconnecting means. b. Use identification nameplate at each piece of service equipment to identify the available fault current and the date calculations were performed. B. Identification for Conductors and Cables: 1. Color Coding for Power Conductors 600 V and Less: Comply with Section 16123. 2. Use identification nameplate or identification label to identify color code for ungrounded and grounded power conductors inside door or enclosure at each piece of feeder or branch-circuit distribution equipment when premises has feeders or branch circuits served by more than one nominal voltage system. DIVISION 16 -Page 7 of 33 DIVISION 16—ELECTRICAL 2.02 IDENTIFICATION NAMEPLATES AND LABELS A. Identification Nameplates: 1. Materials: B. Identification Labels: 1. Materials: Use self-adhesive laminated plastic labels; UV, chemical, water, heat, and abrasion resistant. 2. Text: Use factory pre-printed or machine-printed text. Do not use handwritten text unless otherwise indicated. 2.03 WARNING SIGNS AND LABELS A. Comply with ANSI Z535.2 or ANSI Z535.4 as applicable. B. Warning Signs: 1. Materials: 2. Minimum Size: 7 by 10 inches unless otherwise indicated. C. Warning Labels: 1. Materials: Use factory pre-printed or machine-printed self-adhesive polyester or self-adhesive vinyl labels; UV, chemical, water, heat, and abrasion resistant; produced using materials recognized to UL 969. 2. Machine-Printed Labels: Use thermal transfer process printing machines and accessories recommended by label manufacturer. 3. Minimum Size: 2 by 4 inches unless otherwise indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Secure nameplates to exterior surfaces of enclosures using stainless steel screws and to interior surfaces using self-adhesive backing or epoxy cement. END OF SECTION 16075—ELECTRICAL IDENTIFICATION .s DIVISION 16 -Page 8 of 33 DIVISION 16—ELECTRICAL SECTION 16123—BUILDING WIRE AND CABLE PART 1 PRODUCTS 1.01 CONDUCTOR AND CABLE APPLICATIONS A. Do not use conductors and cables for applications other than as permitted by NFPA 70 and product listing. B. Provide single conductor building wire installed in suitable raceway unless otherwise indicated,permitted, or required. 1.02 CONDUCTOR AND CABLE GENERAL REQUIREMENTS A. Provide products that comply with requirements of NFPA 70. u B. Provide products listed, classified, and labeled as suitable for the purpose intended. C. Unless specifically indicated to be excluded,provide all required conduit, boxes, wiring, connectors, etc. as required for a complete operating system. D. Comply with NEMA WC 70. E. Thermoplastic-Insulated Conductors and Cables: Listed and labeled as complying with UL 83. F. Thermoset-Insulated Conductors and Cables: Listed and labeled as complying with UL 44. G. Conductor Material: 1. Provide copper conductors except where aluminum conductors are specifically indicated or permitted for substitution. Conductor sizes indicated are based on copper unless specifically indicated as aluminum. Conductors designated with the abbreviation "AL" indicate aluminum. a. Substitution of aluminum conductors for copper is permitted,when approved by Owner and authority having jurisdiction, only for the following: 1) Feeders: Copper conductors size 1/0 AWG and larger. b. Where aluminum conductors are substituted for copper, comply with the following: 1) Size aluminum conductors to provide, when compared to copper sizes indicated, equivalent or greater ampacity and equivalent or less voltage drop. 2) Increase size of raceways,boxes, wiring gutters, enclosures, etc. as required to accommodate aluminum conductors. 2. Copper Conductors: Soft drawn annealed, 98 percent conductivity,uncoated copper conductors complying with ASTM B3, ASTM B8, or ASTM B787/B 787M unless otherwise indicated. 3. Tinned Copper Conductors: Comply with ASTM B33. 4. Aluminum Conductors (only where specifically indicated or permitted for substitution): AA-8000 series aluminum alloy conductors recognized by ASTM B800 and compact stranded in accordance with ASTM B801 unless otherwise indicated. H. Minimum Conductor Size: 12 AWG. DIVISION 16-Page 9 of 33 DMS1ON 16—ELECTRICAL I. Conductor Color Coding: 1. Color code conductors as indicated unless otherwise required by the authority having jurisdiction. Maintain consistent color coding throughout project. 2. Color Coding Method: Integrally colored insulation. 3. Color Code: a. 208Y/120 V, 3 Phase, 4 Wire System: 1) Phase A: Black. 2) Phase B: Red. 3) Phase C: Blue. 4) Neutral/Grounded: White. b. Equipment Ground, All Systems: Green. 1.03 SINGLE CONDUCTOR BUILDING WIRE A. Description: Single conductor insulated wire. B. Conductor Stranding: 1. Feeders and Branch Circuits: a. Size 10 AWG and Smaller: Solid. b. Size 8 AWG and Larger: Stranded. C. Insulation Voltage Rating: 600 V. D. Insulation: 1. Copper Building Wire: Type THHN/THWN-2 or USE-2, except as indicated below. 1.04 METAL-CLAD CABLE A. Description: NFPA 70, Type MC cable listed and labeled as complying with UL 1569, and listed for use in classified firestop systems to be used. B. Conductor Stranding: 1. Size 10 AWG and Smaller: Solid. 2. Size 8 AWG and Larger: Stranded. C. Insulation Voltage Rating: 600 V. D. Insulation: Type THHN/THWN-2 or USE-2. E. Grounding: Full-size integral equipment grounding conductor. F. Armor: Steel, interlocked tape. 1.05 WIRING CONNECTORS A. Description: Wiring connectors appropriate for the application, suitable for use with the conductors to be connected, and listed as complying with UL 486A- 486B or UL 486C as applicable. s s DIVISION 16 -Page 10 of 33 DIVISION 16—ELECTRICAL PART 2 EXECUTION 2.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install conductors and cable in a neat and workmanlike manner in accordance with NECA 1. C. Install aluminum conductors in accordance with NECA 104. D. Install metal-clad cable (Type MC) in accordance with NECA 120. E. Secure and support conductors and cables in accordance with NFPA 70 using suitable supports and methods approved by the authority having jurisdiction. Provide independent support from building structure. Do not provide support from raceways, piping, ductwork, or other systems. F. Terminate cables using suitable fittings. G. Install conductors with a minimum of 12 inches of slack at each outlet. H. Make wiring connections using specified wiring connectors. 1. Connections for Aluminum Conductors: Fill connectors with oxide inhibiting compound where not pre-filled by manufacturer. I. Insulate splices and taps that are made with uninsulated connectors using methods suitable for the application, with insulation and mechanical strength at least equivalent to unspliced conductors. J. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 07840. K. Unless specifically indicated to be excluded,provide final connections to all equipment and devices, including those furnished by others, as required for a complete operating system. END OF SECTION 16123—BUILDING VVIR AND CABLE DIVISION 16-Page 11 of 33 DIVISION 16—ELECTRICAL SECTION 16131—CONDUIT PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 CONDUIT APPLICATIONS A. Do not use conduit and associated fittings for applications other than as permitted by NFPA 70 and product listing. B. Unless otherwise indicated and where not otherwise restricted,use the conduit types indicated for the specified applications. Where more than one listed application applies, comply with the most restrictive requirements. Where conduit type for a particular application is not specified, use galvanized steel rigid metal conduit. C. Underground: 1. Under Slab on Grade: Use galvanized steel rigid metal conduit, PVC-coated galvanized steel rigid metal conduit, or rigid PVC conduit. 2. Where rigid polyvinyl (PVC) conduit is provided, transition to galvanized steel rigid metal conduit where emerging from underground. 3. Where steel conduit is installed in direct contact with earth where soil has a resistivity of less than 2000 ohm-centimeters or is characterized as severely corrosive based on soils report or local experience,use corrosion protection tape to provide supplementary corrosion protection or use PVC-coated galvanized steel rigid metal conduit. D. Concealed Within Hollow Stud Walls: Use electrical metallic tubing (EMT). E. Concealed Above Accessible Ceilings: Use electrical metallic tubing (EMT). F. Exposed, Interior, Subject to Physical Damage: Use galvanized steel rigid metal conduit. G. Exposed, Exterior: Use galvanized steel rigid metal conduit or PVC-coated galvanized steel rigid metal conduit. H. Connections to Luminaires Above Accessible Ceilings: Use flexible metal conduit. 2.02 CONDUIT REQUIREMENTS A. Provide all conduit, fittings, supports, and accessories required for a complete raceway 1W system. B. Provide products listed, classified, and labeled as suitable for the purpose intended. C. Where conduit size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. DIVISION 16-Page 12 of 33 DIVISION 16—ELECTIUCAL 2.03 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) A. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit complying with ANSI 080.1 and listed and labeled as complying with UL 6. B. Fittings: 1. Non-Hazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 2. Material: Use steel or malleable iron. 3. Connectors and Couplings: Use threaded type fittings only. Threadless set screw and compression(gland)type fittings are not permitted. 2.04 PVC-COATED GALVANIZED STEEL RIGID METAL CONDUIT (RMC) A. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit with external polyvinyl chloride(PVC) coating complying with NEMA RN 1 and listed and labeled as complying with UL6. B. Exterior Coating: Polyvinyl chloride(PVC), nominal thickness of 40 mil. C. PVC-Coated Fittings: 1. Manufacturer: Same as manufacturer of PVC-coated conduit to be installed. 2. Non-Hazardous Locations: Use fittings listed and labeled as complying with UL 514B. 3. Material: Use steel or malleable iron. 4. Exterior Coating: Polyvinyl chloride (PVC), minimum thickness of 40 mil. D. PVC-Coated Supports: Furnish with exterior coating of polyvinyl chloride(PVC), minimum thickness of 15 mil. 2.05 FLEXIBLE METAL CONDUIT (FMC) A. Description: NFPA 70, Type FMC standard wall steel flexible metal conduit listed and labeled as complying with UL 1, and listed for use in classified firestop systems to be used. B. Fittings: 1. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 2. Material: Use steel or malleable iron. 2.06 ELECTRICAL METALLIC TUBING (EMT) A. Description: NFPA 70, Type EMT steel electrical metallic tubing complying with ANSI C80.3 and listed and labeled as complying with UL 797. B. Fittings: 1. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B. 2. Material: Use steel or malleable iron. 3. Connectors and Couplings: Use compression(gland) or set-screw type. a. Do not use indenter type connectors and couplings. DIVISION 16 -Page 13 of 33 DIVISION 16—ELECTRICAL 2.07 RIGID POLYVINYL CHLORIDE (PVC) CONDUIT A. Description: NFPA 70, Type PVC rigid polyvinyl chloride conduit complying with NEMA TC 2 and listed and labeled as complying with UL 651; Schedule 40 unless otherwise indicated, Schedule 80 where subject to physical damage; rated for use with conductors rated 90 degrees C. B. Fittings: 1. Manufacturer: Same as manufacturer of conduit to be connected. 2. Description: Fittings complying with NEMA TC 3 and listed and labeled as complying with UL 651; material to match conduit. 2.08 ACCESSORIES A. Corrosion Protection Tape: PVC-based,minimum thickness of 20 mil. B. Conduit Joint Compound: Corrosion-resistant, electrically conductive; suitable for use with the conduit to be installed. C. Pull Strings: Use nylon cord with average breaking strength of not less than 200 pound- force. PARI' 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install conduit in a neat and workmanlike manner in accordance with NECA 1. C. Install galvanized steel rigid metal conduit (RMC) in accordance with NECA 101. D. Install PVC-coated galvanized steel rigid metal conduit(RMC)using only tools approved by the manufacturer. E. Install rigid polyvinyl chloride (PVC) conduit in accordance with NECA 111. F. Conduit Support: 1. Secure and support conduits in accordance with NFPA 70 and Section 16070 using suitable supports and methods approved by the authority having jurisdiction. 2. Provide independent support from building structure. Do not provide support from piping, ductwork, or other systems. G. Connections and Terminations: 1. Use approved zinc-rich paint or conduit joint compound on field-cut threads of galvanized steel conduits prior to making connections. 2. Where two threaded conduits must be joined and neither can be rotated,use three-piece couplings or split couplings. Do not use running threads. 3. Terminate threaded conduits in boxes and enclosures using threaded hubs or double lock nuts for dry locations and raintight hubs for wet locations. 4. Provide insulating bushings or insulated throats at all conduit terminations to protect conductors. H. Penetrations: DIVISION 16 -Page 14 of 33 DIVISION 16—ELECTRICAL L 1. Do not penetrate or otherwise notch or cut structural members, including footings and grade beams, without approval of Structural Engineer. 2. Provide sleeves for penetrations as indicated or as required to facilitate installation. Set sleeves flush with exposed surfaces unless otherwise indicated or required. 3. Seal interior of conduits entering the building from underground at first accessible point to prevent entry of moisture and gases. 4. Where conduits penetrate waterproof membrane, seal as required to maintain integrity of membrane. 5. Make penetrations for roof-mounted equipment within associated equipment openings and curbs where possible to minimize roofing system penetrations. Where penetrations are necessary, seal as indicated or as required to preserve integrity of roofing system and maintain roof warranty. Include proposed locations of penetrations and methods for sealing with submittals. 6. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 07840. I. Conduit Movement Provisions: Where conduits are subject to movement, provide expansion and expansion/deflection fittings to prevent damage to enclosed conductors or connected equipment. This includes,but is not limited to: 1. Where conduits cross structural joints intended for expansion, contraction, or deflection. 2. Where conduits are subject to earth movement by settlement or frost. J. Condensation Prevention: Where conduits cross barriers between areas of potential substantial temperature differential, provide sealing fitting or approved sealing compound at an accessible point near the penetration to prevent condensation. This includes, but is not limited to: 1. Where conduits pass from outdoors into conditioned interior spaces. 2. Where conduits pass from unconditioned interior spaces into conditioned interior spaces. ENI) OF SECTION 16131—CONDUIT c DIVISION 16 -Page 15 of 33 i DIVISION 16—ELECTRICAL SECTION 16138—BOXES PART 1 GENERAL, 1.01 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 BOXES A. General Requirements: 1. Do not use boxes and associated accessories for applications other than as permitted by NFPA 70 and product listing. 2. Provide all boxes, fittings, supports, and accessories required for a complete raceway system and to accommodate devices and equipment to be installed. 3. Provide products listed, classified, and labeled as suitable for the purpose intended. 4. Where box size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified. 5. Provide grounding terminals within boxes where equipment grounding conductors terminate. B. Outlet and Device Boxes Up to 100 cubic inches, Including Those Used as Junction and Pull Boxes: 1. Use sheet-steel boxes for dry locations unless otherwise indicated or required. 2. Use cast iron boxes or cast aluminum boxes for damp or wet locations unless otherwise indicated or required; furnish with compatible weatherproof gasketed covers. 3. Use suitable concrete type boxes where flush-mounted in concrete. 4. Use suitable masonry type boxes where flush-mounted in masonry walls. 5. Use raised covers suitable for the type of wall construction and device configuration where required. 6. Use shallow boxes where required by the type of wall construction. 7. Do not use "through-wall"boxes designed for access from both sides of wall. 8. Sheet-Steel Boxes: Comply with NEMA OS 1, and list and label as complying with UL 514A. 9. Cast Metal Boxes: Comply with NEMA FB 1, and list and label as complying with UL 514A; furnish with threaded hubs. 10. Boxes for Supporting Luminaires and Ceiling Fans: Listed as suitable for the type and weight of load to be supported; famished with fixture stud to accommodate mounting of luminaire where required. 11. Boxes for Ganged Devices: Use multigang boxes of single-piece construction. Do not use field-connected gangable boxes. DIVISION 16 -Page 16 of 33 DIVISION 16—ELECTRICAL -C. Cabinets and Enclosures, Including Junction and Pull Boxes Larger Than 100 cubic inches: 1- Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E, or UL 508A. 2. Junction and Pull Boxes Larger Than 100 cubic inches: a. Provide screw-cover or hinged-cover enclosures unless otherwise indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Perform work in a neat and workmanlike manner in accordance with NECA 1 and, where applicable, NECA 130, including mounting heights specified in those standards where mounting heights are not indicated. C. Arrange equipment to provide minimum clearances in accordance with manufacturer's instructions and NFPA 70. D. Box Supports: 1. Secure and support boxes in accordance with NFPA 70 and Section 16070 using suitable supports and methods approved by the authority having jurisdiction. 2. Provide independent support,from building structure except for cast metal boxes (other than boxes used for fixture support) supported by threaded conduit connections in accordance with NFPA 70. Do not provide support from piping, ductwork, or other systems. E. Install boxes as required to preserve insulation integrity. F. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V. G. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 07840. END D OF SECTION 16135—PDXES DIVISION 16-Page 17 of 33 DIVISION 16—ELECTRICAL SECTION 16140—WRUNG DEVICES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide manufacturer's catalog information showing dimensions,'colors, and configurations. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed, classified, and labeled as suitable for the purpose intended. PART 2 PRODUCTS 2.01 WIRING DEVICE APPLICATIONS A. Provide wiring devices suitable for intended use and with ratings adequate for load served. B. Provide weather resistant GFI receptacles with specified weatherproof covers for all receptacles installed outdoors or in damp or wet locations. C. Provide GFI protection for all receptacles installed within 6 feet of sinks. D. Provide GFI protection for all receptacles installed in kitchens. E. Provide GFI protection for all receptacles serving electric drinking fountains. 2.02 WALL SWITCHES A. All Wall Switches: AC only, quiet operating, general-use snap switches with silver alloy contacts, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 20 and where applicable, FS W-S-896; types as indicated on the drawings. B. Standard Wall Switches: Industrial specification grade, 20 A, 120/277 V with standard toggle type switch actuator and maintained contacts; single pole single throw, double pole single throw, three way, or four way as indicated on the drawings. 2.03 RECEPTACLES A. All Receptacles: Self-grounding, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 498, and where applicable, FS W-C-596; types as indicated on the drawings. 1. NEMA configurations specified are according to NEMA WD 6. B. Convenience Receptacles: 1. Standard Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R; single or duplex as indicated on the drawings. DIVISION 16 -Page 18 of 33 DIVISION 16—ELECTRICAL 2. Weather Resistant Convenience Receptacles: Industrial specification grade, 20A, 125V,NEMA 5-20R, , listed and labeled as weather resistant type complying with UL 498 Supplement SE suitable for installation in damp or wet locations; single or duplex as indicated on the drawings. C. GFI Receptacles: 1. All GFI Receptacles: Provide with feed-through protection, light to indicate ground fault tripped condition and loss of protection, and list as complying with UL 943, class A. 2. Standard GFI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style. 3. Weather Resistant GFI Receptacles: Industrial specification grade, duplex, 20A, 125V,NEMA 5-20R,rectangular decorator style, listed and labeled as weather resistant type complying with UL 498 Supplement SE suitable for installation in damp or wet locations. PART 3 EXECUTION 3.01 INSTALLATION A. Perform work in a neat and workmanlike manner in accordance with NECA 1 and, where applicable;NECA 130, including mounting heights specified in those standards unless otherwise indicated. B. Coordinate locations of outlet boxes provided under Section 16138 as required for installation of wiring devices provided under this section. 1. Mounting Heights: Unless otherwise indicated, as follows: a. Wall Switches: 48 inches above finished floor. b. Receptacles: 18 inches above finished floor or 6 inches above counter. C. Install wiring devices in accordance with manufacturer's instructions. D. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V. E. Connect wiring devices by wrapping conductor clockwise 3/4 turn around screw terminal and tightening to proper torque specified by the manufacturer. Where present, do not use push-in pressure terminals that do not rely on screw-actuated binding. F. Unless otherwise indicated, connect wiring device grounding terminal to branch circuit equipment grounding conductor and to outlet box with bonding jumper. END OF SECTION 16140—WIRING DEVICES DIVISION 16 -Page 19 of 33 DIVISION 16—ELECTRICAL SECTION 16145—LIGHTING CONTROL DEVICES PART 1 GENERAL 1.01 SUBMITTALS A. Shop Drawings: I. Occupancy Sensors: Provide lighting plan indicating location,model number, and orientation of each occupancy sensor and associated system component. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 LIGHTING CONTROL DEVICES - GENERAL REQUIREMENTS A. Provide products listed, classified, and labeled as suitable for the purpose intended. B. Unless specifically indicated to be excluded,provide all required conduit,wiring, connectors, hardware, components, accessories, etc. as required for a complete operating system. 2.02 OCCUPANCY SENSORS A. All Occupancy Sensors: 1. Description: Factory-assembled commercial specification grade devices for indoor use capable of sensing both major motion, such as walking, and minor motion, such as small desktop level movements, according to published coverage areas, for automatic control of load indicated. 2. Turn-Off Delay: Field adjustable, with time delay settings up to 30 minutes. 3. Compatibility(Non-Dimming Sensors): Suitable for controlling incandescent lighting, low-voltage lighting with electronic and magnetic transformers, fluorescent lighting with electronic and magnetic ballasts, and fractional motor loads, with no minimum load requirements. 4. Where wired sensors are indicated, wireless sensors are not acceptable without prior approval of Architect. B. Wall Switch Occupancy Sensors: 1. All Wall Switch Occupancy Sensors: a. Description: Occupancy'sensors designed for installation in standard wall box at standard wall switch mounting height with a field of view of 180 degrees, integrated manual control capability, and no leakage current to load in off mode. b. Operation: Operates only as vacancy sensor(manual on/ automatic off). 2. Passive Infrared/Ultrasonic Dual Technology Wall Switch Occupancy Sensors: DIVISION 16-Page 20 of 33 DIVISION 16—ELECTRICAL Capable of detecting motion within an area of 900 square feet. C. Ceiling Mounted Occupancy Sensors: 1. All Ceiling Mounted Occupancy Sensors: a. Description: Low profile occupancy sensors designed for ceiling installation. b. Unless otherwise indicated or required to control the load indicated on the drawings, provide low voltage units, for use with separate compatible accessory power packs. 2. Passive Infrared/Ultrasonic Dual Technology Ceiling Mounted Occupancy Sensors: a. Standard Range Sensors: Capable of detecting motion within an area of 450 square feet at a mounting height of 9 feet, with a field of view of 360 degrees. D. Power Packs for Low Voltage Occupancy Sensors: 1. Description: Plenum rated, self-contained low voltage class 2 transformer and relay compatible with specified low voltage occupancy sensors for switching of line voltage loads. 2. Provide quantity and configuration of power and slave packs with all associated wiring and accessories as required to control the load indicated on the drawings. 3. Input Supply Voltage: Dual rated for 120/277 V ac. 4. Load Rating: As required to control the load indicated on the drawings. 2.03 OUTDOOR PHOTO CONTROLS A. Stem-Mounted Outdoor Photo Controls: 1. Description: Direct-wired photo control unit with threaded conduit mounting stem and field-adjustable swivel base, listed and labeled as complying with UL 773A. 2. Housing: Weatherproof, impact resistant polycarbonate. 3. Photo Sensor: Cadmium sulfide. 4. Provide external sliding shield for field adjustment of light level activation. 5. Light Level Activation: 1 to 5 footcandles turn-on and 3 to 1 turn-off to turn- on ratio with delayed turn-off. 6. Voltage: As required to control the load indicated on the drawings. 7. Load Rating: As required to control the load indicated on the drawings. r PART 3 EXECUTION 3.01 INSTALLATION A. Perform work in a neat and workmanlike manner in accordance with NECA 1 and, where applicable,NECA 130, including mounting heights specified in those standards unless otherwise indicated. B. Coordinate locations of outlet boxes provided under Section 16138 as required for installation of lighting control devices provided under this section. C. Install lighting control devices in accordance with manufacturer's instructions. D. Unless otherwise indicated, connect lighting control device grounding terminal or conductor to branch circuit equipment grounding conductor and to outlet box with DIVISION 16-Page 21 of 33 DIVISION 16—ELECTRICAL bonding jumper. E. Where required and not furnished with lighting control device,provide wall plate in accordance with Section 16140. F. Occupancy Sensor Locations: 1. Location Adjustments: Locations indicated are diagrammatic and only intended to indicate which rooms or areas require devices. Provide quantity and locations as required for complete coverage of respective room or area based on manufacturer's recommendations for installed devices. 2. Locate ultrasonic and dual technology passive infrared/ultrasonic occupancy sensors a minimum of 4 feet from air supply ducts or other sources of heavy air flow and as per manufacturer's recommendations, in order to minimize false triggers. G. Outdoor Photo Control Locations: 1. Where possible, locate outdoor photo controls with photo sensor facing north. If north facing photo sensor is not possible, install with photo sensor facing east, west, or down. 2. Locate outdoor photo controls so that photo sensors do not face artificial light sources, including light sources controlled by the photo control itself. H. Install outdoor photo controls so that connections are weatherproof. Do not install photo controls with conduit stem facing up in order to prevent infiltration of water into the photo control. END OF SECTION 16145—LIGHTING CONTROL DEVICES DIVISION 16 -Page 22 of 33 DIVISION 16—ELECTRICAL SECTION 16412—ENCLOSED SWITCHES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets for enclosed switches and other installed components and accessories. B. Shop Drawings: Indicate outline and support point dimensions, voltage and current ratings, short circuit current ratings, conduit entry locations, conductor terminal information, and installed features and accessories. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 ENCLOSED SAFETY SWITCHES A. Description: Quick-make, quick-break enclosed safety switches listed and labeled as complying with UL 98; heavy duty, ratings, configurations, and features as indicated on the drawings. B. Provide products listed, classified, and labeled as suitable for the purpose intended. C. Horsepower Rating: Suitable for connected load. D. Voltage Rating: Suitable for circuit voltage. E. Short Circuit Current Rating: 1 1. Minimum Ratings: a. Switches Protected by Class H Fuses: 22,000 rms symmetrical amperes. F. Conductor Terminations: Suitable for use with the conductors to be installed. G. Provide solidly bonded equipment ground bus in each enclosed safety switch, with a suitable lug for terminating each equipment grounding conductor. H. Enclosures: Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E. Provide NEMA 1 for indoor and NEMA 3R for outdoor installations. I. Provide safety interlock to prevent opening the cover with the switch in the ON position with capability of overriding interlock for testing purposes. J. Heavy Duty Switches: 1. Comply with NEMA KS 1. 2. Conductor Terminations: a. Lug Material: Aluminum, suitable for terminating aluminum or copper conductors. 3. Provide externally operable handle with means for locking in the OFF position, capable of accepting three padlocks. DIVISION 16 -Page 23 of 33 DIVISION 16—ELECTRICAL PART 3 EXECUTION 3.01 INSTALLATION A. Install enclosed switches in accordance with manufacturer's instructions. B. Install enclosed switches securely, in a neat and workmanlike manner in accordance with NECA 1. C. Arrange equipment to provide minimum clearances in accordance with manufacturer's instructions and NFPA 70. D. Provide required supports in accordance with Section 16070. E. Except where indicated to be mounted adjacent to the equipment they supply, mount enclosed switches such that the highest position of the operating handle does not exceed 79 inches above the floor or working platform. F. Provide grounding and bonding in accordance with Section 16060. G. Provide fuses complying with Section 16491 for fusible switches as indicated or as required by equipment manufacturer's recommendations. END OF SECTION 16412—ENCLOSED SWITCHES DIVISION 16 -Page 24 of 33 DIVISION 16—ELECTRICAL SECTION 16423—ENCLOSED MOTOR CONTROLLERS PART 1 GENERA, PART 2 PRODUCTS 2.01 AUTOMATIC CONTROLLERS A. Magnetic Motor Controllers: NEMA ICS 2, AC general-purpose Class A magnetic controller for induction motors rated in horsepower. B. Coil Operating Voltage: 120 volts, 60 Hertz. C. Overload Relays: NEMA ICS 2;bimetal. D. Enclosures: NEMAWS 6, Type 1. 2.02 ACCESSORIES A. Cover Mounted Pilot Devices: NEMA ICS 5, standard duty oiltight type. B. Selector Switches: Rotary type. C. Control Power Transformers: 120 volt secondary, as scheduled. Provide fused primary, secondary, and bond unfused leg of secondary to enclosure. 2.03 DISCONNECTS A. Combination Controllers: Combine motor controllers with disconnects in common enclosure. Obtain IEC Class 2 coordinated component protection. PART 3 EXECUTION 3.01 INSTALLATION A. Install enclosed controllers where indicated, in accordance with manufacturer's instructions. B. Provide supports in accordance with Section 16070. END OF SECTION 16423—ENCLOSED MOTOR CONTROLLERS DIVISION 16-Page 25 of 33 DWISION 16—ELECTRICAL SECTION 16443—PANELBOARDS PART 1 GENERAL 1.01 SUBMITTALS A. Shop Drawings: Indicate outline and support point dimensions, voltage,main bus ampacity, overcuirent protective device arrangement and sizes, short circuit current ratings, conduit entry locations, conductor terminal information, and installed features and accessories. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PARI' 2 PRODUCTS 2.01 PANELBOARDS - GENERAL REQUIREMENTS A. Provide products listed, classified, and labeled as suitable for the purpose intended. B. Short Circuit Current Rating: 1. Provide panelboards with listed short circuit current rating not less than the available fault current at the installed location as indicated on the drawings. C. Panelboards Used for Service Entrance: Listed and labeled as suitable for use as service equipment according to UL 869A. D. Mains: Configure for top or bottom incoming feed as indicated or as required for the installation. E. Bussing: Sized in accordance with UL 67 temperature rise requirements. 1. Provide solidly bonded equipment ground bus in each panelboard, with a suitable lug for each feeder and branch circuit equipment grounding conductor. F. Conductor Terminations: Suitable for use with the conductors to be installed. G. Enclosures: Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E. 1. Boxes: Galvanized steel unless otherwise indicated. a. Provide wiring gutters sized to accommodate the conductors to be installed. 2. Fronts: 3. Lockable Doors: All locks keyed alike unless otherwise indicated. H. Future Provisions: Prepare all unused spaces for future installation of devices including bussing, connectors, mounting hardware and all other required provisions. I. Load centers are not acceptable. DIVISION 16 -Page 26 of 33 i DIVISION 16—ELECTRICAL 2.02 POWER DISTRIBUTION PANELBOARDS A. Description: Panelboards complying with NEMA PB 1, power and feeder distribution type, circuit breaker type, and listed and labeled as complying with UL 67; ratings, configurations and features as indicated on the drawings. B. Conductor Terminations: 1. Main and Neutral Lug Material: Aluminum, suitable for terminating aluminum or copper conductors. 2. Main and Neutral Lug Type: Mechanical. C. Bussing: 1. Phase and Neutral Bus Material: Aluminum. 2. Ground Bus Material: Aluminum. D. Circuit Breakers: 1. Provide bolt-on type. E. Enclosures: 1. Provide surface-mounted enclosures unless otherwise indicated. 2. Fronts: Provide lockable hinged door with concealed hinges for access to overcurrent protective device handles without exposing live parts. 3. Provide clear plastic circuit directory holder mounted on inside of door. 2.03 LIGHTING AND APPLIANCE PANELBOARDS A. Description: Panelboards complying with NEMA PB 1, lighting and appliance branch circuit type, circuit breaker type, and listed and labeled as complying with UL 67; ratings, configurations and features as indicated on the drawings. B. Conductor Terminations: 1. Main and Neutral Lug Material: Aluminum, suitable for terminating aluminum or copper conductors. 2. Main and Neutral Lug Type: Mechanical. C. Bussing: 1. Phase and Neutral Bus Material: Aluminum. 2. Ground Bus Material: Aluminum. D. Circuit Breakers: Thermal magnetic bolt-on type. E. Enclosures: 1. Provide surface-mounted or flush-mounted enclosures as indicated. 2. Fronts: Provide lockable hinged door with concealed hinges for access to overcurrent protective device handles without exposing live parts. 3. Provide clear plastic circuit directory holder mounted on inside of door. 2.04 OVERCURRENT PROTECTIVE DEVICES A. Molded Case Circuit Breakers: 1. Description: Quick-make, quick-break, over center toggle, trip-free, trip- indicating circuit breakers listed and labeled as complying with UL 489, and complying with FS W-C-375 where applicable; ratings, configurations, and features as indicated on the drawings. DIVISION 16-Page 27 of 33 i DIVISION 16—ELECTRICAL 2. Interrupting Capacity: a. Provide circuit breakers with interrupting capacity as required to provide the short circuit current rating indicated. b. Fully Rated Systems: Provide circuit breakers with interrupting capacity not less than the short circuit current rating indicated. 3. Conductor Terminations: a. Lug Material: Aluminum, suitable for terminating aluminum or copper conductors. 4. Thermal Magnetic Circuit Breakers: For each pole, furnish thermal inverse time tripping element for overload protection and magnetic instantaneous tripping element for short circuit protection. PART 3 EXECUTION 3.01 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Install panelboards securely, in a neat and workmanlike manner in accordance with NECA 1 (general workmanship),NECA 407 (panelboards), and NEMA PB 1.1. C. Arrange equipment to provide minimum clearances in accordance with manufacturer's instructions and'NFPA 70. D. Provide required supports in accordance with Section 16070. E. Mount panelboards such that the highest position of any operating handle for circuit breakers or switches does not exceed 79 inches above the floor or working platform. F. Provide minimum of six spare 1 inch trade size conduits out of each flush-mounted panelboard stubbed into accessible space above ceiling and below floor. G. Provide grounding and bonding in accordance with Section 16060. H. Provide filler plates to cover unused spaces in panelboards. END OI'SECTION 16443—PANELDOARDS DIVISION 16 -Page 28 of 33 DIVISION 16—ELECTRICAL SECTION 16491—FUSES PART 1 GENERAL ` 1.01 SUBMITTALS A. Product Data: Provide manufacturer's standard data sheets including voltage and current ratings, interrupting ratings, time-current curves, and current limitation curves. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 FUSES A. Provide products listed, classified, and labeled as suitable for the purpose intended. B. Unless specifically indicated to be excluded, provide fuses for all fusible equipment as required for a complete operating system. C. Provide fuses of the same type, rating, and manufacturer within the same switch. D. Comply with UL 248-1. E. Unless otherwise indicated,provide cartridge type fuses complying with NEMA FU 1, Class and ratings as indicated. F. Voltage Rating: Suitable for circuit voltage. PART 3 EXECUTION 3.01 INSTALLATION A. Do not install fuses until circuits are ready to be energized. B. Install fuses with label oriented such that manufacturer, type, and size are easily read. END OF SECTION 16491—FUSES DIVISION 16 -Page 29 of 33 DMSION 16—ELECTRICAL SECTION 16510—INTERIOR LUMINAIRES PART 1 GENERAL 1.01 SUBMITTALS A. Shop Drawings: 1. Provide photometric calculations where luminaires are proposed for substitution upon request. B. Product Data: Provide manufacturer's standard catalog pages and data sheets including detailed information on luminaire constriction, dimensions,ratings, finishes, mounting requirements, listings, service conditions, photometric performance, installed accessories, and ceiling compatibility; include model number nomenclature clearly marked with all proposed features. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 LUMINAIRE TYPES A. Furnish products as indicated in luminaire schedule included on the drawings. 2.02 LUMINAIRES A. Provide products that comply with requirements of NFPA 70. B. Provide products that are listed and labeled as complying with UL 1598,where applicable. C. Provide products listed, classified, and labeled as suitable for the purpose intended. D. Unless otherwise indicated,provide complete luminaires including lamp(s) and all sockets, ballasts,reflectors, lenses,housings and other components required to position, energize and protect the lamp and distribute the light. E. Unless specifically indicated to be excluded,provide all required conduit,boxes, wiring, connectors,hardware, supports, trims, accessories, etc. as necessary for a complete operating system. F. Provide products suitable to withstand normal handling, installation, and service without any damage, distortion, corrosion, fading, discoloring, etc. G. LED Luminaires: 1. Components: UL 8750 recognized or listed as applicable. 2. Tested in accordance with IES LM-79 and IES LM-80. 3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance, calculated based on IES LM-80 test data. Ak DIVISION 16 -Page 30 of 33 DIVISION 16—ELECTRICAL 2.03 EMERGENCY LIGHTING UNITS A. Description: Emergency lighting units complying with NFPA 101 and all applicable state and local codes, and listed and labeled as complying with UL 924. B. Battery: 1. Size battery to supply all connected lamps, including emergency remote heads where indicated. 2.04 EXIT SIGNS A. All Exit Signs: Internally illuminated with LEDs unless otherwise indicated; complying with NFPA 101 and all applicable state and local codes, and listed and labeled as complying with UL 924. PART 3 EXECUTION 3.01 INSTALLATION A. Coordinate locations of outlet boxes provided under Section 16138 as required for installation of luminaires provided under this section. B. Install products according to manufacturer's instructions. C. Install luminaires securely, in a neat and workmanlike manner, as specified in NECA 1 (general workmanship),NECA 500 (commercial lighting), and NECA 502 (industrial lighting). D. Install luminaires plumb and square and aligned with building lines and with adjacent. luminaires. E. Recessed Luminaires: 1. Non-IC Rated Luminaires: Maintain required separation from insulation and combustible materials according to listing. F. Wall-Mounted Luminaires: ,Unless otherwise indicated, specified mounting heights are to center of luminaire. G. Bond products and metal accessories to branch circuit equipment grounding conductor. H. Emergency Lighting Units: I. Exit Signs: J. Install lamps in each luminaire. END OF SECTION 16510—INTERIOR LUMINAIRES DIVISION 16 -Page 31 of 33 DMSION 16—ELECTRICAL SECTION 16520—EXTERIOR LUMINAIRES PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Provide manufacturer's standard catalog pages and data sheets including detailed information on luminaire construction, dimensions, ratings, finishes, mounting requirements, listings, service conditions,photometric performance, weight, effective projected area(EPA), and installed accessories; include model number nomenclature clearly marked with all proposed features. 1. LED Luminaires: a. Include estimated useful life, calculated based on IES LM-80 test data. 1.02 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART 2 PRODUCTS 2.01 LUMINAIRE TYPES A. Furnish products as indicated in luminaire schedule included on the drawings. 2.02 LUMINAIRES A. Provide products that comply with requirements of NFPA 70. B. Provide products that are listed and labeled as complying with UL 1598, where applicable. C. Provide products listed, classified, and labeled as suitable for the purpose intended. D. Unless otherwise indicated, provide complete luminaires including lamp(s) and all sockets, ballasts,reflectors, lenses, housings and other components required to position, energize and protect the lamp and distribute the light. E. Unless specifically indicated to be excluded,provide all required conduit, boxes, wiring, connectors, hardware,poles, foundations, supports, trims, accessories, etc. as necessary for a complete operating system. F. Provide products suitable to withstand normal handling, installation, and service without any damage, distortion, corrosion, fading, discoloring, etc. G. Provide luminaires listed and labeled as suitable for wet locations unless otherwise indicated. H. LED Luminaires: 1. Components: UL 8750 recognized or listed as applicable. 2. Tested in accordance with IES LM-79 and IES LM-80. 3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance, calculated based on IES LM-80 test data. DIVISION 16 -Page 32 of 33 DIVISION 16—ELECTRICAL I. Exposed Hardware: Stainless steel. PART 3 EXECUTION 3.01 INSTALLATION A. Coordinate locations of outlet boxes provided under Section 16138 as required for installation of luminaires provided under this section. B. Install products according to manufacturer's instructions. C. Install luminaires securely, in a neat and workmanlike manner, as specified in NECA 1 (general workmanship) and NECA/IESNA 501 (exterior lighting). D. Install luminaires plumb and square and aligned with building lines and with adjacent luminaires. E. Wall-Mounted Luminaires: Unless otherwise indicated, specified mounting heights are to center of luminaire. F. Bond products and metal accessories to branch circuit equipment grounding conductor. G. Install lamps in each luminaire END OF SECTION 16520—EXTERIOR LUMINAIRES r i DIVISION 16 -Page 33 of 33 VENDOR DAME: VENDOR INFORMATION ION SHEET TYPE OF ENTITY:CORP. V PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 0/ D -77 / Ca OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: o STATE FILED: S e7 ( If a non-publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE muvevvuuveeevuvrme�a��a®sit®®v0aeeoovvv®©aasvovoasvvoaec®ouvovcvsuv®avaevvae■®e®o If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: /(;�, i2e-vr z�- CONTACT: TELEPHONE: �3l `T��-���� FAX: E-MAIL: Z C9C��To��/h�E . i►/��` i ONLY if different - j MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT.TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: v Proposal Package 4 of 13 VENDOR NAME- ASSUMED CC All ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 13 AFFIDAVIT Off' NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Signature&Company Position, �e.-7 ���llfsrn.� ,C�dC fS 11112-- DAY OF 20/_r Type Name&Company Position Company Name NOTARY PUBLIC' 11—le-,? VAS DEBORAH H.VAN DUZER Date Signed Notary Public,Stated New York No.01VA61077 Qualified in Suffolk Count yy� Federal I.D.Number Commission Expires April 28,2016 7 Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: VENDOR ADDRESS: e"? /fir TELEPHONE NUMBER' 631 3:2-2 FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts,but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents Unclassified Excavation&Grading A3 1 for /LS Dollars Cents Building Construction A4 1 for /LS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents ro 0 4"Thick Concrete Sidewalk 10 A6 340 0 per' for /SF Dollars Cents x tra Concrete Curb CD00 A7 70 0 for /LF 0 w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for. Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for /LS Dollars Cents Drainage System A9 30 for NF Dollars Cents 8"ADS Drainage Pipe A10 375 for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS Resinous Flooring b Alt 1 1 ofor /LS Dollars Cents NOTE. The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or x after award of the bid. >v ao ro 0 M w Highway Maintenance Garage and Site Improvements Contract B-HVAC Itemized Proposal for: Town of Southold Highway Department LKMA#.13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill In Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization B1 1 for /LS Dollars Cents 62 Budding Heating,Cooling and Ventilation Systems 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. 'L 0 `c3 0 w h7 w n x cro CD 0 0 -y UJ UJ Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 1 for /LS Dollars Cents Gas Service C2 1 for /LS Dollars Cents Water Service C3 1 for /LS Dollars Cents Budding Plumbing Systems C4 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS 0 0 o NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. CD w x' w cra 0 -n w Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Cond�ions Site Mobilization D1 1 �J /,( •/// for 2,_ ((,,(��' /LS Dollars Cents Underground Electric Service D2 1 for " "s2FPei 7f2occ�,./1�/ �� � Gc'� �V 00 Dollars Cents Fiber Optic Line D3 1 'Roo 00 1 / // Sy for✓e1 /f7e` 'rc- ^W e!C 7 /LS 0 Dollars Cents Budding Electrical&Communication S`ys:ems �, D4 1 / gam`Ol _ V2 r i, // e—,e /ird ` '3 UUo for��� hGc� ( 7!'J ii-S Dollars Cents Budding Fire Alarm Systems D5 1 for /LS L Dollars Cents b TOTAL BID Items(Add All Items) 0 C LC7 / / Lam!c7 C•tfGi/'t �� C>�e '04 ,d-'e� ��l S'�ve� /P 7/ o o v Dollars Cents (Numerically) WRITTEN IN WORDS W NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or N after award of the bid. 0 n w AUTHORIZED SIGNATURE PRINT NAME A, TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY 06 1 1y/l-- ) ss.: On the / , ' � day of Novem 'n the year 201,before me, the undersigned, personally appeared, ' personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. VOTARY- PUB C DEBORAH H.VAN DUZER Notary public,Stated New York ' No.01 VA6186477 Qualified in Suffolk Coun Commission Expires April 28,016 Proposal Package 13 of 13 �y Town of Southold rp-� BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. &SUBMITTED BY: ix�?ew,-Af-504-7 �—A Corporation FIRM NAME: --e T/r ' A Partnership or Entity An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? /oo' % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? /VO. If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. AID QS-1 I I 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion %of Work �i ',7a 0l S' �7/4/ /d sC gal/s QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes, when?What was the outcome of the investigation? t� QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF COUNTY OF 661 f-,? ) _ -t 1"Jzh i t_0bein du�ly1 sworn deposes and says that he is the ^ of # C, contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Sworn to before me this day ofd 1 Notary Public Commission Expirtion ate: DEBORAH H.VAN DUZER Notary Public,State go New York No.01VA6183M yy CommissiondExpires ApCount l 28,2016 QS-4 L.K. McLEANASSOClATES,P.C. LIU11A CONSULTING ENGINEERS 437 South Country Road, Brookhaven,N.Y. 11719 Phone(631)286-8668 Fax(631)286-6314 F- boxi", _ To., All Recipients From: Matthew Jedlicka Co. Pages: 8 (including coversheet) Fax: Date: November 6, 2015 Re: Town of Southold CC: Highway Maintenance Garage and Site Improvements Addendum No. I X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle •Comments Once you have received this please check the box and fax back to (631)286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. gy"", have received Addendum No. 1 regarding the Maintenance Building and Site Improvements. CompanyName: Authorized Signature: 6/ �.,Date: 11-12-15- ADDENDUM NO. 1 r The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person,firm or corporation making this Proposal: (Contractor) (Title) P.O.Address: Phone No.: 63 tl l — 73 Dated: 11'X2 le The full names and address of all persons interested in the Proposal or principals are as follows: Name Address i ADDENDUM NO. 1 -Page 5 of 5 L Document A310 TM - 2010 Conforms with The American Institute of Architects AiA Document 310 Bid Bond CONTRACTOR: SURETY: (Name,legal strttrrs artd adds es y (Name, legal statits raid principal place t f biLSirre tis) ICE Electric, Inc. The Ohio Casualty Insurance Company This document has important 1655 Evergreen Drive 1200 Macarthur Boulevard legal consequences.Consultation Cutchogue, NY 11935 Mahwah, NJ 07430 with an attorney is encouraged with respect to its completion or OWNER: modification. (Nai re,kgal status artd address) Any singular reference to Town of Southold Contractor,surety,owner or other party shall be considered 53095 Main Road plural where applicable. Southold, NY 11971 BOND AMOUNT: $ 5% Five Percent of Amount Bid PROJECT: ('Faroe,location or address a,tdPro%ect,uonber,ifaitt) Electrical - Highway Maintenance Garage The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract%vith the Owner in accordance with the teens of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithfirl performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof,or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform(he wort covered by said bid,theft this obligation shall be null and void,otherwise to remain in lull time and ellect.The Surety hereby waives any notice ol'an agreement between the Owner and Contractor to extend the lime in which the 0%Nner may accept the bid.Waiver ol'nolice by the Surely shall not apply to any extension exceeding sixty(60)days in the aggregate beyond(he time lirr acceptance ol'bids specified in the bid documents,and the O%wier and Contractor shall obtain the Surely's consent lirr an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to.1 Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When(his Band has been furnished to comply with a statutory or other legal requirement in the location ol'the Project.any provision in this Bond conllicling with said statutory or legal requirement shall be deemed deleted hereGom and provisions conli,miing to such statutory or other legal requirement shall be deemed incorporated herein.When so liimished,the intent is that this Bond shall be construed as a statutory bond and not as a common laro bond. Signed and scaled this 5th da of November, 2015 ICE Electric, Inc (Principal) (Seal) ant cess) (Title) The Ohio Casualty Insurance Company (Sze e y (Seal) ( 'tnresa) By. itle)Kim Spi Ilo Attorney-in-Fact S-00541AS 8110 F Individual Acknowledgment State of New York County of On this day of , 2015 , before me personally came to me known, and known to me to be the individual in and who executed the foregoing instrument, and acknowledged to me that he/she executed the same. My commission expires Notary Public -- ------------------------------------------------------------------------------------------------------------------------------------- Corporation Acknowledgment State of Pak County of Onthe�day of/'JO'10X4`2015 before me personally came to me known; who being by me duly sworn, di depose and say that h / he/they reside(s) in&z2c ✓ /Js' that&/she/they is (are)the iX_SPC&rl of the C_-e , the corporation described in and which executed the above instrument; that he/she/they know(s) the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority of the board of directors of said corporation, and that he/she/they signed his/her/their name(s) thereto by like authority. DEBORAH H.VANpUZER Notary Public,State 9S thew Yak No.01VA61 177 Qualified in Suffolk Coun My commission expires Commission Expires April 28,%16 ' Notary Public ----------------------------------------------------------------------------------------------------------------------------------------- Surety Acknowledgment State of New York County of Nassau On the 5th day of November, 2015 personally came Kim Spinello to me known , who being by me duly sworn did depose and say that he/she is an Attorney-in-Fact of The Ohio Casualty Insurance Company in and which executed the above Instrument know(s) the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he/she/they signed the said instrument and affixed the said seal as Attorney-in-fact by authority of the Board of Directors of said corporation and by authority of this office under the standing resolution thereof. TARA LAVERDIERE Notary Public, State of New YO& My commission exp,resRegistration SOILA6078587 Commission expir4s,lune94.;91 Nota -5, -REO q,p6WER�OFATT T -_M1SPR1NTED__0N_ -BACKGROUND���-,---�-----�',-�-^z :This Pow6r,&Att6rrfiy_Ifrfiit _0RNEY'ISz:N0T_'VAL1D:,U N LESS s thi-d-di of thosenamedhiir6in,,-endlthey60 h6'6iithdritjC6 bind tk-e_C�qn_9,,biiiieeOt ii�W;�-Q_n_-nefa d toiheextent hereln•stated,_­�-_-- S 1 f 928 Certificate:NO Annenain Fire and-C8-ualty MutOAl'ins-ut8nd6--Company::,��- any�? = ��H-,,Wi�st.,emdnCa6-Iris-Orai�ceCompanyI-�Z` z P "OF-A, OWER-_ TTORNEY;S 'XNOWNALL PERSONS BK-11-1 ES E-PR ES E NTS:-qh at American-Fir6l Casualty Company.-and The iripany aF6,boriorations'dU-]Wv-o�r-d-�@a-�iie:e:e-:-d--nder,_t a oration organized u f-the'State of Massachukfts-,and.-West-Americ I the Stake of N6w-Hamlisl�ire,-.kat Litieriy Mufu6l'16surance.Company is a corp-_ 1 -- under the . . qnpQSujra ,§96brpor6ti6&duly organized under tibiWsoftheState-fi-n'diana(heen,GbllectivelYClkA thelCdrripanie"s') pursuant-to 6bya t onty herein set for _ Ged!e_�v- m itut and appoint,,_=Kin-Spjfiello,-TaraLave-die-re;-D--::J. FrankWbbafielfolisa varrazic-Louis a 'n-a-Phi1)G Sahels- _ _ =Raymond C.Carhah- hefesa-ALanfrhc&�3 . 6f,UniohdaIe:_ �-_,.stateof NY-�z_:�- each individ6alliif th�rii 6&fii6re than o-n-e-�nam--ed,--it-s-tru�,-and*la-Al-ati6trFe�-in--fact'to-m-ak-e'--e'x-ec4f(i�'siia--ackn6"1 aO��_ 'all of the ify- ­-_--__-_ __ '- - ' - - --- . and ��, -�� ------- -acknowledge -1 r dnd,:�elive(,-f6rgrid--b&itg'bbh�i�6-s��ur_et�,and as aridlde6d,arfy_�nd-*C��nc� 1��nds;_re_cp-_ d other surety-obligati n",.in.pursuaric-6-of--th-&sioiE�se�t�s-a-�d�'sh-a'lll-,-�'-- gnizances an mpan iesas ­ 6om��QiWsin_&:i­r own properpersons�__---- &�a0i0ing,up�6n,the Co ifthey have been-duly"signed by ffie president and attested b"t�, eq�elary�f Q1,64 IN-WITNESS-WHEREOF,'this-Powei.bf-AU6ftiL-y has been sub'seribed-by an a6e6nied officer or official-of-thd Corij-panies and the-co -e-seal'sozf-the-Companies-have-.beena ix Z thereto thisF-170i" df._'§ept'5 _-`265E rz .,z ---,�----��---;�:-�-Amencan,Fire-.ancl--Uasualty,L;ompanyzS--�-.�� Z 7z_1 Z_- �-,--�,-��,�TKe-Ohid-.Cisuaity.insurance-,Uumpany, % W D, r 0 9 1 9 < -1906 0 J --"r U Z 0 .1, �R _N Z'Z: ' ,z Z_ 'STATE OF-PENNSYLVANIA z: -:ss a 'COUNTY OF MONTGOIAERY-,-_z-,_ -z,-:--< -,z m=pt�qri_thj �t7th��daq_'of�-Sd temUer �2015-, 66� P -himselfjo- I i-nfz- retar Am n r an b&f6r perso�al�y,-�W�ar�d,D6vid--M:-,C6F6y,-���'o*:-a-6k-n-owledg6d, iii, _nf,Arn -,Casualty Cdmoaby,Liberty Mutual 16su-iinc�-,C6r�:;a6)�The(5t�i6-ba[i6�ify,-fnsu�incg-6(Tm�,ani,-�nd-A;siW-m'e:�ri(��a-r'f.1-n-sbr6nce,C&rfipany,land-that he,-as such­;�being,authonzed so tb,do 4- -a)LU- gsigning on behal--f,�e-cprpor execute fc,_regojng.LnSt�LLm@nt for the purposes tfi&bi�doh_f�iried` f:o the d officer. nd,year�fifst-above-�v-'nft6�-�--'� 0-13: q- 'INYVITNESSWHEREOF,--,!-,h-S'v-'e-t"fere'u-nY6-s6'b'icn-t�ed �rfi6aii_d';_frb�ed_- --riof�a�al-se�l:atPlyinbuth"M6etii�g-,z-:-Penzr�sTIWnia,-'o--6,,tWe�,da CD'P�­Pft, -71 Notanal Seal_-z 3 -Fer6sa`Past6lid.-N6tg�y PUbI M-A) �-P �6Ai&r6e�jqou�t - -Past,L - ��_,:�_-�z �7_-:, Z, OF z��PlymbjthTl County re'sa, mIIa,fNbtaq_PubI1c • 0 1 T. Z_ 3:�V Qj-O[ 0 IL:A C - :Thig Pow&�of A&o��e Authorizations of AmerI6�fi-Fire and CasualtyQ6mpa�i,-jhgbhi�C-ii�u'�'Ity-In- ail__ y_i�madean executed�urg(iarifto an 3 By-laws and Authorii NjQfi�rtty _q�tkejollown( sbraij�q,: _:_ Z: S,5: ::Company,�qy�yqt6al Insurance Company 6:n_d'W'_e'st­A- dhr3�n_In§!j(a_hce`Cn`ibpany which resolutions �l,'i(5r--c�;�nde:*'�ect're';-ad-in S'ec't 6 n--1 '15 O'W­er,_2f A Ito T p y-An y officer I I _W 6e-borporat&authorized for that-purpose in writing bythij Chairman o_r-th-eRr(Fsident-,ands-ubj�ctz M-0) _ARTICLE IV-QPFICEkS- 0)L_ _� -I - - -, - - "­" i AMO, 0), such limitationas` Cf�irWn'66:rtt�e. -,fact,as'maybe,nd appoint suchattomeys�in o�act-in'6ehalf-of the,Corporaflon-to.make,-;execute,-Seal- O:_= acknowledge and deliver ure 3r ihk_tt�eiFf�z,4-Q-_ sObj66t-to the 0nitations-set fi pecbve:: ty any and all undertakings;bonds; E-- 6-6_6� rati6n-,Meh:�W---6- 'f�Vilh-j' 6'f��n -�i_eQt&'V._ �iicW ;powers of attorney, ation y-t their j6j such-instruments_o� ;executed; t n binding as if signed by the Pre�iddht afid attested to by the.Secretar - n�,Ro��e�-gr-authb-n't-y'g-r-a'nted-t-o-atny representative orattorney-injact unde'r- �uted,'sikh ins rume'zts shall be I eprovisions o 1PI -may be revoked at an_�C o s of this,article me�y--thiE�6E�rd',-the Chairman,-thi�President 6r:,by,the, -- granting'granting suchpower Z' -, < ts�= _6ncl�e��akinjs-Any officer _f�p- �((if,th6,tb i�i.iuthorized-for-that-purpose:in.wdfing by the-chairmanor,the-the ARTICLE ilIl'-�'E-x'-ec6-ti-o'-n�'6-f--C6Ftfic -SECTION 5-Surety B66 Ynb' Do- :Z" -Z:�,-�Z7 'k'sublect­16-su7-th-lin-ii'tg-bo-fi-sa'�-the'-ch-�i'r�.m6-n'o'r t-he-04-s'i'de-fi-t d-�pl he�:-1 z 66 n6&essYryWa-dt:in beh6lf of,the C6RpaFy.to,ni_ake,�_execute- 5- s_eal,, o-t _ irfi-itbt-io6s--set--fortff-in--th-eir�- cO-- _ Led6e'irid' vei as surety any-aqQ all q1nds,,:r'ecogniza`hces aq e powers iav_kfI`i5bw6rt6_bij6dthb C66-p'�6y 6jjhelrslqnature and execution of'any.Such i sfr6�h`enfi�n�-6,itfab6tligr seaI`oqf tl�eCo -00- 'f �'i�ed b*&e.'pfebidebt-and attested-by e secretar" shall Was binding as i sigi -by III t'e-ofDe-si-g-n-atio'n,�-�The-Pr-e-�iden't�ofth'&-.C'6r�h�pany,acting pursual -of h d Certifici �t to,tfi&'Bylg�ivs ihe,'Company,Jut orizes-Davi WCarey��§iidarit Secretary ,to o act half-o-f rinqVe,'-e-xecu-te,--�'-'6-if,--:-�ck�-o%�ledge:- 'd'el i v e t-is surety ny and al bonds;'-r' as -6e 1-undWrlikiWgs -- 1WgriiianSis and,other:suretyz: 66111gations., _�-,Bybn�aniko-6s,cdh�66t'of 66 C&mp-Efn�VB66id-bf Dir6ctors;_the:C6r�-pdn_�,66fi uthofizatibin Company-consents thbl'fabsimile 6rrfiebhariically reproduced-signature,6f any:assistant secretary of theft ver-appilapng upn-a-ce i ied copy:pf�any'poWp mo-any in,connec ion the wherever q 1E t iil�iuref�,ban all da�ij,affixed--:- tfie-sa�ne foice and'e�ffect as,though man Cb(npany,-1j66_rtyMdtuaI liisuranc6�Company,and:-- Sig IGregory W.Pav6np0,jh(Zurfd&r' ii�jja fhe-Oho'C-asu a-Ity Insurance-' nedi'Assii6nt Secret5ry,,ofAmencan Fire and�Casualty,Co_ -- :.- Z,.--- I--,--; - Insurance Company;-___ -i� in - 6r-of ait6miiy-_qf�hi-ch:th��i6�r�go�ni-is-a,fulr�'ti�e_�hd 63 Wegf-Anien-cifi�I�'sdr -onginal,pow, -the.Powerdf-Atto _that the correct orfipb-nies,isin.fuliforce an-d,eff6ct-brTdh'ai-notbeen revdked.------.:,���-- ---';-z-'�:,-5:-� Mj and affixed-the s-eals6(said-Comi)aniesthi§-- ZZ - _-'INTtSTI TESTIMONY WHEREOF; have hereunto set whariji 66' d x4u�.,q Y: 0 _ba��i -As's i s fa iit-S 6Z re t afr S y ?bT7, _y� _� 7� z_ 9 �.U'2 _ LS 12873-_-122013,- Libert`r THE OHIO CASUALTY INSURANCE COMPANY mute . FINANCIAL STATEMENT—DECEMBER 31,2014 SURETY Assets Liabilities Cash and Bank Deposits.......... ............. ......... $43,932,573 Unearned Premiums... ....... ...... .......... $1,006,108,608 *Bonds—U.S Government .............. ... 547,397,728 Reserve for Claims and Claims Expense........... . 2,700,691,942 *Other Bonds .... 2,903,769,303 Funds Held Under Reinsurance Treaties. ..... .... 0 Reserve for Dividends to Policyholders.. .... .. 199,448 *Stocks......... 518,897,935 Additional Statutory Reserve. ....... 0 .... ......... Real Estate. .... ... ........... .......................... 25,443,814 Reserve for Commissions,Taxes and Agents'Balances or Uncollected Premiums.. ..... 615,465,262 Other Liabilities . .... ... ........................ 171.379,248 Accrued Interest and Rents................ .............. 30,306,138 Total............................................................. $3,878,379,246 Other Admitted Assets 722.949,543 Special Surplus Funds................. $ 8,632,698 .. .. ...... .. .. Capital Stock............. ......... 4,500,000 Paid in Surplus.......................... 738,183,897 Unassigned Surplus..... ........ 778,466,455 Total Admitted Assets.................................... $S 40R.1 fi2.29fi Surplus to Policyholders............................... 1,529,783,050 Total Liabilities and Surplus................................$S.40R.162.296 IMS -` yJ LpPPO/7gT'Q2r Bonds are stated at amortized or investment value,Stocks at Association Market Values. 1919 The foregoing financial information is taken from The Ohio Casualty Insurance Company's financial f2HnMt statement filed with the state of Ohio Department of Insurance. I,TIM MIKOLAJEWSKI, Assistant Secretary of The Ohio Casualty Insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation,as of December 31,2014,to the best of my knowledge and belief. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Corporation at Seattle,Washington,this 20th day of March,2015. Assistant Secretary S-12620CIC/a 3/15 VENDOR NAIVE. VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY#: N ZA DATE OF ORGANIZATION: 00-40 C-_,c IF APPLICABLE: DATE FILED: nj STATE FILED: � ©r If a non-publicly, owned Corporation: /y CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE nn'1�9�5 ��ern l lr9 ��-5 i dc- maasmmmaa�eamma�0saa���aeeoeaaaaeomaamma©ease®aoa�vacae®eomumoo©amomo®aeaeo®��a®r If a partnership: PARTNERSHIP NAME: )� LIST PARTNERS NAMES: Proposal Package 3 of 13 i ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: / C ADDRESS: 9 '5'Lkarrq ,_J D v(f,- - CONTACT: Yp TELEPHONE: Cj I J FAX: 5 t '5 E-MAIL: � ,41 rrj j na(? r(- C ONLY if different MAIL PURCHASE ORDER TO: ADDRESS: f)XA TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different MAIL PAYMENT TO: ADDRESS: • TELEPHONE: FAX: CONTACT: E-MAIL: i Proposal Package 4 of 13 VENDOR NAME/: ASSUMED NAME CER'T'IFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED /LANAME: j If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows -please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE DISQUALIFY BIDDER. AUTHORIZED SIGNATURE i Proposal Package 5 of 13 I AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit'a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firin is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with • responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The ers signing this bid, under the penalties of perjury, affirms the truth thereof. rc6 4 SWORN TO BEFORE ME THIS Sig�nat�ure&Company Position 62 —12— DAY OF20AL,�/Ypk-,—r fin)S Type Name&Company Position / Company Name NOTARY PUBLIC MICHELLE ROCCO Date Signed NOTARY PUBLIC-STATE OF NEW YORK i No. O1 RO61 13091 Federal I.D.Number Qualified in Suffolk County MY Commission Expires Juiy 19,.2015 Proposal Package 6 of 13 TUBE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: I VENDOR ADDRESS: TELEPHONE NUMBER: &3 f FAX: ZP The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other i municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): i Addendum No. Dated 2015 Proposal Package 7 of 13 L.K. McLEANASSOCIA TES, P.C. CAI CONSULTING ENGINEERS 437 South Country Road, Brookhaven,N.Y. 11719 Phone (631) 286-8668 Fax (631) 286-6314 %X To: All Recipients From: Matthew Jedlicka Co: Pages: 8 (including coversheet) Fax: Date: November 6, 2015 Re: Town of Southold CC: Highway Maintenance Garage and Site Improvements Addendum No. 1 X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle •Comments Once you have received this please check the box and fax back to (631) 286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. E I have received Addendum No. 1 regarding the Maintenance Building and Site Improvements. j Company Name: I l_��C �C . Authorized Signature: �.,y, Date: Cp Hiahway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for. Town of Southold Highway Department LKMA#:13108.000 s' ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOU BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLA CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents Unclassified Excavation&Grading A3 1 for /LS Dollars _ZZCents 2!7 ruction A4 1 for /LS Dol Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,800 for /SF Dollars Cents ti 4"Thick Concrete Sidewalk o A6 0 C o for /SF �. ?? Dollars Cents CDCD Z Concrete Curb C Va A7 70 v� 00 for /LF No 0 Dollars Cents cn w Hi-ghway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKIVIA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUN ID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System 7" A8 1 for /LS Dollars Cents Drainage System A9 30 for NF Dollars Cents 8"ADS Drainage Pipe A10 375 for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) lars Cents (Numerically) WRITTEN IN WORDS Resinous Flooring Alt 1 1 b for /LS qy o Dollars Cents N CD a? NOTE: T own of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or p' � after award of the bid. - CD z � ' o � N M O V1 W t s. Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for. Town of Southold Highway Department LKNiA#:13108.000 1 NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS !� General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS D rs Cents A3 Unclassifi xcavation&Grading 1 for /LS Dollars Cents Building Construction A4 1 for ILS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents 0 4"Thick Concrete Sidewalk o A6 340 in for /SF in Dollars Cents aQ Concrete Curb A7 70 0, for /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction I ized Proposal for: Town of Southold Highway Department LKMA#:93108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID ANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for /LS DollarsCents Drainage System A9 30 for NF Dollars Cents 8"ADS Drainag Ipe A10 375 for /LF Dollars Ce TOTAL BASE BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) Alt 1 1 Resinous Flooring 10 b 0 o for /LS W Dollars Cents It NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or x after award of the bid. sv R 0 w J Highway Maintenance Garage and Site Improvements Contract B-HVACItemized posal for: Town of Southold Highway Department - LKMA#•13108.000 ITEMNO EST TED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTI (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization B1 1 for /LS ollars Cents Building Heating, poling and Ventilation Systems B2 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents r--(Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior or after award of the bid. .d 0 0 b 0 m n x w ao c� 0 0 -n w Highway Maintenance Garage and Site Improvements Contract C-Plumbing Item d Proposal for: Town of Southold Highway Department LKIVIA#:13108.000 ITEM NO STIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID O NTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 1 for /LS . Dollars Cents Gas Service C2 1 for /LS Dollars Cents Water Servi C3 1 for /LS Dollars Ce Building Plumbing Systems C4 1 for /L TOTAL BID Items(Add All Items) Dollars Cents Dollars Cents (Numerically) �y WRITTEN IN WORDS O NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or 0 w after award of the bid. w n x w «o CDO M w AL Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 �eo�r2 F60bt- od f1VC hl Bred f;�-�l one -0all6r-3 �1��5 1 00 l�j�j � OD /LS �3fk� ZQC6 +75 Dollars Cents D2 1 uY� Underground Electric Service nn MM ovsond-{hrcC htndr(Zd -hel)`0ollc9rse�d�so�erls l.2 3 p OQ for /LS � Dollars Cents D3 1 r/X 1IX�rsS�d n Fiber Optic Line nn ne-)-Y-S�ven�ol1dr-S and zro� j (D( �� Zq0Q lJ�✓ for /LS Dollars Cents Building Electrical&Communication Systems D4 1 Osie htndr�d r)w y Luo }hnv and`h> ,o hl_ndre,d�iv� 19;20100 qq ((�� Q /��G� or r S d 9slfb ce --5 j 1 9;2010 J � 12 l/✓ 00 /LS Dollars Cents Budding Fire Alarm Syst s D5 1 Iwen1� - 001-end v�� hl dre-d thlr+y' +hrpQ�ol►d9r5 / rya oo Z�� �� Q� for 8md 2�p L� /LS JJ TOTAL BID Items(Add All Items) Dollars Cents 0 0 En q htndr(--d ,4y -1-LIQ D0/ Dollars Cents umerically) WRITTEN IN WORDS w oa eu NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or Iv after award of the bid. 0 �n w AUTHORIZED SIGNATURE PRINT NAME ho ft9n Scc9 ro //6 TITLE do n DATE • ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF I) ,f.�-c�IK ) ss.: On the—Lt—day of r in the year 2016before me, the undersigned, personally appeared, �0j,&�57HTZegro//cq , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC MICHELLE ROCCO (VOTARY PUBLIC-STATE OF NEW YORK No. O1 RO61 13091 Qualified In Suffolk County My Commission Expires July 19, 2016 I 1 Proposal Package 13 of 13 r JI ,4 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: �� A Corporation artnership or Entity • FIRM NAME: An Individual PRINCIPAL OFFICE: PRINCIl'AL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE / d VrorUi/lc-, Al( �Clh'W(9 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? inn List trades that you organization normally performs below:C—_/(7cf 3. Have you ever failed to complete any work awarded to you? If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding r against your firm or its officers?If yes,please provide details. A.p QS-1 Active Project References r A H Contract Project Name/ Project Description Architect/Owner/GC/CM Contract Date Location Name/Phone Amount rl r 10/2/2015 NYS Office of Parks,Recreation and Historic Hallock State Park NYS Office of Parks 215,675.00 Preservation Electrical Upgrades Robert DeName Estimated Completion:04/2016 631-321-3534 6/15/2015 Babylon UFSD Babylon Jr/Sr High School Fire Alarm,PA/Intercom,Generator& BBS Architects 855,350.00 c Athletic fields Gary Schiede x Estimated Completion:01/2016 631-475-0349 r 5/13/2015 North Woodmere Park Pools Electrical Upgrades and General Repairs National Insulation&GC Corp 280,000 00 Nick Grgas Estimated Completion:12/31/2015 516-624-9711 2/25/2015 Three Village CSD-PJ Gelinas JHS Capital Improvements-Phase 2 John A Grillo Architects 1,261,755.00 Estimated Completion:10/2015 John Grillo 631-476-2161 < r O n _ ca oa 12/10/2014 Franklin Square&Munson Fire District Renovation to the Office Building H2M Architects+Engineers 446,793.00 U m Estimated Completion:10/2015 Kevin Medler a 631-756-8000 y a S6, < c 7/13/2013 Riverhead High School Additions&Alterations to BBS Architects 2,383,886 00 Riverhead High School Gary Schiede o Estimated Completion:09/2015 631-475-0349 ,> .A :2 rr J S Completed Project References M �I►- � y y Contract Project Name/ Project Description Architect/Owner/GC/CM Contract A Date Location Name/Phone Amount y r� 3/13/2015 Sailor Haven Marina Update docks and power pedestals Stout Construction,Inc. 454,700.00 Estimated Completion:09/2015 William Marquardt y 631-207-1771 n y 6/25/2014 East Meadow UFSD Fire Alarm Reconstruction John A Grillo Architects 142,348.00 O George McVey ES,East meadow HS Estimated Completion-06/2015 John Grillo W 631-476-2161 6/23/2014 Farmingville Fire District Generator Replacement Martin Sendlewski A.I.A. 225,050.00 Estimated Completion:06/2015 Martin Sendlewski ' 631-727-5352 4/18/2014 SUNY Farmingdale State College Interior Renovation to the library Tromel Construction 527,450.00 Greenley Library Estimated Completion:03/2015 Tom Healy 631-423-9318 8/8/2013 Lindenhurst Fire Department Lindenhurst Fire District Martin Sendlewski A.I.A. 540,311.00 New Firehouse Martin Sendlewski Estimated Completion:07/2015 631-727-5352 6/10/2014 North Merrick UFSD Security and Site Lighting John A Grillo Architects 176,319 00 Old Mill ES,Camp ES,Harold D Fayette ES John Grillo C 631-476-2161 n n a 11/5/2013 Riverhead Charter School Riverhead Charter School Deluxe Building Systems,Inc. 352,000.00 ra New Modular Buiddmgs Beth Alba c r- 800-843-7372 800-843-7372 ° 0 9/3/2013 Riverhead Charter School Riverhead Charter School Stalco Construction 500,000 00 z CA y New Building Michael Finnerty a t *' 631-254-6767 p ' N a G 1/16/2013 Greenlawn Water District Well Rehabilitation&Electrical H2M Group 311,294.00 N i" Improvements @ Plant#12 Joe Todaro w tn 631-756-8000 r 11/11/2011 SUNY Farmingdale Locker Room Renovation Gil Construction Corp. 2,115,000.00 Nold Hall Howard Siegler ! 516-826-1300 1/30/2013 Glen Cove UFSD Glen Cove HS Park East Construction 93,285.00 Locker Room Alterations Kevin Castrova 631-549-9800 9/21/2012 Western Suffolk BOCES JE Allen Fire Alarm Replacement Bladykas Engineering 417,210.00 Jeff Rabiner 516-364-8700 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. l�n 6. List the major construction projects your organization has underway at this date: Name of- Engineer/ Project Owner Architect Contract Percent Scheduled Name T elephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Proj ect Owner Architect Contract Date of With Own Forces c Name Telephone# Telephone# Amount Completion %of Work • QS-2 Ii i 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible CapacitX 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: folk Nupq wnno I h--7v (d /V1 ii ?1 � � 1 -5-6L3 - uy7 `7 11. Trade Association Membership: oil<1� aIQC� dDd 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? Q r-� QS-3 L I r 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF, L COUNTY OF hI o M C9 kqlzo ro being duly sworn deposes and says that he is the I o�j of . Qedric Coca contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature o person who signed bid) R Sworn to before me this day of&46, ,2015 � I Notary Publi kl y�n/ �� Conunission Expiration Date: MICHELLE ROCCO NOTARY NaLdlyROb113091EW YORK Qudlltled in 5uIIoIK County My ��mrnle�l�n dirt lr®e AMly 191 2016 r� ,I I 46F-, :� rr f QS-4 i P2 r RELLE ELECTRIC CORP. AND RELLE REALTY LLC COMBINING FINANCIAL STATEMENTS DECEMBER 31,2014 RELLE ELECTRIC CORP.AND BELLE REALTY LLC CO--NTENTS Page Inde endent Accountants' Review Re ort 1 Financial Statements Combining Balance Sheet as of December 31,2014 2-3 Combining Statement of Operations and Retained Earnings and Member's Equity for the Year Ended December 31, 2014 4 Combining Statement of Cash Flows for the Year Ended December 31, 2014 5-6 Notes to Financial Statements 7-14 SuiLment Information ' Accountants' Compilation Report on Supplementary Information IS Schedule of Contract Receivables at December 31, 2014 16 Schedule of Earnings From Contracts for the Year Ended December 31, 2014 17 Schedule of Contracts Completed for the Year Ended December 31, 2014 18 ISchedule of Contracts in Process at December 31,2014 19 � Schedule of combining Contract Costs for the Year Ended December 31, 2014 20 Schedule of Combining General and Administrative Expenses for the Year Ended December 31, 2014 21 a /1 POSSES & CHASAN CPAs PLLC PC 100 North Centre Avenue • Suite 500 Rockville Centre, NY 11570 Tel: 516-764-4002 9 Fax: 516-764-4324 www.posseschasancpas.com INDEPENDENT ACCOUNTANTS' REVIEW REPORT To The Stockholder and Member Relle Electric Corp. and Relle Realty LLC Bellport,New York We have reviewed the accompanying combining balance sheet of Relle Electric Corp. and Refile Realty LLC as of December 31,2014 and the related combining statements of income and retained earnings and member's equity and combining cash flows for the six months then ended. A review includes primarily applying analytical procedures to management's financial data and making inquiries of Company management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express-such an opinion. Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair Presentation of the financial statements. Our responsibility is to conduct the review in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants.These standards require us to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. Cz POSSES&CHASAN,CPA'S, PLLC Rockville Centre,New York March 26, 2015 —1— RELLE ELECTRIC CORP.AND RELLE REALTY LLC COMBINING BALANCE SHEET DECEMBER 31,2014 ASSETS Relle Relle Electric, Realty, Total Eliminations Corp. LLC CURRENT ASSETS Cash $ 241,260 $ 37,986 $ 203,274 Contract receivables 2,299,279 2,299,279 Costs and estimated earnings in excess of billings on uncompleted contracts 8,390 8,390 Prepaid income taxes 3,748 3,748 Prepaid expenses 28,748 28,748 Total Current Assets 2,581,425 2,378,151 203,274 PROPERTY AND EQUIPMENT,at cost,less accumulated depreciation 1,301,513 172,167 1,129,346 - OTHER ASSETS Security deposits 1,149 1,149 Mortgage costs,net of$3,138 accumulated,amortization 16,773 16,773 Total Other Assets 17,922 17,922 $ 3,900,860 $ 2,550,318 $ 1,350,542 See,accountants'review report and notes to combining financial statements. -2- RELLE ELECTRIC CORP.AND RELLE REALTY LLC COMBINING BALANCE SHEET DECEMBER 31,2014 LIABILITIES AND STOCKHOLDER'S AND MEMBER'S EQUITY Relle Relle Electric Realty Total Eliminations Corp. LLC CURRENT LIABILITIES Current maturities of long term debt $ 16,434 $ 16,434 Current maturities of mortgages payable 37,244 $ 37,244 Accounts payable 100,774 100,774 Billings in excess of costs and estimated earnings on uncompleted contracts 83,662 83,662 Accrued expenses 50,776 50,776 Total Current Liabilities 288,890 251,646 37,244 LONG-TERM LIABILITIES Long-term debt,less current maturities 30,033 30,033 Mortgages payable,less current maturities 892,270 892,270 Tenant security deposit payable 8,300 8,300 Total Long-Term Liabilities 930,603 30,033 900,570 COMMITMENTS AND CONTINGENCIES STOCKHOLDER'S AND MEMBER'S EQUITY Common stock-no par value;200 shares authorized, issued and outstanding 100 100 Additional paid-in capital 727 727 Retained earnings and member's equity 2,680,540 2,267,812 412,728 Total Stockholder's and Member's Equity 2,681,367 2,268,639 412,728 $ 3,900,860 $ 2,550,318 $ 1,350,542 See accountants'review report and notes to combining financial statements. -3- RELLE ELECTRIC CORP.AND RELLE REALTY LLC COMBINING STATEMENT OF INCOME AND RETAINED EARNINGS AND MEMBER'S EQUITY YEAR ENDED DECEMBER 31,2014 Relle RelIe Electric, Realty Total Eliminations Corp. LLC REVENUE $ 4,649,886 $ (120,000) $ 4,598,586 $ 171,300 . CONTRACT COSTS 3,414,001 3,414,001 GROSS PROFIT 1,235,885 (120,000) 1,184,585 171,300 GENERAL AND ADMINISTRATIVE EXPENSES 611,608 120,000 677,441 54,167 .INCOME BEFORE INTEREST EXPENSE AND PROVISION FOR INCOME TAXES 624,277 507,144 117,133 OTHER EXPENSES: Interest expense 49,765 1,517 48,248 Bad debts 164,472 164,472 Total Other Expenses 214,237 165,989 48,248 INCOME BEFORE PROVISION FOR INCOME TAXES 410,040 341,155 68,885 PROVISION FOR INCOME TAXES 1,025 1,025 NET INCOME 409,015 340,130 68,885 RETAINED EARNINGS AND MEMBER'S EQUITY Beginning of year 2,461,249 2,117,406 343,843 Distributions (189,724) (189,724) End of year $ 2,680,540 $ 2,267,812 $ 412,728 See accountants'review report and notes to combining financial statements. -4- RELLE ELECTRIC CORP.AND RELLE REALTY LLC COMBINING STATEMENT OF CASH FLOWS YEAR ENDED DECEMBER 31,2014 Relle Relle Electric, Realty Total Eliminations Corp. LLC CASH FLOWS FROM OPERATING ACTIVITIES Cash received from customers $ 4,321,559 $ (60,000) $ 4,210,259 $ 171,300 Cash paid for contract costs (3,214,851) (3,244,851) Cash paid for general and administrative expenses (671,127) 60,000 (677,441) (53,686) Interest paid (25,861) (1,517) 24,344 Net cash provided by operating activities 379,720 286,450 93,270 CASH FLOWS FROM INVESTING ACTIVITIES Acquisition of property and equipment (106,009) (106,009) Net cash used in investing activities (106,009) (106,009) CASH FLOWS FROM FINANCING ACTIVITIES Long term debt 32,848 32,848 Mortgages payable (35,442) (35,442) Distributions (189,724) (189,724) Net cash used in financing activities (192,318) (156,876) (35,442) NET INCREASE IN CASH 81,393 23,565 57,828 CASH Beginning of year 159,867 14,421 145,446 End of year $ 241,260 $ 37,986 $ 203,274 See accountants'review report and notes to combining financial statements. -5 - RELLE ELECTRIC CORP.AND RELLE REALTY LLC COMBINING STATEMENT OF CASH FLOWS YEAR ENDED DECEMBER 31,2014 Relle Relle Electric, Realty Total Eliminations Corp. LLC CASH FLOWS FROM OPERATING ACTIVITIES Net Income $ 409,015 $ 340,130 $ 68,885 ADJUSTMENTS TO RECONCILE NET INCOME(LOSS)TO NET CASH PROVIDED BY OPERATING ACTIVITIES Depreciation and amortization 79,966 55,581 24,385 Bad debts 164,472 164,472 Changes in assets decrease: Contract receivables (392,908) (392,908) Costs and estimated earnings in excess of billings on uncompleted contracts 222,545 222,545 Prepaid income taxes 1,025 1,025 Prepaid expenses 3,978 3,978 Changes in liabilities increase(decrease): Accounts payable (80,066) (80,066) Billings in excess of costs and estimated earnings on uncompleted contracts (53,492) (53,492) Accrued expenses 25,185 25,185 NET CASH PROVIDED BY OPERATING ACTIVITIES $ 379,720 S 286,450 $ 93,270 See accountants'review report and notes to combining financial statements. -6- RELLE ELECTRIC CORP. AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 1 - Summary of Significant Accounting_Policies Business Activitv Relle Electric Corp. (REQ is an electrical contractor incorporated under New York State law on October 5, 1999. The Company predominantly contracts work on institutional and commercial projects. Revenue is derived from fixed-price contracts. The length of the Company's contracts vary but typically are less than three years. The Company's contracts are performed exclusively in the New York Metropolitan area. Relle Realty LLC (RRLLC) is a real estate holding company formed in New York State on October 29,2010. Princi les of Combination The accompanying combining financial statements present the financial statements of Relle Electric Corp. and its affiliate, Relle Realty LLC both of which are under common control. Cash Equivalents The Companies consider securities with maturities of three months or less, when purchased,to be cash equivalents. Revenue and Cost Recognition For financial reporting purposes, REC recognizes revenues from construction contracts are recognized under the percentage of completion method. Under this method,progress towards completion is recognized according to the ratio of incurred costs to total estimated costs. This method is used because management considers the"cost to cost''method the most appropriate under the circumstances. Contract costs include all materials and subcontractors and labor costs and all indirect costs related to contract performance. General and administrative costs are charged to expense as incurred. Provisions for estimated losses on uncompleted contracts are made in the period in which such losses are determined. Changes in job performance,job conditions and estimated profitability,including those arising from settlements, may result in revisions to costs and income and are recognized in the period in which the revisions are determined. —7— RELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 1 - Summa of Significant Accountin Policies cont'd . Revenue and Cost Reco mition cont'd . Profit incentives are included in revenues when their realization is reasonably assured. An amount equal to contract costs attributable to claims is included in revenues when realization is probable and the amount can be reliably estimated. The asset, "Costs and estimated earnings in excess of billings on uncompleted contracts,"represents revenues recognized in excess of amounts billed.The liability, "Billings in excess of costs and estimated earnings on uncompleted contracts," represents billings in excess of revenues earned. In accordance with normal construction industry practice, REC includes in current assets and current liabilities amounts relating to construction contracts realizable and payable over a period in excess of one year. Credit Risk REC undertakes construction projects for various agencies and certain institutions. Accordingly, the Company issues credit under binding contracts to these entities. Under the Uniform Commercial Code,the Company's contract receivables may be secured by placing mechanics liens on the projects. In addition,at times,the Company has potential concentration of credit risk in that it maintains deposits with financial institutions in excess of amounts insured by FDIC. Pervasiveness of Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect reported amounts of assets and liabilities,disclosure of contingent assets and liabilities at the date of the financial statements,and revenues and expenses during the reporting period. In these financial statements, assets, liabilities, and earnings from contracts involve extensive reliance on management's estimates. Actual results could differ from those estimates. —8— RELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 1 - Summary of Siggificant Accounting Policies(cont'd). Property and Equipment Property and equipment is stated at cost. The costs of additions and betterments are capitalized and expenditures for repairs and maintenance are expensed in the period incurred. When items of property and equipment are sold or retired,the related costs and accumulated depreciation are removed from the accounts and any gain or loss is included in income. Depreciation of property and equipment is provided utilizing the straight-line method over the estimated useful lives of the respective assets as follows: Land Building 39 years Office equipment 5 years Machinery and equipment 5 years Transportation equipment 5 years Variable Interest Entities The Companies adopted Accounting Standards Update (ASU) No. 2009-17, "Consolidations (Topic 810): Improvements to Financial Reporting by Enterprises involved with Variable Interest Entities." ASU No. 2009-17 amends the consolidation guidance applicable to variable interest entities("VIEs")and requires additional disclosures concerning an enterprise's continuing involvement with VIES. Under certain criteria as provided for in Financial Accounting Standards Board (FASB) Accounting Standards Codification (ASC) 810, "Consolidation," the Company may consolidate a partially-owned affiliate to determine whether to consolidate a partially owned affiliate,the Company first determines if the entity is a VIE.An entity is considered to be a VIE if it has one of the following characteristics: 1)the entity is thinly capitalized;2)residual equity holders do not control the entity; 3)equity holders are shielded from economic losses or do not participate fully in the entity's residual economics; or 4) the entity was established with non-substantive voting.If the entity meets one of these characteristics,the Company then determines if it is the primary beneficiary of the VIE. The party with the power to direct activities of the VIE that most significantly impact the VIE's economic performance and the potential to absorb benefits or losses that could be significant to the VIE is considered the primary beneficiary and consolidates the VIE. The Companies evaluated the impact of this guidance and determined that the adoption did not result in consolidation of additional entities or deconsolidation of existing VIEs. As such, the adoption of this guidance had no impact on the Companies consolidated financial condition and results of operations, and appropriate disclosures have been included herein. —9— RELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 1 - Summary of Significant Accounting Policies (cont'd). Allowance for Doubtful Accounts Bad debts are provided for under the allowance method based upon the analysis of open contracts receivable and their expected collectability.A$50,000 allowance was deemed necessary as of December 31,2014. Sales Taxes Sales tax is assessed by a governmental authority on the purchase of goods and services. The Company collects sales tax for the state of New York. Taxes are assessed on each project that does not fall under the criteria of being tax- exempt, for example government projects. The Companies classifies sales taxes billed to customers and remitted to state and local governments in revenues on a net basis. Income Taxes The stockholder has elected that the Company be treated as an "S" Corporation for Federal and New York State tax purposes. Accordingly, no provision has been made for these taxes;however a provision has been made for the liability that exists to local taxing authorities. Construction contracts are reported for tax purposes using the cash basis method and for financial statement purposes using the percentage of completion method. The Company is no longer subject to income tax examinations for years prior to 2011. Advertisiniz Costs The Company expenses advertising costs as incurred.Such costs were$6,553 for the year ended December 31,2014 and are included in general and administrative expenses. Note 2- Contract Receivables Contract receivables are summarized as follows: Contracts completed $ 372,124 Contracts in process 1,717,503 Retainage 259.652 2,3.49,279 Less: Allowance for doubtful accounts 50,000 $2,299,279 -10- BELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 3 - Contract Billing Status Contract costs incurred $3,294,629 Estimated earnings 1,000,153 4,294,782 Less: Billings to date 4,370,054 75 2 2) Included in the accompanying balance sheet under the following captions: Costs and estimated earnings in excess of billings on uncompleted contracts $ 8,390 Billings in excess of costs and estimated earnings on uncompleted contracts (83,662) (75.272) Note,4- Property and Equipment Property and equipment is summarized as follows: Land $ 351,736 Building 850,780 Office equipment 121,312 Machinery and equipment 305,564 Transportation equipment 397,490 2,026,882 Less: Accumulated depreciation 725,369 301 513 Depreciation expense related to property and equipment amounted to $78,944 for the year,ended December 31, 2014 of which$52,342 has been charged to contract costs. Note 5 - Mortgage Costs RRLLC incurred costs associated with obtaining both mortgages. These costs are being amortized using the straight line method over twenty years and are being charged to general and administrative expenses.Amortization expense for the year ended December 31,2014 was$1,022 and is included in general and administrative expenses. —11— RELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 6 - Note Payable-Bank Pursuant to an agreement with a bank, REC may borrow up to $500,000 under a renewable line of credit.At December 31,2014,the Company has drawn down$0 of its available line of credit. Interest is-payable monthly at 1.0% above the bank's prime rate(4.50%at December 31,2014)per annum and is secured by substantially all assets of the Company. Note 7 - Long-Term Debt Installment loan payable- in equal monthly installments of $405 including interest at.90% per annum through November, 2016, secured by related equipment. $ 8,852 Installment loan payable- in equal monthly installments of $852 including interest of 5.99% per annum through March,2017, secured by related equipment. 21,479 Installment loan payable- in equal monthly installments of $329 per annum through February,2019, secured by related equipment. 16,136 46,467 Less: Current maturities 16,434 $ 30,033 Aggregate maturities of long-term debt are as follows: Years Ending December 31: 2015 $ 16,434 2016 18,105 2017 7,319 2018 3,952 2019 657 46.467 —12— RELLE ELECTRIC CORP. AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 8 - Mortgaeg_s Payable RRLLC is obligated under two mortgages totaling$929,514. The mortgages are payable in monthly installments of$3,394 and$4,161 including interest at 3.79% and 6.125% with final payments due July 2031 and April 2031, respectively. Principal payments are due as follows: Years Ending December 31: 2015 $ 37,244 2016 39,146 2017 41,149 2018 43,261 2019 45,485 2020 and thereafter 723.229 929,514 Less: Current maturities 37,244 $ 892.270 Note 9- Related Party Transaction REC leases its office facility from RRLLC. Rent expense for the year ended December 31, 2014 amounts to $120,000 which has been charged to general and administrative expenses. Note 10- Contingencies Contingencies include the usual obligation of contractors for performance and completion of construction contracts REC is contingently liable under a general indemnity agreement. The Company agrees to indemnify the sureties for any payments made on contracts of suretyship, guaranty or indemnity.The Company believes that all contingent liabilities will be satisfied by their performance on the specific bonded construction contracts involved. Certain REC construction contracts contain various compliance provisions relating to the payment of wages and benefits. These provisions extend to all subcontractors employed by the Company. The Company is financially responsible for its compliance with these contract provisions and ultimately for the compliance of its subcontractors. —13— RELLE ELECTRIC CORP.AND RELLE REALTY LLC NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) Note 11 - Provision For Income Taxes The provision for income taxes is detailed as follows: Current: New York State and City $ 1.025 Note 12- Backlog The following schedule shows a reconciliation of backlog representing signed contracts at December 31,2014: Balance,January 1, 2014 $3,677,795 New contracts and contract adjustments- Year ended December 31,2014 2,111,198 5,788,993 Less: Contract revenues earned 4.598.586 Balance,December 31, 2014 $1.190,407 Note 13 - Subsequent Events The Company evaluated subsequent events through March 26, 2015, when these financial statements were available to be issued. Management is not aware of any significant events that occurred subsequent to the balance sheet date but prior to the filing of this report that would have a material impact on the financial statements. —14— SUPPLEMENTARY INFORMATION POSSES & CHASAN CPAs PLLC 100 North Centre Avenue • Suite 500 PC Rockville Centre, NY 11570 Tel: 516-764-4002 * Fax: 516-764-4324 www.posseschasancpas.com To The Stockholder and Member Relle Electric Corp. and Relle Realty LLC Bellport,New York We have reviewed the basic financial statements of Relle Electric Corp.and Relle Realty LLC asof and for the year ended December 31,2014 and those statements together with our report thereon are presented in the preceding section of this report.Our review has been made primarily for the purpose of expressing limited assurance that there are no material modifications that should be made to those financial statements in order for them to be in conformity with generally accepted accounting principles.The supplementary schedules of contract receivables,earnings from contracts,contracts completed,contracts in process,contract costs and general and administrative expenses are presented only for supplementary analysis purposes and have not been subjected to the inquiry and analytical procedures applied in the review of the basic financial statements, but were compiled from information that is the representation of management.Accordingly,we do no express an opinion or any other form of assurance on such information. —/-"/,�'- - 'z ��-,- ,,C POSSES&CHASAN, CPA'S,PLLC Rockville Centre,New York March 26,2015 —15— RELLE ELECTRIC CORP. SUPPLEMENTARY INFORMATION SCHEDULE OF CONTRACT RECEIVABLES AT DECEMBER 31,2014 REGULAR Subsequent Retainage Total Collections Contract Description Current 31-W 61-90 91+ Total Receivable Receivables To 3/26/15 Contracts Completed STOUT CONSTR.-WELLWOOD AVE.MARINA $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ 0 $ D CATH011C CEMETERIES-ST.C'HARt RS CEMETERY 0 3,000 0 14,250 17,250 0 17,250 17,250 NORTH MERRICK UFSD 0 15,518 0 32,806 48,324 0 48,324 48,324 RENU RESTORATION-OCEANSIDE HS BOILER 0 0 0 0 0 0 0 0 MISCELLANEOUS 52,321 4,826 28,089 221,314 306,550 36,700 343,250 137,610 52,321 23,344 28,089 268,370 372,124 36,700 408,824 203,184 , Contracts in Process EAST MEADOW UFSD-MCVEY ES 21,848 40,294 0 33,251 95,393 5,021 100,414 73,545 GREENLAWN WATER DISTRICT 0 82,766 0 0 82,766 15,241 98,007 0 STALCO-RIVERHEAD CHARTER SCHOOL 33,841 34,378 69,206 142,700 280,125 27,849 307,974 156,240 RIVERHEAD HS 114,767 104,692 246,857 0 466,316 101,121 567,437 416,143 LINDENHURST FD 26,927 0 42,887 0 69,814 21,570 92,384 42,887 TROMEL-14-1013 GREENLEY LIBRARY 62,322 0 214,829 132,960 410,111 45,568 455,679 372,061 FARMINGVILLE FIRE DISTRICT 20,293 0 104,769 0 125,062 6,582 131,644 104,769 RIVERHEAD CHARTER SCHOOL FIRE ALARM 0 0 43,494 144,422 187,916 0 187,916 169,071 279,998 262,130 722,042 453,333 1,717,503 222,952 1,940,455 1,761,171 332,319 285,474 750,131 721,703 2,089,627 259,652 2,349,279 1,464,355 Less:Allowance for doubtful accounts 0 0 0 50,000 50,000 0 50,000 0 $ 332,319 $ 285,474 $ 750,131 $ 672,703 $ 2,039,627 $ 259,652 $ 2,299,279 $ 1,464,355 See accountants'compilation report on supplementary information. -16- BELLE ELECTRIC CORP.AND SUPPLEMENTARY INFORMATION SCHEDULE OF EARNINGS FROM CONTRACTS YEAR ENDED DECEMBER 31, 2014 Contract Revenues Contract Gross Earned Costs Profit CONTRACTS COMPLETED DURING THE YEAR $ 1;130,788 $ 776,944 $ 353,844 CONTRACTS IN PROGRESS 3,467,798 2,637,057 830,741 $ 4,598,586 $ 3,414,001 $ 1,184,585 See accountants'compilation report on supplementary information. -17- RELLE ELECTRIC CORP. SUPPLEMENTARY INFORMATION SCHEDULE OF CONTRACTS COMPLETED YEAR ENDED DECEMBER 31,2014 For The Year Ended Contract Totals Prior To January 1,2014 December 31,2014 Contract Description Revenues Contract Gross Revenues Contract Gross Revenues Contract Gross Earned Costs Profit Earned Costs Profit Earned Costs Profit STOUT CONSTR.-WELLWOOD AVE.MARINA $ 198,155 $ 135,808 $ 62,347 $ 0 $ 0 $ 0 $ 198,155 $ 135,808 $ 62,347 CATHOLIC CEMETERIES-ST.CHARLES CEMETERY 17,050 12,737 4,313 0 0 0 17,050 12,737 4,313 NORTH MERRICKUFSD 176,319 139,191 37,128 0 0 0 176,319 139,191 37,128 RENU RESTORATION-OCEANSIDE HS BOILER 203,700 155,984 47,716 141,593 108,351 33,242 62,107 47,633 14,474 PARADIGM-SHOREHAM ARMY BASE 175,275 105,652 69,623 90,565 43,830 46,735 84,710 61,822 22,888 ENGINEERED ENERGY-CNG F91I NG STATION 98,270 66,681 31,589 83,195 63,628 19,567 15,075 3,053 12,022 AMERESCO-BAYPORT-BLUE POINT FD 57,618 46,772 10,846 21,158 17,022 4,136 36,460 29,750 6,710 MISCELLANEOUS 540.912 346,950 193,962 0 0 0 540,912 346,950 193,962 S 1,467,299 $ 1,009.775 $ 457,524 $ 336,511 $ 232 831 $ 103,680 $ 1.130,788 $ 77b 944 See accountants'compilation report on supplementary information -18- REU ELECTRICCORP. SUPPLEMENTARY INF0RMA710N SCHEDULE OF C0NTRACIS IN PROCESS AT DECEMBER 31,2014 Foo TLe Y-Fndod TOolContraa From hcnUM T6 IX=Mbc31,2014 AIDu=aW31.2D14 Dexmbaa 31.2014 Ll-jn mEvfmaem C-U6 ct Dmnptivn Cb ft= Eg- RoOoaues Cons Oros P-1 Oom Cats And %... 16 ROreanca Coenaa C.- WOat lmd Caaa Ta Fumm Pd= Cnos E-d Incmed Pm5l Ccmplem Ewing, Eaanted 6: OS E14ned Costs Profit Remalni,E Camplelo Gross Pro0t in Ex= V.; and Of Eanti gs Bmiw F.ASTMFADOWUFSD-MCVEY ES S 113,000 S 27,799 S 99,734 S 75201 S 24,533 8826% S 100,415 S 0 S 681 S 99,734 S 75,201 S 24.533 S 13,266 S 10,00 S 3,266 &%STSMAIDOW HS 123348 18,463 3,632 3,085 547 294% 0 3,632 0 3,632 3,085 547 119,916 102,00 17,916 GREENLAWN WATER DISTRICT 316,957 69,322 309,287 241,635 67,652 9758% 306,529 4,758 0 3,098 1,761 037 7,670 61000 1,670 STALCO-RIVERHEAD CHARTERSCHO0L 557,822 89,687 553,081 464,135 8046 99.15% 556983 03X2 SOlpt 421,427 79,804 4,741 4,00 741 - R1VEoHE4nHS 2,685,186 678,798 1984473 1,481388 501,085 73.8390 2,012,413 0 39,940 1,540,480 1,128,759 411,721 702,713 525,00 177,713 - LWDENHURSTFD 552,248 134,638 426,612 322,610 104,002 7725% 431391 0 4,779 412,402 310,995 101,407 MA36 95,00 30.06 TROMEL-14.1013 GREENLEY LIBRARY 542,278 138358 433.497 322.720 110,777 7994% 455,679 0 22,182 433,497 322.72D 110,7T2 168,781 81,00 27,781 _ FARAIIHGVH2E FIRE DISTRICT 273,050 63,240 1",530 8010 34,720 5489% 131,6" 0 8,214 123330 88,81D 34,710 101320 73,00 28,520 RIVER[MADCHARTER SCHOOL FIRE ALARM 369.10 69.055 362,936 29S.04S 67,891 9833% 367,00 0 4.064 _ 350.194 284,299 65,895 0164 5.00 1.164 S 5485.189 5 1.289560 5 4,294,782 S 3.296.629 S 1.000.153 S 43704 S 8390 537,798 S 2.637.057 S 830.741 5 1.190407 5 901.00 5 289.407 s000w.an�m,nxnplmhm re�,n na a,gplcOrcNrs,mfwnv,Ln. -04 RELLE ELECTRIC CORP.AND RELLE REALTY LLC SUPPLEMENTARY INFORMATION YEAR ENDED DECEMBER 31,2014 COMBINING CONTRACT COSTS Relle ReIle Electric Realty Total Eliminations Corp. LLC Materials $ 1,647,839 $ 1,647,839 Subcontractors 18,535 18,535 Direct labor 1,232,881 1,232,881 Payroll taxes 112,192 112,192 Employee benefits 108,054 108,054 Auto and truck 47,926 47,926 Licenses and permits 7,376 7,376 Job expenses 11,022 11,022 Insurance 175,834 175,834 Depreciation 52,342 52,342 $ 3,414,001 $ 3,414,001 See accountants'compilation report on supplementary information. -20- BELLE ELECTRIC CORP.AND BELLE REALTY LLC SUPPLEMENTARY INFORMATION YEAR ENDED DECEMBER 31,2014 COMBINING GENERAL AND ADMINISTRATIVE EXPENSES Relle Relle Electric Realty Total _ Eliminations Corp._ LLC Officer's salary $ 180,387 $ 180,387 Office salaries 102,851 102,851 Payroll taxes and employee benefits 36,601 36,601 Advertising 6,553 6,553 Insurance 8,641 $ 8,641 Office expense 19,576 19,576 Repairs and maintenance 25,978 22,868 3,110 Telephone and utilities 26,052 24,629 1,423 Rent $ (120,000) 120,000 Real estate taxes 8,610 8,610 Contributions 9,975 9,975 Professional fees 26,325 26,325 Auto 35,730 35,730 Travel and entertainment 22,723 22,723 Depreciation and amortization 27,624 3,239 24,385 Bank charges 7,276 303 6,973 Payroll service 5,863 5,863 Pension 16,386 16,386 Dues and Subscriptions 10,359 10,359 Training 9,200 9,200 Computer 19,994 19,994 Miscellaneous 4,904 3,879 1,025 $ -611,608 $ (-120,000) $ 677,441= $ 54,167 -- See accountants'compilation report on supplementary information. -21- THE A-MERt AIA l wimeat A310 Bid Bond KW W AI1:MW BY TIRM M ,- that we Relle Electric Corp. 26 Sawgras6 Drive fC„ere ins7ort foli-naoc-and addresfi ate-legal tit ie of conttactor”) Bellport, NY 11713 -as Pri-ncipal.,heremafter-can-ed tine Priwlpal: and The Guarantee Company of North America USA One Town Square Ste. 1470 {Here- insett Ault naft aid dddre" or-legal title of Surety} Southfield, Michigan 48076 a coxporatiotn duly organized tinder the laws Of the State Of, Michigan as Surety; herei- after-called tie Surt ty, aYe d abd fist ly bourxi unto Town of Southold Office of the Town Clerk 53095 Rt 25 (Here inser`t'fuil nam@ and address-or legal `bile_of Owner) Southold NY 11971 as Obligee,,l*reinafte�r called the"tbli ;_ in the--stmx of -5%of amount bid for the papiebt of which stlltt *Affl.-and truly to be n>ac%ea, the said Prmi mipal and'the said Sum ty bind ourselves; --our heSxs,-t'X CtitO S,- c-didna tett a��s f ss-ws•and aftig` ; jr tly and severally, fi rray-by these.lire: s. kWEREAS, -the Principal. has -stba d tw a--bi Ks Heert felt nastie, ad'dre'ss and'descrijiMoh of project) Highway Maintenance Garage&Site Improvements At the Highway Dept Yard Peconic NY:Electrical Work NOW, TFWM1:3E, if the obligee shall accept the bid of the Principal and the Princi{iai shall:eater into.-&Co#ract- with the Obligee in accbMiince with the terfns of such"bid, awl-give such bond"or borids as -&fay he speetfietl in tfie'biddiig or Contract bocuments with good and st6ficieEit surety for the-faithful pet`formance of such ttmuact and for the prompt paymeni of-labor and-material furnished in the iirosecuti-on:thereof, dr-in the event of the fallafe of the-Principal-to en'ter- such Contract and give such bond or bonds, if the Principal shall pay•to the DhAlsee ihe"difference not to p-cdeed tho peoatiy hereof between Vie amount speciffed in said b d 40 sfich'targer-hmbuf1t for which the-Ob ttgee may Wgood faith.cohtraCt With a-tothet patty t6 pefform-the Work-covered-by'said bid, then this obti,;atio*shatl be null and mid, other4se-to remain in _full force and effect, Signed and teased this 12th liay of November .261.5 - Rellelectri orp. (principes) (Seel) - .ZWitttess� ' ► r The Guarantee Company of North,Ameri'ca USA, (may) Ge or a Skinner tie-}Attorney-isi fact ' Bid Date t 11/19/2015 AIA DOC- V P310 • BID 1M'•—AM @ FBMUMY 3970 E6V TAMSRICM INS7'I1't7!'E OF ARCHIL, 1135 i�I;y, AV.E., N.W'., fi�18ftM(�LW-,'D-.C. 201M6 r,- ' THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint George Skinner Skinner&Company(Old Well Assoc.Inc) its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents,shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31't day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attomey-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking,contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. 6Jgr�"TQr% IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012. . (`(�J t THE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly swom,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee 5, Notary Public,State of Michigan Company of North America USA offices the day and year above written. - ., County of Oakland k My Commission Expires February 27,2018 Acting in Oakland County I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attomey executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full-force,and effect. IN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this day-6f �o Qi'�NV\V?v 01 �. A"M Randall Musselman,Secretary ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION STATE OF NEW YORK ) COUNTY OF 'l-).Ffo I �( ) On the day of in the year 2015 before me personally came l��lAeo li q , to me known, who, being by me duly sworn, did depose and �spy that he resides I 1 that he is the �-s,dc��n-1- Of/ the corporation described in and which executed the above instrument; and that he signed his name thereto by order of the board of directors of said corporation. r NOTARY PUBLIC OR COMMISSIONER OF DEEDS MICHELLE ROCCO NOTARY PUBLIC-STATE OF NEW YORK No. 01806113091 Qualified in Suffolk County My Commission Expires.Wly 19, 2016 ACKNOWLEDGEMENT BY SURETY STATE OF NEW YORK) COUNTY OF WESTCHESTER) On the I. ti day of November in the year 2015 before me personally came Geo[ e Skinner, to me known, who, being by me duly sworn, did depose and say that (s) he resides at Purchase, New York, that (s)he is the Attorney-in-Fact of The Guarantee Company of North America USA the corporation described in and which executed the above instrument; and that (s)he signed his/her name thereto by order of the board of directors of said corporation. SANDRA A. ARCARA Notary Nobi01WYork AR6181041 uaiitied in Westchester Cou t TARY PUBLIC OMMISSIONER OF DEEDS 'erm Expires January 22#20 w• ` 1UTU17.RAN ERE C0WP dN Hl/.L�1'VVf'=171MKUu.A USA Roue o ce,sowhfieg 1 agaSl a TAYVT0izyBtLAjVCNST Decembeir 31,2014 ASMITS Cash and 5host Tern?-Investments $47,679,979 Marketable Securities Premium and Agents 143,314,160 gents 3aIances(under days) 4;093019 Reinsurance Receivable on paid losses , 1,099,947 Accrued Interest and!Dividends Other Assets 791,907 Total Admitted Assets 624.837 $197,604,649 Reserve for Losses and Loss Adjustment l3j:Penses Unearned Premium Reserve $ 6,121,295 Accrues -penes 13,620,611 Ceded Reinsurance Premiums payable 1,909,439 Taxes,Licenses and Fees Payable 936,756 Net Deferred Tan Liability 132,382 Funds Held 2,084,050 Other Liabilities 6,210,635 Total Liabilities 316.593 $ 31331.761 C&PIiTAL ANTD SIIpLIIS Common Stock and Paid-In Capital Surplus $I44,Q20,970 Total Policyholders'Surplus22_ $166_ Total Liabilities,Capital and Surplus $197,60A,649 State of 1cIugan CountY of Oakland Stephen C.Ruschak being duly sworn,says: That he is the President&COO of The Guarantee Company of North America USA;that said company is a corporation duly organized,eati,&z and engaged in business as a surety by virtue ofthe laws ofthe State ofMchigan,and Inas duly complied with all the requirements of the laws ofsaid state applicable to said company and is duly qualified to act as surety under such laws that said company has also with and is duly qualified to act as surety under the Act of Con complied the foregoing is a t' of Iuly 30 947 as amended(6 U S.C.6-13);that full,true and correct statement of financial condition of said company on the 3I day of December 201a Sworn to before me this 27'b day of Februzy 20I5. Not�yPhenC.PLusf—c,- -�—President COO Notmy PUN%Stafe of Niieiligm County of Oaldand My CoMmIsston ExpIms;FebnwyO.20`d8 Acting In OaMand C®nedy SKINNER : • Surety Bonds . ii -0i HarriSoh, New York 10528 � . : � : i � • . : is i .s VENDOR NAME: 'D I A`K"13W M Nalu l C14L VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. Coy. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY#: DATE OF ORGANIZATION: — — R�g IF APPLICABLE: DATE FILED: STATE FILED: ' If a non-publicly owned Corporation: CORPORATION NAME: V I AM- 4- IZUk Mscmo i LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) 70a 7..�s La AL LA&F.LLA 1) 1 Ass u a :71M >VQMAJ(.,_ LIST OFFICERS AND DIRECTORS: NAME TITLE ROB ?,5 �1 T.65i oEHJT AL LA13B1 IA • Lem T hu ,Tjtj 7pYoga� 79ax AsyWL. 'DNE 1� I 1 wt � 0 ua0evo0aa�novuv�ossa�������esvuse®vvv®vsv�a�vnsev�v��r�a�ou�ov®vtvv®veaev�o���eo■ If a partnership: l l \ PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM FAIL BID TO: VENDOR NAME: 7PAM- Q • 3 M ECtK N L CA L.. ADDRESS: — 165 snr_La7� � A��ED ORP Naw Uo�l�T11`1 (�3 CONTACT: 0 3 ?RAS , TELEPHONE: b 3 I r 2eg6- GM d FAX: E-MAIL: Q ' 1N►0.+1 hR !�r-(�IA�IMCGLUXy4 0,,L . Co ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: 014k� f.� TELEPHONE: FAX: - CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: s ADDRESS: Ok V Q TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 13 VENDOR NAME: �� N^ l ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT r Bidder agrees as follows- please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHAL SQUALIFY BIDDEN. AU Z D SIGNATURE Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Signature&Company ositi ?wgs ipp Nr /I IVOU DAY OF 20 Type Name&Company Position Company Name ;t. NOTARY PUBLIC 11OW EL-AVITAWLE I Z,0 sS Notary Public, State of New York Date Signed : N®. OIAV6112567 ;Qualified in Suffolk County Federal I D.Number Commission Expires July 6, 2016 Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: ISI VENDOR ADDRESS: Marv Yo a /L , 1l ?. 6s TELEPHONE NUMBER: G31- ; 6 — 5/90 FAX: 631- LO9— 377 8 7 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated ZOf '-�D 13a. I� Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvernents Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department p (NO / LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Word DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for AS Dollars Cents Unclassified Excavation&Grading A3 1 for AS Dollars Cents Budding Construction A4 1 for AS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents "Cil 0 4"Thick Concrete Sidewalk o A6 340 v for /SF Dollars Cents x CD Concrete Curb cc A7 70 0 for '~� /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department / I-AND /�/� LKMA*:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for /LS Dollars Cents Drainage System A9 30 for /VF Dollars Cents 8"ADS Drainage Pipe A10 375 for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS Alt 1 1 Resinous Flooring 10 b 0 o for /LS W Dollars Cents 't7 NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or m after award of the bid. as cv 0 w Highway Maintenance Garage and Site Improvements Contract B-HVACItemized Proposal for: Town of Southold Highway Department LKMA#:13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS B1 1 yin ° General Conditions&Site Mobilization + p for {-1 `i4oijs* y V V)tk bi C bCM r+ /LS 310 060 • Dollars Cents Building Heating,Coo i�ng an �N'fiTation Systems B2 1 fouRNUNDP.D F4111ACTEE� lye: HusJOUD Ooltdos 14�S'OO • Oc) for /LS Dollars Cents r'O CSLIA� { TOTAL BID Items(Add All Items) F0 VrL.I No Vso0j D 1y gympup'Doll"m4_� SM•on 6 4; Dollars Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. r-OVIL UILUO' b �r >v x o 0 W Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department gY , LKMA#:13108.000 ?YZA / ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 1 for AS Dollars Cents Gas Service - C2 1 for /LS Dollars Cents Water Service C3 1 for /LS Dollars Cents Building Plumbing Systems C4 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) `d O o NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. w n x ao c� 0 �n w Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department (�//� 00 /3tD ) LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 for /LS Dollars Cents Underground Electric Service D2 1 for AS Dollars Cents Fiber Optic Line D3 1 for /LS Dollars Cents Budding Electrical&Communication Systems D4 1 for /LS Dollars Cents D5 1 Budding Fire Alarm Systems for /LS Dollars Cents TOTAL BID Items(Add All Items) 0 0 0 w Dollars Cents (Numerically) x WRITTEN IN WORDS UQ rP NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or N after award of the bid. 0 w AUTHORIZED SIGNATTURE PRINT NAME Rob bt 12- TITLE V(Q , (C�W s DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF 5" lcc' ss.: � a� On the V2' day of N.4�e6-ems in the year 20�'before me, the undersigned, personally appeared, 0e,-c , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC "M AEL AVITABILE i,"Notary Public, State of New York .t ,NO. 01 AV6112567 ja Qualified in Suffolk County .-Commission Expires July 6, 2016 r. Proposal Package 13 of 13 ' Town of Southold BIDDER'S N DDER'S QU e IFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Ecu Z- Co oration A Partnership or Entity FIRM NAME:--Nam ho UCCWIQQI An Individual PRINCIPAL OFFICE: 11to.5 -6 I'Ylr� My 07-U -3 PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1w$el Z v .Q dams oY©ra►� v•P 6Jephfh Di rnCq D 1. How many years has your organization been in business under its present business name? l 7 - 2. -2. You normally perform what percent of the work with your own forces? ?0 List trades that you organization normally performs below: PvOWop- tv 1191 N14 sEXVIC-15 3. Have you ever failed to complete any work awarded to you? f40. If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. , No QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. H® ' 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion S h�6 ' (mac(�L t brW'r j'(i}�,A ; ✓Jc,. ZSI,� !�? /4r,c 2d 1(, Avcam 31('30 �ly/v��/Isi.�sJl/9. Zy l OOpls'< Vl1 ot(� Co`� e PU'C. ig 6-4 AAe-9-- 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion %of Work .4-?Yq QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca acity j A mrPs Vvv41L- P, I�w� M C CAW I cAL NVAC. 130pgvaeyn I PAA. i3o8 NovorNy R co"icAL *Ac. t PH KE c-ftout cit Gfly Kc , w` 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? vS 10. Bank References: 5o�pkV, Wu(AA� NJ�OftoJ 1Q3�-��g •�5ac� , 11. Trade Association Membership: 5 AMCNA A .5 149-A 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? NO ., QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. 5—A� A6 .� STATE OF "- ya cK- ) COUNTY OF S.s `JJ1r- ) (beZ- being duly sword deposes and says that he is the pry,s?(JLC( of f.w*x-r-- all fkl&,h contractor and that answers to the foregoing questions and all statements therein contained are true and correct. /yfl, (Signature of person w si d id) Sworn to before me this Iday of�Q� ,201 7Com ry Public missio pirati Date: MICHAEL AV A81LE "Notary Public, State of New York NO. 01 AV6112567 Oualii,ed in Suffolk County Commission Expires July 6, 2016 QS-4 i w ADDENDUM NO. 1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person,firm or corporation making this Proposal: I - 1� • �e� c�V�II 1c� Contractor -&� LP;�-' - (Title) ,�•�-�_� P.O.Address: /j70 Phone No.: -!c Dated: 1 S0000 The full names and address of all persons interested in the Proposal or principals are as follows: Name Address Imo 6 A y �i, A) y r7Vv lam. �A-y PorT". AJ ADDENDUM NO. 1 -Page 5 of 5 40 g t� p� STATION J{epi]�q'p'[ q9 ,�y}� 9 631 -286-5190 gyp Ig Yy�g q4 �.�a q pq x1�i�e6�q�i3p}�S ■L�9q�.1 I O.0 A X?O AEw� TEL.' 6 3 1 -2 8 6-3.a��aiy9p 0 MIZO('ORD, NY 11763 ['A.PAs♦ 63l-2$9-3/VA , m I 1'riMNY" `mss{y, REFERENCES: HUNTINGTON HOSPITAL$2,600,000.00 GC:AXIS CONSTRUCTION CONTRACT DATE :JANUARY 2012 COMPLETION DATE:JANUARY 2013 CONTACT: PETER CANNUSIO PH:631-243-5970 SKYVIEW PARC FLUSHING NY $3,500,000.00 GC:TISHMAN CONSTRUCTION CO NTRACT DATE :J U N E 2010 COMPLETION DATE :JANUARY 2011 CONTACT:JESSE MOORE PH:718-358-7100 TARGETTHROGGS NECK $1,998,000.00 GC:PLAZA CONTRACT DATE: 6/19/13 COMPLETION DATE: 10/31/14 CONTACT: ALLEN KASDEN PH: 212-849-4800 BARNES AND NOBLE 86TH ST MANHATTAN $1,310,000.00 GC:SCHIMENTI CONTRACT DATE: 12/1/2009 COMPLETION DATE: 7/1/2009 CONTACT:JOSEPH SCHIMENTI PH: 914-244-9100 AS www.DNBME:CH NICAL,.CCM yipf Gale �STATION Ip�L�✓�N ROAD ; (f FAX: 631^236.5190 ry F= E L'"a RD, ASAI 11763 t FAX: 03 1.209.3 8 CLUB MONACO 160 5T"AVE $1,065,304.00 GC: HIRSCH CONSTRUCTION CONTRACT DATE:4/12/13 COMPLETION DATE: 11/1/13 CONTACT:JOHN SUROWIEC PH: 978-762-8744 GATEWAY CENTER BRONX TERMINAL MARKET$4,800,000.00 GC: PLAZA COMPLETION DATE: 6/9/09 CONTACT:ANTONIO VIGDIGNI PH:917-217-3828 H '#1iTw.DNBMECHANICAI,.COM --� DIAM-N-BLU MECHANICAL CORP. FINANCIAL STATEMENTS MARCH 31, 2015 GLASS & SEUCHEL C.P.A.'S, LLP DIAM-N-BLU MECHANICAL CORP. MARCH 31, 2015 INDEX Page No. INDEPENDENT AUDITORS' REPORT .............................................................. 1, 2 FINANCIAL STATEMENTS: Balance Sheet as of March 31, 2015 ....................................................... 3, 4 Statement of Operations and Retained Earnings Year Ended March 31, 2015................................................................... 5 Statement of Cash Flows Year Ended March 31, 2015................................................................. 6, 7 NOTES TO FINANCIAL STATEMENTS.............................................................8-16 GLASS & SI3IECHEL C.P.A.'S, LLP GLASS & SEIECI EL C.P.A.sS, LLP 110 STEWART AVENUE HICKSVILLE,NEW YORK 11801 516-935-1900 FAX: 516-935-3453 INDEPENDENT AUDITORS' REPORT To the Board of Directors of Diam-n-Blu Mechanical Corp. Report on the Financial Statement We have audited the accompanying financial statements of Diam-n-Blu Mechanical Corp., which comprise the balance sheet as of March 31, 2015, and the related statements of operations, retained earnings and cash flows for the year then ended, and the related notes to the financial statements. Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America. This includes the design, implementation and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on these financial statements based on our audits. We conducted our audit in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free of material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditors' judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of Diam-n-Blu Mechanical Corp. as of March 31, 2015, and the results of its operations and its cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America. �glvl Glass & Shiechel CPAs, LLP Hicksville, New York July 17, 2015 GLASS & SHIECHEL C.P.A.'S, LLP -3- DIAM-N-BLU MECHANICAL CORP. BALANCE SHEET MARCH 31, 2015 ASSETS Current assets: Cash and cash equivalents $ 215,369 Accounts receivable: Contracts/Trade $ 1,203,538 Retainages 108,063 Affiliates 2,406,297 3,717,898 Costs and estimated earnings in excess of billings on uncompleted contracts 268,951 Prepaid expenses 3,059 Total current assets 4,205,277 Property and equipment, net 86,166 $ 4,291,443 See notes to financial statements. GLASS & SEnCEIEL C.P.A.'S, LLP -4- DIAM-N-BLU MECHANICAL CORP. BALANCE SHEET MARCH 31, 2015 LIABILITIES AND STOCKHOLDERS' EQUITY Current liabilities: Line of credit, bank $ 480,000 Current maturities of long-term debt 18,758 Accounts payable and accrued expenses: Trade $ 500,343 Affiliates 107,898 608,241 Income taxes: Current 1,543 Deferred 74,850 76,393 Total current liabilities 1,183,392 Long-term debt, less current maturities 74,542 Stockholders' equity: Common stock, no par value Authorized - 200 shares Issued and outstanding - 20 shares 1,000 Retained earnings 3,032,509 Total stockholders' equity 3,033,509 $ 4,291,443 See notes to financial statements. GLASS & SEnCHEL C.P.A.'S, LLP -5- DIAM-N-BLU MECHANICAL CORP. STATEMENT OF OPERATIONS AND RETAINED EARNINGS YEAR ENDED MARCH 31, 2015 Revenue $ 5,962,850 Cost of operations 5,359,359 Gross margin 603,491 General and administrative expenses 668,818 Loss before other income (expense) and provision for income taxes (65,327) Other income (expense): Interest income $ 4 Interest expense (9,035) Total other income (expense) (9,031) Loss before provision for income taxes (74,358) Provision for income taxes 9,107 Net loss (83,465) Retained earnings, beginning 3,232,592 Less: Dividends 116,618 Retained earnings, end $ 3,032,509 See notes to financial statements. GLASS & SEnCHEL C.P.A.'S, LLP -6- DIAM-N-BLU MECHANICAL CORP. STATEMENT OF CASH FLOWS YEAR ENDED MARCH 31, 2015 Cash flows from operating activities: Net loss $ (83,465) Adjustments to reconcile net income to net cash used in operating activities: Depreciation and amortization 17,994 Increase (decrease) in cash flows as a result of changes in asset and liability account balances: Accounts receivable: Contracts 866,689 Retainages 167,885 Affiliates (2,211,403) Costs and estimated earnings in excess of billings on uncompleted contracts 231,684 Accounts payable: Trade (349,151) Affiliates (595,528) Billings in excess of costs and estimated earnings on uncompleted contracts (3,010) Total adjustments (1,874,840) Net cash used in operating activities (1,958,305 Cash flows from investing activities: Investing activities which represents net cash used in investing activities (100,872) See notes to financial statements. GLASS & SEnCBEL C.P.A.'S, LLP -7- DIAM-N-BLU MECHANICAL CORP. STATEMENT OF CASH FLOWS YEAR ENDED MARCH 31, 2015 Cash flows from financing activities: Proceeds from line of credit $ 480,000 Increase in long-term debt 100,872 Payments on long-term debt (7,572) Distributions to shareholders (116,618) Cash received from affiliate 1,566,244 Net cash provided by financing activities 2,022,926 Net decrease in cash and cash equivalents (36,251) Cash and cash equivalents, beginning 251,620 Cash and cash equivalents, erid $ 215,369 Supplemental disclosure of cash flow information: Cash paid during year: Interest expense $ 9,035 Income taxes 9,107 Non-cash investing and financing activities: Purchase of auto and trucks: Purchase price $ 100,872 Loan obligation assumed 100,872 Cash paid $ - See notes to financial statements. GLASS & SHMCHEL C.P.A.'S, LLP -8- DIAM-N-BLU MECHANICAL CORP. NOTES TO FINANCIAL STATEMENTS MARCH 31, 2015 NOTE 1 - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES. (a) Business Activity: Diam-N-Blu Mechanical Corp. serves as a mechanical contractor specializing in plumbing, heating and air conditioning systems. Diam-N-Blu Mechanical Corp. is one of the few organizations of its kind which is geared to perform all functions related to mechanical installations both for new construction and renewal projects. Services are provided for clients in the public and private sectors in Nassau and Suffolk Counties as well as the five boroughs of New York City. The length of the Company's contracts varies but typically ranges from one to two years. (b) Income and Cost Recognition: Income from long-term construction contracts is recognized under the percentage of completion method. Under this method, progress towards completion is recognized according to the percentage of incurred costs to estimated total costs. This method is used because management considers this method the most appropriate in the circumstances. Contract costs include all direct material and labor costs and all other direct and indirect costs related to contract performance. General and administrative costs are charged to expense as incurred. Provisions for estimated losses on uncompleted contracts are made in the period in which such losses are determined. Changes in job performance, job conditions and estimated profitability, including those arising from settlements, may result in revisions to costs and income and are recognized in the period in which the revisions are determined. Profit incentives are included in revenues when their realization is reasonably assured. An amount equal to contract costs attributable to claims is included in revenues when realization is probable and the amount can be reliably estimated. The Asset, "costs and estimated earnings in excess of billings on uncompleted contracts," represents revenues recognized in excess of amounts billed. The Liability, "billings in excess of costs and estimated earnings on uncompleted contracts", represents billings in excess of revenues recognized. GLASS & SEUCHEL C.P.A.'S, LLP -9- NOTE 1 - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES. (Continued) (b) Income and Cost Recognition: (continued) In accordance with normal construction industry practice, the Company includes in current assets and current liabilities amounts relating to construction contracts realizable and payable over a period in excess of one year. (c) Use of Estimates: The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. (d) Cash and Cash Equivalents: For purposes of the statement of cash flows, the Company considers all highly liquid debt instruments purchased with a maturity of three months or less to be cash equivalents. (e) Accounts Receivable: Accounts receivable have been adjusted for all known uncollectible accounts. Additional allowance for doubtful accounts has not been provided as the amount is not considered material. (f) Property and Equipment: Property and equipment is stated at cost. Expenditures which substantially increase estimated useful lives are capitalized. Maintenance, repairs and minor renewals are expensed as incurred. When assets are retired or otherwise disposed of, their costs and related accumulated depreciation or amortization are removed from the accounts and resulting gains or losses are included in operations. Depreciation is computed using the straight-line and accelerated methods over the estimated useful lives of the respective assets. Amortization of leasehold improvements is provided over the lesser of their terms of the related leases or the estimated useful lives of the improvements, using the straight-line method. GLASS & SEnCHEL C.P.A.'S, LLP -10- NOTE 1 - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES. (Continued) (g) Impact of New Accounting Pronouncements: During July 2006, the Financial Accounting Standards Board ("FASB") issued FASB Interpretation No. 48, "Accounting for Uncertainty in Income Taxes—an Interpretation of FASB Statement No. 109" ("FIN 48"). FIN 48 clarifies the accounting for uncertainty in income tax reporting by prescribing a recognition threshold and measurement attribute for the financial statement recognition and measurement of a tax position taken or expected to be taken in a tax return. FIN 48 requires that companies recognize tax benefits in their financial statements for a tax position only if that position is more likely than not of being sustained on audit, based on the technical merits of the position. Additionally, FIN 48 provides guidance on de-recognition, classification, interest and penalties, accounting in interim periods, disclosure and transition. FIN 48 became effective for fiscal years beginning after December 15, 2008. The cumulative impact of adopting FIN 48 in fiscal 2008 did not have a material impact on the financial condition of the Company. (h) Income Taxes: Generally, income taxes have not been provided because the stockholders have elected to have the Company treated as an S corporation for income tax purposes as provided in Section 1362(a) of the Internal Revenue Code. As such, the Corporation's income or loss and credits are passed through to the stockholders and reported on their individual income tax returns. The accompanying provision for income taxes represents state and local income taxes. State and local income taxes are provided for the tax effects of transactions reported in the financial statements and consist of taxes currently due plus deferred taxes. Deferred income taxes are recognized for the tax consequences in future years of differences between the tax bases of assets and liabilities and their financial reporting amounts at each year-end based on enacted tax laws and statutory tax rates applicable to the periods in which the differences are expected to affect taxable income. Valuation allowances are established when necessary to reduce deferred tax assets to the amount expected to be realized. GLASS & SHIECHEL C.P.A.'S, LLP -11- NOTE 1 - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES. (Continued) (h) Income Taxes: (continued) The principal temporary differences between the tax bases of assets and liabilities and their carrying amounts for financial reporting are as follows: Construction contracts are reported for tax purposes using the accrual without retainage and percentage of completion methods. The basis of long-term construction contracts for financial reporting exceeds their tax bases for income tax purposes by the cumulative amount of profits recognized during the construction period under the percentage of completion method in excess of the methods used for tax purposes. The excess will be taxable when contract work is billable and retainages are collectible under terms of the contracts. The Company's open tax years are September 30, 2010 - 2014 for U.S., Federal, State and local jurisdictions, as of March 31, 2015 no uncertain tax positions exist. (i) Subsequent Events: Management has evaluated subsequent events for disclosure and/or recognition in the financial statements through the date that the financial statements were available to be issued, which date is July 17, 2015. Q) Fair Value of Financial Instruments: Diam-n-Blue Mechanical Corp. follows the guidance as described under Accounting Standards Codification Topic 820-10, Fair Value Measurements and Disclosures, which defines fair value and establishes a fair value hierarchy organized into three levels based upon the input assumptions used in pricing assets. Level 1 inputs have the highest reliability and are related to assets with unadjusted quoted prices in active markets. Level 2 inputs relate to assets with other than quoted prices in active markets which may include quoted prices for similar assets or liabilities or other inputs which can be corroborated by observable market data. Level 3 inputs are unobservable inputs and are used to the extent that observable inputs do not exist. GLASS & SHIECHEL C.P.A.'S, LLP -12- NOTE 1 - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES. (Continued) At March 31, 2015, Level 1, the fair value of the Company's financial instruments included cash and cash equivalents, accounts receivable, work in progress, accounts payable, accrued expenses and income taxes, approximated book value due to the short maturity of these instruments. At March 31, 2015, Level 2, the Company does not have assets or liabilities that are based on other inputs that are observable or can be corroborated. At March 31, 2015, the Company's goodwill is required to be measured at fair value in accordance with Financial Accounting Standards Board ("FASB") Accounting Standards Codification ("ASC") Topic 820, Fair Value Measurements. NOTE 2 - CONTRACTS IN PROGRESS. Information with respect to contracts in progress at March 31, 2015: Costs incurred on uncompleted contracts $ 1,396,158 Estimated earnings 253,085 1,649,243 Less: Billings to date 1,380,292 Costs and estimated earnings in excess of billings on uncompleted contracts $ 268,951 NOTE 3 - DUE TO/FROM AFFILIATE. These amounts represent non-interest bearing advances payable on demand. GLASS & SHIECHEL C.P.A.'S, LLP -13- NOTE 4 - PROPERTY AND EQUIPMENT. Property and equipment, at cost, consist of the following: Life Computer equipment $ 131,402 5-7 yrs Telephone equipment 42,913 5-7 yrs Trucks 320,597 5-7 yrs Machinery and equipment 22,481 7- 10 yrs Computer software 94,746 5- 10 yrs Leasehold improvements 1,977 20 yrs 614,116 Less: Accumulated depreciation and amortization 527,950 $ 86,166 Depreciation expense for the year ended March 31, 2015 was $17,943 Included in property and equipment are fully depreciated assets of $511,287 that are currently in service. NOTE 5 - LINE OF CREDIT. The Company has an available line of credit which has been extended until August 31, 2015 in the amount of$1,000,000. The line of credit is guaranteed by the stockholders and affiliated companies, and bears interest at a fluctuating rate per annum equal to 3/4% in excess of the prime rate. There was $480,000 outstanding at March 31, 2015. GLASS & SEUCHEL C.P.A.'S, LLP -14- NOTE 6 - LONG-TERM DEBT. Long-term debt consists of the following: Bank loans, collateralized by equipment, payable in monthly installments aggregating $1,880 including interest at rates at 4.480% per annum, with the final installment due October 2019. Less: Current maturities $ 93,300 18,758 $ 74,542 Annual maturities of long-term debt are approximately as follows: Year Ending March 31, 2016 $ 18,758 2017 19,616 2018 20,513 2019 and thereafter 34,413 $ 93,300 NOTE 7 - FAIR VALUE OF FINANCIAL INSTRUMENTS. Fair value of financial instruments as of March 31, 2015 are as follows: Level Amount Level $ 3,033,509 Level 2 - Level 3 - $ 3,033,509 GLASS & SHMCHEL C.P.A.'S, LLP -15- NOTE 8 - MULTIEMPLOYER PENSION PLAN. The Company made contributions during the year to a multiemployer pension plan that covers its union employees. This plan provides defined benefits based upon union members' earnings and period of coverage under the plan. Total union fringe benefit costs, including pension, were $243,705 for the year ended March 31, 2015. NOTE 9 - RELATED PARTY TRANSACTIONS. The Company rents office premises from a partnership which consists of the current shareholders on a month to month basis. Included in rent expense for the year ended March 31, 2015 was $120,000 to the affiliated company. In addition the Company received $ 20,751 of income from subcontracting services performed for Blue Diamond Sheet Metal Inc. The Company incurred subcontracting expenses of$177,950 and $1,103,887 with Mirage Mechanical Systems, Inc. and Blue Diamond Sheet Metal Inc., respectively. NOTE 10 - CONCENTRATION OF CREDIT RISK. Financial instruments, which potentially expose the Company to concentrations of credit risk, consist primarily of cash and cash equivalents and trade accounts and retainages receivable. The Company places its temporary cash investments with high credit quality financial institutions. At times, such investments may exceed FDIC insurance limits. The Company business is concentrated in subcontracting for private companies located in Nassau and Suffolk Counties as well as the Metropolitan New York City area. Although the Company is directly affected by the well-being of its customers, management does not believe that significant credit risk exists. GLASS & SEUCHEL C.P.A.'S, LLP -16- NOTE 11 - BACKLOG. The following schedule shows a reconciliation of backlog representing signed contracts at March 31, 2015: Balance, March 31, 2014 $ 1,640,551 Contracts awarded 7,175,968 8,816,519 Less: Contract revenues earned 5,962,850 Balance, March 31, 2015 $ 2,853,669 GLASS & SIRECHEL C.P.A.'S, LLP SLS � Document A310 TM - 2010 Conforms with The American institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: ('Vain,legal statrn and addr a%v) (Mirme,legal statin and principal place af business) Diam-N- Blu Mechanical Corp. Travelers Casualty and Surety Company of America 1165 Station Road 343 Thornall Street, 5th Floor This document has important Medford, NY 11763 Edison, NJ 08837 legal consequences.Consultation Mailing Address for Notices with an attorney is encouraged with respect to its completion or modification. OWNER: (,Vamc,legal staters and address) Any singular reference to Town of Southold Contractor,Surety,Owner or 53095 Main Road, PO Box 1179 other party shall be considered plural where applicable. Southold, NY 11971 BONDAMOUNT: $ 5% Five Percent of Amount Bid PROJECT: (,Vance,location or address acrd Project number,if attt) Highway Maintenance Garage and Site Improvements-Southold, Suffolk County, NY, SCTM# .1000-75-05-14 1 The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond arc such that if the Owner accepts the bid of the Contractor within the time specified in tite bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with tete Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perlitrm the work covered by said bid,then this obligation shall be null and void,otherwise to remain in lull force and ellect.Tlie Surety hereby waives any notice ol'att agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.'Alai ver ol'tiolice by the Surely shall not apply to any extension exceeding sixty(60)days in lite aggregate beyond the time lbr acceptance of'bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the tarn Contractor in this Bond shall be dccnted to be Subcontractor and the term Owner shall be dccnted to be Contractor. When this Bond has been litrnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bend conflicting with said statutory or legal requirement shall be deemed deleted hereftoni and provisions conlltntting to such stututory or other legal requirement shall be deenied incorporated herein.When so Iitmislted,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Si-tied and scaled this 3rd day of November, 2015. 1 Diam-N- Blu Mechanical Corp. _ (Principal) (Seal) (0iness) U 1e1�� By: (Title) Travelers Cas ua y and Surety Company ofAmerica (Surety) (Seal) (11'itrrestiy By: (T(/le)Rosanne Callahan ,Attorney-in-Fact S-0054/AS 8110 l ACKNOWLEDGMENT OF PRINCIPAL IF A CORPORATION STATE OF NEW YORK } ss: COUNTY OFSUFN)},K On this qday of 2015, before me personally appeared 106 z to me known, who, being by me duly sworn,did depose and say that he/she resides at 1/1,5 5'z-Wr1 A Mgffh, -o ,that he/she is the of 1/�ht-�J•_�LZc �//9-i17 fc srP�the corporation described in and which executed the foregoing instrument; and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. KATHERINE ADRAGNA G NOTARY PUBLIC,STATE OF NEW YORK - NO.4787442 - --- -- -------- ----------- ------------------ QUALIFIED IN SUFFOLK COUNTY Notary Public COMMISSION EXPIRED, 12-31-2017 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK } ss: COUNTY OF NASSAU } On November 3, 2015 before me personally came Rosanne Callahan to me known who, being by me duly sworn,did depose and say that he/she resides at 255 Executive Drive, Plainview, New York 11803,that he/she is the Attorney-In-Fact of Travelers Casualty and Surety Company of America the corporation described in and which executed the foregoing instrument;and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ----------------------------------------------------- Notary Public Peter Henry Notary Public State of NY No.01HE4784829 Qualified in Nassau County Commission Expires January 31,2018 ,�. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER i .A. POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 229242 Certificate No. 006211052 KNOW ALL MEN BY THESE PRESENTS- That Farmington Casualty Company, St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Peter Henry,Rosanne Callahan,Robert V.Finnell,Janice R.Fiscina,Jennifer Johnston,Fern Perry,Deborah L.Severin,and Dave W.Rosehill of the City of Plainview State of New York their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pe tted�in any,actions or- roceedings allowed by law. :IN,WITNESS TIEP J,q Cmp oanies have caused this instrument}td'be signed.aand heir corporate seals to be hereto affixed,this 1st da of April 2015 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Y�Insarancet6ompany �� Travelers Casualty and Surety Company Fidelity and Guaranty Insurahce Underwi ters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company G,,SU,��� � J�FIRE 6�ng� \P,K..�kfG r•a+INSUq"'•y,, JP�1Y A/��S �y��y Y,II_ pl,�,pp��if�'�• C� 4•o Gr X94 rQCORP°q �Z�yS�yt 9�s zs�N aa(o1 ���(1!97�7!la�yFg„ INC1�9IPO5RA1tED� s”,xsu'u�uF�oM¢ m� "�!,a 1Sp�>.a�AT•.Li f `''��fy�4,aJ.i�.psR_..R._....J SEAL ca':� t 's_Y��J(•�Q, 4Vq AtNs' State of Connecticut By: City of Hartford ss. Robert L Raney, enior Vice President On this the 1st day of April 2015 before me personally appeared Robert L Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. tp•TET In Witness Whereof,I hereunto set my hand and official seal. W Jnr 0, • V My Commission expires the 30th day of June,2016. pl1Bl.�G * Marie C Tetreault,Notary Public 58440-8-12 Printed In U S.A. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING.THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ` This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insufance Underwriters,Inc,St Paul Fire and Marine Insurance Company,St Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistt Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly.anexecuted(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers.President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any'Secretary;any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United'States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Compariies,\which is in fall force and�effect and has not been revoked. 4 `' \ 1 49 IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the- eats of said;Compames this day of 20 _4 �* Kevin E.Hughes,Assistant Sec tary �dy�jT� CiV'',�p/u�a p� J '�i 0:+•...„• 9 �."JP .....,,qy. gJ SL ��N� Cry �4�pF)n µ0 v�1982�O 'd 1977 IN��IPORATED �'a.�„�. �i l,�oRvon,�TF�m .CFATE,,ni ap HnNTFOPD,9s s FIhRtFCFiD, x Y • �a 1951 a � �.SE AUrc"r ��•..SEAL; y• r .i � �'�zm�� ls...iwN..�, \S ;•Pty b� � �Na � V� ••�i Attt" To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond com.Please refer to the Attorney-In-Fact number,the above-named individuals,and the details of the bond to which the power is attached. WARNING.THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORD,CONNECTICUT 06183 FINANCIAL STATEMENT AS OF DECEMBER 31,2014 AS FILED IN THE STATE OF NEW YORK CAPITAL STOCK$6,480,000 ASSETS LIABILITIES&SURPLUS CASH AND INVESTED CASH S 127,187,283 UNEARNED PREMIUMS $ 855,348,712 BONDS 3,411,438,937 LOSSES 680,168,443 STOCKS 328,931,879 LOSS ADJUSTMENT EXPENSES 356,911,923 INVESTMENT INCOME DUE AND ACCRUED 45,277,103 COMMISSIONS 34,142,046 OTHER INVESTED ASSETS 4,019,416 TAXES,LICENSES AND FEES 11,534,868 PREMIUM'BALANCES 209,882,904 OTHER EXPENSES 40,097,405 NET DEFERRED TAX ASSET 62,839,844 CURRENT FEDERAL AN D FOREIGN INCOME TAXES 24,133,560 REINSURANCE RECOVERABLE 17,397,751 REMITTANCES AND ITEMS NOT ALLOCATED 11,062,682 SECURITIES LENDING REINVESTED COLLATERAL ASSETS 8,224,684 AMOUNTS WITHHELD I RETAINED BY COMPANY FOR OTHERS 41,744,896 RECEIVABLES FROM PARENT,SUBSIDIARIES AND AFFILIATES 8,057,189 RETROACTIVE REINSURANCE RESERVE ASSUMED 853,430 OTHER ASSETS 3,078,655 POLICYHOLDER DIVIDENDS 7,376,698 - PROVISION FOR REINSURANCE 3,416,505 ADVANCE PREMIUM 1,327418 PAYABLE FOR SECURITIES 4,590,766 PAYABLE FOR SECURITIES LENDING 8,2211,694 CEDED REINSURANCE NET PREMIUMS PAYABLE 28,084,142 ESCHEAT LIABILITY 1,138,048 OTHER ACCRUED EXPENSES AND LIABILITIES 421,157 TOTAL LIABILITIES $ 2,110,578,190 CAPITALSTOCK 3 8,480,000 PAID IN SURPLUS 433,803,760 OTHER SURPLUS 1,674,373,715- TOTAL SURPLUS TOPOLICYHOLDERS $ 2,114,657,475 TOTALASSETS 3 4225,233,885_ TOTAL LIABILITIES&SURPLUS $ 4,226,233,885 STATE OF CONNECTICUT COUNTY OF HARTFORD )S5. CITY OF HARTFORD ) MICHAEL J.GOODY,BEING DULY SWORN,SAYS THAT HE IS SECOND VICE PRESIDENT,OF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, AND THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF,THE FOREGOING 13 A TRUE AND CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER,2014. SECOND VICE PRESIDE SUBSCRIBED AND SWORN TO BEFORE ME THIS NOTARY PUBLI 19TH DAY OF MARCH,2015 SUSAN M.VMSSLEDER Notary Public VY My Commission Expires November 30,2017 =�+ BL��,- - � VENDOR NAME: rJSTRUC 1 nn 104 Co W;UUrr A- T S (n1 VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. ✓ PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID#: /l- M q Z, / OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: Vo 2 K If a non-publicly owned Corporation: CORPORATION NAME: (A1J5-MUC-r7 0 AIS11 LT44 ,U, I AJC LIST PRINCIPAL STOCX'_HOLDERS: (5% of outstanding shares) Jt�r-p t Affirm� o�c� LIST OFFICERS AND DIRECTORS: NAME TITLE m 5ti-ry, I APM ST_/P_0 AJ 6 NES 61 Fir; ek« m®o�eo®���eemeu■®®®®eteeeee■®u®e�eee®®sees®mee®e■oeeseeoeeseeee®eueer��eeaeeeo��■ If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL DID TO: VENDOR NAME: ( l�',[I ST Ria c T ti � � S(fit. ?� � oy c ADDRESS: Ng& E,4 S r o�-9,u b CONTACT: E R I C Aar /a c TELEPHONE: 3 - f7,2r(�y Y,2 FAX: E-MAIL: E P)AUMArk 0 a e l i i tic- corn ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 13 VENDOR NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows -please mark appropriate box: Insurance Certificate as requested is attached E] I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. THORIZED SIGNATURE Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS tore& of any Position ����/� F P.1 e_AA ttm A c K. Ill c� ARCS• /(}tY) DAY OF 20 Type Name&Company Position e0u1 jr, UCi7O0CoiU�te�.rp�JT �� /A/C . Company Name NOTARY PUBLI SUSAN T,YOUNG Date Signed Notary Public, State of New York g OIYO6209293 1— fied in Suffolk County a?5 9 96 Term l Expires: 7/27/20 12 Federal I D.Number Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDORNAME: CpjU5rreuc-rla,V C'n&15aL7:A-,4jT5 Ll /A/C VENDOR ADDRESS: ap E4_S7 j TELEPHONE NUMBER: (� (-'7 �/_ (0(,D FAX: b,3 �7 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA,#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 ' for Two hundred two thousand five hundred dollars /LS $202,500 00 $202,500 00 Dollars Cents Site Preparation and Removals A2 1 $21,000 00 $21,000 00 for Twenty one thousand dollars /LS Dollars Cents Unclassified Excavation&Grading A3 1 for Forty seven thousand dollars /LS $47,000 00 $47,000 00' Dollars Cents Building Construction A4 1 for One million one hundred forty six thousand two hundred dollars /LS $1,146,200 00 $1,146,200 00 Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,800 for Eighteen dollars and seventy five cents /SF $18 75 $90,000 00 Dollars Cents .�y 4"Thick Concrete Sidewalk A6 800 $6 25 $5,000 00 o for Six dollars and twenty five cents /SF C y CD Dollars Cents CD a m Z x Concrete Curb C A7 70 $22 86 $1,600 00 CD 00 for Twenty two dollars and eighty six cents /LF c 0, Dollars Cents cn w ' Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for Eleven thousand six hundred dollars /LS $11,600 00 $11,600 00 Dollars Cents Drainage System A9 30 $67B 00 for Six hundred seventy six dollars and sixty seven cents NF $20,300 00 Dollars Cents 8"ADS Drainage Pipe A10 375 $23 47 $8,800 00 for Twenty three dollars and forty seven cents /LF Dollars Cents TOTAL BASE BID Items(Add All Items) or c rn�� - joAJ Fry9 14tWl�PQ� FIFTY d=our 7740 I S o Dollars Cents (Numerically) WRITTEN IN WORDS �Q�-It_.jqj Resinous Flooring Alt 1 1 000, 00 $31 o for Thirty one thousand dollars /LS $31,000 00 Dollars Cents o CD .d NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or a = after award of the bid. CD o m < as V� W Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents A3 Unclassified avation&Grading 1 for /LS Dollars Cents Budding Construction A4 1 for /LS Dollars Cents 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for —/SF Dollars Cents 0 4"Thick Concrete Sidewalk p A6 340 for /SF Dollars Cents P7 a� CD Concrete Curb 00 A7 70 0, for /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction mined Proposal for: Town of Southold Highway Department LKMA#.13108 000 ITEM NO. -,ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID Q TITY (Fill in Unit Pnce Written in Words) DOLLARS CENTS DOLLARS CENTS A8 Septic System 1 for /LS Dollars Cents Drainage System A9 30 for /VF Dollars Cents 8"ADS Drainage Pipe A10 375 for /LF Dollars �Cents TOTAL BASE BID Items,(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS Alt 1 Resinous Flooring 1 0 o for /LS p, Dollars Cents �d NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. ac 0 w ° Highway Maintenance Garage and Site Improvements Contract B-HVAC Itemized Proposal for: Town of Southold Highway Department LKMA#.13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization B1 1 for /LS Dollars Cents B2 1 Building Heating,Cooling and Ventilation Systems for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WORDS NOTE. The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. h7 , 0 is 0 y (7 n W cra CP O W Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for- Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLEARS--7 CENTS C1 General Conditions&Site Mobilization 1 for /LS Dollars Cents Gas Service C2 1 for /LS Dollars Cents Water Service C3 1 for /LS Dollars Cents C4 Building Plumbing Systems 1 for ILS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) �y WRITTEN IN WORDS �s O ' 0 NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or yZ).. after award of the bid. m n x iv tra CD0 w Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 for /LS Dollars Cents Underground Electric Service D2 1 for /LS Dollars Cents Fiber Optic Line D3 1 for /LS Dollars Cents D4 Building Electrical&Communication Systems 1 for /LS Dollars Cents D5 Building Fire Alarm Systems 1 for AS Dollars Cents TOTAL BID Items(Add All Items) 0 0 0 0 w Dollars Cents (Numerically) WRITTEN IN WORDS >v CD NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or N after award of the bid. 0 -n w AUTHORIZED SIGNATURE PRINT NAME E P— e '64t m A c./t, TITLE \\/ t CF P R-V-S 1bEWT DATE l i l 0 1rJ ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF Sl [ ) ss.: On the L04- day of n the year 209&fore me, the undersigned, personally appeared, a 1C B A I LM Ar,K , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. 1 AOTA-RAY PUBLIC SUSAN T.YOUNG Notary Public, state of New York 01Y06209293 Qualified In Suffolk county Term Expires: 7/27/20-2 Proposal Package 13 of 13 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Et i �A/.cm,Qci V-A<Corporation A Partnership or Entity FIRM NAME:a VS-r c7ro 1 d Al SJZ ;/-J-,U 7-s An Individual PRINCIPAL OFFICE: J/a EA 5.7 .2A)6 �IVFW NF-46 AJ 7 I 1 PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE PROS. /n0rX4RIMM577,OD A10 , dC-i�H4oG&,C CON97-,WC770AI "2[ 6Cn %V•P,Q65. 6 - &eYPrtelcTIO.,V 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? /O % List trades that you organization normally performs below: t el,--7-NEx-0Ak C-�91'/bIT-10M S 3. Have you ever failed to complete any work awarded to you? A10 . If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. /JO QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. Ifo 6. List the major construction projects your organization has underway at this date: ' Name o£ Engineer/ Proj ect Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Proj ect Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience . Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: &UMLE 44m A-7-O al IVA--r7OAJ 4,- &,U A:: 3 x?45 to glAj k& 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes,when?What was the outcome of the investigation? QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW `(0"LK ) COUNTY OF Sc LPFOut ) ELM 6g yt a being duly sworn deposes and says that he is the \/I l' P� SLI�F.e)7' of a g';�lCW.OAI Q &I and that answers to the foregoing questions and all statements therein contained are true and correct. ( re o per n who signe i Sworn to before me this 164 day of PJ o V. ,2015' Notary Public �. Commission Expiration Date: SUSAN T.YOUNG Notary Public, State of New York 01Y06209293 Qualified in Suffolk County Term Expires: 7/27/20 _ QS-4 ADDENDUM NO. 1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person,firm or corporation making this Proposal: (Contractor) (Title) P.O.Address: JJo E QST 2,u K Sr R 6 VFQ-4FAI> hd 1190 Phone No.: 6 Dated: l 1 0d /,5- The full names and address of all persons interested in the Proposal or principals are as follows: Name Address E K i C- I A yAJ04-6 s R6. 0,�e` i-,, Al- ADDENDUM NO. 1 -Page 5 of 5 Submitted by: Construction Consultants/L.I. BNL Meteorological Tower Repair/Upgrade Owner: Brookhaven Science Associates Contract Amount: $394,000.00 Bond Referendum Projects Phase III at Hampton Bays Elementary School Owner: Hampton Bays Union Free School District - Contract Amount:$1,321,250.00 Imorovements to Garden City Fire Department Headauarters Owner: Inc. Village of Garden City Contract Amount:$1,067,000.00 Longwood Central School District-Phase 2, Capital Improvements Owner: Longwood Central School District Contract Amount: $1,384,000.00 CCLI 36 East Second Street Riverhead, N.Y. 11901 Phone: 631-727-6604 Fax: 631-727-6605 Email: info@ccliinc.com Website: www.cciiinc.com Submitted by: Construction Consultants/L.I. BNL LOB 4 Partial Fit Out, Blda. 744 Owner: Brookhaven Science Associates j Chris Ogeka (631)344-2363 Contract Amount: $2,038,000 Completed:September, 2015 Brookhaven National Laboratory-NSLS-II Satellite End Station #2 i Owner: Brookhaven Science Center j Tom Joos (631)344-7707 i Architect: Brookhaven National Laboratory Contract Amount: $3,930,600 Completed: August, 2014 i Gabreski Airport Owner: Department of the Air Force ! SmSgt Fred Rodriguez (631)723-7562 Architect: Burns & McDonnell Contract Amount: $2,983,000 Completed: December, 2014 Camp Schiff Scout Reservation-Hickox Dining Hall Owner:Theodore Roosevelt Council-Boy Scouts of America Jay Garee (516)797-7600 Architect: Burton, Behrendt &Smith 1 Contract Amount: $1,967,950.00 Completed: December, 2014 i I Greene Avenue Learning Center Owner:Sayville UFSD C I Architect: James M Campbell, PC Ralph Cassetta (631) 587-1984 x 115 36 East Second Street Contract Amount: 650,900.00 Riverhead, N.Y. 11901 Completed: May, 2015 Phone: 631-727-6604 Fax: 631-727-6605 Email: info@ccliinc.com Website: www.ccliinc.com 1 Reynolds Road Shoreham,NY 11786 631-744-4451 ebaumack@ccliinc.com SKILLS&ABILITIES Hardworking,detail oriented and quality minded. Proficient in computers and programs including Microsoft Office,Primavera Contract Manager and Suretrak 3.0. EXPERIENCE VICE PRESIDENT,CONSTRUCTION CONSULTANTS/LI,INC 2003 to Present Started as a field supervisor then moved into the office and increased company volume from 3 million a year to 8 million a year. Estimated,managed and coordinated multiple projects with a total value of over$70,000,000.00.Oversaw and coordinated all office and field activities,quality control and safety.Has a proven history of on-time,on-budget and high- quality project completions. Highlighted Projects • Brookhaven National Laboratory Satellite End Station Building No.2 9,500sf addition/contract amount$3,900,000.00 • Stony Brook University Hospital Comprehensive Psychiatric Emergency Program 10,000sf addition/contract amount$4,220,000.00 • Cutchogue New-Suffolk Library Addition and Renovation 3,500sf addition&6,000sf renovation/contract amount$2,500,000.00 • South Farmingdale Firehouse 5,0000sf addition/6,000sf renovation/contract amount$2,660,000.00 CARPENTER FOREMAN,POLO CONTRACTING 2001 to 2003 Supervised and directed commercial and educational construction projects.Duties included coordination of manpower and scheduling,takeoffs and purchasing of material along with construction of structural and architectural elements. CARPENTER,J.KOKOLAKIS CONTRACTING 1998 to 2001 CARPENTER,A DOT HOMES 1988 to 1998 EDUCATION RIVERHEAD HIGH SCHOOL,RIVERHEAD NY REFERENCES PROVIDED UPON REQUEST 20 op Phone:631-423 5566ntington,New York 11743 Allan H . Hanson Ph Email:ahanson@ccliinc.com Experience 1/04 TO PRESENT, CONSTRUCTION CONSULTANTS/L4 INC., RIVERHEAD,NY Senior Project Manager&Project Superintendent ■ Project Management and supervision of several municipal projects including: o tong Island Head Start — Interior and exterior reconstruction and renovation of a 15,000sf building including associated sitework, mechanical,plumbing and electrical systems. o Town of Brookhaven Sewer Treatment Plant — Construction of a new 11,000sf sewage treatment facility including concrete foundation and tanks,structural steel framing and masonry walls. o Long Island MacArthur Airport Terminal Road Reconstruction — Construction of a new 7001f long canopy at the main terminal constructed of 30ft deep caissons, concrete columns, structural steel and aluminum curtainwall and a smaller vehicle inspection canopy. 4/01 TO 1/04, NEW YORK PRESBYTERIAN HOSPITAL, NEW YORK,NY Senior Project Manager ■ Responsible for design development and construction of several hospital projects. ■ Member of team that directed the construction of a one hundred million dollar children's hospital. 4/00 TO 4/01, IRWIN CONTRACTING,INC., COMMACK,NY Project Manager ■ On-site construction management for a service facility. ■ Interfaced with Owners representative and Architect. 2/99 TO 4/00, JOBCO INC., GREAT NECK,NY Project Manager -- - ■ Construction Management of housing project. 7/90 TO 12/98 NYC SCHOOL CONSTRUCTION AUTHORITY LIC, NY Project Officer ■ Manage design and construction of new and renovated NYC School. ■ -project types included small projects,i.e.exteriors, boilers to large additions. 5/86 TO 2/90, BREWRAN CORPORATION, GLEN COVE,NY Project Manager/Superintendent ■ Responsible for design and construction of several projects from design development through punch list. ■ Project types included commercial and residential. 1/85 TO 4/86, A.D.HERMAN CONSTRUCTION, HUNTINGTON,NY Project Manager ■ Construction project manager. ■ Project types included residential,institutional,and commercial. 9/83 TO 1/83, PUROLATOR COURIER, NEW HYDE PARK,NY Facilities Engineer ■ Responsible for preliminary planning,Architect liaison,preparation of bids. ■ Supervised projects:several buildings,service and airport types. Education NYIT- Westbury, NY ■ 20 credits toward MBA Utah State University-Logan, UT ■ BS in Civil Engineering SUNY Farmingdale-Farmingdale, NY ■ Associates in Civil Technology 1031 Celia treet,New P atri ck' T i m m o n s Phone:631-S893-3123 York 11795 Email:pbmmons@ccliinc.com Experience 6/06 TO PRESENT, CONSTRUCTION CONSULTANTS/L4 INC., RIVERHEAD, NY Project Superintendent responsibilities include daily scheduling and coordination, quality control and project safety on the following projects: ■ South Farmingdale Fire District - Demolition of the existing 5,O00sf apparatus bay, a new 2 story 10,844sf addition, interior renovation of 4,800sf of existing interior space and all associated drainage,sitework and sewer connection. ■ Southold Animal Shelter - New construction of a free standing single story 7,O00sf masonry structure. ■ Peconic Landing - New construction of a single story 3,400sf addition consisting of a wood framed structure and associated sitework. ■ Town of Brookhaven "Safety Town's - New construction of a free standing single story 3,OOOsf wood framed structure and associated sitework. ■ Stony Brook University "Chapin Commons Building" - New construction of a free standing single story 5,600sf light gauge metal framed structure. ■ Sheriffs Expansion @ Criminal Courts Building - New construction of a two story 4,400sf addition consisting of auger displacement pile foundation, structural steel, masonry and light metal framed walls and stone composite panel siding. ■ Stony Brook University Hospital Comprehensive Psychiatric Emergency Program - New construction of a single story 9,245sf addition consisting of hollow steel pipe pile foundation, structural steel, masonry and light metal framed walls, curtainwall and aluminum composite metal panels, mechanical, plumbing,fire sprinkler and electrical systems. ■ Shelter Island Public Library - Renovation and reconstruction of 2,500sf of space including mechanical, plumbing and electrical systems. , ■ Brookhaven National Laboratory Building 463 Greenhouse- New construction of a single story 4,670sf aluminum and glass greenhouse structure including all greenhouse specialties, mechanical, plumbing and electrical systems. 9/04 TO 6/06, ROCKMORE CONTRACTING SMITHTOWN,NY Project Superintendent on public school project. 1/93 TO 9/04, CORPORATE INTERIOR CONSTRUCTION&DESIGN, WEST ISLIP,NY Owner—specialized in modular partition systems, drywall and acoustical ceilings. 1/83 TO 1/93, TOMISITE SYSTEMS CORPORATION,AMITYVILLE NY Sales/Installer—Modular panel systems and sale. 7/76 TO 1/83, T&C MICA,FARMINGDALE,NY Construction Foreman-Installed and refaced kitchen cabinets/kitchen renovations Qualifications: Experienced in residential kitchen renovations, commercial interior construction from space planning to installation. Job Supervisor for public school construction work. Education: Graduate Farmingdale High School—1976 References: Furnished upon request Construction Consultants/L.I.Inc. Balance Sheet December 31,2014 t ASSETS CURRENT ASSETS: Cash and Cash Equivalents $ 78,560 r Contract Receivables 2,286,829 Costs and Estimated Earnings in Excess of r Billings on Contracts in Progress 64,504 Prepaid Expenses and Other Current Assets 55,335 TOTAL CURRENT ASSETS 2,485,228 FIXED ASSETS,net 66,170 OTHER ASSETS: Security Deposits 2,500 Goodwill 10,000 TOTAL OTHER ASSETS 12,500 TOTAL ASSETS $ 2,563,898 LIABILITIES AND STOCKHOLDER'S EQUITY CURRENT LIABILITIES: Current Portion of Long-Term Debt $ 11,064 Accounts Payable and Accrued Expenses 976,674 Payroll and Sales Taxes Payable 550 Billings in Excess of Costs and Estimated Earnings on Contracts in Progress 180,622 TOTAL CURRENT LIABILITIES 1,168,910 OTHER LIABILITIES: Long-Term Debt 31,253 TOTAL LIABILITIES 1,200,163 STOCKHOLDER'S EQUITY: Common Stock 5,000 Additional Paid-in Capital 20,000 Retained Earnings 1,338,735 TOTAL STOCKHOLDER'S EQUITY - 1,363,735 TOTAL LIABILITIES AND STOCKHOLDER'S EQUITY $ 2,563,898 See independent accountants'review report and notes to financial statements -2- Gatz Sttework&Landscape Construction Estimate No. 6477 Sound Avenue PO Box 104 T 'W Matntuck,NY 11952 631-298-8877 fa.,631-298-2021 Estimate Contractor Name CCLI Attn Allen Date 11/10/2015 Address Contract# Roslyn Bus _ City State ZIP Job Facility Phone Qty Description Unit Price Total Re:Roslyn Bus Facility A.Site Demolition 1.Gear&Grub trees 2.Remove asphalt 3 Remove mist site concrete 4 Remove two(2)sanitary structures(pumping by others) 1 5.One(1)RCA entrance $ 45,300.00 $ 45,300.00 B.Excavation 1.Strip&stockpile topsoil 2.Cuts to fills 3.Foundation excavation and backfill 4 Grade building slab with 6"crushed stone 5 Grade concrete aprons with 12"depth RCA 6.Grade pavement areas 7.Grade landscape areas and respread topsoil 1 8 Remove surplus fills $116,300.00 $ 116,300.00 ""Add$3,000 for curb excavation C.Foundation undercut 1.Undercut building footprint to average depth of 5'and remove material offsite 1 2.Backfill with imported bank run or RCA equivalent $100,600.00 $ 100,600.00 --" - '"'If onsite material can be reused deduct$55,0000 D.Drainage 1.Four(4)10'dia storm pools 2.Two(2)catch basins 3.Pipe as per plan 4.Backfill with excavated materials 1 5.Set castngs to grade $ 47,500.00 $ 47,500.00 E.Sanitary 1 One(1)12'dia septic tank 2 Four(4)10'dia leaching pools 3.Pipe as per plan 1 4.Backfill with excavated materials $ 59,500.00 $ 59,500.00 Add$26,500 for bank run collar if onsite material does not satisfy NCHD F.Foundation footing drain encased in stone per architectural 1 drawings $ 9,00000 $ 9,00000 G.Lawn Restoration 1.Fine grade and rake out 1 2 Hydroseed approx 12,000 sq.ft. $ 5,500.00 $ 5,500.00 'No erosion control included in proposal H.Add Alt#1 1 Remove asphalt and storm pools 2.F&I drainage 3.Grade pavement areas 1 4.Remove surplus fills $ 80,000.00 $ 80,000.00 Subtotal Taxes Total ofte@gatzfandscaping.com CONSTRUCTION CONSULTANTS/Ll INC. REPORT ON REVIEW OF FINANCIAL STATEMENTS FOR THE YEAR ENDED DECEMBER 31,2014 Fuller Lowenber & Co.,CPA P.C.� g s, Construction Consultants/L.I.Inc. Report on Review of Financial Statements I For the Year Ended December 31,2014 I CONTENTS PAGE i INDEPENDENT ACCOUNTANTS'REVIEW REPORT 1 FINANCIAL STATEMENTS: Balance Sheet 2 Statement of Income and Retained Earnings 3 Statement of Cash Flows 4 Notes to Financial Statements 5-9 INDEPENDENT ACCOUNTANTS'REPORT ON SUPPLEMENTARY INFORMATION 10 SUPPLEMENTARY INFORMATION: Schedule of Construction Contracts(Schedule I) 11 Schedule of Contracts in Progress(Schedule 11) -12 Schedule of Completed Contracts(Schedule 111) 13 Schedule of Operating Costs (Schedule rV) 14 i f , ( y Fuller Lowenber & Co. CPAs P.C. ( 200 MOTOR PARKWAY,SUITE D-24♦HAUPPAUGE,NY 11788 TEL.(631)499-7900 0 FAX(631)499-1597 E-AL41I.:AMAIL®FLCPAS,C0M ( INDEPENDENT ACCOUNTANTS'REVIEW REPORT February 11,2015 Stockholder Construction Consultants/L,I.Inc. Riverhead,New York We have reviewed the accompanying balance sheet of Construction Consultants/L,I.Inc. (an"S" corporation)as of December 31,2014,and the related statements of income and retained earnings,and cash flows for the year then ended. A review includes primarily applying analytical procedures to management's financial data and making inquiries of Company management. A review is substantially less in scope than an audit,the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly,•we do not express such an opinion. Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing,implementing,and maintaining internal control relevant to the preparation and fain presentation of the financial statements. Our responsibility is to conduct the review in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants.. Those standards require us to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Based on our review,we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. l Construction Consultants/L.I.Inc. Statement of Income and Retained Earrings For the Year Ended December 31,2014 EARNINGS FROM CONSTRUCTION CONTRACTS: Contract Revenues $ 7,453,380 Contract Costs 6,735,967 GROSS PROFIT 717,413 COSTS AND EXPENSES: General and Administrative Expenses 559,140 Officer's Salary 60,008 Interest Expense 2,068 TOTAL COSTS AND EXPENSES 621,216 INCOME FROM OPERATIONS 96,197 OTHER INCOME: Interest Income 819 Other Income 7,500 TOTAL OTHER INCOME 8,319 NET INCOME 104,516 RETAINED EARNINGS-January 1,2014 1,269,759 1,374,275 LESS: STOCKHOLDER DISTRIBUTIONS 35,540 RETAINED EARNINGS-December 31,2014 $ 1,338,735 See independent accountants'review report and notes to financial statements -3 - Construction Consultants/L.I.Inc. Statement of Cash Flows For the Year Ended December 31,2014 CASH FLOWS FROM OPERATING ACTIVITIES: Net Income $ 104,516 Adjustments to Reconcile Net Income to Net Cash Provided by Operating Activities: Depreciation 26,850 Changes in Operating Assets and Liabilities Decrease in Contract Receivables 835,295 Increase in Costs and Estimated Earnings in Excess of Billings on Contracts in Progress - (64,504) Increase in Prepaid Expenses and Other Current Assets (17,230) Decrease in Accounts Payable and Accrued Expenses (538,279) Decrease in Billings in Excess of Costs and Estimated Earnings on Contracts in Progress 241,540 NET CASH PROVIDED BY OPERATING ACTIVITIES 105,108 CASH FLOWS FROM FINANCING ACTIVITIES: Principal Payments of Long-Term Debt (17,045) Stockholder Distributions (35,540 NET CASH UTILIZED BY FINANCING ACTIVITIES 52,585 NET INCREASE IN CASH 52,523 CASH-January 1,2014 26,037 CASH-December 31,2014 $ 78,560 Supplementary disclosure of cash flow information: Cash paid during the year for: Income Taxes $ 3,000 Interest $ 2,068 See independent accountants'review report and notes to financial statements -4- Construction Consultants/L.I.Inc. Notes to Financial Statements For the Year Ended December 31,2014 (See independent accountants' review report) 1. Description of Business Construction Consultants/L.I.Inc. (the"Company")is engaged in the construction industry,concentrating in general contracting and construction management activities. The Company was incorporated on April 8a', 1987 in the State of New York and conducts business primarily in Nassau and Suffolk County. 2. Summary of Significant Accounting Policies a. Accounting Basis for Recording Income The Company records profits or losses on its contracts using the percentage-of- completion method of accounting. Under this method,the portion of the total contract price is reported as earned based on the percentage of costs incurred to total estimated costs. Contract costs include all direct materials and subcontract costs and those indirect costs related to contract performance. All general and administrative expenses are charged to operations as incurred. If an ultimate loss is projected on a contract,the entire loss is recorded at the time it becomes known. Extra work orders are included in revenues when realization is probable and can easily be estimated. Revisions in costs and earnings or loss estimates during the course of work are reflected during the accounting period in - which the changes become known. Revenues recognized in excess of amounts billed are classified as current assets under"costs and estimated earnings in excess of billings on contracts in progress Amounts received from or billed to customers in excess of revenues recognized to date are classified as current liabilities under"billings in excess of costs and estimated earnings on contracts in progress". b. Cash and Cash Equivalents For purposes of the statement of cash flows,the Company considers all highly liquid debt instruments purchased with maturities of three months or less to be cash equivalents. c. Depreciation Fixed assets are being depreciated under both straight-line and accelerated methods over the applicable lives of the assets,which range from 5 to 7 years. d. Advertising The Company charges the costs of advertising to operations as incurred. Advertising expenses for the year ended December 31,2014 amounted to$652. e. Income Taxes The Company reports income using the percentage-of-completion method of accounting for financial statement purposes and the cash method of accounting for income tax reporting purposes. No provision for income taxes has been included in the financial statements(other than for State franchise taxes)as the Company is treated as a -5- Construction Consultants/L.I.Inc. Notes to Financial Statements For the Year Ended December 31,2014 (See independent accountants' review report) 2. Continued e. Continued Sub-Chapter"S"Corporation under existing Federal and New York State tax laws. Accordingly,the income of the Company is taxed directly to the stockholder. The Company has adopted FASB ASC 740-10 regarding accounting for uncertain income tax positions. Management is not aware of any tax positions that are more likely than not to change in the next twelve months,or that would not sustain an examination by applicable taxing authorities. f. Impairment of Lona-Lived Assets The Company follows FASB ASC 3 60-10 Property,Plant,and Equipment- "Impairment or Disposal of Long-Lived Assets". This standard requires that long-lived assets,including vehicles,equipment,and leasehold improvements be reviewed for possible impairment whenever events or changes in circumstances indicate that the carrying amount of the asset may not be recoverable. Management believes that no impairment losses should be recognized for the year ended December 31,2014. g. Date of Management's Review In preparing the financial statements,management has evaluated events and transactions for potential recognition or disclosure through February 11,2015, the date that the financial statements were available to be issued. h. Use of Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amount of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amount of revenues and expenses'during the reporting period. These estimates,as they pertain to long-term construction contracts, can be significant. Actual results could differ from those estimates. 3. Contract Receivables Contract receivables consist of the following as of December 31,2014:' Billed Contract Receivables $ 24105,405 Retainage Receivable 181,424 Contract receivables are reported at the amount management expects to collect from outstanding balances. Differences between amounts due,and the amount management expects to collect,'are reported in the results of operations of the year in which those differences are determined. -6- Construction ConsultantslL.I.Inc. Notes to Financial Statements For the Year Ended December 31,2014 (See independent accountants' review report) 4. Costs and Estimated Earnings on Contracts in Progress Costs and estimated earnings on contracts in progress as of December 31,2014 consist of the following: Costs and Billings in Estimated Excess of Earnings in Costs and Excess of Estimated Billings on Earnings on Contracts Contracts in Progress in Progress Total Costs incurred to date $2,264,780 $ 1,882,038 $ 4,146,818 Estimated earnings to date 182,600 208,676 391,276 Value of work performed 2,447,380 2,090,714 4,538,094 Less:Billings to date 2,382,876 2,271,336 4,654,212 (Excess)under billings 50 0 622 $( 116.118) The following schedule reflects a reconciliation of backlog representing signed contracts at December 31,2014: Balance-January 1,2014 $ 5,316,052 New contracts and adjustments 5,856,581 11,172,633 Less: Contract revenues earned 7,453,380 Balance-December 31,2014 3 7 5. Fixed Assets Fixed assets,at cost,consist of the following as of December 31,2014: Equipment - $ 12385 Vehicles 199,452 Office Equipment 103,839 304,676 Less: Accumulated Depreciation 238,506 Net 66 I Depreciation-expense charged to operations for the year ended December 31,2014 amounted to$26,850. Certain equipment and vehicles serve as collateral for the long-term debt(See Note 6). 6. Long--Term Debt Long-term debt as of December 31,2014 consists of the following: -7- Construction Consultants/W.Inc. Notes to Financial Statements For the Year Ended December 31,2014 (See independent accountants'review report) 6. Continued Vehicle loan in the original amount of$36,879,payable in sixty equal monthly installments of$678 including interest at 3.89% through June 2018,collateralized by the vehicle. $ 26,564 Vehicle loan in the original amount of$20,000,payable in sixty equal monthly installments of$378 including interest at 4.94% through October 2018,collateralized by the vehicle. 15,753 42,317 Less: Current portion 11,064 Minimum annual maturities are as follows: Years Ending. December31, 2015 $ 11,064 2016 11,545 2017 12,046 2018 7,662 231 7. Related Pally Transactions The Company has lease'agreements for office space with two entities that are both under common ownership and control. The agreements are on a month-to-month basis. Rent expense for the year ended December-31,2014 amounted to$66,100. In addition,the Company has agreed to pay the real estate taxes and maintenance costs required by both entities,which are included in the amount stated above. S. Commitments and Contingencies a. Line of Credit The Company has a revolving credit line in the amount of$1,000,000(as of December 31,2014,no borrowings were outstanding against the line)from a financial institution. The note bears interest at the prime rate plus 1 %percent(prime rate as of December 31, 2014 was 3.25%). The line of credit is secured by all Company assets and is personally guaranteed by the stockholder. b. Income Taxes The Company's tax returns are subject to possible examination by the taxing authorities. For Federal and New York State income tax purposes the returns essentially remain open for possible examination for a period of three years after the respective filing deadlines of those returns,or three years after the returns were actually filed,whichever is later. -8- Construction ConsuItants/L.I.Inc. Notes to Financial Statements For the Year Ended December 31,2014 (See independent accountants'review report) 9. Concentration of Credit Risk FDIC insurance covers all deposit accounts,including checking and savings accounts,money market deposit accounts and certificates of deposit. FDIC insurance does not cover other financial products and services that banks may offer,such as stocks,bonds,mutual fiord shares,life insurance policies,annuities,or securities. The standard insurance coverage is limited to$250,000 per depositor,per insured bank,for each ownership category. The Company maintains its bank accounts in several financial institutions. At�various times throughout the year the Company's account balances exceeded$250,000 at which times such excess funds were uninsured by the Federal Deposit Insurance Corporation. Management does not believe that it is exposed to any significant credit risk on uninsured amounts. -9- INDEPENDENT ACCOUNTANTS' REPORT ON SUPPLEMENTARY INFORMATION Our review of the basic financial statements of Construction Consultants/L.I.Inc.for the year ended December 31,2014 appears on page 1. Our review was made primarily for the purpose of expressing a conclusion that there are no material modifications that should be made to the financial statements in order for them to be in conformity with accounting•principles generally accepted in the United States of America. The supplementary information included in the accompanying Schedules of Construction Contracts,Contracts in Progress,Completed Contracts, and Operating Costs,on pages 11 through 14,is presented for purposes of additional analysis and is not a required part of the basic financial statements. The supplementary information has not been subjected to the inquiry and analytical procedures applied in the review of the basic financial statements,but has been compiled from information that is the representation of management. We have not audited or reviewed the supplementary information, and accordingly, we do not express an opinion or provide any form of assurance on it. IT Fuller Lowenb erg & Co., CPAs, P.C. THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Construction Consultants L.I., Inc., 36 East 2nd Street, Riverhead, NY 11901 as Principal, hereinafter called the Principal, and Hudson Insurance Company 100 William St., 5th Floor, New York, NY 10038 a corporation duly organized under the laws of the State of Delaware as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, NY 11971 as Obligee, hereinafter called the Obligee, in the Sum of Five Percent(5%)of the Total Amount Bid Dollars ($ Five Percent(5%)of the Total Amount,Bid }, for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for Highway Maintenance Garage&Site Improvements for The Town of Southold NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such band or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 3rd day of November 2015 Construction Consultants L I , Inc, (Primpal) (Seal) "tness) B : Eric Baumack,Vtse President Hudson Insurance Company (Sure (Sea!) Cindy Li ( -7-ess) \ ey:�-J' Attome n-Fac Jor n Gd arts (Title) - AIA DOCUMENT A310•BID BOND i AIA 0 FEBRUARY 1970 ED.•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 ACKNOWLEDGEMENT NOTE: Persons signing in more than one capacity(i.e.president and as individual)must be acknowledged for each capacity. State of New Jersey County of Hudson }SS On the 3rd day of November 2015 Before me,Cindy Li,personally appeared Jordan Gilmartin as Attorney in Fact of Hudson Insurance Company ❑ Personally known to me-OR- ® proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the tns ment. i CINDY L9 MOYARY PUBLIC OF NEW JERSEY MyC=gjkjmF-iV.'rvAR212016 Notary Public (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑Corporate Officer , ®Attorney-in-Fact ❑Partner-Limited ❑Partner-General ❑Trustee ❑ Guardian or Conservator ❑Titles(s): ❑Other: State of County of }SS On the f&0_ day of n9y . 20 16� Before me, JU-ZAJI-) personally appeared J--12t,r J A 1-1,M AXA.-) 13PersonallAknown to e -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. SUSAN T. YOUNG Notary Public, State of New York 01Y06209293 r Qualified in Suffolk County Term Expires: 7/27/20 11- N tart'Public (seal) -------------------------------------------------OPTIONAL-------------------------------------------------------------- ❑Individual ❑Corporate Officer ' ' ❑Attorney-in-Fact ❑Partner-Limited ❑Partner-General ❑Trustee ❑ Guardian or Conservator ❑Titles(s): ❑ Other: State of County of }S S On the day of 20 Before me, (name of notary publicl,personally appeared {signatory name and capacity) ❑Personally known to me-OR- ❑proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. Notary Public (seal) -------------------------------------=-----------OPTIONAL-------------------------------------------------------------- ❑Individual ❑ Corporate Officer ❑Attorney-in-Fact ❑Partner-Limited ❑Partner-General ❑Trustee ❑Guardian or Conservator ❑Titles(s): ❑ Other: CONACK-090105 r HUDS N BID BOND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That HUDSON INSURANCE COMPANY,a corporation of the State of Delaware,with offices at 100 William Street,New York,New York, 10038, has made, constituted and appointed, and by these presents, does make, constitute and appoint Anthony M.Spina,Jordan Gilmartin,Cindy Li,Kenneth C.Hegel,Jr. of the State of New Jersey its true and lawful Attorney(s)-in-Fact,at New York City in the State of New York,each of them alone to have full power to act without the other or others,to make,execute and deliver on its behalf,as Surety,bid bonds for any and all purposes. Such bid bonds,when duly executed by said Attorneys)-in-Fact,shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary, In Witness Whereof, HUDSON INSURANCE COMPANY has caused these presents to be of its Executive Vice President thereunto rized,on this 28th day of May 2013 at New York,New York. HUDSON INSURANCE COMPANY Dina Daslcalakis,Corporate Secretary Christopher T.Suarez,Executive Vice President STATE OF NEW YORK COUNTY OF NEW YORK SS On the 28th day of May 120 13 before me personally came Christopher T Suarez to me known,who being by me duly swom did depose and say that he is an Executive Vice President of HUDSON INSURANCE COMPANY,the Company described herein and which executed the above instrument,that he knows the seal of said Company,that the seal affixed to said instrument is the c orate sealsaid C mpany,that it was so affixed by order of the Board of Directors of said Coin aniMURPyy and that he signed his name thereto by like order °.P M. ( ) ..tea � NFyIB O ° d No ry Public,MURPHY of New ork Notarial Seal � a 0 !�°° s Q D No.OIMU6067553 "' Qualified in Nassau County 0 01MU6067553 e _ Commission Expires December 10,2013 CEIaTIFICATI®N ,'Nai�q'�Aucc�R'N°�oRZ, STATE OF NEW YORI{ �sl� PIFIES�2y�y��' COUNTY OF NEW YORK /16AE5191�11646A��k The undersigned Dina Daskalakis hereby certifies THAT the original resolution,of which the following is a true and correct copy,was duly adopted by unanimous written consent of the Board of Directors of Hudson Insurance Company dated July 27'',2007,and has not since been revoked,amended or modified "RESOLVED,that the President,the Executive Vice Presidents,the Senior Vice Presidents and the Vice Presidents shall have the authority and discretion,to appoint such agent or agents,or attorney or attorneys-in-fact,for the purpose of carrying on this Company's surety business,and to empower such agent or agents, or attorney or attorneys-in-fact, to execute and deliver, under this Company's seal or otherwise, bonds obligations, and recognizances, whether made by this Company as surety thereon or otherwise, indemnity contracts, contracts and certificates, and any and all other contracts and undertaking made in the course of this Company's surety business,and renewals,extensions,agreements,waivers,consents or stipulations regarding undertakings so made,and FURTHER RESOVLED,that the signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance,contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seal when so used whether heretofore or hereafter,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed." THAT the above and foregoing is a full,true and correct copy of Power of Attorney issued by said Company,and of the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked,and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney is now in force �+�oMo�o, mess the hand of the undersigned and the seal of said Company this day of l ,20E— Dina Daskalalds,Corporate Secretary ` Form Bid 8 2010(vl) luepuajupedng Ajndaa le!oadg i owellejeO aullanboer juepua}u!�adng Ajsmej W u!wefuae � . g 60Z 'ABIN}o Aep L119 s!y1 Auegld jo Aj!0 ay1.3e r,r luaw:pedaa s!y}jo leas lelo o 4k� 941 pax!}�e pue puau Aw las o1,un -aaay aney I 'joaJayM ssau;!M ul ' -ale;g s!y};o me-1 aouemsul ay; Jo 91.6t, u01109g u! pap!nad aauuew au; u! ;unowe jeq;jo ssaoxe ui pa}oapad aq Ileys 11 ssalun 'saaplogAo!lod o; snldans sl!;o %0� 6u!paaoxa ;unowe ue 01 piezeq io Ns!j auo Aue uo ssol,o}jlesl! esodxe AllnjmLI louueo uo!;eaodjoo p!es aul I!pne o} aolid 'tuawpeda4 s!u} ui al!} uo 'g l,OZ 'l£ yoaew papue je:penb auj aol 1.uawa;e;s leloueug uaoMs sj! Aq uMoys s! se (00'000'009'L$ le1.!deO)00'WL`60L'L LtI ' jo wns,egj 6u!t ftWe (snldans) spun] peu6!sseun pue snldans pa}nq!a}uoo pue u!-p!ed ssoa6 6uipnloui snldans pue lej!deo a jo passessod si uollei'dWoo p!es ay}1.eyj pue `mel Aq pat pied ao paa!nbai suo!je6!lgo aaylo pue sat}ueaen6 'seouez!u600ai 's6ui>la:p9pun 'spuoq Ile uo aotueaen6 ao }ams awooeq of pe!j!lenb s! 191.ejg s!y} ui eoueinsu!p ssou!snq ay};oesueal, of pez!aoylne Alnp pue aaemelea jo a}ejS ay}jo smel ay1 japun paz!ue6ao uo!leaodaoo e aaemelaa 'uo}6u!wl!M do AuedwoO aoueansul uospnH 3eut pa!}!pao Agajay s! 11 MVI 3ONb�jf1SNl NNOA M3N 3H13O L L L L NO11O3S �134Nn AON3nIOS JO 31`dOULU130 . su��sx�a�a �a��xnsui Haoa MIFIu ,Io MLVJS 1 State of New York DEPARTMENT OF FINANCIAL SEI;.IVICES YO H EREM IT APPEARS THAT Hudson insurance Company Home office Address Wilmington,Delaware Organized under the Laws of Delaware has complied with the necessary requirements of or pursuant to law, it is hereby licensed to do within this State the business of accident'and health, lire,miscellaneous property,water damage,burglary and theft,glass, boiler and machinery, elevator,animal,collision,personal iniury liability,property damage liability,workers'compensation and employers' liability,fidelity and surety,credit,motor vehicle and aircraft physical damage,marine and inland marine,marine protection and'indemnity and legal services insurance,as specified in paragraph(s)3,4, 5,6, 7, 8,9, 10, 11, 12, 13, 14, 15, 16, 17, 19,20,21 and 29 of Section 1113(a)of the New York Insurance Law and also such workers' compensation insurance as may be incident to coverages contemplated under paragraphs 20 and 21 of Section 1113(a),including insurances described in the Longshoremen's and Harbor Workers'Compensation Act(Public Law No. 803,69 Cong.as amended;33 USC Section 901 et seq.as amended) to the extent permitted by certified copy of its charter document on file in this Department until July 1,2016. In Witness Whereof, I have hereunto set �Og. I K my hand and affixed the official seal of this q�` .4 TqT� Department at the City of Albany, New York, this 1st day of July, 2015 V. w�,, M '� '� Anthony J. Albanese Acting Superintendent By 340 OF Ft 1 Jacqueline Catalfamo Special Deputy Superintendent Original on Watermarked Paper HUDSON INSURANCE COMPANY SHORT FORM FINANCIAL STATEMENT AS OF DECEMBER 31,2014 ASSETS Bonds $ 308,167,720 Real estate 0 Cash on hand and on deposit 51,240,971 Reinsurance Receivable 187,362,086 FIT recoverable(including net deferred tax asset) '32,083,896 Aggregate write-ins for other than invested assets 202,569,847 Deferred premiums,agents'balances and installments booked but deferred and not yet due(including earned but unbilled premiums) 18,884,820 Stocks 229,423,734 Other Assets 12,918,549 $ 1,042 651 623 LIABILITIES&SURPLUS Losses $ 155,298,341 Loss adjustment expense 14,945,451 Other expenses 25,663,296 Unearned premiums 39,757,304 Ceded reinsurance premiums payable 306,073,213 Payable to parent,subsidiaries and affiliates 9,299,857 Commissions payable,contingent commissions and other similar charges 9,771,855 Other Liabilities 41,667J56 $, 602476.473 Preferred and Common capital stock $ 7,500,238 Gross paid in and contributed surplus 293,480,097 Unassigned funds(surplus) 139 1948I5 Surplus as regards policyholders $ 440,175,150 $ ___.__._�1,SZ442 51.62 STATE OF NEW YORK ,)' ) ss; COUNTY OF NEW YORK )' I,the undersigned Senior Vice President and Chief Financial Officer of Hudson Insurance Company hereby certify the foregoing to be a short form financial statement in the form of a balance sheet,showing the Company's assets and liabilities on a provisional basis,at the close of business on December 31,2014. IN TESTIMONY WHEREOF,I have set my hand and affixed the seal of the Company,this ��"'day of March,2015. 1 1' erbtCh �iior Vile l?iesitlent and Chief Financial Officer Subscribed and sworn to before me this day of March 2015 ti My commission expires y ✓� �ANN {' {{URP.J J r�'ri>ignr,�. ,Regl�tnllolltidliP�l16t16755s Q6044d in Nassau Couray to,, My Commisslon,Expires pecare�l0,2017, VENDOR NAME: Ca aRC- )V dE yj Le_._ --T-r C VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY#: DATE OF ORGANIZATION: (O cA . q�lq IF APPLICABLE: DATE FILED: (,o l 1 g I g q STATE FILED: Qw �oa-k If a non-publicly owned Corporation: CORPORATION NAME: ar)FQ_y= ehce_ vnc . LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) c�y\�oy\ , ,reev-V LIST OFFICERS AND DIRECTORS: NAME TITLE �a�v '�c� i• O�1�a�1�,� 1 ce.- aeevvv®vevve®vvevvvvveeaeevvvveoevevavveevvee®vvvveeeveveeaveeveeveeeeaveeeeeeev■ If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL IIID TO: VENDOR NAME: C&v__Aou-mx.1P,hce_. c ADDRESS: � .0 . 90,1 So n�l ea cls N q 1114q CONTACT: 06rn0,l(l,rt- O' .idaw TELEPHONE: (Q 31--7L+q p 12-7 FAX: 6 0 Sa-k E-MAIL: y c,vh i PiQp:�pn i he.nom+ ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 13 9 VENDOR NAME: i ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSU ANCE ST'AT'EMENT Bidder agrees as follows -please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. a L i� AUTHORIZEID SIGNATURE �ohA,d IS. O'�VkV\IM, eSiG�e+r�T Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signin this bid, under the penalties of perjury, affirms the truth thereof. fkA A o � r):L- L SWORN TO BEFORE ME THIS S' ature&Company Po ition ��ria Il Ia h reSl�Pry r DAY OF 0_1,'S�_ Type Name&Company Position Company Name OTARY U DLIC ec�&I KI Oki . OZO I y s tic, V'o c: Date Signed 6'O `' 37 y Qualliled in ►-a�� vl��� CayrrLm€✓✓Iota ExpIrGs 02A'US011 I_ Federal I.D.Number Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: c kv-' e r- XY)`—\e V\ee_i Tin VENDOR ADDRESS: 3• ®, b z5x 907 i)`I 11-7gq TELEPHONE NUMBER: 144 p la? FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges'receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated I r � Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 for N�he-" Vi � t3 IA 0-1yJ /LS 19,000 00 q g000 00 Dollars Nb Cents ,a Site Preparation and Removals A2 1 /LS o/OOb Do �` 0��00 00 Dollars k' N o Cents Unclassified Excavation&Grading A3 1 �p [0,000 O(� for rQ.V\ `�GIbySC�V\(J� /LS I O� O Q(� 00 , Dollars k Oo Cents Building Construction A4 1 ©� VA V�Uy AvreC( `µn t� Severn ( ,-137/°o v oo Ooo 00 for �yxnUS& /LS ) Dollars k o Cents 8"Thick Reinforced Exterior Concrete Slab .; A5 4,800 --1- q for 1 We�y� �IX�� /SF 0 (Q� !�i gg0 00 D liars / T Cents b 4"Thick Concrete Sidewalk I- ` 7D 0 A6 800CD for G 14�,�T / �e�Vl 1�(p /SF g 7 j -1j O O 0 ob < En• w Dollars Cents CL Z Concrete Curb oCD A7 70 �^ 00 for e /LF S, 10 3,, 9q-7 00 No 0, Dollars Cents v, w f Highway Maintenance Garage and Site Improvements Contract A-General Construction \Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 I �NOESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization Al 1 6 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS ars Cents Unclassi i Excavation&Grading A3 1 for /LS Dollars Cents Building Construction A4 1 for /LS Dollars Cents ` 8"Thick Reinforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents 4"Thick Concrete Sidewalk p A6 340 for /SF P Dollars Cents x cQConcrete Curb 00 A7 70 0 for /LF w Dollars Cents See4-1 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System AS 1 �^ `ay S /LS 1�) O O oo 13�o O O Dollars R- tv o Cents r `l Drainage System A9 30 for"i \1t 1 UjV'Ay-e-j six'-6 NF S(?0 00 o b Dollars fi N,, Cents 8"ADS Drainage Pipe A10 375 �_ 1 � for \L'oe y� `(�\Y\2, /LF oZ� ov ��� �7 Ob Ilars N\o Cents TOTAL BASE BID Items(Add All Items) a, c` S eve �unc�•v�er.�l ����� ��'� f bv Dollars WRITTEN IN WORDS A- Cents (Numerically) Ok- :a Resinous Flooring Alt 1 1 _ o for �� by /LS -j) x)00 OU o Dollars A P0 Cents .o NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or zafter award of the bid. O w < rrc CD N O Ch W Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 I NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS A8 Septic System 1 for AS k Dollars Cents Ag 30 Drainage System - for NF Dollar Cents A10 375 8"ADS age Pipe for /LF Dollars ents TOTAL BASE BID Items�(Add All Items) i' Dollars Cents (Numerically) WRITTEN IN WORDS Alt 1 1 Resinous Flooring b o _ o for /LS Dollars Cents NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or x after award of the bid. as 0 Highway Maintenance Garage and Site Improvements Contract B-HVAC Itemized Proposal for: Town of Southold Highway Department LKMA#.13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written In Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization B1 1 j for �7't+l i1/t'_ �rIOuSQiI\ /LS q"50®o 00 x !!E5a00 00 Dollars R Wo Cents Budding Heating,Cooling and Ventilation Systems B2 1 forFo-r 4011dve11 '�wen� Vkd as 00000 Dollars Q f�Jy Cents TOTAL BID Items(Add All Items) it Dollars %\/o Cents (Numerically) WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after award of the bid. `C K 0 0 m n x w as 0 , 0 0 w Highway Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization C1 1 forroje�A" 9h TV\oJSaV� /LS o�"��000 Oa a��O�b 00 Dollars N) o Cents Gas Service C2 1 n /LS `3��c7� 0 pr3,o�a 0o for---, i� `�'���_--��f10 J 50�.1(�0' Dollars k 0 Cents Water Service C3 1 r Dollars -c N D Cents C4 Building Plumbing Systems 1 for Y e— ckr-'c. E', in�N \)J0 1 v,o oS a v�Ls f SS a 10 00 0c, J�a,o 00 0o Dollars , Cents TOTAL BID Items(Add All Items) Dollars -1\ o Cents (Numerically) `d WRITTEN IN WORDS 0 0 To NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or 0 aafter award of the bid. ''d w n x A CD 0 w Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 �^ for��1J Q V1 h t-O(J-'r l VlD VSC\ /LS 4S b Oa "OO 06 Dollars k-N a Cents Underground Electric Service D2 S Q V`� a3 O Oa 0(-> Dollars 93O0O OD Cents Fiber Optic Line D3 1 for nvSCL d /LS 110,10 70 0o /0/000 bU Dollars k Cents D4 Building Electrical&Communication Systems 1 forQ T\'2_- SIX / O nc- � us LS (g I)o oo p 0 (0 I�06b O (7 Dollars az Cents D5 Building Fire Alarm Systems 1 ,p q for ��eAee Vl � nYayJ /LS 01 000 OO f l OO O b -rr ro TOTAL BID Items(Add All Items) Dollars Cents- 0 ents 0 0 o � '23 0 00•` Dollars k. Uo Cents (Numerically) x WRITTEN IN WORDS w ac CD NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or N after award of the bid. 0 M w A L AUTHORIZED SIGNATURE 1frft"J.) PRINT NAME dna\ , 1-T-0101w Fel) TITLE Rr e S A e,�V DATE ACKNOWLEDGMENT a STATE OF NEW YORK, COUNTY OF J ,\ ) ss.: On thea-day of in the year 201.4 before me, the undersigned, personally appeared, ®Y„&V& -F_ 0, 6-v\\dV , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(g) whose name(s) is (arej subscribed to the within instrument and acknowledged to me that he/she�t1; y executed the same in his/herltheir capacity(ies), and that by his/hvx,�signature(s)-on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. F NOTAR PUBLI F— Mary C.iiRmine Mary Cx:�.c[8c, S'�e3 c; r_��3'forEt 373717 Qflfr'IlBIaiC�i 6:1 �LI::I'.0: �'dli;i'Sj �cssaaenE;s�o;� E�;paros C9d'11�/9 Proposal Package 13 of 13 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: -1)o y10J�J--D'�kn 1-6 v"A Corporation A Partnership or Entity FIRM NAME: Ca rler- Kelerice rot- An Individual PRINCIPAL OFFICE: 10�f- dew oVp- qo 7 SbUrJ 3ear'A PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1�reSid�u�� �ov�.\d-3 0`V\-e'n\0y). W\Mev- l�kac9-- (Jy %l-76Lf ftns:kruc-)'or o' anon, Som�� �NV i 1791 C�r,s-�ro��I i ov, Se,--Ic-CAO V C kY-vv\el o`AW ova , S o,,yid, --V � tiq 117 H aJ w,i i S-Vr a+i o-h 1. How many years has your organization been in business under its present business name? a(� 2. You normally perform what percent of the work with your own forces? % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? %J, . If so,note where and why. 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. o QS-1 � � Y 5_ Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? if yes, please provide details. No 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion Restoration of Canoe Place Chapel $284,700.00 30% 01/16 (631)283-6000 Town of Southampton (631)283-1944 Jeffrey P. Gibbons Architect,P.C. Montauk Comfort Station Interior Renov. $56,000.00 20% 01/16 (631)324-4183 Town of East Hampton (631)907-0023 D.B.Bennett,P.E.,P.C. Town Hwy. Office Renovations $221,000.00 80% 12/15 (631)324-4183 Town of East Hampton (631)907-0023 D.B.Bennett,P.E.,P.C. New Roof at the Annex Building $721,116.00 03% 07/16 (631)265-2499 Hauppauge Fire District (631)471-9500 Enspire Design Group,LLC �. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work Mastic Beach Fire District $228,000.00 10/05/15 (631)281-9840; Richard Shure,R.A. (631)924-7272 East Northport Fire District $315,153.91 09/29/15 (631)261-1177, H2M architects+engineers (631)756-8000 Bridgehampton Fire District $613,197.00 07/09/15 (631)537-1909; Dominic LaPierre Architect (631)533-7349 Selah Lester House,Town of East Hampton $327,113.00 05/29/14 (631)324-4183; D.B.Bennett,P.E.,P.C. (631)907-0023 Storage Building, Suffolk County D.P.W. $335,639.00 11/06/13 (631)852-4230 Apparatus Bay Alterations,West Islip Fire District $415,736.62 1/30/13 (631)661-6440; Martin F. Sendlewski,AIA (631)727-5352 Q$-2 k 5. Has your firm requested arbitration or filed any lawsuits_with regard to construction contracts within the last five years?If yes,please provide details. �a 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Tele hone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work to QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Ex erience Responsible Capacity :D(,na U,T 01H9,0 lbw 1�rP S i of e v�f 9 ears exp�r ien�►c� r ��w Vaz -y,(k 4 OI S 5 -7 CON\S�v G-}10v� � hG1MS� y 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? e 5 10. Bank References: S �1 orgay\, C.IkaSe (0 -7�f93 11. Trade Association Membership: �ju 116u(-3 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes, when?What was the outcome of the investigation? U QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF N eW o ) COUNTY OF DovlCO h S OALVN being duly sworn deposes and says that he is the yW,,S� A-e Vof��, o- contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) to v\aAd S-01 JAoLy►Ioh, _�ree,IA ev+ Swornto before me this IA-` day of WzV , 2015— Notary Public d r! e_"UIr_ Commission Expirati � Date: o g�11'11 _ 1 �®aaey�vblcc S-I�t�eo��:v3Y�Yl�C �`►�. 4g77a-717 Q�fa91i4u:: ^;*y i comm€cz:ica ti QS-4 CARTER-MELENCE, INC. BALANCE SHEET JUNE 30, 2015 ASSETS Current Assets: Cash and Cash Equivalents $ 174,151 Contract Receivables (Note 2) 404,869 Prepaid Expenses 46,015 Total Current Assets $ 625,035 Property and Equipment(Notes 3 and 5) 591,350 Less: Accumulated Depreciation 456,067 135,283 Total Assets $ 760,318 LIABILITIES AND STOCKHOLDER'S EQUITY Current Liabilities: Short-Term Debt(Note 4) $ 28,408 Current Maturities of Lonb Term Debt (Note 5) 27,601 Accounts Payable 30,689 Payroll Taxes Payable 3,218 Accrued Expenses 1,500 Billings in Excess of Costs and Estimated Earnings on Uncompleted Contracts (Note 6) 201,239 Income Taxes Payable 1,000 Total Current Liabilities $ 293,655 Other Liabilities: Long-Term Debt(Note 5) 36,433 Stockholder's Equity: Common Stock(No Par Value, 200 Shares Authorized, 10 Shares Issued and Outstanding) 1,000 Paid in Capital 100,000 Retained Earnings 329,230 430,230 Total Liabilities and Stockholder's Equity $ 760,318 ,. .: THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we CARTER-MELENCE, INC. 104 New York Ave. Sound Beach,NY 11789 as Principal, hereinafter called the Principal, and International Fidelity Insurance Company One Newark Center 20th Floor Newark,NJ 07102 a corporation duly organized under the laws of the State of NJ as Surety, hereinafter called the Surety, are held and firmly bound unto Town Of Southold 53095 Main Road Southold,NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Bid Amount-------------------------(5.00%), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Highway Maintenance Building, Contract D-Electrical. NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12th day of November 2015 C R-MELENCE INC. ( 'nci I) (Seal) L/LdZ �-�'1/I U�,�iit to (withess (Tale Donald J. 0'He lon, President Int rnatio Fi elitInsurance Company (Surety) (Seal) , y' fitness) (Title) Edmund J. gassi, orney-in-Fact ACKNOWLEDGEMENT OF PRINCIPAL,IF A CORPORATION STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) On the 12thday of Nov. in the year 2015 , before me personally came Donald J. O'Hanlon to me known,who,being by me duly sworn, did depose and say that(s_)he resides at Miller Place, NY that he/sheis the President of CARTER- MELENCE,INC. ,the corporation described in and which executed the above instrument; and that he/sloe signed heF/his name thereto by order of the Board of Directors of said corporation. 'Ot"i York Notary Public -70717 B� Sur� Ss: C©UOsy (� Corti mesion Lxpires 031111 ACKNOWLEDGEMENT OF PRINCIPAL,IF A PARTNERSHIP STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be a member of the firm , described in and who executed the foregoing instrument,and he/she duly acknowledged to me that he/she executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF AN INDIVIDUAL STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) COUNTY OF WESTCUESTER)ss; On the 12th day of November in the year 2015 ,before me personally came Edmund J.Bergassi to me known,who,being by me duly sworn, did depose and say that he/she resides at Eastchester ,NY ,that he/she is the Attorney-in-Fact of International Fidelity Insurance Company ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. Notary Public PATRICIAA MALONEY �, Notary Public,State of NewYork No.01 MA6154561 Qualified in INesicliester County Commission Expires Odobor?3,20. f INTERNATIONAL FIDELITY INSUIZANCE,'COM,PANY ONE NEWARK CENTER.,20-rIi FLOOR,NEWARK,NIEW JERSEY 07102-5207 STATEMENT OF ASSETS,LIABILITIES,SURPLUS AND OTHER.FUNDS AT DECEMBER.31,2014 ASSETS Bonds(Amoitized Value) ..... . .. ... .. ..... ... ... .. . . ... . .. .. . $75,841,012 Common Stocks(Maiket Value) ................ ..... . . .... ... .. 30,956,237 Mortgage Loans on Real Estate .. ............. ..... .. .. . ... ... .. 1,638,103 Cash,Bank Deposits&Short Term Investments .. ... ... .... . .. . . . ... 54,886,371 Other Invested Assets .. ...... ...... . ...... . . ..... .. . .. . .. ... 276,378 Unpaid PiemiLuns&Assumed Balances .. ... .......... . .... . . . .. . 17,470,611 Reinsurance Recoverable from Reinsui ers ........... . ... . ... .. .... 4,296,604 Electronic Data Processing Equipment............... ... . ......... 262,514 Investment Income Due and Accrued .. .......... ...... ... . ...... 397,349 Current federal.&foreign income lax recoverable&inteiest thereon ...... 2,449,803 Net Deferred Tax Assets ........................ ............. 2,545,153 Health Care and Other Amounts Receivable ................ ...... 59,790 Receivables from Parent,Subsidiaries&Affiliates ................... 329,806 Other Assets . ....................................... ..... . 18,732,118 TOTAL ASSETS .. ................................ . S210.141.3A2-- LIIABILITIES,SURF'LUS a_O T I'I%R hUNDS Losses(Reported Losses Net as to Reinsurance Ceded and Incurred BuL Not Reported Losses) ............. .. .. .. .. ... ...... $845.550 Reinsurance Payable on Paid Losses and Loss Adjnstnent Expenses ...... 2,139,589 Loss Adjustment Expenses ............... ....... .. ........... . 3,932,838 Conunissions Payable,Contingent Commissions&Other Similar Charges .. 233,356 Other Expenses(Excluding Taxes,Licenses and Fees) ......... ........ 4,274,654 Taxes,Licenses&Fees(Excluding Federal Income Tax) ............ ... 393,950 Unearned Premiums ............................... ... ... ... 33,758,516 Dividends Declared&Unpaid:Policyholders............... ........ 800,000 Ceded Reinsurance Premiums Payable ........... ............... . 4,027,833 Funds Held by Company under Reinsurance Treaties........ .... ... . . 1,031 Amounts Withheld by Company for Account of Others ............ ... 69,720,057 Provision for Reinsurance... .......... ............... .... .. . .. 1,186 Payable to Parent,Subsidiaries and Affiliates....................... 101,528 Other Liabilities .. ......................................... 6,004,649 TOTAL LIABILITIES ................... ......... --5-12-6-2-14-7-37- Common 126.234.737Common Capital Stock.... .. . . ... ...................... .... .. $1,500,000 Gross Paid-in&Contributed Surplus.................. ...... .... 374,600 Surplus Notes ............ ................... . .. ... ...... 16,000,000 Unassigned Funds(Surplus).. ................. ..... .. ..... .... 69,649,027 Less:Treasury Stock at cost(83,880 shares conwion)(value incl.$45.) . .... 3,616,515 Surplus as Regards Policyholdeis ... ..... .......... . `683,907,112 TOTAL LIABILITIES,SURPLUS&OTHER.FUNDS. .... . --S2-1014i'849- 1,Francis L.I`4>LLeihoff,President of INTERNATIONAL FIDELITY INSURANCE COMPANY,certify that the fo>egoing is a fair statement of Assets,Liabilities,Surplus and Other Farads of this Company,at the close of business,December 31,2014, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New jersey. �I&k iTY/yfG IN TESTIMONY WHEREOF,I have set my hand and affixed the 4oRP0R+t��l seal of the Company,this 23rd day of February,2015. o SEAL M INTERNATIONAL FIDELITY INSURANCE COMPANY r 4 196# c� I 07'%V47; 7200: ''POWER.'OFAT TORNEY-,- INTERNATIONAL FIDELITY INSURANCE COMPANY ALLEGHENY CASUALTY COMPANY" NIPANY' ONE NEWARK CENTER,20TH FLOOR NEWARK, NEW JERSEY 071102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania,having their principal office in the City of Newark,New Jersey,do hereby constitute and appoint EDMUND J. BERGASSI New Rochelle, NY. their true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute rule regulation,contract or otherwise, and the execution of such instrument(s) in pursuance of these presents,shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed,and may be revoked, pursuant to and by authority of the By-Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY ata meeting du held on e 20th day of July,2010 and by the Board of Directors of ALLEGHENY CASUALTY COMPANY at a meeting duly held on the 15th day of August,Nth 00: "RESOLVED,that (1)the President,Vice President Executive Vice President or Secretary of the Corporation shall have the power to appoint,and to revoke the appointments of,Attomeys-in-Fact or agents with power and authority as defined or limited in their respective powers of attorney,and to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances. contracts of indemnity and other written obligations in the nature thereof or related thereto; and(2)any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians,agents Attorneys-in-fact with authority to execute waivers and consents on behalf of the Corporation;and J3)the signature Or any for acceptance of process,and Attorneys such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification en or the execution of any bond,undertaking recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto,suAlrature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer an the original seal of the Corporation,to be valid and binding upon the Corporation with t same force and effect as though manually affixed." IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March,2012. yZ it STATE County OF NssexEJERSEY of EW 1936 1904 ROBERT W.MINSTER 4K Executive Vice PresidentChief Operating Officer y (International Fidelity Insurance Company) and President(Allegheny Casualty Company) On this 12th day of March 2012, before me came the individual who executed the preceding instrument,to me personally known,and, being by me duly sworn, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, that the seals affixed to said instrument are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,New Jersey the day and year first above written. OARQt C*3NOTARY 0 PUBLIC A NOTARY PUBLIC OF NEW JERSEY My Commission Expires Nov.21,2015 JERS CERTIFICATION 1,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect IN TESTIMONY WHEREOF, I have hereunto set my hand this 12th day of November, 2015 MARIA BRANCO,Assistant Secr q1 It V ".\,I I 7. "n'�wc r� Ell 11 �''I 3V ,q, 1("f'n-c'P v" �7 T5,71" IN :i k a-21 Lil 'Q 'R X Bergassi Group, LLC �w T 35 PORTMAN ROAD NEW ROCHELLE,NEW YORK 10801 914-576-9300 FAX:914-576-7 847 rile, THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we CARTER-MELENCE, INC. 104 New York Ave. Sound Beach,NY 11789 as Principal, hereinafter called the Principal, and International Fidelity Insurance Company One Newark Center 20th Floor Newark,NJ 07102 a corporation duly organized under the laws of the State of NJ as Surety, hereinafter called the Surety, are held and firmly bound unto Town Of Southold 53095 Main Road Southold,NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Bid Amount-------------------------(5.00°/x), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Highway Maintenance Building, Contract C-Plumbing. NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12th day of November 2015 AR ER-MELENCE INC. (Seal) ( itne ) (Tale) onald J.—O'Hanlen, President Inte io"3UPidellig InsuraAce Com an (Surety (Seal) Ila fitness) (Title) Edmund J. Bergassi,Attor y-in-Fact ACKNOWLEDGEMENT OF PRINCIPAL,IF A CORPORATION STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) On the 12thday of Nov. in the year 2015 ,before me personally came Donald J. O'Hanlon to me known,who,being by me duly sworn,did depose and say that(S)he resides at Miller Place, NY that he/she is the President of CARTER- MELENCE,INC. ,the corporation described in and which executed the above instrument;and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. Notary Public {basal C.M@chno P,lo.49 78717 a"Ci h oG @n Su ON(county, 01 ACKNOWLEDGEMENT OF PRINCIPAL,IF',k,-Jv TNEWsynp/9 ®� STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be a member of the firm , described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF AN INDIVIDUAL STATE OF ) ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) COUNTY OF WESTCBESTER)ss; On the 12th day of November in the year 2015 ,before me personally came Edmund J.Bergassi to me known,who,being by me duly sworn, did depose and say that he/she resides at Eastchester ,NY ,that he/she is the Attorney-in-Fact of International Fidelity Insurance Company ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. Notary Public �A PATRICIA AMALONEY Notary Pui�fic,State of Newyork No.01 MA61545 11 Qualified in VVesfchester County `''Commission��„�,�.s October 23,20A INTERNATIONAL FIDELITY INSURANCE CO3AeANY ONE NEWARK CENTER,20"1 FLOOR,NEWARK,NEW JERSEY 07102-5207 STATEMENT OF ASSETS,LIABILITIES,SURPLUS AND OTHER FUNDS AT DECEMBER 31,2014 ASSETS Bonds(Amos tzed Value) . . .. . . .................... . . . .. . .. .. . $75,811,012 Common Stocks(Market Value) .................... . . . ... . ..... 30,956,237 Mortgage Loans on Real Estate .. ... ....... ... ..... .... . ... ... .. 1,638,103 Cash,Bank Deposits&Short Term Investments .. ...... .... . ... .... ...... .... . ... .... . 54,886,371 Other Invested Assets ....... . ....... ............... ... . .. .. . 276,378 Unpaid Premhuns&Assumed Balances .. ............ . ..... . . . . .. 17,470,611 Reinsurance Recoverable from Reinsul ers . ....... ....... . ... .. .... 4,296,604 Electronic Data Processing Equipment............... .... ......... 262,514 Investment Income Due and Accrued .. ............. ....... ...... 397,349 Current federal&foreign income lax recoverable&inteiest thereon ...... 2,449,803 Net Deferred Tax Assets ........................ ............. 2,545,153 Health Care and Other Amounts Receivable ...................... 59,790 Receivables from Parent,Subsidiaries&Affiliates ............ ....... 329,806 Other Assets . ..................... .. ..................... . 18,732,118 TOTAL ASSETS .................................. . 5210.141.8 _ LIABILITIES,SURF US&OTI-LP.MINDS Losses(Reported Losses Net as to Reinsurance Ceded and Incurred But Not Repoi ted Losses) ................ ... .. . .. ...... $845,550 Reinsurance Payable on Paid Losses and Loss Adlusbnent Expenses ...... 2,139,589 Loss Adjustment Expenses .. ................... ...... ......... 3,932,838 Commissions Payable,Contingent Commissions&Other Similar Charges .. 233,356 Other Expenses(Excluding Taxes,Licenses and Fees) ................. 4,274,654 Taxes,Licenses&Fees(Excluding Federal Income Tax) ............... 393,950 Unearned Premiums ............................... ......... 33,758,516 Dividends Declared&Unpaid:Policyholders............ ........... 800,000 Ceded Reinsurance Premiums Payable ........... ..... .......... . 4,027,833 Funds Held by Company under Reinsurance Treaties...... . . ...... ... 1,031 Amounts Withheld by Company for Account of Others ..... ....... ... 69,720,057 Provision for Reinsurance............. ............... ... ...... 1,186 Payable to Parent,Subsidiaries and Affiliates............... ........ 101,528 Other Liabilities ........................................... 6,004,649 TOTAL LIABILITIES ............... ... .. ........ --1] Common Capital Stock..................................... .. $1,500,000 Gross Paid-in&Contributed Surplus........................ ..... 374,600 Surplus Notes . ........... ...................... ......... 16,000,000 Unassigned Funds(Surplus).. ....... ............ .... ...... .... 69,649,027 Less:Treasury Stock at cost(83,880 shares conunon)(value incl.$45.) ..... 3,616,515 Surplus as Regards Policyholders ........ ....... .... `683,907,112 TOTAL LIABILITIES,SURPLUS&OTHER FUNDS..... . `627 0.741.849 I,Francis L.Milteilioff,President of INTERNATIONAL FIDELITY INSURANCE COMPANY,certify that the foregoing is a fair statement of Assets,Liabilities,Surplus and Other Funds of this Company,at Lhe close of business,December 31,2014, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. �oE1ITY/yfG IN TESTIMONY WHEREOF,I have set my hand and affixed the �oRpOR+� j seal of the Company,this 231 d day of February,2015. SEAL M 1904,3, o INTERNATIONAL FIDELITI'INSURANCE COMPANY r Z d'l�`µE�µaa� rs, Jf, ;_ 4� , 5x�- [ r f� ai•; �. f r .1r` '!)<3� ,:st,,.vi,Ii '� 7 ,ti 7 �0\t C, 1 � f. �c + + =`rt ; a r,ek ,�, r ,T F � /� G9' - l !, pF1'�� L, ts� .� " 4.s*')Fj,' � Y`1F� '�F (F 45'! f �,� �` "1Jfr.y'� ).t , y�� f csrJ t �c ",?,�€'•_ i—�j r �.sl, `�._ �t .":`;.:t,5. r� YJfi ,X'f J, }"�F , `c D- - - t,t�F:t�- � o-Y15 C,. ; 1'•r i• :�� \! Q .t^•. �'rw f \ < -.rl-S�... 'u` ti f!r-�.",i'ni'•iy, ,frlb ti's 4, N C f ��Yw i} 1,3, .. { 1} , :•f _I�VTtRN/ T�ONALFtDLFI ..INSRANC >C MPANY - Y.AL.LE�FIEN CASCJALTY,GOIVIPANI( '=+: �>•.: 1. .;f:�j, � .)• ;><11 _ F,. �-), �'ON&NEWARK CENTER, 20TH FLOOR;NEWARK, NEW JERSEY-07'1025207. ; Y=.KNOW ALL MEN BY-THESE PRESENTS: That INTERNATIONAL FIDELITY'INSURANCE COMPANY`,a corpora66n''organized and existing under the laws'of the State of New Jersey; and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under'the laws"of the State of Pennsylvania,having their principal office in the City of Newark:New Jersey,do hereby constitute and appoint EDMUND J. BERGASSI New Rochelle, NY. their true and lawful attomey(s)-in-fact to execute,seal avid deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of Indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute rule,regulation,contract or otherwise, and the,execution of such iristrument(s) in pursuance of these presents,shall be as binding upon the said IN ERNATIONAL FIDELITY INSURANCE COMPANY and.ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. .This Power of Attorney is executed and may be revoked, pursuant to and by authority of the By-Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted under and by author of the following resolution adopted by the Board of Directors' of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 20th day of July,2010 and by'the Board of Directors of ALLEGHENY CASUALTY COMPANY ata meeting duly held on the 15th day of August,2000: "RESOLVED,that 11 the President,Vice President Executive Vice President or Secretary of the Corporation shall have the power to appoint,and to revoke -the appointments of, meys-in-Fact or agents w6 power and authority as defined or limited in their respective powers of attorney,and to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances, contracts of indemnity and other,written obligations in the' nature thereof or related thereto; and'(2)any such-Officers of the Corporation may appoint and revoke the appointments of joint-control custodians,agents for acceptance of process, and Attomeys-In-fact with authority to execute Waivers and'consents on behalf of the Corporation;and (3)the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power,of attorney or certification,given for the execution of any bond,undertaking recognizance, contract of indemnity or other written obligation in the nature-thereof or related thereto,such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original;seal of,the Corporation,to be valid and binding upon the Corporation,with the same force and effect as though manually affixed." ' IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March,2012 STATE OF'NEW JERSEY County of Essex = -SEAL 1936 _ 004 1e� d O ¢ A ROBERT W.MINSTER * �� J Executive Vice President/Chief Operating OfficerSYLVP (Intemational Fidelity Insurance Company) and President(Allegheny Casualty Company), ,On this 12th day of-March 2012, before me came the individual who,executed the preceding instrument,tome personally known,and, being by me duly , swom, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY- INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrurnent are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order,of the Boards of Directors of said Companies. IN TESTIMONY-WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark;New Jersey the day and year first above written, NIARQ Ito CO NOTARY - '� PUBLIC * * A NOTARY PUBLIC OF NEW JERSEY My Commission Expires Nov.21,2015, JERS CERTIFICATION I,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have ' compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws_of said Companies as set forth in said . Power of Attorney, with the originals on file in the,home office of said companies, and'that the same are correct transcripts thereof,and of the whole of the said originals,and that the�said Power of Attorney has not been revoked and is now In full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand this 12th day of November,- 2015 -fix%'• :,� .n` ajs�? n' _ .•1. :� ` � ,��; ;:' .-J; _ -.t� r ,�i �}:L JC �'1-'t� .�� '�••�.,��,. .;F, - - �.7. :-�11f.,5 - -'`{t'- - - �a. .,:'�i•" "`}t-+ i':�%Jr;':t' ,:y,•' �-!- p`•u.;�- ''r'.•.:''' ,s' "�:e�(s ,:.r'• ?,� t.,�- .L.� G 1 ,ti-..,i ' ,li `ii_ :�"'•i�', Crt�•F"-;i\-/.r�Jr,1,•.;fn -t",t r...0 ,.� '�`,,,,,,'' y ,s:=:1y,� •u= /r .,,^j:, S' - 't `f�•a`. x`31; 'I•`' ;rr. ,•: �+>��i'��' r.. :.'3 1 t�"'•' t s6-`t ;cKa'• /F.r...,- !.. � r f n�SY.sr! i.. s_`*;tG?> f tAMA+FiIA BFtANGp,Asaistartt:Sec&eF3ryp; :�•• f:tt��::: ` y. 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THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we CARTER-MELENCE, INC. 104 New York Ave. Sound Beach,NY 11789 as Principal, hereinafter called the Principal, and International Fidelity Insurance Company One Newark Center 20th Floor Newark,NJ 07102 a corporation duly organized under the laws of the State of NJ as Surety, hereinafter called the Surety, are held and firmly bound unto Town Of Southold 53095 Main Road Southold,NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Bid Amount-------------------------(5.00%), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Highway Maintenance Building, Contract B -HVAC. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 12th day of November 2015 C ER-MELENCE INC. (P inci al) (Seal) ((et ss) (Tit e) ona an n, President Int ernatio Eldelitwinsurance Company b (Surety) (Seal) (Witness) (Title) Edmund J. Bergassi,A rney-in-Fact ACKNOWLEDGEMENT OF PRINCIPAL,IF A CORPORATION STATE OF NEW YORK )ss: COUNTY OF SUFFOLK ) On the 12th day of Nov. in the year 2015 ,before me personally came Donald J. O'Hanlon to me known,who,being by me duly sworn, did depose and say that(s)he resides at Miller Place, NY that he/sh;is the President of CARTER- MELENCE,INC. ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. Mary G. Nrflolme Notary Public Notary S'iwao cf How York Ho.,�-073717 Qualified In 8ufdu1,% Q;Wudnty comm°scalon Explrea 03/91/'ury ACKNOWLEDGEMENT OF PRINCIPAL,IF A PARTNERSIIIP STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be a member of the firm , described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF PRINCIPAL,IF AN INDIVIDUAL STATE OF )ss: COUNTY OF ) On the day of in the year ,before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he/she duly acknowledged to me that he/she executed the same. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) COUNTY OF WESTCHESTER)ss; On the 12th day of November in the year 2015 ,before me personally came Edmund J.Bergassi to me known,who,being by me duly sworn,did depose and say that he/she resides at Eastchester ,NY ,that he/she is the Attorney-in-Fact of International Fidelity Insurance Company ,the corporation described in and which executed the above instrument; and that he/she signed her/his name thereto by order of the Board of Directors of said corporation. r� Notary Public 4R PATRICIAA MALONEY {I r t 1 Notary Public,State of New York No.01MA6'154561 a Qualified in Westchester County " °ry Commission Expires Cctobr r233,,2r0 INTERNATIONAL FIDELITY INSLJnAN0r,- COM-PANY ONE NEWARK CENTER.,20nt FLOOR.,NEWARK,NEW JERSEY 07102-5207 STATEMENT OF ASSETS,LIABILITIES,SURPLUS AND OTHER.FUNDS AT DECEMBER.31,2014 ASSETS Bonds(Amos tized Value) .... . ... ............. ... .. . . ... . .. .. . $75,611,012 Common Stocks(Market Value) .................... .. . .... ..... 30,956,237 Mortgage Loans on Real Estate .. ... ............... .... .... ... .. 1,638,103 Cash,Bank Deposits&Short Term Inveshnents .. ...... . .. . ... . . ... . 54,886,371 Other Invested Assets .. ...... ...... . ......... . ........ . .. .. . 276,376 Unpaid Pi enuums&Assumed Balances .. ....... .... .. . ..... . .. .. 17,470,611 Reinsurance Recoverable h oui Reinsui ers .. ...... ....... . ... .. .... 4,296,604 Electronic Data Processing Equipment............... ... . ......... 262,514 Investment Income Due and Accrued .. ............. ... .... ...... 397,349 Current federal&foreign income tax recoverable&inteiest thereon ...... 2,449,803 Net Deferred Tax Assets .................................. ... 2,545,153 Health Care and Other Amounts Receivable ...................... 59,790 Receivables from Parent,Subsidiaries&Affiliates ................... 329,806 Other Assets ..... ........................................ . 18,732,118 TOTAL ASSETS .. .......... ....................... 5210,141.8 to OQT'TTn UN QS LIHllIL TILS,SuT�I'L'u�ot.u i r�u�k I'ui�u.� Losses(Reported Losses Net as to Reinsurance Ceded and Incurred But Not Reported Losses) ................. .... ... ...... $845,550 Reinsurance Payable on Paid Losses and Loss Adjustment Expenses .. ... . 2,139,589 Loss Adjustment Expenses .................. ... . ..... .... ..... 3,932,838 Conumissions Payable,Contingent Conunissions&Other Similar Charges .. 233,356 Other Expenses(Excluding Taxes,Licenses and Fees) ................. 4,274,654 Taxes,Licenses&Fees(Excluding Federal Income Tax) ............... 393,950 Unearned Prenvums ..........................a............. 33,758,516 Dividends Declared&Unpaid:Policyholders....................... 800,000 Ceded Reinsurance Pi emiums Payable ........... ....... ........ . 4,027,833 Funds Held by Company under Reinsurance T2 eaties...... .. .... .. . .. 1,031 Amounts Withheld by Company foi Account of Others ..... . . ........ 69,720,057 Provision for Reinsurance... ..................... . ... ... . .. .. . 1,186 Payable to Parent,Subsidiaries and Affiliates.............. ......... 101,528 Other Liabilities ........................ .......... ........ . 6,004,649 TOTAL LIABILITIES .................. . ......... 5-126.234.737 Common Capital Stock....... . ............................... $1,500,000 Gross Paid-in&Contributed Surplus........................ ..... 374,600 Surplus Notes .................................. ......... 16,000,000 Unassigned Funds(Surplus)......... ................. ........ . 69,649,027 Less:Treasury Stock at cost(83,880 shares common)(value incl.$45.) ..... 3,616,515 Surplus as Regards Policyholders ... ..... ....... .... $83,907,112 TOTAL LIABILITIES,SURPLUS&OTHER.FUNDS..... . 5210.141 9 I,Francis L.Avfitteihoff,President of INTERNATIONAL FIDELITY INSURANCE COMPANY,certify that the foiegomg is a fair statement of Assets,Liabilities,Surplus and Other Funds of this Company,at the close of business,December 31,2014, as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. 4\pEUTYlyfG IN TESTIMONY WHEREOF,I have set my hand and affixed the coRPo�t� t seal of the Company,this 23rd day of February,2015. c SEAL M 1904,4-o INTERNATIONAL FIDELITY INSURANCE COMPANY r � `�� JEPS yti ? x", T16T(0-143)t-244200 OWEWOFATTO P RINEY ' INTERNATIONAL FibE' LITY INSURANCE'COMPANY I I ALLEGHENY CASUALTY,COMPANY' ONE NEWARK CENTER,20TH FLOOR NEWARK, NEW JERSEY'07'102-5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY,a corporation organized and existing under the laws of the State of New Jersey, and ALLEGHENY CASUALTY COMPANY a corporation organized and existing under the laws of the State of Pennsylvania,having their principal office in the City of Newark,New Jersey,do hereby constitute and appoint EDMUND J, BERGASSI New Rochelle, NY. their true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise, and the execution of such Instrument(s) in pursuance of these presents,shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed,and may be revoked, pursuant to and by authority of the By Laws of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY ata meeting duly held on the 20th day of July,2010 and by the Board of Directors of ALLEGHENY CASUALTY COMPANY at a meeting duly held on the 15th day of August, 000 "RESOLVED,that (I the President,Vice President Executive Vice President or Secretary,of the Corporation shall have the_power to appoint,and to revoke the appointments of,Attorneys-in-Fact or agents with power and authority as defined or limited in their respective powers of attorney,an to execute on behalf of the Corporation and affix the Corporation's seal thereto,bonds,undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and(2)any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians,agents for acceptance of process,and Attomeys-In-fact with authority to execute waivers and consents on behalf of the Corporation;and f3)the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given or the execution of any bond,undertaking recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation,to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY have each executed and attested these presents on this 12th day of March,2012. STATE OF NEW JERSEY cis kry County of Essex .......... C2 SEAL trm 1936 ROBERT W.MINSTER Executive Vice President/Chief Operating Officer (International Fidelity Insurance Company) YL14 and President(Allegheny Casualty Company) On this 12th day of March 2012, before me came the individual who executed the preceding instrument to me personally known,and, being by me duly swom, said he is the therein described and authorized officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies;that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,New Jersey the day and year first above written. OARQ NOTARY 0 PUBLIC A NOTARY PUBLIC OF NEW JERSEY My Commission Expires Nov.21,2015 JOA CO(a CERTIFICATION 1,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY and ALLEGHENY CASUALTY COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and Is now in full force and effect IN TESTIMONY WHEREOF, I have hereunto set my hand this 12th day of November, 2015 IA- 4r/ MARIA BRANCO,Assistaint-Secretky,. 7 .,er•^f,"• ��s�n y7 n�rrr � e,n �ety® \ \ Ago Ell )y'�f_'?�f ?''G'Gd u?"77.•7'„^ I:�i�Yr��Jo-r,°;© ��i,�>° ->s'�;rzr��:' Frau>.p a,�,g' s:`�,��ti.����rv� �a�,�".✓�;,= ln �?,..�s'J;1.[yam "' n::t,.v�aT yy lflf�rrT `y(jJ !A}�J 19:/: `a•9c t �1 tap��� "vr^_e`'-',-�,�; ,r'Sirlf 8'J.�!!r' 6"t`ii�is�o;7Z•rts ✓�f�)y 9Yd136j '`.:�ti5`,l'�f+"73 Axf;`.P �`ir C �ra,r"Y'-'a' �.\ C,•a.. .,, ��ry �lJ; 'b` .I7vflY/ `eiy✓�rf:,' 1�3�'`i�s`s'ru''�t� SY'�'d�f�.JT aj".�V1�' 6�3?.'_d�':9j J-1961=Pl Bergassi Group, LLC T-4 NEW ROCHELLE,NEW YORK 10801 L �-nr �i1�14 35 PORTMAN ROAD J 1914-576-9300 FAX:914-576-7847 31 ILI ✓%, :rc;,T a�f' l'?.�r'jT��Yv'f,�;,' �`?aa-1°�'a1p-Y:l,,,y��> ��,;¢y= L.K. McLEANASSOCIATES P.C. LllittA CONSULTING ENGINEERS 437 South Country Road, Brookhaven,N.Y. 11719 Phone (631) 286-8668 Fax (631) 286-6314 I�Ip�A To: All Recipients From: Matthew Jedlicka Co: Pages: 8 (including coversheet) Fax: Date: November 6, 2015 Re: Town of Southold CC: Highway Maintenance Garage and Site Improvements Addendum No. 1 X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle • Comments Once you have received this please check the box and fax back-to (631)286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. �I have received Addendum No. 1 regarding the Maintenance Building and Site Improvements. Company Name: r Q-,r_ M e.\e C . Authorized Signature: d � Date: 1 l �- a\d ADDENDUM NO. 1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: November 6, 2015 Acknowledge receipt of this Addendum No. 1 by filling out and signing the attached fonn. The signed Addendum shall be attached to the Form of Bid. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows: Addendum Number 1 Revisions /Insertions /Deletions: 1. Proposal Form—Select Replacement The General Construction, Contract A, proposal forms, pages 8 and 9 of 13 in the proposal package shall be replaced with the revised Contract A proposal forms noted with the revision date of Nov. 5, 2015 shown in the footer (2 pages at the end of the addendum). The quantities for items A5 and A6 have been increased. 2. Material replacement General Construction— see sheet C7. The continuous floor coating specified on Section A-A for the fluid containment area shall be the Resinous Flooring as specified in Section 09672, or approved equal. The area for the fluid containment is separate from the General Construction Item Alt 1. Alt 1 is for the all areas but the fluid containment room. 3. Conduit—Electrical Contract A spare 4" conduit has been installed from outside the curb at the utility building to within the utility building (with the main electric service). The EC may use this conduit for installation of the proposed electric service. The EC shall be responsible to locate the conduit in the field. The EC shall also be responsible for all work required for the installation of another conduit for the electric service cables. ADDENDUM NO. 1 - Page 1 of 5 ADDENDUM NO. 1 J Clarifications/Questions: Question 1: Section A-A- on dwg. C7 shows a masonry wall enclosure for the Fluid Storage Room, can you provide more info. including masonry spec. and details on actual height and impact on the exterior wall configuration. Response ].- A :A CMU wall is not required in this area. The fluid containment is achieved by dropping the concrete floor and installing a concrete curb. See drawings SI and S3 for details. Question 2: The quantities on the bid form do not match quantities on drawings for the sidewalk and 8" slab aprons. Response 2: See # 1, Proposal Form—Select Replacement. Question 3: Need a spec for the Nitro Floor coating at the Drum Storage floor area. Response 3: The floor coating for the fluid containment room as specified in Section 09672, or approved equal. Question 4: Need a spec for roof ice guard system Response 4: The roof ice guard system shall be S-5! ColorGard Snow Retention system (www.s-5.com) or approved equal. The color shall match the roof color and the system shall be installed as per the manufacturer's written instructions. Question 5: Dwg. C8 shows stairs with grating going up to the waste oil tank, but no specs. Is Contract A- GC responsible for this item? Response 5: The waste oil tank is integral to the building heating systems and is included in the HVAC Item B2. The HVAC Contractor supplying and installing the tank shall also supply and install the stairs, which shall be by the same manufacturer as the waste oil tank (Containment Solutions). ADDENDUM NO. 1 - Page 2 of 5 ADDENDUM NO. 1 Question 6: Spec section calls for shelving in the Janitors and Storage rooms, these rooms are not shown on the plans. Please clarify scope. Response 6: Delete references to shelving in the Janitor's and Storage rooms. Question 7: Do the 2 office closets get shelves and rods? Response 7: Yes. The GC shall supply and install wire shelves and metal rods in the office closets. Question 8: How high are the walls going to be framed for all the interior rooms? Response 8: Unless otherwise noted on the plans, the hydraulic room, parts storage, break room, shower, bathrooms utility room and offices shall have interior walls as shown in Section 2 on sheet S3 (10'-0"plate height). Question 9: The only area that is a mezzanine is above the Parts Storage? Response 9: No. The equipment area shall be above all rooms with ceiling joists as shown on sheet S3. Question 10: The plans do not show the required depth of the new pools, please clarify. Response 10: Based on the quantity of 30 vertical feet for five separate pools, each pool shall be 6 feet of effective depth. Question 11: No details for water service, valves and how it's going to be reduced. Is this all part of the plumbing contract or does the GC own part of the water service. Response 11: The water service is identified in the Plumbing Contract bid Item C3. ADDENDUM NO. 1 - Page 3 of 5 ADDENDUM NO. 1 1 Question 12: Cannot find new contour grades for outside the building. Response 12: See sheet C5 for proposed contours. Question 13: Can you clarify exactly what type of glazing will be required for all the man doors ( elev 1), the spec is vague? Response 13: The glazingfor the doors with elevation 1 shall be I" insulated laminated glass. End of Addendum Number 1 ADDENDUM NO. 1 - Page 4 of 5 i ADDENDUM NO. 1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person, firm or corporation making this Proposal: C o,s - c- YY)e�en c&- 3--n c . (Contractor) S. UAo,"kor, (Title) P.O. Address: ?.'D. -bo* 107 �o u r�� t3CaG� Ny 117 S --- - Phone No.: 6?3 - 7q o o-1 Dated: /S� The full names and address of all persons interested in the Proposal or principals are as follows: Name Address o 90�, Sa���7'-P- 11-7 I �a \c Vii.Ol�lav��rnn_\I'ICSH reS l7 0. �aX 9137, Sovr�ck --P-)0 Car+�r�el 0'1�-�1��, See�r�-��y '�.O• �Uo� q��, So��nd h3ect,�� N� 117g�/ ADDENDUM NO. 1 - Page 5 of 5 VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: /I - 02 I d 3 OR SOCIAL SECURITY#: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: /90 STATE FILED: 1IP(c) \ydc If a non-publicly owned Corporation: CORPORATION NAME: 7�D land,s �5 le e-&L ��@ . LIST PRINCIPAL STOCK,_HOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE :zo , V4 P/vs( ' mase®vvvavvomvmvvmeamvvvvvvvv®vveve®®e©emm®soamoavveo®emvmvmvmmvvmmeaaa®®aevvve®® If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 13 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: L�e p-& Pkc.GC CONTACT: J Je0?4eel 6*c/( �>"Stcle/14- TELEPHONE: FAX: q�- E-MAIL: .Seed cli'e it %d S e e� ONLY if different MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 13 VENDOR NAME: o �r�✓�S �rP C ale ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows-please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on , DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DIS FY BIDDER. AUT RIZED SIGNATURE Proposal Package 5 of 13 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing t ' id, under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Si Latu�re&Commpa Position / S nllP,r� !eag - �GZI SiCr Q ';4 20IS Type Paine&Company Posits/on Company Name LIC NANCY PETRAGLIA Date Signed Notary Public,State of New York �/ a No.01PE4669597 e�/ / O 7�J Qualified in Suffolk County Federal I.D Number Commission Expires October 31, p�() Proposal Package 6 of 13 THE PROPOSAL FORM Highway Maintenance Garage and Site Improvements VENDOR NAME: DLA7 o� "S VENDOR ADDRESS: 367 fY4 ;9 ke,404 TELEPHONE NUMBER: �3/� �y�- �� k-() FAX: &3/- fid? - (v 3 � 2— The The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Addendum No. Dated /l !,.-I IS Proposal Package 7 of 13 Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LIMA#:13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AM T BID QUANTITY (Fill in Unit Price Wratten in Words) DOLLARS CENTS DOLL CENTS General Conditions&Site Mobilization Al 1 for /LS Dollars Cents Site Preparation and Removals A2 1 for /LS Dollars Cents A3 Unclassified Excavation&Grading 1 for /LS Dollars C is Building Construct A4 1 for /LS Dollars Cents 8"Thic einforced Exterior Concrete Slab A5 4,000 for /SF Dollars Cents '-d 0 4"Thick Concrete Sidewalk p A6 340 /SF Dollars Cents x CQ Concrete Curb 00 A7 70 0 for ~' /LF w Dollars Cents Highway Maintenance Garage and Site Improvements Contract A-General Construction Itemized Proposal for: Town of Southold Highway Department LKMA#.13108.000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT B QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS Septic System A8 1 for /LS Dollars Cents Drainage System A9 30 for NF Dollars Cents A10 375 8"ADS Drainage Pipe for /LF Dollars Cents TOTAL BASE BID Items(Add All Items) Dollars WRITTEN IN WORDS Cents (Numerically) Alt 1 Resinous Flooring b 1 0 C for /LS w Dollars Cents "d NOTE: Th own of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or n in in fter award of the bid. va cv 0 w Highway Maintenance Garage and Site Improvements Contract 13-HVAC Itemized Proposal for- Town of Southold Highway Department LKMA#:13108 000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLAR CENTS General Conditions&Site Mobilization B1 1 for /LS Dollars Cents B2 Building Heating,Cooling and Ventilation Systems 1 for /LS Dollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) WRITTEN IN WO S NOTE: The Town of Southold reserves the right to increase,decrease eliminate in its entirety any or all items prior to or after award of the bid. 'b o _ 0 y b Sy C1 x m as 0 0 -n w Highway(Maintenance Garage and Site Improvements Contract C-Plumbing Itemized Proposal for: Town of Southold Highway Department LKMA#:13108000 ITEM NO ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED A NT BID QUANTITY (Fill in Unit Price Written In Words), DOLLARS CENTS DO RS CENTS General Conditions&Site Mobilization C1 1 for AS Dollars Cents Gas Service C2 1 for S Dollars Cents Water Service C3 1 for /LS Dollars Cents Bwldin lumbmg Systems C4 1 for /LS ollars Cents TOTAL BID Items(Add All Items) Dollars Cents (Numerically) b WRITTEN IN WORDS o o NOTE: The Town of old reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or after awof the bid. 'U w x w «o CD0 M Highway Maintenance Garage and Site Improvements Contract D-Electrical Itemized Proposal for: Town of Southold Highway Department LKMA#:13108.000 ITEM NO. ESTIMATED DESCRIPTION OF ITEM UNIT BID PRICE EXTENDED AMOUNT BID QUANTITY (Fill in Unit Price Written in Words) DOLLARS CENTS DOLLARS CENTS General Conditions&Site Mobilization D1 1 _ y./ for Ie ia/�(,tSllg4 bbl -719 (�G11-�5 /LS 10�00D lot 0dZ� ® . Dollars Cents Underground Electric Service D2 for_'MY R R/y 710 e-,e#A /LS 30 000 J Dollars Cents Fiber Optic Line D3 1 for /a1� '716 d(,d71 S6�/!� 0�I/�ILS�J C�/1 /LS Dollars Cents ��//� Ju-ild�/ing Electrical&Communication Syste s Q// -7 D4 1 04U(ll/1�L""�'( b'-tL sTjt 7�( sq, ' 66 r for .S@ UCh rir 6G .IAA l YYv /LS Dollars Cents D5 Building Fire Alarm Systems 1 _ dD for /WP4�1 ,S2(/t�'J #74"WL�nd wv l�t(ndjC � �7�26� 02 7j 2, 7)o c � TOTAL BID Items(Add All Items) Dollars Cents ell cL W a,-2Cr SPvew7J TW41 ?Xruxf plc( !-n d Y?OV 2 A117 dAJd b 01414.4-t lVo e -,a 7� ���a� g 6t7 Dollars Cents (Numerically) WRITTEN IN WORDS x m oa CD NOTE: The Town of Southold reserves the right to increase,decrease,or eliminate in its entirety any or all items prior to or t� after award of the bid. 0 ry w AUTHORIZED SIGNATURE PRINT NAME TITLE �/CP 9(-Jell 7 4- DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF �1���1/� ) ss.: On the day of "Xar/erlMbe-iC— in the year 2014 before me, the undersigned, personally appeared, i'Pu 6 , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOT AR UBLIC NANCY PETRAGLIA Notary Public, State of New York No.01 PE4669597 Qualified in Suffolk County Commission Expires October 31. aol Proposal Package 13 of 13 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: A Corporation // A Partnership or Entity FIRM NAME: �7v1/P7?d�Se �C�� An Individual PRINCIPAL OFFICE: 307 saAW,0 die,lu-c beep PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? �v 2. You normally perform what percent of the work with your own forces? ov % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? //6 . If so,note where and why. U 4. Are there any claims,judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers?If yes,please provide details. QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years?If yes,please provide details. 0'U 0 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone# Telephone# Amount Completion % of Work QS-2 9 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? YAPS 10. Bank References: 11. Trade Association Membership: See �6'C�'�-� 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations?If yes, when?What was the outcome of the investigation? A/0 QS-3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF ) COUNTY OF -- ) Ae hedl e!d!//ea being duly sworn deposes and says that he is the pKe r�aleft-t of d �W l t -*ZO—(? _ contractor and that answers to the foregoing questions 11 statements therein contained are true and correct. ignature of pers who signed bid) Sworn to before methis day of)96Y- 2015' Notary Public Commission Expiration Date: NANCY PETRAGLIA Notary Public,State of New York No.01 PE4669597 Qualified in Suffolk County Commission Expires October 31, d�g QS-4 L.K. MCLEANASSOCIATES, P.C. LKAIA CONSULTING ENGINEERS 437 South Country Road, Brookhaven,N.Y. 11719 Phone (631) 286-8668 Fax (631) 286-6314 %X To: AII'Recipients From: Matthew Jedlicka Co: Pages: 8 (including coversheet) Fax: Date: November 6, 2015 r Re: Town of Southold CC: Highway Maintenance Garage and Site Improvements Addendum No. 1 X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle • Comments Once you have received this please check the box and fax back to (631) 286-6314. Please include a copy of this form with your bid submission. Thank you for your cooperation. J I have received Addendum No. 1 regarding the Maintenance Building and ✓✓ �� Site Improvements. Company Name: eolons Authorized Signature: Date: /l 4 11-V ADDENDUM NO. 1 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS TO: ALL Contractors FROM: L.K. McLean Associates,P.C. DATE: November 6, 2015 Acknowledge receipt of this Addendum No. 1 by filling out and signing the attached form. The signed Addendum shall be attached to the Form of Bid. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows: Addendum Number 1 Revisions/Insertions/Deletions: 1. Proposal Form—Select Replacement The General Construction, Contract A, proposal forms, pages 8 and 9 of 13 in the proposal package shall be replaced with the revised Contract A proposal forms noted with the revision date of Nov. 5, 2015 shown in the footer (2 pages at the end of the addendum). The quantities for items A5 and A6 have been increased. 2. Material replacement General Construction — see sheet C7. The continuous floor coating specified on Section A-A for the fluid containment area shall be the Resinous Flooring as specified in Section 09672, or approved equal. The area for the fluid containment is separate from the General Construction Item Alt 1. Alt 1 is for the all areas but the fluid containment room. 3. Conduit—Electrical Contract A spare 4" conduit has been installed from outside the curb at the utility building to within the utility building (with the main electric service). The EC may use this conduit for installation of the proposed electric service. The EC shall be responsible to locate the conduit in the field. The EC shall also be responsible for all work required for the installation of another conduit for the electric service cables. ADDENDUM NO. 1 - Page 1 of 5 ADDENDUM NO. 1 Clarifications/ Questions: Question l: Section A-A- on dwg. C7 shows a masonry wall enclosure for the Fluid Storage Room, can you provide more info. including masonry spec. and details on actual height and impact on the exterior wall configuration. Response L- A CMU wall is not required in this area. The fluid containment is achieved by dropping the concrete floor and installing a concrete curb. See drawings SI and S3 for details. Question 2: The quantities on the bid form do not match quantities on drawings for the sidewalk and 8" slab aprons. Response 2: See # 1, Proposal Form—Select Replacement. Question 3: Need a spec for the Nitro Floor coating at the Drum Storage floor area. Response 3: The floor coating for the fluid containment room as specified in Section 09672, or approved equal. Question 4: Need a spec for roof ice guard system Response 4: The roof ice guard system shall be S-5! ColorGard Snow Retention system (www.s-5.com) or approved equal. The color shall match the roof color and the system shall be installed as per the manufacturer's written instructions. Question 5: Dwg. C8 shows stairs with grating going up to the waste oil tank, but no specs. Is Contract A- GC responsible for this item? Response 5. The waste oil tank is integral to the building heating systems and is included in the HVAC Item B2. The HVAC Contractor supplying and installing the tank shall also supply and install the stairs, which shall be by the same manufacturer as the waste oil tank (Containment Solutions). ADDENDUM N0. 1 - Page 2 of 5 ADDENDUM NO. 1 Question 6: Spec section calls for shelving in the Janitors and Storage rooms, these rooms are not shown on the plans. Please clarify scope. Response 6: Delete references to shelving in the Janitor's and Storage rooms. Question 7: Do the 2 office closets get shelves and rods? Response 7: Yes. The GC shall supply and install hire shelves and metal rods in the office closets. Question 8: How high are the walls going to be framed for all the interior rooms? Response 8: Unless otherwise noted on the plans, the hydraulic room, parts storage, break room, shower, bathrooms utility room and offices shall have interior walls as shown in Section 2 on sheet S3 (10'-0"plate height). Question 9: The only area that is a mezzanine is above the Parts Storage? Response 9: No. The equipment area shall be above all rooms with ceiling joists as shown on sheet S3. Question 10: The plans do not show the required depth of the new pools, please clarify. Response 10 Based on the quantity of 30 vertical feet for five separate pools, each pool shall be 6 feet of effective depth. Question 11: No details for water service, valves and how it's going to be reduced. Is this all part of the plumbing contract or does the GC own part of the water service. Response 11: The water service is identified in the Plumbing Contract bid Item C3. ADDENDUM NO. I - Page 3 of 5 ADDENDUM NO. 1 Question 12: Cannot find new contour grades for outside the building. Response 12: See sheet C5 for proposed contours. Question 13: Can you clarify exactly what type of glazing will be required for all the man doors ( elev 1), the spec is vague? Response 13: The glazing for the doors with elevation I shall be 1" insulated laminated glass. End of Addendum Number 1 ADDENDUM NO. 1 - Page 4 of 5 ADDENDUM NO. 1 The undersigned hereby acknowledges receipt of the following Addenda: Addendum No. Dated 1 11-6-2015 Signature of person, firm or corporation making this Proposal: o Is decAtz' -(I C . (Contractor) -��-(-CphPirl a�Te+,t- (Title) �k Si �n P.O. Address: �� -s ig ( -Pg'I aJ Phone No.: Dated: The frill names and address of all persons interested in the Proposal or principals are as follows: Name Address 9?- '1�,4,� (J, ADDENDUM NO. 1 - Page 5 of 5 0 D!I A I /®\ R A N✓ 307• •rye• ��L(EAN AVENUE CTHIC II�Y . DEER PARK, NSUBURE W YORK 11729 Innovative Electrical Solutions Since 1953 Tel 631 242 8080 1 Fax 631.242.6392 www.rolandselectric.com CURRENT PROJECTS UNDER CONSTRUCTION PROJECT LOCATION: Hauppauge Sewer District PROJECT DESCRIPTION: New Sewage Treatment Plant-Motor Controls Center, Controls Instrumentation, Lighting &Power APPROXIMATE VALUE: $5,840,000.00 CONTRACT WITH: Posillico Civil, Inc. CONTACT&PHONE: Chris Mauro @ 631-249-1872 PROJECT LOCATION: SUNY Stony Brook PROJECT DESCRIPTION: Mechanical Upgrades APRROXIMATE VALUE: $665,210.00 CONTACT WITH: Framan Mechanical CONTACT& PHONE: Salvatore Federico @ 732-661-0001 PROJECT LOCATION: Manhasset-Lakeville Water District PROJECT DESCRIPTION: Wellhead Treatment of Nitrate Removal APPROXIMATE VALUE: $226,000.00 CONTRACT WITH: Manhasset-Lakeville Water District CONTACT&PHONE: 142M Group-John Collins @ 631-756-8000 PROJECT LOCATION: Nassau University Medical Center PROJECT DESCRIPTION: Labor and Delivery 3`d Floor APPROXIMATE VALUE: $528,165.00 CONTRACT WITH: Nassau Health Care Corp. CONTACT&PHONE: Karin Walso @ 516-572-6035 PROJECT LOCATION: Jones Beach PROJECT DESCRIPTION: Changing Station APPROXIMATE VALUE: $40,457.00 CONTRACT WITH: American Pump &Tank CONTACT: Dean Gregorio @ 516-221-0784 PROJECT LOCATION: Oceanside Fire District PROJECT DESCRIPTION: Additions&Alterations to Headquarters APPROXIMATE VALUE: $296,7000.00 CONTRACT WITH: Oceanside Fire District CONTACT&PHONE: H2M Group Kevin Medler @ 631-756-8000 b PROJECT LOCATION: Nassau University Medical Center PROJECT DESCRIPTION: Medical Records Relocation APPROXIMATE VALUE: $198,100.00 CONTRACT WITH: NuHealth CONTACT&PHONE: Fara Tabaei @ 516-572-6035 PROJECT LOCATION: Nassau University Medical Center PROJECT DESCRIPTION: Cath Lab Feeders APPROXIMATE VALUE: $56,000.00 CONTRACT WITH: Stalco Construction CONTACT: Harold Roberts @ 631-254-6767 PROJECT LOCATION: Eastport- South Manor UFSD PROJECT DESCRIPTION: High School Lighting Retro-fit APPROXIMATE VALUE: $197,840.00 CONTRACT WITH: Johnson Controls CONTACT: Eric J Moore @ 516-822-0490 PROJECT LOCATION: Eastport- South Manor UFSD PROJECT DESCRIPTION: South Street School Lighting Retro-fit APPROXIMATE VALUE: $22,500.00 CONTRACT WITH: Johnson Controls CONTACT: Eric J Moore @ 516-822-0490 PROJECT LOCATION: Eastport- South Manor UFSD PROJECT DESCRIPTION: Eastport School Lighting Retro-fit APPROXIMATE VALUE: $67,150.00 CONTRACT WITH: Johnson Controls CONTACT: Eric J Moore @ 516-822-0490 PROJECT LOCATION: Eastport- South Manor UFSD PROJECT DESCRIPTION: Dayton Ave. School Lighting Retro-fit APPROXIMATE VALUE: $22,500.00 CONTRACT WITH: Johnson Controls CONTACT: Eric J Moore @ 516-822-0490 PROJECT LOCATION: AMC Fantasy 5 Theatre PROJECT DESCRIPTION: Reseating Remodel APPROXIMATE VALUE: $203,000.00 CONTRACT WITH: EW Howell Co., Inc. CONTACT&PHONE: Travis Salvo @ 516-921-7100 PROJECT LOCATION: NSUH Franklin Hospital PROJECT DESCRIPTION: Orzac Emergency Electrical Distribution Upgrades APPROXIMATE VALUE: $319,275.00 CONTRACT WITH: Franklin Hospital CONTACT&PHONE: Chris Clemente @ 631-760-2870 ,#7 IRIFOLAND`'S LiL,ECTLR!1C ZINC,. 307 SUBURBAN AVENUE �T DEER PARK, NEW YORK 11729 Innovative Electrical Solutions Since 1953 Tel.631.242.8080 1 Fax 631.242.6392 www.ro l a n d s e l e ct ri c.co m RECENTLY COMPLETED PROJECT REFERENCES PROJECT LOCATION: North Shore University Hospital PROJECT DESCRIPTION: Multi Story Renovation and Addition APPROXIMATE VALUE: $2,800,000.00 CONTRACT WITH: Axis Construction CONTACT&PHONE: Frank Piccirillo @ 516-924-9056 PROJECT LOCATION: SUNY Stony Brook-Life Science Bldg. PROJECT DESCRIPTION: 1250KW Generator,EM Distribution&Associated Feeders APPROXIMATE VALUE: $1,389,000.00 CONTRACT WITH: State University Construction Fund CONTACT&PHONE: Earnest Stigi @ 518-689-2500 PROJECT LOCATION: South Country CSD PROJECT DESCRIPTION: Security/CCTV APPROXIMATE VALUE: $4,500,000 CONTRACT WITH: South Country CSD CONTACT&PHONE Wiedersum Associates @ 631-434-7900 Rick Wiedersum PROJECT LOCATION: SUNY Farmingdale—Nathan Hale, Sinclair&Whitman Halls PROJECT DESCRIPTION: 100,000 Square Ft. Electrical Renovation Includes Science Lab APPROXIMATE VALUE: $3,800,000.00 CONTRACT WITH: E.W. Howell CONTACT&PHONE: Steve Polcer @ 516-921-7100 PROJECT LOCATION: Roosevelt UFSD PROJECT DESCRIPTION: Roosevelt High School Reconstruction Project APPROXIMATE VALUE: $12,500,000.00 CONTRACT WITH: Roosevelt UFSD CONTACT: Judy Richards @ 716-773-6800 PROJECT LOCATION: Manorville Community Ambulance Headquarters Building PROJECT DESCRIPTION: Electrical and Fire Alarm Work APPROXIMATE VALUE: $915.550.00 ' CONTRACT WITH: Town of Brookhaven CONTACT: DanTanzi-H2M @ 631-756-8000 I r PROJECT LOCATION: SUNY Old Westbury PROJECT DESCRIPTION: New Construction of Police Station APPROXIMATE VALUE: $408,000.00 CONTRACT WITH: Aldco Construction CONTACT&PHONE: John Martirano @ 631-589-5599 PROJECT LOCATION: North Hempstead Community Center-New Cassel PROJECT DESCRIPTION: New Construction of 58,000 Square Ft. Community Center. Includes Generator and Photovoltaic Systems APPROXIMATE VALUE: $2,800,000.00 CONTRACT WITH: Racanelli Construction CONTACT&PHONE: Ron Whelan @ 516-454-1010 PROJECT LOCATION: Stony Brook University Hospital PROJECT DESCRIPTION: Comprehensive Emergency Program- Addition to Stony Brook Hospital-Core & Shell APPROXIMATE VALUE: $370,000.00 CONTRACT WITH: Construction Consultants/LI CONTACT&PHONE: Eric Baumack @ 631-737-6605 PROJECT LOCATION: Nassau University Medical Center PROJECT DESCRIPTION: 19t'Floor Build Out APPROXIMATE VALUE: $776,280.00 CONTRACT WITH: Nassau Health Care Corp. CONTACT&PHONE: Karin Waslo @ 516-572-6035 PROJECT LOCATION: Nordstrom-Roosevelt Field Mall PROJECT DESCRIPTION: Interior Renovation APPROXIMATE VALUE: $1,800,000.00 CONTRACT WITH: IBEX CONTACT&PHONE: Frank Revesi @ 212-703-3750 PROJECT LOCATION: Canon-Melville PROJECT DESCRIPTION: Canon Americas Headquarters Project APPROXIMATE VALUE: $1,000,000.00 CONTRACT WITH: Turner Construction CONTACT&PHONE: Sal Diana @ 212-229-6000 PROJECT LOCATION: Zara-Roosevelt Field Mall PROJECT DESCRIPTION: Interior Renovation APPROXIMATE VALUE: $935,000.00 CONTRACT WITH: Richter&Ratner Contracting Corp. CONTACT&PHONE: John Babashak @ 718-497-1600 O�AND S LE-LIE0 307 SUBURBAN AVENUE CTLR`ICII�V� - . DEER ARK, NEW YORK 11729 Innovative Electrical Solutions Since 1953 Tel. 631.242.8080 1 Fax 631 242.6392 www.rolandselectric.com EXECUTIVE/EMPLOYEE PROFILE STEPHEN CADIEUX-PRESIDENT 38 years experience in the electrical contracting industry. Responsibilities with Roland's Electric include but are not limited to all facets of management, bidding, supervision and project management. ROBERT MAUCHAN—EXECUTIVE VICE PRESIDENT 38 years experience in the electrical contracting industry with Roland's Electric. Responsibilities include but are not limited to all facets of management, bidding, supervision and project maintenance. LISA D. KILTHAU- CORPORATE SECRETARY/TREASURER, CONTROLLER 30 years experience with Roland's Electric with responsibilities including but not limited to supervision of the entire Accounting Department, all banking functions, cash flow analysis,P/L analysis, G/L through trial balance, sales tax and quarterly payroll tax reporting. Overall 34 years of experience in accounting field. ROBERT BIELAWSKI-VICE PRESIDENT 33 years experience in the electrical contracting industry with Roland's Electric.Responsibilities including but not limited to supervision, estimating and project maintenance. JUSTIN GALLO, CHST—ESTIMATOR/PROJECT MANAGER 22 years experience in the electrical field including field work,estimating,project management, and safety. JOSEPH BUONASERA 25 years of experience in the electrical industry including installation,procurement, project management and estimating. EDWARD ROWLES -ESTIMATOR/PROJECT MANAGER 19 years experience in the electrical contracting field including estimating,project maintenance, as well as prior project management. L® . NDS - � FOS `� ' 307 SUBURBAN AVENUE LIL(Ep I ,RIC ZINC`. • DEER PARK, NEW YORK 11729 Innovative Electrical Solutions Since 1953 Tel.631.242.8080 1 Fax 631.242.6392 www.rolandselectric.com TO WHOM IT MAY CONCERN The following is a list of credit references for Roland's Electric, Inc. Banking References: • Operating Account Astoria Bank 300 East Main St Bay Shore,NY 11706 Contact: Sharon Hamlin-Branch Manager Tel 631-665-6602 • Line of Credit: $2,000,000 Astoria Bank One Jericho Plaza Jericho,NY 11753 Contact: Andrew Cameron-Vice President Te1516-281-3709 Vendor References: • GEXPO Supply 330 South Service Rd. Melville,NY 11747 Contact: Kenneth Heintze (631) 755-4900 • CMT Lighting Co., Inc. 1460 North Clinton Avenue Bayshore,NY 11706 Contact: Dawn Bullenkamp (631) 666-1666 • Schwing Electric 122 Allen Boulevard Farmingdale,NY 11735 Contact: Charles Schwing (516) 391-3330 If we can be of further assistance,please do not hesitate to contact us. JOINT APPRENTICESHIP 370 Motor Parkway andcga Hauppauge, NY 11788 TRAINING COMMITTEE (631) 434-3939 Fax: (631)434-3991 for the OF NASSAU www.li4atc.org &SUFFOLK COUNTIES February 3, 2015 Roland's Electric, 307 Suburban Avenue Deer Park, NY 11729 Attn: S. Cadieux, Pres. Dear Mr. Cadieux: Please be advised that because you are signatory in good standing to the Collective Bargaining Agreement between Local Union No. 25, I.B.E.W. and the National Electrical Contractors Association you are entitled to hire apprentices through the Joint Apprenticeship and Training Committee electrical apprenticeship program. Our apprenticeship is a registered New York State Apprenticeship Program. If at any time you have need to provide proof that the apprentices in your employ are part of a New York State registered apprenticeship program, we will be happy to provide you with a copy of their AT-401 (New York State Apprenticeship Agreement). Sincerely, JOINT APPRENTICESHIP AND TRAINING COMMITTEE Christopher E. Kelly Training Director CEKIcg "Proud of our role in building a betterAmerica" ROLAND'S ELECTRIC, INC. FINANCIAL STATEMENTS AND SUPPLEMENTAL INFORMATION YEARSENDED DECEMBER 31, 2014 AND 2013 BMKR,LLP Certified Public Accountants CONTENTS Page Independent Accountant's Report on Financial Statements 1 Financial Statements: Balance Sheets 2-3 Statements of Income and Retained Earnings 4 Statements of Cash Flows 5-6 Notes to Financial Statements 7-12 Supplemental Information: Accountant's Report on Supplemental Information 13 Schedules of Costs of Revenues Earned 14 Schedules of Selling and Administrative Expenses 15 Schedules of Gross Profit 16 Schedule of Incomplete Contracts 17 BMKR,LLP Certified Public Accountants BMKR,LLP Certified Public Accountants -Ni? K T 631293-5000 � 1200 Veterans Memorial Hwy.,Suite 350 F 631234-4272 MIR Hauppauge,New York 11788 www.bnikr.com Thomas G.Kober,CPA Charles W.Blanchfield,CPA(Retired) Alfred M.Rizzo,CPA Bruce A.Meyer,CPA(Retired) Joseph Mortimer,CPA INDEPENDENT ACCOUNTANT'S REVIEW REPORT To Shareholders Roland's Electric, Inc. We have reviewed the accompanying balance sheets of Roland's Electric, Inc. as of December 31, 2014 and 2013 and the related statements of income and retained earnings and cash flows for the years then ended. A review includes primarily applying analytical procedures to management's financial data and making inquiries of management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion. Management is responsible for preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair presentation of the financial statements. Our responsibility is to conduct the review in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. Those standards require us to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. Hauppauge, New York March 17, 2015 Member American Institute of Certified Public Accounts Member Public Company Accounting Oversight Board ROLAND'S ELECTRIC,INC. BALANCE SHEETS DECEMBER 31, ASSETS 2014 2013 CURRENT ASSETS: Cash and cash equivelents $ 2,729,636 $ 2,793,348 Certificate of deposit 173,177 172,831 Contract receivables 5,876,357 5,568,867 Costs and estimated earnings in excess of billings on incomplete contracts 424,413 251,788 Inventory-work in process 405 18,513 Prepaid expenses 215,651 169,795 Miscellaneous receivable 1,478 45,099 TOTAL CURRENT ASSETS 9,421,117 9,620,241 PROPERTY AND EQUIPMENT: Cost 3,069,627 3,020,892 Less: accumulated depreciation (2,804,011) (2,736,706) TOTAL PROPERTY AND EQUIPMENT 265,616 284,186 OTHER ASSETS: Loan Receivable- Stockholder - 86,299 Cash Surrender Value-Life Insurance 103,222 96,455 TOTAL OTHER ASSETS 103,222 182,754 TOTAL ASSETS $ 9,789,955 $ 9,487,181 Page 2 BMKR,LLP Certified Public Accountants LIABILITIES AND STOCKHOLDER'S EQUITY 2014 2013 CURRENT LIABILITIES: Accounts payable $ 1,459,428 $ 744,177 Billings in excess of costs and estimated earnings on incomplete contracts 1,050,940 775,921 Payroll taxes payable 86,472 197,089 Accrued expenses 113,568 113,539 Distribution payable 54,595 328,220 Income taxes payable 300 300 TOTAL CURRENT LIABILITIES 2,765,303 2,159,246 TOTAL LIABILITIES 2,765,303 2,159,246 CONTINGENCIES & COMMITMENTS STOCKHOLDER'S EQUITY: Common stock:No par value; 200 shares authorized; 10 shares issued and outstanding 100,000 100,000 Retained earnings 6,924,652 7,227,935 TOTAL STOCKHOLDER'S EQUITY 7,024,652 7,327,935 TOTAL LIABILITIES AND STOCKHOLDER'S EQUITY $ 9,789,955 $ 9,487,181 See independent accountant's review report and notes to financial statements. Page 3 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC,INC. STATEMENTS OF INCOME AND RETAINED EARNINGS FOR THE YEARS ENDED DECEMBER 31, 2014 2013 CONTRACT REVENUES EARNED $ 18,303,956 $ 22,982,327 COSTS OF REVENUES EARNED 15,159,572 18,862,841 GROSS PROFIT 3,144,384 4,119,486 SELLING AND ADMINISTRATIVE EXPENSES 2,673,802 3,113,158 INCOME FROM OPERATIONS 470,582 1,006,328 OTHER INCOME AND (EXPENSE): Interest income 8,519 22,271 Other income 15,319 2,105 Miscellaneous 3,797 6,556 TOTAL OTHER INCOME (EXPENSE) 27,635 30,932 INCOME BEFORE TAXES 498,217 1,037,260 PROVISION FOR INCOME TAXES: New York State franchise tax 1,500 6,015 NET INCOME 496,717 1,031,245 RETAINED EARNINGS: Balance,January 1 7,227,935 7,922,717 Distributions (800,000) (1,726,027) Balance, December 31 $ 6,924,652 $ 7,227,935 See independent accountant's review report and notes to financial statements. Page 4 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC,INC. STATEMENTS OF CASH FLOWS FOR THE YEARS ENDED DECEMBER 31, 2014 2013 CASH FLOWS FROM OPERATING ACTIVITIES: Net income $ 496,717 $ 1,031,245 Adjustments to reconcile net income to net cash provided by operating activities: Depreciation 67,304 68,841 Bad debt expense - 403,522 Accrued interest income - (17,202) (Increase)decrease in: Contract receivables (307,490) 1,201,934 Costs and estimated earnings in excess of billings on incomplete contracts (172,625) 820,941 Inventory-work in process 18,108 (4,774) Prepaid expenses (45,856) (47,996) Miscellaneous receivables 43,621 (132) Increase(decrease)in: Accounts payable 715,251 (1,501,476) Billings in excess of costs and estimated earnings on incomplete contracts 275,019 (227,145) Payroll taxes payable (110,617) 12,509 Accrued expenses 29 (175,297) NET CASH FLOWS PROVIDED BY OPERATING ACTIVITIES (carried forward) $ 979,461 $ 1,564,970 See independent accountant's review report and notes to financial statements. Page 5 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC,INC. STATEMENTS OF CASH FLOWS FOR THE YEARS ENDED DECEMBER 31, 2014 2013 CASH FLOWS PROVIDED BY OPERATING ACTIVITIES (brought forward) $ 979,461 $ 1,564,970 CASH FLOWS FROM INVESTING ACTIVITIES: Purchase of property and equipment (48,735) (80,768) Investment in life insurance (6,766) (96,455) Investment in certificate of deposit (346) (865) NET CASH FLOWS (USED IN) INVESTING ACTIVITIES (55,847) (178,088) CASH FLOWS FROM'FINANCING ACTIVITIES Payment of shareholder loan 86,299 - Distributions (1,073,625) (1,269,170) NET CASH FLOWS (USED IN) FINANCING ACTIVITIES (987,326) (1,269,170) NET INCREASE IN CASH AND CASH EQUIVALENTS (63,712) 117,712 CASH AND CASH EQUIVALENTS AT BEGINNING OF YEAR 2,793,348 2,675,636 CASH AND CASH EQUIVALENTS AT END OF YEAR $ 2,729,636 $ 2,793,348 SUPPLEMENTARY DISCLOSURES OF CASH FLOW INFORMATION: Cash paid during the year for: Income Taxes $ 1,500 $ 6,015 Page 6 BMKR,LLP Certified Public,Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 31, 2014 AND 2013 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES a. NATURE OF BUSINESS The Company is an electrical subcontractor performing installation services for properties located primarily in Nassau and Suffolk Counties of Long Island, New York. Work is performed primarily under fixed price contracts and a cost plus basis. In addition, the Company provides maintenance services on an as needed basis. b. REVENUE AND COST RECOGNITION Income from construction contracts is recognized by the "percentage-of-completion" accounting method. The percentage of completion is determined by relating the cost of work performed to date to the current estimated total costs on the respective contracts. Revenue from time-and-material contracts is recognized currently as work is performed. Contract costs include all direct material and labor costs and those indirect costs related to contract performance, such as indirect labor, supplies, tools, repairs and depreciation costs. Selling, general and administrative costs are charged to expense as incurred. Provisions for estimated losses on incomplete contracts are made in the period in which losses are determined. Changes in job performance,job conditions and estimated profitability may result in revisions to costs and income and are recognized in the period in which the revisions are determined. The asset, "costs and estimated earnings in excess of billings on incomplete contracts," represents revenues earned in excess of amounts billed. The liability, "billings in excess of costs and estimated earnings on incomplete contracts," represents billings in excess of revenues earned. In accordance with normal construction industry practice, the Company includes in current assets and liabilities amounts relating to construction contracts realizable and payable over a period in excess of one year. c. INVENTORIES Inventories are posted on the job costs as they are received and are included in the percentage of completion calculation. Maintenance, operating and office supplies are not inventoried. Work in process inventory consists of labor and material costs incurred on shorter duration unbilled jobs. d. PROPERTY, PLANT AND EQUIPMENT Property and equipment are carried at cost. Depreciation is provided principally on the declining-balance method over the estimated useful lives of the assets, which range from three to thirty years. The building is fully depreciated. Depreciation for income tax purposes is computed on an appropriate accelerated method. Page 7 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 31,2014 AND 2013 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (continued) e. PENSION PLAN The Company maintains a defined contribution pension plan which covers full-time non- union employees. (See note 8b.) f. INCOME TAXES The Company has elected by the consent of its stockholder to be taxed as an S Corporation for federal and state tax purposes. Under those provisions, the Company does not pay any federal or state corporate income taxes on its taxable income. Instead, the stockholder is liable for the federal and state income taxes on his respective share of the Company's taxable income. g. USE OF ESTIMATES Management used estimates and assumptions in preparing these financial statements in accordance with generally accepted accounting principles. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities, and the reported revenues and expenses. Actual results could vary from the estimates that were used. Significant estimates,used in preparing these financial statements include those assumed in computing profit percentages under the percentage of completion method and those used in depreciating the Company's equipment. It is at least reasonably possible that the estimates will change within the next year. h. RECLASSIFICATION Certain items have been reclassified at December 31, 2013 to conform to the presentation at December 31, 2014 . i. CONCENTRATION OF CREDIT RISK Financial instruments that potentially subject the Company to concentration of credit risk consist principally of cash equivalent accounts in financial institutions. The Company normally exceeds the Federal Deposit Insurance Corporation limit of$250,000 in the ordinary course of business. The Company has not experienced any loss to date as a result of this policy. j. CASH AND CASH EQUIVALENTS For purposes of the statement of cash flows, the Company considers all highly liquid debt instruments purchased with a maturity of three months or less to be cash equivalents. At December 31, 2014 and 2013, cash and cash equivalents included investments in money market mutual funds and certificates of deposit. These investments are also cash equivalents for purposes of the statement of cash flows. Page 8 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 31, 2014 AND 2013 2. CONTRACT RECEIVABLES 2014 2013 Contract receivables are summarized as follows: Contract receivables billed: Contracts in progress $ 4,738,699 $ 5,758,067 Retainage 830,168 1,416,256 5,568,867 $ 7,174,323 The Company's policy is to write off bad debts as they become uncollectible. Write offs for the year ended December 31, 2013 was $0 and $403,522, respectively.. Aging of accounts receivable at December 31, 2014 and 2013 is as follows: 2014 2013 Current $ 2,007,551 $ 957,557 31-60 days 909,052 1,018,244 61-90 days 1,090,229 948,682 Over 90 days 1,112,916 1,814,216 Retainage 756,608 830,168 Total $ 5,876,356 $ 5,568,867 3. COSTS AND ESTIMATED EARNINGS ON INCOMPLETE CONTRACTS 2014 2014 Costs incurred on incomplete contracts 17,549,277 $11,311,623 Estimated gross profit 2,990,171 1,361,338 20,539,448 12,672,961 Less: billings to date 21,165,975 13,197,094 $ 626,527 S-1524.133 Included in the accompanying balance sheet under the following captions: Costs in excess of billings on billings on incomplete contracts $ 424,413 $ 251,788 Billings in excess of costs and estimated earnings on incomplete contracts (1,050.940 (775,921) (626,527) (524,133) Page 9 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 319 2014 AND 2013 4. PROPERTY AND EQUIPMENT Property and equipment at December 31 are summarized as follows: 2014 2013 Land $ 25,000 $ 25,000 Building and improvements 1,061,839 1,056,838 Fixtures and equipment 786,934 711,704 Vehicles 1,195,854 1,184,992 3,069,627 3,020,892 Less: accumulated depreciation 2,804,011 2,736.706 Net property and equipment 265,61 284,186 Depreciation for the years ended 67 305 68 841 December 31, 5. STOCKHOLDER LOAN RECEIVABLE Loans due from stockholder bear interest at 4.5% and was due August 21, 2015. The balance receivable at December 31, 2014 and 2013 was $0 and $86,299, respectively. Interest income for the year ended December 31, 2014 and 2013, was $2,945 and $17,201, respectively. 6. INCOME TAXES The Company has elected "small business corporation" (S corporation) status for Federal and state tax purposes. An S corporation is in effect a conduit for its consenting stockholders; therefore all items of income, deduction and tax credit flow through to the stockholders and are not taxed at the corporate level, but at the stockholder level. The State of New York has a policy of taxing the Corporation based on certain payroll and sales levels. The Company has included an income tax provision of$1,500 and$6,015 for the years ended December 31, 2014 and 2013 respectively. The Company has no unrecognized tax benefits at December 31, 2014 and 2013. The Company's U.S. Federal and state income tax returns prior to 2010 are closed and management continually evaluates expiring statutes of limitations, audits, proposed settlements, changes in tax law and new authoritative rulings. Page 10 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 31, 2014 AND 2013 '6. INCOME TAXES (continued) The Company recognizes interest and penalties associated with uncertain tax positions as part of the income tax provision and would include accrued interest and penalties with the related tax liability in the consolidated balance sheets. There were no interest or penalties paid during 2014 and 2013. 7. RETIREMENT PLANS a. EMPLOYEES COVERED UNDER COLLECTIVE BARGAINING AGREEMENTS The Company contributes to various union administered defined benefit pension plans under collectively bargained agreements. Should these plans be terminated, the Company could be held responsible for a proportionate share of the unfunded actuarial present value of plan benefits at the termination date. The amount of such unfunded liability is unknown. Payments to the union, which includes pension contributions, amounted to $2,162,163 and $2,557,768 for the years ended December 31, 2014 and 2013, respectively. b. PROFIT SHARING PLAN The Company maintains a 401k plan on behalf of all non-union employees meeting eligibility requirements. The plan requires the Company to 100% of the first 3% of employee compensation and 50% of the next 2%. The Company's maximum contribution is 4%. The Company also pays certain legal and administrative expenses associated with the plan. The expense under the plan was $65,201 and $70,563 for the years ended December 31, 2014 and 2013, respectively. 8. LINE OF CREDIT The Company has a$2,000,000 secured line of credit with a bank expiring on May 31, 2015. Interest is payable monthly at the highest Wall Street Journal prime rate plus one-half percent. As of December 31, 2014 there are no outstanding balances. 9. COMMITMENTS AND CONTINGENCIES The Company is contingently liable to the surety under a general indemnity agreement. This agreement gives the surety rights and remedies in the event of the Company's non-compliance to contractual obligations. In the event the surety is required to make payments or take actions due to the Company's non-compliance to contractual obligations, certain contract receivables could serve as indemnification collateral to such surety. The Company believes that all contingent liabilities will be satisfied by their performance on the specific bonded contracts covered by the agreement. Page 11 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. NOTES TO FINANCIAL STATEMENTS DECEMBER 31, 2014 AND 2013 10. BACKLOG The following schedule summarizes,changes in backlog on contracts during the year ended December 31, 2014. Backlog represents the amount of revenue the Company expects to realize from work to be performed on uncompleted contracts in progress at year end and from contracts on which work has not yet begun. Backlog balance at December 31, 2013 $ 6,713,119 New contracts during the period 26,990,743 33,703,862 Less contract revenue earned during the year 18,303,956 Backlog balance at March, 2015 15,399,906 11. SUBSEQUENT EVENTS There are no material subsequent events which require disclosure as of March 17, 2015 which is the date the financial statements were available to be issued. Page 12 BMKR,LLP Certified Public Accountants SUPPLEMENTAL INFORMATION BMKR,LLP Certified Public Accountants - BMKR,LLP �,� Certified Public Accountants T 631293-5000 1200 Veterans Memorial Hwy.,Suite 350 F 631234-4272 Hauppauge,New York 11788 www.bmkr.com 1 l Thomas G.Kober,CPA Charles W.Blanchfield,CPA(Retired) Alfred M.Rizzo,CPA Bruce A.Meyer,CPA(Retired) Joseph Mortimer,CPA To the Stockholders and Board of Directors Roland's Electric, Inc. The accompanying supplemental information for the years ended December 31, 2014 and 2013 is presented only for additional analysis purposes and has not been subjected to the inquiry and analytical procedures applied in the review of the basic financial statements, but was compiled from information that is the representation of management, without audit or review. Accordingly, we do not express an opinion or any other form of assurance on the supplemental information. 8HK9/ L L i"' Hauppauge,New York March 17, 2015 Member American Institute of Certified Public Accounts Member Public Company Accounting Oversight Board ROLAND'S ELECTRIC, INC. SCHEDULES OF COSTS OF REVENUES EARNED FOR THE YEARS ENDED DECEMBER 31, 2014 2013 Beginning inventory-work in process $ 18,513 $ 13,739 Materials 6,624,515 9,248,883 Direct labor 3,896,385 4,439,183 Indirect labor 336,781 335,105 Payroll taxes 398,487 515,544 Union fund 2,161,072 2,557,768 Insurance and welfare 518,700 663,702 Contracted labor 752,626 666,821 Trucking and job delivery 206,529 232,619 Building costs and utilities 84,825 90,039 Depreciation 67,304 68,841 Supplies 71,477 37,268 Miscellaneous 22,763 11,842 TOTAL AVAILABLE 15,159,977 18,881,354 Less: Ending inventory-work in process (405) (18,513) TOTAL COSTS OF REVENUES EARNED $ 15,159,572 $ 18,862,841 See independent accountant's report on supplemental information. Page 14 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC,INC. SCHEDULES OF SELLING AND ADMINISTRATIVE EXPENSES FOR THE YEARS ENDED DECEMBER 31, 2014 2013 SELLING EXPENSES: Estimating and sales salaries $ 1,016,437 $ 1,018,192 Sales salaries - - Payroll taxes 95,682 106,808 Travel and sales promotion 151,161 72,557 TOTAL SELLING EXPENSES 1,263,280 1,197,557 ADMINISTRATIVE EXPENSES: Officer's salary 468,043 664,500 Office salaries 298,340 285,259 Payroll taxes and benefits 290,781 308,279 Telephone 44,163 46,767 Professional fees 38,730 37,798 Computer expense 29,148. 23,173 Office expense 53,933 65,728 Contributions 6,780 6,370 Pension expense -401k 162,241 70,563 Bad debt expense - 403,522 Miscellaneous 18,363' 3,642 TOTAL ADMINISTRATIVE EXPENSES 1,410,522 1,915,601 TOTAL SELLING AND ADMINISTRATIVE EXPENSES. $ 2,673,802 $ 3,113,158 See independent accountant's report on supplemental information. Page 15 BMKR,LLP Certified Public Accountants ROLAND'S ELECTRIC, INC. SCHEDULES OF GROSS PROFIT YEAR ENDED DECEMBER 31, 2014 COMPLETED INCOMPLETE CONTRACTS CONTRACTS OTHER JOBS TOTAL REVENUES EARNED $ 12,432,900 $ 5,871,056 $ 18,303,956 COST OF REVENUES EARNED 10,188,919 4,970,653 15,159,572 GROSS PROFIT 2,243.981 $ 900,403 3.144,384 YEAR ENDED DECEMBER 31, 2013 COMPLETED INCOMPLETE CONTRACTS CONTRACTS OTHER JOBS TOTAL REVENUES EARNED $ 12,012,329 $ 10,969,998 $ 22,982,327 COST OF REVENUES EARNED 10,728,227 8,134,614 18,862,841 GROSS PROFIT S 1,284,102 $ 2,835,384 $ 4,119.486 See independent accountant's report on supplemental information. Page 16 BMKR,LLP Certified Public Accountants a ROLANDS ELECTRIC INC. SCHEDULE OF INCOMPLETE CONTRACTS FOR THE YEAR ENDED DECEMBER 31,2014 ' TOTAL CONTRACT FROM INCEPTION DECEMBER 31,2014 AT DECEMBER 31,2014 FOR THE YEAR ENDED DECEMBER31,2014 COSTS AND BILLINGS M ESTIMATED EXCESS Or ESTIMATED TOTAL ESTIMATED EARNINGS COSTS AND GROSS REVENUES COSTS GROSS BILLED COSTS TO IN EXCESS ESTIMATED REVENUES COST OF GROSS REVENUES PROFIT EARNED INCURRED PROFIT TO DATE COMPLETE OF BILLINGS EARNINGS EARNED REVENUES PROFIT' 5,964,741 700,000 5,898,905 5,206,631 692,274 5,960,781 58,110 61,876 505,999 315,643 190,356 E 2,841,575 450,000 2,567,716 2,161,085 406,631 2,783,694 230,490 215,978 695,752 444,200 251,552 7RY 559,864 100,000 558,248 458,537 99,711 559,864 1,327 1,616 114,380 49,107 65,273 459,408 50,000 443,858 395,550 48,308 456,708 13,858 12,850 399,921 355,990 43,931 Z 510,485 95,000 458,222 372,948 85,274 499,942 42,537 - 41,720 385,857 307,760 78,097 147,200 20,000 141,267 122,073 19,194 141,700 5,127 - 433 99,217 84,022 15,195 402,021 52,000 393,036 342,198 50,838 270,199 7,823 122,837 - 254,636 222,457 32,179 ET 71,516 20,000 66,976 48,246 18,730 68,650 3,270 - 1,674 108 (857) 965 LS 673,000 125,000 664,945 541,441 123,504 673,000 6,559 8,055 650,401 528,064 122,337 +ACILTY 301,778 35,000 261,235 230,937 30,298 295,053 35,841 - 33,818 257,108 227,163 29,945 403,163 33,000 378,749 347,747 31,002 393,523 22,416 14,774 374,354 343,746 30,608 ?V 193,241 58,000 182,259 127,555 54,704 187,241 7,686 - 4,982 171,125 117,295 53,830 456,900 50,000 433,700 386,239 47,461 434,050 20,661 350 433,700 386,239 47,461 E 1,439,500 115,000 526,106 484,076 42,030 528,500 840,424 - 2,394 526,106 484,076 42,030 1,030,435 200,000 1,025,917 826,794 199,123 1,026,093 3,641 - 176 1.025,917 826,794 199,123 2 901,627 500,000 687,909 306,427 381,482 881,627 95,200 193,718 687,909 306,427 381,482 )EV 988,412 69,000 988,102 919,124 68,978 977,162 288 10,940 - 988,102 919,124 68,978 %SSET 207,194 60,000 176,580 125,445 51,135 207,194 21,749 30,614 176,580 125.445 51,135 370,500 100,000 316,207 230,861 85,346 370,500 39,639 54,293 316,207 230,861 85,346 E 355,756 110,000 354,955 245,203 109,752 355,756 553 - 801 354,955 245,203 109,752 ATOR 440,000 35,000 139,427 128336 11,091 43,074 276,664 96,353 - 139,427 128,336 11,091 647,463 -10,000 644,304 654,304 (10,000) 570,163 3,159 74,141 - 644,304 654,304 (10,000) !SHORE 695,791 115,000 668,901 558,345 110,556 690,791 22,446 - 21,890 668,901 558,345 110,556 ARY 492,500 40,000 424,789 390,288 34,501 422,797 62,212 1,992 - 424,789 390,288 34,501 428,500 0 273,555 273,555 - 276,500 154,945 - 2,945 273,555 273,555 - fROFiT 224,212 30,000 114,525 99,201 15,324 200,711 95,011 86,186 114,525 99,201 15,324 .LGY 94,250 20,000 85,434 67,305 18,129 93,250 6,945 - 7,816 85,434 67,305 18,129 325,228 42,000 320,358 278,987 41,371 320,228 4,241 130 - 320,358 278,987 41,371 679,300 70,000 126,294 113,280 13,014 97,200 496,020 29,094 - 126,294 113,280 13,014 275,021 10,000 177,383 170,933 6,450 179,441 94,088 - 2,058 177,383 170,933 6,450 755,000 29,000 13,388 12,874 514 0 713,126 13,388 - 13,388 12,874 514 L 98,425 15,000 80,424 68,167 12,257 97,425 15,258 - 17,001 80,424 68,167 12,257 OFIT 163,512 8,000 145,743 138,612 7,131 154,000 16,900 8,257 145,743 138,612 7,131 )IIT 950,743 75,000 39,387 36,280 3,107 40,000 839,463 613 39,387 36,280 3,107 :!S 61,200 20,000 48,679 32,771 15,908 60,200 8,429 - 11,521 48,679 32,771 15,908 71,244 8,000 65,910 58,509 7,401 65,000 4,735 910 - 65,910 58,509 7,401 tENO 301,048 15,000 201,033 191,016 10,017 301,048 95,032 - 100,015 201,033 191,016 10,017 £S 703,000 70,000 63,525 57,200 6,325 90,000 575,800 26,475 63,525 57,200 6,325 136,598 13,000 27,156 24,572 2,584 87,530 99,026 - 60,374 27,156 24,572 2,584 148750 18,000 132,382 116,363 16,019 141,570 14,387 - 9,188 132,382 116,363 16,019 784,850 42,000 73,857 69,905 3,952 64,200 672,945 9,657 - 73,857 69,905 3,952 925,000 44,798 39,289 37,386 1,903 55,000 842,816 - 15,711 39,289 37,386 1,903 168,700 15,000 32,932 30,004 2,928 19,900 123,696 13,032 - 32,932 30,004 2,928 69,803 20,000 37,411 26,692 10,719 13,960 23,111 23,451 - 37,411 26,692 10,719 r#8 774,675 61,974 11,197 10,301 896 0 702,400 11,197 11,197 10,301 896 188,085 15,000 15,691 14,440 1,251 0 158,645 15,691 - 15,691 14,440 1,251 84,000 8,000 9,982 9,031 951 10,750 66,969 - 768 9,982 9,031 951 1,630,000 75,000 1,151 1,098 53 0 1,553,902 1,151 - 1,151 1,098 53 EAD 50,600 5,000 449 405 44 0 45,195 449 - 449 405 44 $ 30,645,814 $ 3,851,772 $ 20,539,448 $ 17,549,277 $ 2,990,171 $ 21,165,975 9,244,765 424,413 1,050,940 12,432,890 10,188,919 2,243,971 BMKR,LLP rental information. Certified Public Accountants Page 17 BID BOND CONTRACTOR: SURETY: (Name, legal stat:ts and address) !Maine,legal status and principal place ofbttsiness) Roland's Electric, Inc. Liberty Mutual Insurance Company 307 Suburban Avenue 1200 MacArthur Blvd. Deer Park NY 11729 Mahwah NJ 07430 OWNER: (Brame,legal status and address) Town of Southold 53095 Main Road, Southold NY 11971 BOND AMOUNT; 5%of the Amount Bid (Five Percent of the Amount Bid) PROJECT: Southold Highway Maintenance Building (Maine, location or address, and Prqject number,ifany) The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor,and the Conti actor either(1)enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified hi the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the O%vmer, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or(2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in fall force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60) days in the aggregate beyond the tint for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shalt be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so fim-Ashed,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. The Company executing this bond vouches that this document conforms to American Institute of Architects Document A390,2010 Edition 1 Signed and sealed this 9th day of November, 2015. Roland's Electric, Inc. {Principal) (Seal) (l��If7teSS) tie) I c.� � � Liberty Mu al Insurance Company {S:weiy (Seal) (1T�itness) (Titre) Patricia Von Posch, Attorney-in-Fact The Company executing this bond vouches that this document conforms to American Institute of Architects Document A310,2010 Edition 2 CORPORATE ACKNOWLEDGMENT STATE OF 02 ) COUNTY OF t! ) On this Q ` f � t S , before me personally appeared day aEz) 7) 1 to me kno�to be �I ��31 D i of OC r,�S �cccr7/c I -,r the corporation executing the above instrument, and acknowledged said Instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned and on oath stated that the seal affixed is the seal of said corporation and that it was affixed and-that =1132 executed said instrument,by order of the Board of Directors of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my OFFICIAL SEAL the day and year first above written. (Seal) Notary Public, residing at �- A 2 (Commission expires ?,/Dl-/_oD LISA D KILTHAU Notary Public, State of New York No.01K15063353 Qualified in Suffolk county commission Expires July 22.3O 1 ACIlNoWLEDG1i MMT BY SURETY STATE OF NEW YORK ) 5S. County of NASSAU On this 9th day of November 2015 ,'before me personally PatriciaVon Po sch known to me to be the Attorney-in-Fact appeared of Liberty Mutual Insurance Conmanv the corporation that executed the within instrument,and acknowledged to me that such corporation executed the saute. IN WITNESS WIEREOF,I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County,the day and year in this certificate first above written. Notary Public in the State of New York County of Nassau FRED NASA ROE Notary Public,State of New York No.O1RO-4815494 Qualified in Nassau County Commission Expires July 1,2019 r THIS,POWER-OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. -.-' -This OouUer_ofAtforney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No 6905709 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company WestAmerican Insurance Company _ - POWER OF ATTORNEY KNOWN ALL PERSONS BYZHESE PRESENTS:That American Fire&Casualty Company and The Ohio-Casually Insurance Company are corporations duly organized under-the laws of the State of New Hampshire' Lib`erty_Mlitual Insurance Company is a corporation duly organized under-the laws of-the;State,of Massachusetts,and WestAmerican Insurance Company is,a corporation duly organized under the laws of the State otlridiana(herein collectively called the"Companies") pursuant to and by`authoniy_herein set forth,does hereby name,constitute and appoint �E.,Timottiy,Kenneally;Eileen Dunham;John:E=-. a Jr.;Patricia Von=Po-sch;Richara�K:�Kainz;Susan Kinnear 1Z all of the cit&,NEW HYDE PARK state of-NY = each individually if there be more than one named,jts true-and lawful attorney_in fact to make,execute,=seal;acknowledge_ and deliver,for_and on its behalf as surety and as its'acfand deed;;ariy:and all undertakings:bonds,recogriiiances'and�other surety obligations;m pursuance of_these presents and shall be as binding upon the Companies as if they-.hav-e l5een duly signed-by the president and atte"sted by the secretary of_th`e Companies in that wn proper persons. IN WITNESS WHEREOF,this Power-of Attom_ey,has been subscribed.tiy an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this -11th day of -March = 2015 = American Fire-and Casualty Company V- -�\�k. paoRAq��� - �JPpu'oFgR9y� JA,Jo-V450 R4 µeogq 'Y�� �� nroauygT�rF The Ohio Casualty-Insurance Company y_ z - o3 Libdrty-Mutual=Insurance Company 0odz 1906 99d 3 W - West rnerican Insurance Company N- - y -��Yd"�+araas�r�a �y`�HAu �aa ����sActausF•` �� 7'- iND1ArsP t= - �_ a -STATE=OF PENNSYLVANIA ss- David M.-Care,assistant Secretary +�L 6ONTY-OF_MONTGOMERY = _ d: .On this=ll th,`day of-March 2015;before-me personally appeared David M Carey,who acknowledged himself to be the Assistant Secretary of American Fire and v�- y d Casualty Company;Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and_WestAmencan-Insurance Company,and that he,as such,being authorized so to do,- >,y p16- execute the foregoing instrument for the purposes therein contained-by signing on behalf of the corporations by himself n a duly authonzed officer. `LLI m >- IN WITNESSMHEREOF,I have hereunto subscribed-my name and affixed my notarial seal-at Plymouth-Meeting,Pennsylvania,on the day and year first above written. o-CL CD COMMONWEALTH OF PENNSYLVANIA �/!�!�"L'J _ - or+w t�<< Notarial Seal `C'N 7 Teresa Pastella,Notary Public By: p C.` _ _ _ _ of Plymouth Twp.,Montgomery County Teresa Pastella,Notary-Public y�_ VP My Commission-Expire s a)-Q _ - _ -' .' ��f �0 Member,Pennsylvania Associabon of Notanes QO. �_ cd L- This Power ofAttoniey is made and-executed pur--stunt to an by authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Dhio Casualty Insurance- v_i,o- -�,�,, -Company`=Liberty=_Mutual Insurance Company,and WestAmerican Insurance Company which resolutions are now in full force and effect reading as follows: =ARTICLE IV=OFFICERS=Section 12:Power ofAttomey_Any officer or other official of the Corporation authorized for that purpose in writing by,the Chairman or the President,and,sublect O c_ a) "to-such-lrmitation as;the Chai�man=or_the President may=prescribe,-shall appoint such attomeys-in-fact,as may necessary to act in,behalf of the Corporation to make,•execute,=seal,- O;= acknowledge and deliver as surety_ahy and all:undertakinos,bonds,?ecognizances and otfier_sufety obligations-Such attorneys-in-fact,subject to-the limitation-s set-forth in their_respective ^p _ \E'�--powers of:attorney,'shall;have full power to bind the-Corporation by their signature and execution of any such instruments and to attach thereto the-seal=of-the Corporation -When so_ a1- ;p' _executed;.'su""ch=in"stru -e- shall•be as binding as if signed by fhe President and attested fo by the Secretary.Any power or authority granted to any representative,oF attorney-in=fact under_ >�- ,0 ` _ --- _ _ _ - moo= ;o - -the-provisions of this article.may_be revoked atany time by the Board,the Chairman,the President-or by the officer or officers granting sucK-power or authority.= e .ARTIC_L=E XIII-Execution-of Contracts=SECTION 5:Surety Bonds and'Uridertakings:Any officer of the Company authorized for that purpose in writing by-the chairman or the president, , �> and subject to such limitations'as th'e chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary-to act in befialf olfthe C_ornpany to make,execute,- �-M= O. seal;=acknowledge -and--deliver as surety any=and all undertakings,=bonds,recbgnizances and other-'surety obligations Such attorneys�in-fact subject to the=limitations set forth in their- 4?_ A-10 respective powers of attorn`ey;stiall have full power-fo bind the Company by their signature and'execution of any such instru_Pnents and to attach'thereto=the seal of-the Company When-so •O o: = ezecutedauch�instruments-shalLbe as binding:as if signed by;th6-pfesident and--66sted by the secretary. - - - - - ✓ - O Certifcate of.Designat'ion_Ttie-Presidentof the-CompaCy;;acting:pursuant to the Bylaws of the Company;authorizes David M.Carey,Assistant Secretary to appointsuch attorneys-in- =fact as-may be hecessary=to-dct on behalf=of•the:Company to-make,ike-ctite,seal,acknowledge an_d deliver as-surety any and-all undertakings;bonds,-recognizances and other surety - - - obligations:_ _ _ - _✓ _ _ _ - - Autlio�iiation_By unanimous consent-of the,C pang s Board of Directors,the Company consents that facsimde'or mechanically reproduced sign re of-anyassistant secretary of the Company�wherevecappeanng`upon a certified;copyof.any power of afto_rney issued by the Company in connection with surety bonds,shall be.yal d and binding upon the Company with _ -the same force and effect as though manually aff�tl I;Gregory-W_D"avenport`the undersigned;Assistant S c etary,of American Fire-and Casualty Company,The_Ohi6 Casually Insdranh a Company;Liberty Mutual Insurance Company,and Amerioan,ln§urahce;Company dChereby certify that the original power of attomey of which the foregoing is afull,-true and correct copy of the Power of Attorney executed-by said Companies,is in full force and effect and has not-been revoked. - -= ,� = =IN TESTIMONY-WHEREOF,--I aye hereunto set my hand and affixed the seals of said Companies this 9th day of Navenber zo 15 pNJ)-c - ytx-INSp - - �1NSUq N\NSUq = ¢¢ 1o 1991 By:906' Gre'o W Dalen ort,Assistant Secreta - 'sy 9r p rY - _ �LL�MA rC�1 Zw - 156 of 2_50 LMS=12873 122013.: Lib LIBERTY MUTUAL INSURANCE COMPANY FINANCIAL STATEMENT—IDECEAOER 31,2014 SURETY Assets Liabilities Cash and Bank Deposits......................................... $744,221,142 Unearned Premiums................................................$6,288,178,795 *Bonds—U.S Government..................................... 1,718,117,704 Reserve for Claims and Claims Expense.................16,879,324,618 *Other Bonds............................................................ 11,205,872,087 Funds Held Under Reinsurance Treaties................. 211,983,009 Reserve for Dividends to Policyholders.................. 1,246,547 *Stocks..................................................................... 9,533,437,819 Additional Statutory Reserve.................................. 40,877,587 RealEstate.............................................................. 277,742,849 Reserve for Commissions,Taxes and Agents'Balances or Uncollected Premiums........... 4,150,041,316 Other Liabilities................................................ 2,664.248.124 129,261,358 Total.................................................................$26,085,858,680 Accrued Interest and Rents..................................... ' Special Surplus Funds................. $53 954 363 Other Admitted Assets.............................................. 14,896,464,393 Capital Stock............................... 10,000,000 Paid in Surplus............................ 8,829,117,542 Unassigned Surplus.....................7,676,228,083 Total Admitted Assets.....................................S42455 5 L. Surplus to Policyholders...............................16,569,299,988 Total Liabilities and Surplus................................ 655 15R 66R �P�,1NSUgRN "PORor�cF * Bonds are stated at amortized or investment value;Stocks at Association Market Values. n 1912 ° The foregoing financial information is taken from Liberty Mutual Insurance Company's financial W��y9ssq�usF2 statement filed with the state of Massachusetts Department of Insurance. I,TIM MIKOLAJEWSKI,Assistant Secretary of Liberty Mutual Insurance Company,do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation,as of December 31,2014,to the best of my knowledge and belief. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Corporation at Seattle,Washington,this 20th day of March,2015. Assistant Secretary 8-1262LMIC/a 3/15 77 November 9, 2015 Town of Southold 53095 Main Road Southold NY 11971 Re: Roland's Electric,Inc. To Whom It May Concern: Per the direction of our client, Roland's Electric, Inc.,this letter will serve as confirmation of the Surety's support of this account. We are the Surety Agent for Roland's Electric, Inc. The carrier for this account's surety program is Liberty Mutual Insurance Company. The Surety Line of Credit in force for this client is in good order and effect. Subject to all parties entering into a mutually acceptable contract, confirmation of financing and reserving the right to exercise normal underwriting practices, I foresee no problem in providing the requisite Performance and Payment Bonds, should they be low bidder. Liberty Mutual Insurance Company(AM Best Rating: A, Financial Size XV) is listed on the U.S. Treasury Department's listing of Approved Sureties (2005 Department Circular 570). Liberty Mutual Insurance Company is licensed to do business in New York. I trust you find all to be in order. If you have any questions or require any additional information,please call me. Respectfully yours, � Gl0 Patricia Von Posch Assistant Bond Manager 2001 Marcus Ave,Suite W180 • Lake Success,NY 11042 • p 516.358.3500 • f 516.358.3540 www.cuagency.com #12469 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 22nd day of October, 2015. Principal Clerk w S orn to before me this day of 2015. r____LEGAL NOTICE - INVITATION TO BI Xk NOTICE IS HEREBY-MVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR 'THE FOLLOWING: BID NAME: "SOUTHOLD 'HIGHWAY _ MAINTENANCE CHRISTINA VOLINSKI I BUILDING" I NOTARY PUBLIC-STATE OF NEW YORK Definite specifications may be ob- tained at the Southold Town Clerk's No. 01V06105050 Office beginning October 22,2015 Quolified In Suffolk County PLACE OF OPENINGS: My Commission Expires February 28, 2016 TOWN OF SOUTHOLD TOWN CLERKS OFFICE 3 53095 MAIN ROAD SOUTHOLD,NY 11971 l DATE OF OPENINGS: November 12,2015 i TIME OF OPENINGS: 2:00 P.M. - CONTACT PERSON: James Richter,R.A. 9 Town of Southold,631-765-1560 VENDORS MUST SUBMIT BIDS SIN SEALED ENVELOPES PLEASE PRINT ON THE FACE OF ENVELOPE. 1) NAME &ADDRESS OF BID- DER 2)BID NAME BID MUST BE ACCOMPANIED BY A 5%BID SECURITY. It is the bidder's responsibility to read the,,attached Bid Specifications, Instructions to Bidders, and General Conditions,which outline bidding rules of the Town of Southold Upon submis- sion of bid,it is understood that the bid- der has read;fully understands and will comply with said GENERAL CONDI- TIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely Please do not remove any pages from this bid - yackage,and make a copy of the bid document for your records A non-refundable fee of$25 00 will be charged for plans and specifica- tions. Payment can be made by either money order,cash or business check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 10:00AM on November 2,2015 at the Highway Yard at 275 Peconic Lane in Peconic. The Town of-Southold welcomes and encourages minority and women- owned businesses to participate in the bidding process. ELIZABETH A.NEVILLE SOUTHOLD TOWN CLERK 12469-17 10/22 Rudder, Lynda From: Reisenberg, Lloyd Sent: Friday, October 16, 2015 2:41 PM To: Rudder, Lynda Subject: RE: Highway Bldg and Energy Pref.for publication Posted Lloyd H. Reisenberg Network and Systems Administrator Town of Southold,New York www.southoldtownny.gov lloydr@southoldtownny.gov 0: 631-765-1891 M:631-879-1554 F: 631-765-5178 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication From: Rudder, Lynda Sent: Friday, October 16, 2015 1:25 PM To: Beltz, Phillip<Phillip.Beltz@town.southold.ny.us>; Cerria Torres(ctorres@timesreview.com) <ctorres@timesreview.com>;Cushman,John<John.Cushman@town.southold.nv.us>; Michaelis,Jessica <iessicam@southoldtownny.gov>; Reisenberg, Lloyd <Lloyd.Reisenberg@town.southold.ny.us>;Southold Local <lisa@southoldlocal.com>; Dinizio,James<iames.dinizio@town.southold.nv.us>; Doherty,Jill <iill.doherty@town.southold.nv.us>; Doroski, Bonnie<Bonnie.Doroski@town.southold.ny.us>; Ghosio, Bob <bob.ghosio@town.southold.nv.us>; Louisa Evans<Ipevans06390@gmail.com>; Neville, Elizabeth <E.Neville @town.southold.nv.us>; Russell, Scott<scottr@southoldtownny.gov>; Standish, Lauren <Lauren.Standish@town.southold.ny.us>;Tomaszewski, Michelle<michellet@town.southold.nv.us>; William Ruland <rulandfarm@yahoo.com5,'Duffy, Bill<billd@southoldtownny.gov>; Kiely, Stephen <stephen.kiely@town.southold.nv.us>; Silleck, Mary<marvs@southoldtownny.gov> Cc: Collins, Michael<michael.collins@town.southold.ny.us>; Richter,Jamie<Jamie.Richter@town.southold.ny.us> Subject: Highway Bldg and Energy Pref.for publication Please publish in the 10/22 edition of the Suffolk Times and on the town website 4W.400e0RaI Lynda M Rudder Deputy Town Clerk Principal Account Clerk Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold,NY 11971 631/765-1800 ext 210 631/765-6145 .- 1 Rudder, Lynda From: Cerria Torres <ctorres@timesreview.com> Sent: Friday, October 16, 2015 1:24 PM To: Rudder, Lynda; Beltz, Phillip; Cushman,John; Michaelis,Jessica; Reisenberg, Lloyd; Southold Local; Dinizio,James; Doherty,Jill; Doroski, Bonnie; Ghosio, Bob; Louisa Evans; Neville, Elizabeth; Russell, Scott; Standish, Lauren;Tomaszewski, Michelle;William Ruland; Duffy, Bill; Kiely, Stephen; Silleck, Mary Cc: Collins, Michael; Richter,Jamie Subject: Re: Highway Bldg and Energy Pref, for-publication Two notices have been scheduled to publish in the Suffolk Times on 10/22/2015. Thankyou TuaEs REVIEW .. MEDIA GAOUP Cerria Orientale Torres Display Ad Coordinator 631.354.8011 (D) ctorres timesreview.com legals _timesreview.com www.timesreview.com From:<Rudder>, Lynda Rudder<Iynda.rudder@town.southold.ny.us> Date: Friday, October 16, 2015 1:24 PM To: "Beltz, Phillip"<Phillip.Beltz@town.southoId.ny.us>,Times Review<CTORRES@TIMESREVIEW.COM>, "Cushman, John" <John.Cushman@town.southold.nv.us>, "Michaelis,Jessica" <Iessicam@southoldtownny.Rov>, "Reisenberg, Lloyd" <Lloyd.Reisenberg@town.southold.nv.us>,Southold Local<lisa@southoldlocal.com>, "Dinizio,James" <lames.dinizio@town.southold.nv.us>, "Doherty,Jill" <lill.doherty@town.southold.nv.us>, "Doroski, Bonnie" <Bonnie.Doroski@town.southold.nv.us>, "Ghosio, Bob" <bob.Rhosio@town.southold.nv.us>, Louisa Evans <Ipevans06390@gmail.com>, "Neville, Elizabeth" <E.Neville@town.southold.ny.us>, "Russell, Scott" <scottr@southoldtownny.gov>, "Standish, Lauren" <Lauren.Standish@town.southold.nv.us>, "Tomaszewski, Michelle" <michellet@town.southold.nv.us>,William Ruland <rulandfarm@vahoo.com>, "Duffy, Bill" <billd@southoldtownny.Rov>, "Kiely, Stephen" <stephen.kiely@town.southold.ny.us>, "Silleck, Mary" <marvs@southoldtownny.gov> Cc: "Collins, Michael" <michael.colIins @town.southoId.ny.us>, "Richter,Jamie" <Jamie.Richter@town.southold.nv.us> Subject: Highway Bldg and Energy Pref. for publication Please publish in the 10/22 edition of the Suffolk Times and on the town website lcw"4 Lynda M Rudder Deputy Town Clerk Principal Account Clerk Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold,NY 11971 1 sy — TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1560 / FAX: 631-765-9015 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "SOUTHOLD HIGHWAY MAINTENANCE BUILDING" Definite specifications may be obtained at the Southold Town Clerk's Office beginning October 22, 2015 PLACE OF OPENINGS: DATE OF OPENINGS: TIME OF OPENINGS: TOWN OF SOUTHOLD November 12, 2015 2:00 PM TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD,NY 11971 CONTACT PERSON: James Richter, R.A. Town of Southold, 631-765-1560 VENDORS MUST SUBMIT BIDS IN SEALED ENVELOPES. a PLEASE PRINT ON THE FACE OF ENVELOPE: 1)NAME &ADDRESS OF BIDDER 2) BID NAME BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of$25.00 will be charged for plans and specifications. Payment can be made by either money order, cash or business check(payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 10:00" on November 2, 2015 at the Highway Yard at 275 Peconic Lane in Peconic. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. •- ELIZABETH A.NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON October 22,2015 AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE,TOWN CLERK, TOWN HALL,PO BOX 1179, SOUTHOLD,NY 11971. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE,Town Clerk of the Town of Southold,New York being duly sworn, says that on the 16th day of October , 2015, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County,New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold,New York. Bid for Highway Maintenance Building Mi abeth A. Neville thold Town Clerk Sworn before me this 16th day of October 015. ,, ON �c �Mn— otary Public LYNDA M. RUDDER Notary Public, State of New York No.01 RU6020932 Oualified in Suffolk County Commission Expires March 8,2Qd Southold Town Board - Letter Board Meeting of September 8, 2015 RESOLUTION 2015-779 Item # 5.14 a ADOPTED DOC ID: 11144 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2015-779 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 8, 2015: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for the construction of a Highway Maintenance Building at the Town's Highway/DPW Yard in accordance with specifications prepared by L.K. McLean Associates, P.C.. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Jill Doherty, Councilwoman SECONDER:William P. Ruland, Councilman AYES: Ghosio, Dinizio Jr, Ruland, Doherty, Evans, Russell Generated September 9, 2015 Page 20 I I --- i, . � I -- - 'Tt,�,�f r�---'-- i I . -x- � -tl- i . I - 11 1�`�i, : INDEX OFDRAWINGS � 11� I I !0 . I � I -i�� " " ; �,, , V1 � I , kA, ! � I 'T2, 0 . 11 ,v W � . I ," , (D � I . I 'I'll � �� , Z', I T 1 TITLE SHEET i I I ' ' rl." . I'll 'I, � '-,-; ,,,�,�, I Ir""I�'llg�t,,i,,,,"��',,,,,,�I -t�, f- I , i I 11 1- - 1;� �11- I SUFFOLK COUNTY , NEW YORK CO LEGEND, ABBREVIATIONS AND NOTES . 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E :2 a'a 0 7E-) SITE MAP 6� = - 41 - :3 N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS L. K. McLEAN ASSOCIATES., P.C. 0 . ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS CONSULTING ENGINEERS D., BROOKHAVEN. NEW YORK 11719 1 Y� AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER �) 0 Sheet No. 0 THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE Designed By: MCJ Scale: m 0 N ,6 SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER C;�? MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF Drawn BY: PWD, MCj Date: OCT. 2015 -1 cli to N, THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION I � (NYS ED. LAW SECTION 7209-2). T 1. U�- 0 6: Approved BY: RGD File No. 13108.000 11 - - - F - . � I -- - I GENERAL NOTES: SAFEGUARDS DURING CONSTRUCTION: 1. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION 1. THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE CHAPTER 33, SAFEGUARDS DURING AND FOR SEQUENCES AND PROCEDURES TO BE USED. CONSTRUCTION, SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS WITH REGARD TO 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE SAFETY OF THE PUBLIC AND PROPERTY. FOR THE PURPOSE OF CHAPTER 33, CONSTRUCTION COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD OPERATIONS SHALL INCLUDE EXCAVATION, ERECTION, ALTERATION, REPAIR, REMOVAL AND DEMOLITION AS CONDITIONS TO THE ARCHITECT. IF CONCEALED CONDITIONS ARE ENCOUNTERED AT THE SITE WHICH RELATED TO BUILDINGS. FOR REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOYED IN SUCH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS, THE CONSTRUCTION OPERATIONS, THE PROVISIONS OF SUBCHAPTER TEN OF THE LABOR LAW AS CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. IMPLEMENTED BY THE INDUSTRIAL CODE OF THE STATE OF NEW YORK, RULE NO. 23, SHALL APPLY. 3. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF A DISCREPANCY EXISTS OR A DIMENSION IS 2. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT OR OMITTED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED BY THE CONTRACTORS OPERATIONS. 4. ANSI A 10.6. "SAFETY REQUIREMENTS FOR DEMOLITION" SHALL GOVERN DEMOLITION WORK EXCEPT AS 3. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, FENCES AND OTHER ITEMS AS REQUIRED FOR THE OTHERWISE SPECIFIED HEREIN. WHERE THE REQUIREMENTS SPECIFIED HEREIN OR CONTAINED IN THE PROPER PROTECTION OF WORKMEN ENGAGED IN DEMOLITION OR CONSTRUCTION OPERATIONS, THE ANSI STANDARD DIFFER FROM THE APPLICABLE RULES, REGULATIONS AND CODES. THE MORE PUBLIC AND ADJACENT CONSTRUCTION. STRINGENT REQUIREMENTS SHALL GOVERN THE WORK UNDER CONTRACT. 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF ADJOINING PROPERTY THAT 4. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS, OR STAIRWAYS. THE MAY BE AFFECTED BY ANY WORK. ADJACENT PROPERTIES SHALL BE PROTECTED BY THE PROVISIONS OF CONTRACTOR SHALL NOT STORE OR PLACE MATERIALS IN PASSAGEWAYS, STAIRS, OR OTHER MEANS OF THE SAFEGUARDS DURING CONSTRUCTION AND CHAPTER 33 OF THE NEW YORK STATE BUILDING CODE. EGRESS, 6. ALL DEMOLITION SHALL BE PERFORMED BY METHODS WHICH WILL PREVENT DAMAGE TO AREAS THAT 5. THE CONTRACTOR SHALL NOT INTERFERE OR OBSTRUCT THE 24 HOUR OPERATION OF THE LONG BEACH ARE EXISTING TO REMAIN. CONTRACTOR SHALL PROVIDE TEMPORARY SITE PROTECTION AS REQUIRED TO FIRE DEPARTMENT LOCATED WITH THE MUNICIPAL BUILDING. THESE AREAS. DAMAGE THAT DOES OCCUR, SHALL BE CORRECTED TO THE ARCHITECTS SATISFACTION, 6. NO STRUCTURE, DEVICE, OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR TEMPORARY, AT THE CONTRACTORS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR SECTIONS OF THE BUILDING, SHALL BE 7. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND GUARDS AND/OR LOADED IN EXCESS OF ITS DESIGN CAPACITY. TEMPORARY SHORING AND BRACING IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. THIS 7. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA, AND/OR IN AND AREA OF THE INCLUDES, BUT IS NOT LIMITED TO SHORING AND BRACING FOR AREAS WHERE EXISTING WALLS AND BUILDING. SHALL BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS SHALL BE CONTROLLED OTHER SUPPORTING STRUCTURES ARE TO BE REMOVED PENDING INSTALLATION OF NEW OR REPLACED BY THE CONTRACTOR AND OWNER. NO HAZARDOUS MATERIALS SHALL BE STORED ON SITE WITHOUT STRUCTURAL ELEMENTS. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR ALTERED WITHOUT THE AUTHORIZATION OF THE OWNER AND IN ACCORDANCE WITH CITY REQUIREMENTS. CONTRACTOR SUBMITTING AN "ACTION PLAN" TO THE ARCHITECT FOR APPROVAL. THE CONTRACTOR SHALL MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO ASCERTAIN NECESSARY S. THE CONTRACTOR SHALL KEEP ALL FLAMMABLE MATERIALS TIGHTLY SEALED IN THE MANUFACTURES' PROTECTIVE MEASURES BEFORE PROCEEDING WITH DEMOLITION AND REMOVAL WORK. THE CONTRACTOR CONTAINERS WHEN NOT IN USE. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. SHALL GIVE PARTICULAR ATTENTION TO SHORING AND BRACING REQUIREMENTS SO AS TO PREVENT AND 9. ALL FLAMMABLE MATERIALS SHALL BE USED IN AN ADEQUATELY VENTILATED SPACE. DAMAGE TO EXISTING CONSTRUCTION. 10.ALL FIRE RETARDANT TREATED WOOD SHALL COMPLY WITH NEW YORK STATE BUILDING CODE SECTION 8. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO GUARD AGAINST MOVEMENT OR COLLAPSE OF 2303.2 CONSTRUCTION OR EQUIPMENT DESIGNATED TO REMAIN. THE CONTRACTOR SHALL REPAIR DAMAGE CAUSED BY SUCH MOVEMENT OR COLLAPSE. 11.ALL ELECTRICAL POWER SHALL BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT. 9. WHEN REQUIRED FOR THE WORK, THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION 12.ALL ELECTRICAL POWER ON THE CONSTRUCTION SITE SHALL BE SHUT OFF AFTER WORKING HOURS. FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. OPENINGS IN ANY WALL OR 13.THE CONTRACTOR SHALL REGULARLY VERIFY THAT THERE IS NO LEAKAGE OF NATURAL GAS IN THE ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE A LICENSED ELECTRICIAN ON THE PREMISES DURING ALL DEMOLITION 14.CONTRACTOR HAS TO MAINTAIN ACCESS AND EMERGENCY EXITS OF THE BUILDING AND AVAILABILITY OF WORK AFFECTING ELECTRICAL WIRING AND COMMUNICATIONS. ALL UTILITIES WITHOUT ANY DISRUPTION FOR OCCUPANTS THROUGHOUT THE CONSTRUCTION PHASE. 1 1.THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND MECHANICAL EQUIPMENT 15.THE CONTRACTOR SHALL NOT DISTURB ASBESTOS OR ANY MATERIAL SUSPECTED OF CONTAINING AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR ASBESTOS. FOLLOW THE ABATEMENT PROCEDURES REQUIRED BY THE NEW YORK STATE CODE PART 56 BELOW FINISHED SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. REMOVED ELECTRICAL DEPARTMENT OF LABOR. OR COMMUNICATION LINES SHALL BE COMPLETELY REMOVED BACK TO AND DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT ACTIVE AT ALL TIMES. 12.THE CONTRACTOR SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO DISRUPTION IN DUST CONTROL NOTES: ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING AREAS DURING DEMOLITION. 1. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT SITE SO AS TO MINIMIZE THE CREATION AND DISPERSION OF DUST. DUST CONTROL SHALL BE USED THROUGHOUT THE WORK 13.THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT AT LEAST (3) WORKING DAYS PRIOR AT THE SITE. TO A REQUIRED SHUT OFF OF ELECTRICAL, WATER, GAS OR COMMUNICATION SERVICE. 2. THE CONTRACTOR MUST PROVIDE CLEAN WATER, FREE FROM SALT, OIL AND OTHER DELETERIOUS 14. THE CONTRACTOR SHALL DEMOLISH MASONRY IN SMALL SECTIONS. THE CONTRACTOR SHALL INSTALL MATERIAL TO BE USED FOR ON-SITE DUST CONTROL. TEMPORARY SHORES, STRUTS AND BRACING, WHERE NECESSARY, TO PREVENT THE COLLAPSE OF ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS. 3 15.MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL BECOME w THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE OWNERS PROPERTY. 4. THE CONTRACTOR SHALL IMPLEMENT STRICT DUST CONTROL MEASURES. H 5. DURING ACTIVE CONSTRUCTION PERIODS ON-SITE. THESE CONTROL MEASURES WILL GENERALLY z 16 .THE CONTRACTOR SHALL PERFORM WORK AS SHOWN, SPECIFIED OR IMPLIED IN THE CONTRACT CONSIST OF WATER APPLICATIONS THAT SHALL BE APPLIED A MINIMUM OF ONCE PER DAY DURING DRY -� DOCUMENTS. WEATHER OR OFTEN AS REQUIRED TO PREVENT DUST EMISSIONS. iz 17.MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE INDICATED ON THE DRAWINGS. IT SHALL BE ASSUMED THAT BRIDGING, RACING OR SUPPORTS SHALL BE PROVIDED FOR ITEMS AS REQUIRED WHETHER EXPLICITLY SHOWN OR NOT. THE INTENT OF THE CONTRACT IS TO PROVIDE FULLY FUNCTIONING AND COMPLETE SYSTEMS AND BUILDING. ALL WORK SHALL BE INSTALLED PROPERLY AND NOISE CONTROL: ACCORDING TO THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH 1. CONSTRUCTION OPERATIONS SHALL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., GOOD PRACTICE AND PER THE MANUFACTURER'S INSTRUCTIONS. MONDAYS THROUGH FRIDAYS, EXCEPT NO WORK SHALL BE PERFORMED ON LEGAL HOLIDAYS. THE C 18.THE GENERAL CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE EVERY CONTRACTOR SHALL OBTAIN THE WRITTEN CONSENT FROM THE OWNER TO PERFORM WORK AT TIMES ° DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND COORDINATE DAILY WITH THE OTHER THAN THE HOURS STATED ABOVE AND THE WORK SHALL COMPLY WITH REQUIREMENTS FOR ° OWNERS APPOINTED REPRESENTATIVE. NOISE CONTROL AS STIPULATED IN SECTION 1207 OF NEW YORK STATE CODE. 0 ° 19.A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT THE 2. THE CONTRACTOR SHALL USE ALL AVAILABLE MEANS TO MINIMIZE CONSTRUCTION NOISE ON WEEKENDS SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ARCHITECT, THE OWNER OR THEIR BETWEEN 8 A.M. AND 5 P.M. REPRESENTATIVES. 3. THE CONTRACTOR SHALL EQUIP ALL MACHINERY AND EQUIPMENT USED FOR CONSTRUCTION WITH NOISE 0 20.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES DURING CONTROL DEVICES SUCH AS MUFFLERS FOR INTERNAL COMBUSTION ENGINES OR OTHER SUITABLE NOISE THE CONSTRUCTION OF THIS PROJECT. SUPPRESSORS. 0 s 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES DAMAGED BY 4. NOISE PRODUCED BY CONSTRUCTION OPERATIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL. THE SHALL INCLUDE AREAS WITHIN THE CONSISTENT WITH REASONABLE HUMAN HEALTH REQUIREMENTS CONSIDERING TIME OF DAY AND LOCATION CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF REPAIRS ARE REQUIRED, OF WORK SITE. i NEW MATERIALS MUST MATCH EXISTING AND BE ACCEPTED FULLY BY OWNER AND THE ARCHITECT. 5. CONTRACTOR SHALL COMPLY WITH APPLICABLE NEW YORK STATE NOISE POLLUTION CONTROL 22.THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK. REGULATIONS ° b- 10-22-15 MCJ RELEASED FOR BID RGD c C ° DATE BY DESCRIPTION APPROV. BY a REVISIONS U. TOWN OF SOUTHOLD ° SUFFOLK COUNTY, NEW YORK 0 1 HIGHWAY MAINTENANCE GARAGE C AND SITE IMPROVEMENTS ° C GENERAL NOTES C ° E :2 ° in - o L. K. McLEAN ASSOCIATES, P.C. O I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N0 Designed By: MCJ Scale: AS NOTED Sheet No. 00 N Drawn By: PWD, MCJ Date: OCT. 2015 r 0 o a Approved By: RGD File No. 13108.000 v I S43* 34' 01,93"E 202.82, SURVEY NOTES: SOUTHOLD HIGHWAY YARD 1 . ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE LK SCTM# 1000 -75-05- 14. 1 OF THE NEW YORK STATE PLANE COORDINATE SYSTEM (N.A.D. ---------- 1983). TABLE OF EXISTING PROPOSED STORAGE TANKS A SPHAL T A PA VEMEN T 441 2. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. S.C.D.H.S. SIZE PRODUCT TANK LOCATION NOTES TANK # (GAL.) TYPE 3. ELEVATIONS REFER TO NAVD 88. 2 2,500 GASOLINE STEEL W/DIKE ABV OUT TO BE REMOVED 8 1 ,000 GASOLINE STEEL WZDIKE ABV/OUT TO BE REMOVED 4. RIGHTS-OF-WAY SHOWN ARE NOT CERTIFIED. N42" 35' 58,07'E OT•i PRB.)�4�E-J HIGH VA Y I-I S34* 44" 28,07'W 9 1 ,000 GASOLINE STEEL WZDIKE ABV OUT TO BE REMOVED 256,09' TANK S T Y. WD. FR, 152,84' MAINTENANCE 5. TOPOGRAPHICAL FIELD SURVEY BY LOUIS K. McLEAN ASSOC., P.C. 10 1 ,000 DIESEL STEEL W/DIKE ABV OUT TO BE REMOVED 11 1 ,000 DIESEL STEEL W7DIKE ABV OUT TO BE REMOVED BARN OF NOVEMBER 5, 2013. 12 275 #2 FUEL OIL STEEL IRON ABV/IN TA 13 1 ,540 DRUM STORAGE ABV IN 20' 58,07'V S6' 888 CY SALT STORAGE DOME ABV OUT 14 41,16" 15 488 CY SALT STORAGE DOME ABV OUT ' DIR FIFWA VEL 18 8,000 GAS HOOVER VAULT ABV/OUT UO 19 8,000 DIESEL HOOVER VAULT ABV/OUT E TE�' (9� LO 0; 20 500 WASTE OIL DW STEEL ABV/IN MAINTENANCE GARAGE (PROPOSED) S43* 39' 01,93E 11;64' MAINTENANCE GARAGE (PROPOSED) 21 825 MOTOR OILS DRUM STORAGE ABV/IN M ELEC. oz 0 PANTEL rr >Z SHEDIPUMP UEM, BtJS1, ,'- 9 TOP HnUSE S350 19' 48,07'W 81,64' DIR TIGRA VEL 674,87' S45' 53' 11,93*E' 6' CkIAIML L-V< F-r-,k,!I--E PRDP4N'E ------C&MCkETE PAV"EMENT ANS 0 EXISTING PSEG EASEMENT -Y,! CONCRFTE cuRr, WV. FR,, 6' STECRABE FENCE CONIC, camc. 4' STK, FE. S TDRA G F- S TOT'A BI 11L DINj B�JJLDING PAD 40' DIM,, gn BLOCK RETAjhT6 IvALLS 7 ow N430 30' 51,93'W A SPHA L T PA VEMEN T EL EC. w PANEL j PIR; <1 S35* 19' 58,07"W 344,84' I L-1 T 0 BROKEN ASPHAL T PA (2 0 J in -TE PAVEPir-NT CVNcRF� - -z ZPHO N, S50" 13' 01,93'E- CORR CoNcRETE,, 205,00' RrN=154,� 'JA TF,--- CK Q, ANIMAL SHELTER BL ECK RIM=14,69 -PLEG, I-ETY, S35' 19" 58,07"W APT T PA VE]MEN T 17Z84' 1-STY, it B�' 1�"'R' T WP, FR-, WCUUMS ENTER RIM=16,04 BLOCK POLICE-- Vt BLEG, IMPOUND I-,T T Y. YARD RIM=11,73 8 CHAINLINK i I C. PAD V1 TH UTIL, FENCE AIC UNITS j___AIC ANTENNA PL DG, f DOG PENS t?" N TEA"A71A SATELLITE . t DISH PAD ASPHALT PAVEM T #a5, NL-1—NK' Y 8' CH41' FENCE 3.fW' - jV4 6;��, 21,9 LIQ P259 1020,48" CD 9-3-15 LG REVISION REQUESTED BY TOWN ON 9-1-15 mci .S V) C DATE BY DESCRIPTION APPROV. BY Xn go OVERALL SITE PLAN REVISIONS -6 SCALE: 1 "=50' m u- TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS 0 C OVERALL SITE PLAN Em 0-0 -6 L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Ln 0 Sheet No. — C) Designed By: mci Scale: AS NOTED 00 N 'd C;a Drawn By: MF Date: JUNE 2015 LK Pr-CIPA MAI C EIEC� \X LPAN-r 6' CHAINLMN 0 /-7 -77— �2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES C 1, OL Approved BY: RGD File No. 13108.000 PLOT SIZE: 2204 S43' 34' 01.93"E w 202.82' w SITE DATA: w SCTM #: 1000-075.00-05.00-014.001 CONCip TE IDEwq p ASPHALT PAVEMENT V SITE AREA: 12.27 ACRES � ZONING R80 ( RESIDENTIAL LOW DENSITY ) ° AS OFFICE ETER CONC. BUILDING AREA: PROPOSED 11,520 SF PROPANE PAD N42' 35' 58.07"E TANK 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. 256.09' �" J 2. PUBLIC WATER SUPPLY FOR THE PROPOSED MAINTENANCE GARAGE BUILDING IS 1►' HIGHWAY 1-1/2 STY I PROPOSED FROM THE ON—SITE PRIVATE WATER MAIN PROTECTED BY AN 8" WDFR AMIN ENANCE S34' 44' 28.07"W RPZ AND CONNECTED TO SUFFOLK COUNTY WATER AUTHORITY OWNED 8" I TANK 152.84' WATER MAIN. x 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE I PAVEMENT L ��\ DIRT;GRAVEL PROPOSED SANITARY SYSTEM. I �— f S6' 20' 58.07"W 4. TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. MCLEAN I GAS 41.16' ASSOC., P.C. ON NOVEMBER 11, 2013. 1-STY. BLOCK / 111 METER —��"� HIGH VA Yl FUEL \ 5. VERTICAL DATUM IN NAVD 88 (IN FEET). MAINTENANCE I R'� BARN / TANKS ON CONC. PAD '� — 674.87' j ELEC. 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 45' 53' �! \ 9�F PANEL 53 11•93s'E�"�--x 6.Ct/gINL7�r� S43' 39' 01.93"E 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE 111.64' NEW YORK STATE PLANE COORDINATE SYSTEM (NAD 1983). _ _ 6 II ��•• ___ I `�_ CHAINGINK^FENCE 17— SHED/PUMP QUEM x� #64 I �P OR AN FUEL W CONCRETE PAVEMENT HOUSE I ` —_11 CONC. TANK ��J /ISLAND W/ / STORAGE r CANOPY \ DIRT/GRAVEL / BUS -� _ S35' 1' , BUILDING 40' CONC, 1-STY. -� r / \ �6i STOP STORAGE VD, FR. ' y , I' \ _ BLOCK RETAINING WALLS ) DIA, BUILDING 50' / \ — it 81.64' DIA, E EE CONC. 1 DEMOLITION NOTE: — PAD x off j, SW 6' I , --�#262 - \' 1 �`- / ��$ I ELEC. E uRB ALL BUILDINGS, STRUCTURES, FENCING & UTILITIES WITHIN _-- I ` / E I TRANSFORMER \`�: I E ON CONC. PAD y THE PROJECT AREA WILL BE REMOVED BY THE OWNER — — r 4'STK. FE RIM=15.18 PRIOR TO THE START OF WORK AND SHALL NOT BE PART �6, \ j UTILITY BLDG. � OF THIS CONTRACT ,, E CONC.j PAD NATURAL GAS GENERATOR ELEC. ' " _ ASPHALT N 43' 30 51.93 W PANEL ASPHAL T PAVEMENT PAVEMENT / I 208.32, PROPOSED PROJECTLli DIRT I lI/ � --AREA (SEE / \\✓� IIII�III /ll l ill 11 SHEET C-3)00 rlr S35 19' 58.07"W ai iv —'_"1 344.84' LO 30 PAVEMENT z j Q'`� HOE ~ 2 ox `16, x a j \\\ \ , .\ll` 1II1II� — ALL \J/I�' W WA of ruwru niv FEA G 4r V) PAVEMENT CONCRETE CURB CONCRETE WALL \ TRAILER RIM-15,42® " \ x_ ---- '' O S50' 13' 01.93"E X x — \ %�a [ ( I ! [ \ ------------- OO x x�� �I 205.00' I 9 � x ANIMAL SHELTER JeT BLOCK BLDG. I-STY.jt _ 0 o UTIL. I I j ' - I -- - -------rn BLDG. � ��--- - _ I ,ANTENNA SEVER ---------------- 2 - -- _- T PtV£MENT STY. VD. FR. GAR. GID ---------G -__ y bI x \\i �� RIM=16.04® p �AcuuMs� S35' 19' 5 t 1i#�59 DO NOT 1 177.84' 1 HAINLINK F0 ENTER DOG PENS ENCE IMPOUNDAR4i I pi +�._ ❑ _----- _ _L --_� � _ x BLOCK BLDG. POLICE ❑H — "C-_ =—_ x 1-STY k I CENC. PAD % LIL #259 —�� ..=_3 W ❑ —� I Jx WITUNITS 1020.48' x� rI • —� ❑�- ---y� #259D �, SATELLITE A/C I RIM=11.73 DISH UNIT i ( __x_❑ 8 x GENERATOR % 10-22-15 MCJ RELEASED FOR BID RGD Nc -�CHAINLINIC FENCE❑ x PAD { --- G DATE BY DESCRIPTION APPROV. BY �'�.. —= ❑ x x x ANTENNA RIM=11.61 - 3 0 ASPHALT PAVEMENT RIM=1.35 REVISIONS -__ TOWN OF SOUTHOLD LIL #259 SUFFOLK COUNTY, NEW YORK MIR HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS u C O C .o EXISTING CONDITIONS o � 0 100 2 0 C L. K. MCLEAN ASSOCIATES, P.C. Feet 'o CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 V) GRAPHIC SCALE: 1 " = 50' Designed Ey: MCJ Scale: AS NOTED Sheet No. Ln o r p co No o Drawn By: PWD, MCJ Date: OCT. 2015 N � C2 Approved By: RGD File No. 13108.000 OL 0 TANK CANOPY ' € GENERAL NOTES: r^�p�wa O t 4 1j ico -QTY, __, I S TL IR A 5Ef _ 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL STATE COUNTY AND LOCAL CODES AS r , �.tT11 C '"v'r VDII I WELL AS IN STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL eta. I;t. ,' STUPA _. FR, ; 1 ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. 1 ___, IN FIBER OPTIC LINE _ 2• ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES FOR THE ' -�- �• _ ' - � � �� >• C �a _ _ .1-sT craC � r f l r0 IN INTENDED PURPOSE. MAINTENANCE BARN j _- CONDYIT OVERHEAD. DROP'TO BASEMENT--4N -GKFICE AREA f x w.,p 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. 0 PADf 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND Alp __,__ __•_.O. RESTORE ASPHALT AT �_ f RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, _... .<TREICHf ACROSS DRIVEWAY Jz WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. j S C ,.' INSTALL UNDERGROUND FIBER / ! TFCIRr"dmf' CONDUIT ,` ::,:; 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, OPTIC LINE IN 2 ' PVC - -• ON CDNc' ;. RESTORE TRENCH AREA ;:::: :: ::: : CIC ETC. EITHER EXPOSED OR CONCEALED. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN y AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT AFFECT THE WORK. INSTALL {���}�J,'E UNDERGROUND o ° ELECTRIC SERVICE 6. THESE DRAWINGS ARE RESTORE TRENCH I DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS o� AREA UTILITY SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVICES / ITEMS. B!ZIP;, INSTALL - - Fo� / E 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED / WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS AND CONCRETEAPRON ( ® �� ® �—1 0 Ic°/ INSTALL ' ' j E ! ��TURAL RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER. / _ CONCRETE ,ta E G�,��7RATDR SIDEWALK & � '� ELECTRICAL STT CONCRETE / o CURB / E d d E j 1. ALL ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, D` D o / AND LOCAL CODES AND IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE SPECIFICATIONS AND ASRxALT REQUIREMENTS. INSTALL 1 ,200 GAL. INSTALL /• , /; ;.';, . ,'; / I " PAt/ 1�7` 'T 2. ALL EQUIPMENT AND COMPONENTS SHALL BE PROPERLY GROUNDED AS INDICATED ON THE DRAWINGS AND/OR ' E INSTALL TWO 3 SPARE PVC CONDUITS FROM UTILI AS REQUIRED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND M t SUBSURFACE 5'x5' CONC. / �� SANITARY SYSTEM UTILITY PAD 80.0' / ROOM TO BEYOND SIDEWALK AND CAP ENDS I MANUFACTURERS INSTALL GAS SERVICE µ-- _f RECOMMENDATIONS. �"`• (SEE SHEET No. / I � �------'---' , - .... �,- u C-5 & 6 FOR v RESTORE TRENCH AREA ! 1 3 3. ALL POWER CONDUITS ARE SHOWN DIAGRAMMATICALLY. EXACT RUNS SHALL BE DETERMINED BY THE { DETAILS) f rj CONTRACTOR IN THE FIELD, EXCEPT WHERE SPECIFICALLY DIMENSIONED ON THE PLAN. / INSTALL 2" DOMESTIC + _ 4. ALL EXPOSED CONDUIT SHALL BE PROPERLY SUPPORTED BY APPROVED HANGERS OF ANGLE OR CHANNEL �� � f I {= CONSTRUCTION. WATER SERVICE RESTORE TRENCH AREA 5.0 TYP. i 5. EXPANSION FITTING SHALL BE FURNISHED AND INSTALLED WHERE CONDUITS, EXPOSED OR CONCEALED PASS PROPOSEd\MAINTENANCE GARAGE I $ i , (FINISHED FL00 ELEVATION = 18.28') f THROUGH STRUCTURAL JOINTS. OZ/GEDNEY "DXX" FOR EXPOSED AND TYPE "DX" FOR CONCEALED OR 35.0 I I f APPROVED EQUAL. \_/ ( f ✓ I i 6. CONDUIT FOR POWER THROUGH CONCRETE FLOORS OR WALLS BELOW GRADE SHALL BE INSTALLED WITH o� v INSTALL I 3 ? I 'I APPROVED CONDUIT SEALING FITTINGS. OZ/GEDNEY TYPE "WSK" OR APPROVED EQUAL. v DROPCURB CONNECTED _ I i 7. FOR AREAS CLASSIFIED AS CLASS 1 , DIV 1 , ALL ELECTRICAL MATERIALS SHALL BE OF EXPLO TO ROOF 144.0 SIGN PROOF DRAINS CONSTRUCTION. ALL CONDUIT ENTERING / LEAVING THIS AREA SHALL INCLUDE SEAL OFF FITTINGS. ALL (NP) 17 WORK TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. R0,<EU AsRf7ALT RA 4' �, 7v'7 - I EXISTING TO REMAIN 8. ALL OUTDOOR ELECTRICAL ENCLOSURES INCLUDING WIREWAY SHALL BE TYPE NEMA 4X. v ° a ° D ° _... WORK BY OTHERS r `' 9a4 I 9. LABELING - ALL PROPOSED COMPONENTS (EG. DISTRIBUTION CENTERS) SHALL BE CLEARLY LABELED WITH 1" TALL LETTERS. ALL BREAKERS SHALL BE CLEARLY LABELED. � � INSTALL - �• � I {� �:� � `,: 10. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND v. CONCRETE I ` SUBJECT TO SUCH MODIFICATIONS INSTALL ° APRON I i i I I CATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. - CONCRETE o ° Q. •• 95.0' _. _._..._.. __ _........._...--` 1' APRON 11. ALL WIRING SHALL BE INSTALLED IN PVC CONDUIT, SCHEDULE 80 UNLESS OTHERWISE NOTED. ALL CONDUCTOR IN CONDUIT SHALL BE THHN, USE-2 XHHW OR APPROVED ° -% p • • •. .,"-r`` � � � � EQUAL. 12. THE CONTRACTOR SHALL INSPECT THE EXISTING ELECTRICAL CONDITIONS AT THE SITE, AND ADJUST HIS BID ACCORDINGLY PRIOR TO SUBMISSION. CL o D Q = LEGEND i / - - E E UNDERGROUND ELECTRIC LINE EX. HYDRAN-1\ S GAS UNDERGROUND GAS LINE 41 _._..w_ in ' __. — — D UNDERGROUND DRAIN PIPE ALLd_. W._______.. ..__ _.._.__��_._.__ ___..__. __.. ___ .. � ,:_-.. .,... _,. .,,"�•. �„ .........< ..,.. ..... '�' . ...,.E _ --- ___.._. .____._..-__. { 5.O'TYP. s CHAIN IN C . .. . .._ _ _.. _, 4 7 f _ __...._ E.__. _.�.. ._.._. ... ..-. . � ... ..,_. ,,_ _ _ .. _. . � _ _.....___.�.. ..._._., ._. ;.: -.__.,�._.._..-........ ..... .._ � � CONCRETE AS NOTED 11A TEP P41AI 0 r' € ; .... ..__.............. { __..............•EXI;l i C---DOUBLI=_; .__. ..___ (y .._._._...._._._.__._ •.3 ..... .__.. _ ....__._.,..._._ .. , __ ._._.........,. _......-.... .__. .._..-�...�.__ _..._._..._._.......__.. €"; _... ___ - ' I _.__._... ASPHALT AS DETAILED EJ CHECK VALVE � INSTALL 2 WATER z `µ 1 ` EXISTING 6" WATER LINE TAPPED INTO ASPh..hLT BUILDING (SEE ARCHITECTURAL PLANS) PA 1/E"t'�I��T � s SERVICE TAP TEE EXISTING 6" TEE �<._DIr INSTALL , , 1 _,. CONCRETE IlAa L _..._. _.__. -�_.___... ._. .w BOLLARD AS DETAILED -. _T o _.... __ _ . _ • SIDEWALK £, r ''-_._.._.._. . = .. . ._.... _ TRA F $ — _ s ���'�"��' C�I,��_ CONCRETE � , `£ € ° J — �. � 1 �I SAWCUTTING RIM=15,4E 2 Z11 ? 110-22 15 MCJ RELEASED FOR BID RGD cl P) DATE BY DESCRIPTION APPROV. BY co _< t REVISIONS TOWN OF SOUTHOLD a 4 �, # r o SlIEL7�R Z�I,.00 a • _ _ __..__._ - -; �i ' , SUFFOLK 1-s7 N COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE I AND SITE IMPROVEMENTS 0 SITE PLAN E � 0 _0 PROPOSED SITE PLAN I � SCALE: 1"=20' L. K. McLEAN ASSOCIATES, P.C. LO CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 O 40 80 Designed By: MCJ Scale: AS NOTED Sheet No. 0 N 0 0 o Feet Drawn By: PWD, MCJ Date: OCT. 2015 N V) d: C3 Approved By: RGD File No. 13108.000 EAVEMENTZSURFACE SCHEDULE R= 1" R= Y I _ 6"VS.C.) BOTTOM OF CURB SECTION/DESCRIPTION REMARKS » f UMINOUS SEALERDOW CORNING 890 #5 BARS ® 12 O.C.SILICONE JOINT EACH WAY TOP AND BOTTOM 0" REVEAL » » REBAR CHAIRS EVERY1)6 x 18 SMOOTH SEALANT _�� EPDXY COATED BARS POLYETHYLENE 48» MAX. TYPICAL —I I ( D101-1/2 TYPE 6F WEARING COURSE �, 24' O.C. EXPANSION CAP '. • 1 ' ° 0 ' 0 2-1/2" ASPHALT TYPE 3 BINDER COURSE PROPOSED ASPHALT 2" MIN. CONCRETE TO BE 3,500 p p 00 S' 0 12 ° ° o RESTORATION a Cov. P.S.I. AT 28 DAYS. — _ d PROVIDE EXPANSION JOINTS p . =1I I=1=1I I=1-1 I-1 I I=1-1 I I 6" STABILIZED SOIL SUBBASE ° a a �n AT 20 -0 O.C. (MAX.) cov IN. WITH 1/2 BITUMINOUS D p FLUSH, SMOOTH 4,00o PSI CONC. (TYP) JOINTS NOTES TRANSITION BROOM FINISH, STEEL TROWEL EDGE �- 9 UNLESS OTHERWISE NOTED COMPACTED RCA » 1/" TYPE 6F WEARING COURSE 1. SEE TYPICAL ACCESSIBLE PARKING DETAIL FOR 6„ ( p �' • p' EXPANSION JOINT BREAKER SU GRADEi i 2 —►I LOCATION OF SIDEWALK RAMPS. -E 4" DEPTH OF CONCRETE WITH WALKWAYS NOTES: 2%" TYPE 3 DENSE BINDER '4' o : • •' 6" x 6" 6/6 WIRE MESH AT MID-DEPTH COURSE 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO -� I TYPICAL CONCRETE PAVEMENT DETAIL (APRONS) " " 1 . CONCRETE SHALL BE A MONOLITHIC STABILIZED BASE PRODUCE UNIFORM STRIATIONS 3/16 TO 1/4 WIDE, BY 1/4 DEEP =I I=I-III=i-1 I I—1 I I-1—1 I I COMPACTED SUBGRADE SCALE: N.T.s. POUR AND TO BE CURED IN 14 DAYS ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN 2. THE CONSTRUCTION OF THE CONCRETE CURBS ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER SHALL MEET THE REQUIREMENTS OF THE NEW PRIOR TO INSTALLATION. YORK STATE DEPARTMENT OF TRANSPORTATION SIDEWALK CURB RAMP DETAIL STANDARD SPECIFICATIONS OF JANUARY 2, 2002, AS AMENDED FOR SECTION 609 CONVENTIONALLY (NOT TO SCALE) FORMED OR MACHINE FORMED CONCRETE CURB 1 1/2" �z, PICK HOLE RIBS 6" RCA & 4" TYPE 6 ASPHALT x- 3/8-16 UNC OFFSET MEASURED AC JOINT 3" WIDE MINIMUM STAINLESS STEEL TO THIS POINT PAVEMENT HEX H�AO BOLT it 10 , W/ WASHER (2) � 22511, PLAN COVER ROOF LEADERDETECTABLE \ / " TRANSITION 1" 1 1/2 \ I a •° o \� / MARKING TAPE COVE �.'ti'°w� 21 „ „ 34" DIA . AST IRON CLEANOUT T BRANCH " o \ j o COMMON FILL e y WITH BRASS OR BRONZE THREADED 32 DIA. — M ° Q PLUG " .5 I SKID 2 1/2 1 1/2 " \ I :o. \\� ' °. o . '° WIDEN TRENCH RESISTANT SURFAICE CAST IRON PIPE 2 1/2 ( ° 1% MIN. PITCH I 1" `� N \ o\\� a ° , • ° / AS NEEDED GRADEF- 30" DIA " r i \ o ' / ABOVE CONDUIT ( I I— " 5 1/2 1 \ ° . . / POLL LOI V i 32" DIA " \ a. j � ) ° / SPARE SCH. 80 PVC CONDUIT t/4" (6) CENTER PIN 43 DIA. 2 � `- ° ° SCH. 80 PVC CONDUIT „ SECTION D ETAI L D ° BEDDING (/1 5'-0" 8 ADS \\\� a ' ° . ° Jvb) .� SLOPE ® 1% 1 71 1 ROOF LEADER DOWNFALL DETAIL CAST IRON MANHOLE FRAME & COVER (NOT TO SCALE) N.T.S. TYPICAL PAVED ELECTRIC TRENCH DETAIL �� �' 1 ,0 (Isla lip N.T.S. " a FINISHED GRADE - B jFOR SOLID COVER „ HEAVY DUTY MANHOLE TOP SECTION uFr1 �� t30�.T ��� 112, � �' FRAME AND COVER STRAIGHT 24" DRAINAGE NOTES TYPE FRAME-ROUND FLANGE 0 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 CAMPBELL FOUNDRY CO. SEE NOTE 2 r � 10'-O" ETEhIItN 1 UF1NG DOLT (4) PATTERN #1009 OR EQUIVALENT 0 B 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS8"� qps = o w (4 2X 4" (1C 2,1 X 4" (102 c, 14 c° CONCRETE CROWNED WOUSEHO=ES (PG242468 ONLY) „ 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON O in V) o TO SHED WATER oEXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THEPATTERN SEE NOTE 1 PULL B 0 X DETAIL C CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS ASeR UPMEENT A A WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE SHEET PILING AS REQUIRED N.T.S. PLANS. EXCAVATE AND BACKFILL 1 FOOT , ,t , ° 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AROUND LEACHING RINGS WITH 8 LONG, 6 STEEL o, AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE GRAVEL MATERIAL AS APPROVED BY 12" ,:.•.,.. PIPE FILLED WITH = ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. THE ENGINEER. CONCRETE PAINT TWO COATS DIRECT o NO DIRECT PAYMENT WILL BE MADE EXCAVATE AND BACKFILL 2 FEET '': '.,.•' o TO METAL AS SELECTED - AROUND AND BELOW LEACHING BY OWNER 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET j GRADE RINGS WITH SUITABLE POROUS N FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED Z ° MATERIAL AS APPROVED BY THE L BY THE ENGINEER. U ENGINEER. 4" MIN. ��j/�j�\j�\�/ 10-22-15 MCJ RELEASED FOR BID RGD NOTES: '*'•• 0 w B COAT INGROUND PORTION 6. ALLOW THREE (3) INCHES FOR FINAL ADJUSTMENT OF CASTING. �,:3' z w OF BASE WITH ASPHALT DATE BY DESCRIPTION APPROV. BY ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE 1 . STEEL REINFORCED ON LEACHING - `. v X o- \�, a. BASE PAINT o BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. SECTIONS WELDED WIRE FABRIC L� PLAN VIEW REVISIONS 6 x12 #6x#8. -' FRAME & .. POURED CONCRETE BASE 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS 2. STEEL REINFORCING ON CONE FINISHED a 3,000 PSI TOWN 0 F S 0 U T H 0 LD UNLESS OTHERWISE NOTED. SECTION 12-#2 VERT., 1-#3 TOP, GRADE GRATE (SOLID) i „ 1- BOTTOM. `. °. SUFFOLK COUNTY, NEW YORK 0 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND # "` MTTIda• ° SHORING DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN ;. HIGHWAY MAINTENANCE GARAGE U AND THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING MIN. (3-) AND SITE IMPROVEMENTS o AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS 14' MINIMUM F CLEAN 2 COURSES a a 0 OF TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY DISTANCE -' GRANULAR " :,: AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT TO .N ;:, `.:: ::,,:::_ , N BACKFILL SITE DETAILS PAYMENT WILL BE MADE FOR THIS OPERATION. e '° GROUND MAT L 2'-1 ° WATER �2 69. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". SECTION A—A SECTION B—B DRAIN OPENING DETAIL L. K. MoLEAN ASSOCIATES, P.C. ° 10'—0"s� LEACHING POOL L. TYPICAL 4 BOLLARD DETAIL CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (NOT TO SCALE) P.) DETAIL NOT TO SCALE L o (NOT TO SCALE) Designed By: MCJ Scale: AS NOTED Sheet No. — 0 0o Drawn By: PWD, MCJ Date: OCT. 2015 (� N r7 v j 4 Approved By: R G D File No. 13108.000 oa 539.76' N33' 22 18.07"E 0 NUMBING I-STY, 1, CO I 46" VIA FR, 51, DIA Sv I-STY, YLOCK WMVA�'O 1 IA. t WIMMMANCE BATS TEST HOLE LOCATION CON", W Q) 4'tl ELEC, TRAM 'kWIR PAD cmr_ PROPERTY LINE PROPOSED 10'0 DRAINAGE UNDERGROUND ELEC. PROPOSED LEACHING POOL (TYP.) SERVICE UrrLrry BLIM NATURAL co PROPOSED CONCRETE 0) co APRON PROPOSED NEW HOUSE TRAP BY GENERAL 0 \� GEA'7PA TM CONTRACTOR (SEE DETAIL ON ASY"H4,t r PAVE PROPOSED (0 CONCRETE cySIDEWALK 01 SHEET No. C-6) 5'x5' CONC. UTILITY PAD co. + \; PROPOSED 1,200 GAL. 'N, 0' 0 Z SUBSURFACE SANITARY 11 ASPWAL T I­ 1_ SYSTEM (SEE SHEET No. P14 rT C-6 FOR DETAILS) PROPOSED AREA OF WORK FOR THE DROPCURB NEW MAINTENANCE GARAGE & v PROPOSED OUTFALL #4 (SEE -W-W-W PROPOSED 2" SERVICE ENLARGED OUTFALL #4 SANITARY PLAN) FE�, EXISTING 2,000 GAL. HUMAN 2 WASTE SANITARY SYSTEM & 4-p_, A.OA a FUTURE EXPANSION OF SANITARY 2,000 GALLON ANIMAL WASTE SYSTEM i - A SANITARY SYSTEM W1 HAIR 00 PROPOSED MAINTENANCE' GARAG& j-17.0` 3 i ` TRAP. (OUTFALL #2) AREA OF WORK FOR THE 80'x 144 ------ _D --- A A EXISTING MAINTENANCE .520 SQ.FT. PROPOSED GARAGE & OUTFALL #3 (SEE ,(F.F. ELEVATION 18.28') A GAS SERVICE H ENLARGED OUTFALL #3 A', A SANITARY PLAN) PROPOSED ' A - 7 �_� * PROPOSED t CONCRETE CO A 4 11 I I ?.1 , -, APRON CONCRETE CINDER BLOCK I APRON A 04 A' LOCATION OF EXISTING CESSPOOL TO BE 04. _ I i� : I , ., , . I tjSTING GAS MAIN ABANDONED. SANITARY SYSTEM PROPOSED ROOF (OUTFALL #0 0 N42' 35' 58.07"E DRAINAGEPIPE (TYP-) 7. 256.09' co 11_\ A.1 ZE /EXISTING SANITARY SYSTEM TO BE X. HYDRANT\ ABANDONED IN A ACCORDANCE WITH 6.0 IF -r,-1 77-N _W_W_ w W SCDHS STANDARDS. 0 7 --17.0 WA TER 11011m J DOUBLE PROPOSED EXISTING TiN, EXIS' PROPOSED 1 ill VE A,'V"HA,L T CHEX VILVE 2" SERVICE CONC RETE EXISTING 6" WATER SIDEWALK PA Vf�'-N r S43' 34' 01.93"E WATER MAIN fi COMA= VAL L 202.82' SERVICE TAP AND TEE T 04 #4 J1 ENLARGED OUTFALLSANITARY PLAN TEST HOLE LOCATION SCALE: 1 "=30' EXISTING S35' 109' 58.07"W GRADE of SITE DATA: 344.84 APPROXIMATE LOCATION DARK BROWN LOAM • 1 .0' OF EX. CLAY SANITARY SCTM #: 1000-075.00-05.00-014.001 SYSTEM WASTE LINE TO BE ABANDONED. BROWN SILT T! BROWN SILTY SAND SITE AREA: 12.27 ACRES S50* 13' 01.9,3"E N43' 301 51.93PPW S34' 44' 28.07'W 4.0' ZONING R80 RESIDENTIAL LOW DENSITY) v -znl ASSUMED LOCATION OF U) S6* 20' 58.07"W fl. 205.00' 208.32 1 1 1# 152.84' LEACHING POOL TO BE PROPOSED BUILDING AREA: 11,520 SF ABANDONED. BROWN FINE TO MEDIUM SAND 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. NNNN_j 41.16' 9.0, to 2. PUBLIC WATER SUPPLY FOR THE PROPOSED MAINTENANCE GARAGE BUILDING IS PROPOSED S35' 19' 58.07"W S43' 39' 01.93"E PALE BROWN FINE TO COARSE SAND FROM THE EXISTING ON SITE 8" WATER MAIN PROTECTED BY AN 8" RPZ. 177.84' '0 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. 0 15. EXISTING CONDITIONS U) NO PUBLIC WATER WELLS ARE WITHIN 200 OF THE PROPOSED SANITARY SYSTEM. SCALE: 1"=80' T/OTCOA ROWN FINERSE SAND 4. TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. McLEAN ASSOC., P.C. ON NOVEMBER 11, 2013. 2 CONTRACTOR SHALL 23.0' MODIFY INTERIOR 5. VERTICAL DATUM IN NAVD 88 (IN FEET). CD PLUMBING & REDIRECT TO THE 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. (1� TEST HOLE NEW SANITARY EXISTING ON-SITE WATER SERVICE SYSTEM. (NOT TO SCALE) 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE NEW YORK PErVW,7 LAW EXISTING U.G. ELECTRIC & STATE PLANE COORDINATE SYSTEM (NAD 1983). TELEPHONE TO BE ABANDONED. >1 0:��(mry Park t'm r- ,,"s i - I i ­_-11 0 1�; I., ­­' I - MINIMUM HORIZONTAL SEPARATION DISTANCES 3. PROPOSED, 1,200 GAL. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING SEPTIC TANK, PERMITS Go.!rl�,ru i r h SUBSURFACE SANITARY--,. & ALL COORDINATION WITH THE SCDHS. CSYSTEM (SEE SHEET No. SEPTICTANK, m wfl TABLE OF MINIMUM HORIZONTAL LEACHING GREASE TRAP,OR SEWER LINE C-6 FOR DETAILS) SEPARATION 0 STANCES FROM: POOL NNNIN MANHOLE PROPERTY LINE BUILDING WITH CELLAR 10 FT. 10 FT. 5FT % BU ILDI NO ON SLAB 5 FT 10 FT 5 FT. 7p "Orey Cteek T, VMCE A,'�FHAL T WATER SERVICE LINE/LATERALS/MAINS 10 FT. 10 FT 10 FT 10-22-15 mci i FUTURE EXPANSION OF RELEASED FOR BID RGD GAS A4 LT_"VEWT MR SANITARY SYSTEM 6", 1 5 FT 5 FT. 5 FT. DATE BY UNDERGROUND UTILITIES 00 f DESCRIPTION APPROV. BY to �'i A 0111 SURFACE WATIER(REGULATED WETLANDS 75 FT. 100 FT. 50 FT F It REVISIONS FUBLICVVATERV�ELL 200 FT. 200 FT, 50 FT. A PRIVATE VVELL 100 FT. TOWN OF SOUTHOLD 40.0 1 1 t f 150 FT. 50 FT. SUFFOLK COUNTY, NEW YORK STORM RAN/STORMWATER RECHARGE BASIN 20 FT. 20 FT 10 FT. _(-fai Ir Pam" co- PROPOSED CONCRETE CATCH BASINS(NON LEACH I NG)/DRAI NAG E 5 FT, 10 FT, 5 FT HIGHWAY MAINTENANCE GARAGE PIPE MWVAY I-I/F SLAB SM WA FR LEACHING POOL 8 Fr. 8 FT. 10 FT. AND SITE IMPROVEMENTS C SITE LOCATION "tPA3 irk SEPTIC TANK,PUMP STATION,GREASE TRAP, OR MANHOLE 5 FF. 8 FT. 5 FT. 0 PROPERTY LINE 5 FF. 10 FT. 5 FT PROPOSED SANITARY PLAN PROPOSED O.H. FIBER 0 0 OPTIC FOR NEW SWMMINGPODL 20 FT. 20 FT. 5 FT '7: 0 lb�ly Winery -C ,MAINTENANCE GARAGE. :3 L. KIN McLEAN ASSOCIATES P.C. 0 � I- i t RETAINING WALL(WATER PROOF) 10 FT. 10 FT. 5 FT. 0 LL. FUEL STORAGETANKS(BELOWGROUND) 20 FT. 20 FT. 10 FT. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 "kez"N' 0 TOP OF EMBANKMENT OR STEEP SLOPE 0 L ...... 25 FT. 25 FT 25 FT Sheet No. '4 C� (15%SLOPE OR GREATER) Designed By: MCJ Scale: AS NOTED m - - BLUFFS 1335 FT. 65 FT 65 FT, W_ C�k 41� C & ABANDONED. AL SANITARY--,. 7 No. LOCATION MAP ENLARGED OUTFALL #3 SANITARY PLAN ( BY OTHERS) Drawn By: PWD, MCJ Date: OCT. 2015 C5 > N.T.S. SCALE: 1"=30' 0 FApproved BY: RGD Rile No. 13108.000 PROPOSED FINISHED FLOOR ELEV.=18.28' (NEW MAINTENANCE GARAGE) NOTES: FRESH AIR INTAKE PIPE WITH SCREEN PROPOSED FINISHED FLOOR ELEv.=80.0 FRESH AIR INTAKE PIPE WITH SCREEN TRAFFIC BEARING HEAVY DUTY CAST IRON FRAME 1 . UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH PRIOR TO AND COVER WATERTIGHT BOLTED LIDS WITH GASKETS, EXCAVATION. CLEANOUTS AND MODEL R-1916-C1 BY NEENAH FOUNDRY COMPANY EXTERIOR DECK CLEANOUTS AND OR APPROVED EQUAL. SEE DETAIL THIS SHEET (TYP.) TOP OF RIM PLATES FLUSH EXTERIOR DECK ELEV=17.65' (LP1) WITH FINISHED PLATES FLUSH TOP OF RIMS TOP OF RIM ELEV.17.76' (LP2) 2. 3" THICK TYPE 6 ASPHALT TOP SHALL RESTORE TRENCH SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF CONCRETE WITH FINISHED ELEV.=17.90 (ST1) ELEV.=17.9°' (STI) ELEV.-17.65' (LP3) TRENCH. 77 CONCRETE ELEV.=17.83' (ST2) ELEV.=17.83' (ST2) ELEV.-17.84- (LP4) FINISHED GRADE • 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR .4T 6" LIFTS. WWI/ INLET MIN. 4" DIA. SDR 3524" 24" MAX 2.5 24" 24" PVC PIPE PITCHED ` 2.5' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION. MINIMUM 1/4" PER FOOT CHIMNEY 24" MAX. MAX. FROM SANITARY TRAP CHIMNEY 20" 20" 4" DIAMETER SDR 35 PVC PIPE 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) FEET, RUNNING 8" TRAFFIC BEARING SLAB PITCHED MINIMUM 1/8" PER .a• , 20' `. i ,°': �� PARALLEL, FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE T.T. AND SANITARY SEWER SERVICE) g" 12" MIN. FOOT -1 AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHTENING POLE, ELECTRIC FLOW LINE 8" TRAFFIC BEARING SLAB INVERT (IN) o 0 C== TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. INVERT (OUT) ELEV.15.07' (STI) 14. ELEV.=14.57' (STI) ELEV.-16.07' (ST2) 18" ELEV.-15.57• (ST2) o 0 0 o I WATER MAIN NOTES: •' INVERT (IN) ELEV.-14.48j(LP1 & LP2) 4" 0 0 04" INVERT 4" 5'-0" 8" 4" ELEV.=15.48'(LP3 & LP4) 20' ELEv.=15.28' (NEW MAINTENANCE GARAGE) INVERT 'k- I o o 1. WATER MAIN PIPE TO B E BRUTE PIPE, CLASS 150 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. PIPE ELEV.-76.30' Q 4'-0"6" PVC DROP 8' MIN. SEPARATION o o SHALL MEET AWWA STANDARD C900 AND ASTM STANDARD D2241 -89. PVC PIPE SHALL BEAR THE APPROVAL OF THE osTONE ReUnorRi N a^N s" NATIONAL SANITATION FOUNDATION. BACKFILL v o 0 o BACKFILL LINE ° MATERIALa PROPOSED HOUSE TRAP PROPOSED HOUSE TRAP 6 MINIMUM CLEAN SAND g Z s< o CLEANsA�ND 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. REINFORCED AND GRAVEL 000 p o AND GRAVEL CONCRETE SLAB B. BOTTOM OF RING (OUTFALL #4) (OUTFALL #3 ELEV.=10.57' (ST1) a.o o o Cil3. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK. �- e ... ... . ° n . . •. T1EY.=11.57' (ST2) 3, z in f0 -�iA o 0 0 a 3' (NOT TO SCALE) (NOT TO SCALE) g•_o" �• MIN. o 0 o MIN. 4. ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS. ALL PIPE CONNECTIONS SHALL BE MADE USING p o 0 o FLEXIBLE ELASTOMERIC SLIP ON JOINTS MEETING ASTM STANDARD 03139-89. 1200 GALLON CAPACITY CYLINDRICAL SEPTIC TANK o 0 (NOT TO SCALE) I BOTTOM OF RING 6" o o I 5. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. ELEV.=9.48' (LP1&LP2) ELEv.=9.48' ( 4) 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL 100'-01-0"" MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT ALLOWABLE SITE SANITARY FLOW 3' MIN. ABOVE HIGHEST 6' MIN. PENETRATION I LEAST 6" BELOW THE BOTTOM OF THE PIPE. RECORDED GROUNLWAiER INTO A VIRGIN STRATA OF (Population Density Equivalent) �- - - - -SAND AND GRAVEL- 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". Groundwater Management Zone: IV (600 GPD/Acre) LEACHING POOLS Use 600 GPD/Acre x 12.27 Acres = 7,362 GPD (NOT TO SCALE) 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. OUTFALL #3 SEWAGE DISPOSAL_SYSTEM DESIGN 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST EXISTING 11,786 SF BUILDING USE - MAINTENANCE GARAGE PROPOSED 1 , 200 GALLON SANITARY SYSTEMS PROFILE EDITION OF AWWA STANDARD C600. DESIGN SEWAGE FLOW RATE 0.04 GPD/SF (GENERAL INDUSTRIAL) (OUTFALL #3 & #4) 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 OR THE LATEST REVISION. - 0.06 GPD/SF (OFFICE) 11. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS (NOT TO SCALE) SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS 0.04 GPD/SF X 9,666 SF = 386.64 GPD (GENERAL INDUSTRIAL) REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 0.06 GPD/SF X 2,120 SF = 127.2 GPD (OFFICE) TOTAL = 513.84 GPD MANHOLE NOTES: SEPTIC TANK 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. @ 28 DAYS. REQUIRED: 513.84 GPD X 2 DAY FLOW = 1 ,027.68 GALLON EXISTING ON SITE 8" 0 2. FRAME & COVER SHALL BE WATERTIGHT, INSECT-PROOF AND LOCKABLE. PROVIDE: (1) 8' 0 AND 4' LIQUID DEPTH, 1200 GALLON CIRCULAR TANK PROPOSED WATER MAIN ALL COVERS SHALL HEAVY DUTY, TRAFFIC 2" 0 TAP 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT (TYP.) BEARING, WATERTIGHT, BOLTED LIDS WITH LEACHING POOL CASKETS, MODEL FOUNDRY I COMPANY ORAPPROVED EQUAL 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE REQUIRED: 513.84 GPD / 1.5 GPD/SF = 342.56 SF ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 24" 342.56 SF / 31 .4 SF/VF = 10.91 VF (SAY 11 VF) %' , ' 1/4 6" PROPOSED 2" 0 TYPE K COPPER DOMESTIC WATER SERVICE " ;\ r ;.y ;yX 20 5/8 o, PROVIDE: (2) 10'-0' DIAMETER X 6 VF EFFECTIVE DEPTH Y'; " ;. :'v; " FRESH AIR INTAKE PIPE WITH SCREEN PRECAST CONCRETE SANITARY POOLS (7 OVERALL STRUCTURES HEIGHT) :.', c COVER SHALL BE 1/4" DIAMOND PLATE 0 2 LEACHING POOLS X 6 VF/LP = 12 VF PROVIDED ® 31.4 SF/VF =314 SF STEEL PRIMED AND PAINTED FOREST GREEN 0 376.8 SF > 342.56 SF (OK) WITH HOLE CUT UTS FOR VENT PIPE PLAN SECTION CLEANOAS PROPOSED MAINTENANCE GARAGE REQUIRED FUTURE EXPANSION- BUILDING STRUCTURE 0 52" COVER 60" HOUSE TRAP IN " C' REQUIRED: 50% OF LEACHING CAPACITY 48" CONCRETE PIT 52 TYPICAL SANITARY COVER TYPICAL CURB Z CORPORATION VALVE DETAIL 2 NOTCH I PROVIDE: (1) 10'-0" DIAMETER X 6' MIN. EFFECTIVE DEPTH PRECAST CONCRETE - -- -- - -- - � SANITARY POOL (Nor ro SCALE) (NOT TO SCALE) e CLEAN OUTS-A \o -a OUTFALL #4 SEWAGE DISPOSAL__SYSTEM DESIGN I • ••• •• I °' 6 � " ^z o - SAWCUT EXISTING PAVEMENT ALONG BOTH IV METALLIC WARNING TYPICAL UTILITY TRENCH _ -41 TAPE - CONTINUOUS SIDES OF UTILITY TRENCH - TYPICAL cD _ P"0- vo -�' -► PROPOSED 11 ,520 SF BUILDING USE - MAINTENANCE GARAGE "' .. .. N: CAST Q TO .. IRON SCDHS DESIGN SEWAGE FLOW RATE - 0.04 GPD SF GENERAL INDUSTRIAL �%��j�/%�j ��jj /\�/��` /j\�/\ /\�/ %/\/ ////�% `///�� HOUSE DRAIN I N HOUSEAPPROVED � - / ( ) ��\\� \/\ � ,� \/`C/\/ �/ /\\ �c/\ /, I DRAIN '.. : ,• '., � SANITARY ,. .: 0.06 GPD/SF (OFFICE) �\� �/� \�/ �\ !3;\\///\//\/ \/ �/\\ !f� / - - -- -- - -- -- J 12" � SYSTEM 54. \�j� / /\ /�/ j�/ %\� TYP. 0.04 GPD/SF X 11,158 SF = 446.32 GPD (GENERAL INDUSTRIAL) �\,\\�� v�/\\�/�� \����\ \\/ // so" \ CAST IRON HOUSE TRAP IN 0 0.06 GPD/SF X 362 SF = 21 .72 GPD (OFFICE) PLAN CONCRETE PIT TOTAL = 468.04 /\�//\ BOX TO BE FILLED WITH CLEAN SAND LEVEL WITH THE CLEAN OUT PLUGS SEPTIC TANK ��\ \j�\/. PROPOSED ELECTRIC CONC. FOOTING W/ OPEN BOTTOM o ��\/%\// \ \/ \ SECTION A-A .= REQUIRED: 468.4 GPD X 2 DAY FLOW = 936.8 GALLON �i�� \j\\ \j��\ PROPOSED TELEPHONE PROVIDE: (1) 8' 0 AND 4' LIQUID DEPTH, 1200 GALLON CIRCULAR TANK CONTINUOUS TONE PROPOSED 2" WATER COMMUNICATIONS TYPICAL EXTERIOR HOUSE TRAP i LEACHING POOL WIRE LINE (COAXIAL CABLE) (NOT TO SCALE) Z TYPICAL UTILITY TRENCH REQUIRED: 468.4 GPD / 1.5 GPD/SF = 312.27 SF (Nor TO SCALE) 32" MAX. (TYPICAL) ETALLIC MARKING TAPE 312.27 SF / 31 .4 SF/VF = 9.94 VF (SAY 10 VF) z DATE BY DESCRIPTION APPROV. BY SURFACE PROVIDE: (2) 10 -0DIAMETER X 5 VF EFFECTIVE DEPTH z t° ' " EXCAVATE & BACKFILL REVISIONS PRECAST CONCRETE SANITARY POOLS (6 OVERALL STRUCTURES HEIGHT) 4'-6" MIN. WITH SUITABLE 2 LEACHING POOLS X 5 VF/LP = 10 VF PROVIDED ® 31.4 SF/VF =314 SF_1d vi 3 EXCAVATED ACTL TOWN OF SOUTHOLD 314 SF > 312.27 SF (OK)rn BACKFILL IN 6" LIFTS. SUFFOLK COUNTY, NEW YORK FUTURE EXPANSION 00 '°'-0" '°'-°" rDRAUINAGI RE O PROPOSED 2" WATER LINE HIGHWAY MAINTENANCE GARAGE MIN. MIN. V - REMOVE UNSUITABREQUIRED: 50% OF LEACHING CAPACITY MATERIAL IF AND SITE IMPROVEMENTS ° PROVIDE: (1) 10'-0" DIAMETER X 5' MIN. EFFECTIVE DEPTH PRECAST CONCRETE ENCOUNTERED TEMPORARY SHEETING SANITARY POOL AS PER O. SANITARY DETAILS PLAN VIEW WHERE NO GROUND WATER EXISTS REQUIREMENTSNTS EM TOTAL SITE DAILY DISCHARGE: SEWER LINE SEPARATION WATER LINE EXCAVATION DETAILS 0 NOT TO SCALE) (NOT TO SCALE) L. K. McLEAN ASSOCIATES, P.C. o EXISTING OUTFALL #1 - 450.00 GPD ( v EXISTING OUTFALL #2 - 2,000.00 GPD CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 o EXISTING OUTFALL #3 - 513.84 GPD N 00 PROPOSED OUTFALL #4 - 468.04 GPD Sheet No. Designed By: MF Scale: AS NOTED N = 3,431.52 < 7,362 GPD (AVAILABLE FLOW)=>(OK), Drawn By: MF Date: OCT. 2015 3,930.48 GPD REMAINING (SITE IS WITHIN DENSITY) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES C G U on- Approved By: CFD File No. 13108.000 PLOT SIZE: 22x34 1 I 0 0 22'-11" F HYDRAULIC ROOM DRUM STORAGE AREAI F— — — — — — — — — — 0 PROPOSED NITOFLORzf WZ FLOOR CONTAINMENT i n 1 9 0 0 1 FC10OWB CONTINUOUS FLUR) -STORAGE ROOM COATING OVER CONC. < PARTS STORAGE SLAB a < - - - - - - - - BREAK ROOM < 55 GALLON DRUMS 20 STACKED TWO HIGH (TYP.) �/�— (TYP.):7. L- - - - - - - — — — ' " 2 0 ------ < AS LL < PROPOSED DETAISTALED IRS 14'-9" 8 < RAMP 71 PROP. IN/ABV 500 GAL. -3 0 PROPOSED CONTINUOUS / -� / -� j 4 4 DOUBLE WALL LUBE CUBE I r\ CALKING MODEL #NP1 < WASTE OIL TANK (PROP. F— — — — — — — — — — 0 AS MANUFACTURED BY < SCDHS TANK #20) 1 SONNEBORN ON < SHOWEF PERIMETER OF DIKE STORAGE 16 IFTTTA aA < iF- - -MEN 4 < I- - - - - - - - - — - 0 4 Q < 1 - - - - - -0 r� 0— U" m I WOMEN 0 WELDING MAINTENANCE SHOP DRUM STORAGE PLAN VIEW UTILITY I SCALE: 1 "=3' F— — — — — — — — — —j 0 F - - - - - - - - - - - -IF - - - - - - - - - - - F - - - - - - - - - - -I 2'x6' CL 2'x6' CL TIRES OFFICE 1 OFFICE 2 L- - - - - - - - - 22'-11" 0 0 (D 01 PROPOSED RUBBER WATER STOP C1 CI r) AS MANUFACTURED BY PROPOSED NITOFLOR FC10OWB GREENSTREAK (TYP.) CONTINUOUS COATING PROPOSED CONTINUOUS PROPOSED CMU WALL 0 0 0 0 0 CALKING MODEL #NP1 0 0 L)1� L—� f— E 0 LINE OF RAMP L) AS MANUFACTURED BY SONNEBORN (TYP.) LINE OF CONTAINMENT r F'mr LTAINMENT— TANK LOCATION PLAN 8• N.T.S. Y PROPOSED CONCRETE SLAB. SEE ARCHITECTURAL PLAN SECTION A-A SCALE: 1 "=3' O O O GENERAL 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT DIKE VOLUME CALCULATION: COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND V = LxWxH REQUIREMENTS. V = 22.92'x14.75'xO.67' 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC.FOR THE INTENDED PURPOSE. V = 226.51 CF 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. 226.51 CF x 7.48 = 1,694.29 GAL. DATE BY DESCRIPTION APPROV. BY 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, WIRING, CABLES AND APPURTENANCES AT NO COST DRUM/CONTAINER STORAGE REVISIONS Lj- TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. 21 x 55 GAL./DRUM = 1,155 GAL. 5. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE 11 x 16 GAL./CONTAINER = 176 GAL. TOWN OF SOUTHOLD APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT DEVISES ITEMS. 12 x 5 GAL./CONTAINER = 60 GAL SUFFOLK COUNTY, NEW YORK 6. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. 1,391 GAL. x 1.10 = 1,530.10 GAL. THE DESIGN ENGINEER HAS NOT 1,694.29 GAL. > 1 ,530.10 GAL. (OK) HIGHWAY MAINTENANCE GARAGE 7. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL. BEEN RETAINED TO PROVIDE ANY FURTHER DETAIL THAN IS REQUIRED BY THE COUNTY OR SECURE ANY OTHER PERMITS WHICH MAY BE AND SITE IMPROVEMENTS REQUIRED PRIOR TO THE COMMENCEMENT OF WORK. FLOOR AREA CALCULATION .S a 8. ALL CONTAINERS USED FOR THE STORAGE OF HAZARDOUS MATERIALS, MUST BE LABELED AS TO THEIR CONTENTS. E 2 9. DRUMS SHALL NOT BE STACKED MORE THAN TWO HIGH. 1,530.10 GAL. 55 GAL. 27.82 (SAY 28) 0-0 DRUM STORAGE PLAN & DETAILS ?2 -6 REQUIRED = 200 SF 64 PROVIDED = 338.07 SF :3 0 11 L. K. McLEAN ASSOCIATES, P.C. In Lo 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �; 0 IN q Sheet No. 00 Designed By: MF Scale: AS NOTED 1 0 .2 Drawn By: MF Date: JUNE 2015 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 1i I CT Approved BY: RGD File No. 13108.0001 2'-8„ — h, � 2'-8"2„ 12„ 4„ LID/ NO LOCK 2'-2„ 51" „ 6 [HANDLE 3 2” FILL V-4" --� PORT I PIANO V-4" HINGE C oo ,_3" �_-------- — 1/4" X 1" BOLT W/ 32" CHAIN ATTACHED 2" FILL PORT 2"0 VENT PIPE FOR SECONDARY 1/2" DRF,IN TANK,STEEL PIPE SCH. 40 W/ EXISTING WALL—/ VENT CAP 23 SERIES MODEL# 1 20" PIANO SECTION D—D 23-033 AS MANUFACTURED BY HINGE OPW 2" QUICK CONNECT FOR SECTION C— C 15-3/4" LIFTING LUG WASTE OIL DISCHARGE (PRIMARY CONTAINMENT) (TYP. 2 PLCS.) PLAN VIEW NOTE: SPILLBOX SHALL BE 10 GAUGE CARBON STEEL, EPDXY COATED AND PAINTED PURPLE. 71) 2" 2" 2" DETAIL OF SUFFOLK COUNTY SPILLBOX GO SCALE: NTS 2" VISUAL INSPECTION2" LEVEL GAUGE PORT 2„ 10 GA. INNER TANK 3'-10" (TANK) ANCHOR CLIP GROUND CLIP 4„ 4 21 2„ 5/8" x 4 3/4" STAINLESS 1" CONDUIT SLEEVE STEEL HILTI KWIK BOLT II I 7„ i CONCRETE PAD GROUND ROD CLAMP _ - - - - - - - - - a as "O GROUND ROD x 8' LONG INSTALLED a a ( UNDERGROUND AS PER 2" FILL PORT °p a I - MANUFACTURER'S & NEC " 1 2" DRAIN FOR SPILL BOX 8» a I I REQUIREMENTS. 4 EMERGENCY VENT 4 EMERGENCY VENT / ° — — FOR SECONDARY TANK FOR PRIMARY TANK 2"0 VENT PIPE FOR °. OPW MODEL 301 OPW MODEL 301 PRIMARY TANK, STEEL PIPE CONCRETE PAD _ 5'-1" SCH. 40 WITH VENT CAP ANCHOR CLIP DETAIL COMPACTED � - (- MODEL# 4025 AS - PLAN MANUFACTURED BY OEM. N.T.S. SUBGRADE AS PER THE MANUFACTURING STANDARD GROUND ROD DETAIL N.T.S. ATMOSPHERIC ATMOSPHERIC ATMOSPHERIC ATMOSPHERIC TANK LABELING NOTES VENT PIPE FOR VENT PIPE FOR VENT PIPE FOR VENT PIPE FOR SECONDARY PRIMARY TANK PRIMARY TANK SECONDARY TANK TANK 1 . TANKS MUST BE CLEARLY LABELED WITH THE S.C.D.H.S. TANK IDENTIFICATION NUMBER. 8' MIN. 2. LABEL LETTER HEIGHT SHALL BE 2" MINIMUM. 3. A WARNING NOTICE SHALL BE MOUNTED IN THE VICINITY OF ALL FILL AND/ OR PUMP OUT 8' MIN. FITTINGS AS REQUIRED AND AS DIRECTED BY THE ENGINEER, STATIN c TIGHT FILL CONNECTION PROP„ COUNTY DSPILL SUFFBOX OLK—\ MUST BE USED". N 5 -1 (SEE DETAIL) SPILL 4. ALL TANK FITTINGS SHALL BE DESIGNATED WITH LABELS MOUNTED ON THE TANK WALLS AS ° BOX TO BE EPDXY 2 -g o DIRECTED BY THE ENGINEER. 0 1" PRODUCT LEVEL COATED AND PURPLE. 5. SPILL BOX TO BE EPDXY COATED AND PAINTED PURPLE. GAUGE OEM MODEL# 0 4504 TANK NOTE 1 . ATMOSPHERIC VENTS SHALL BE 2" DIAMETER. SECONDARY CONTAINMENT MUST BE VENTED. PROPOSED VENTING SHALL CONFORM TO THE APPROPRIATE FIRE CODES. 00 LABELING 2. PRIMARY TANKS & SECONDARY TANKS SHALL BE EQUIPPED WITH OPW MODEL NO. 202 3 EMERGENCY VENTS OR APPROVED EQUAL, EXCEPT WHERE NOTED OTHERWISE. i S.C.D. S. TANK NO. _ - - 4'-7" W STE OIL g°' - 6„ 5'-1" 3. TANK MANUFACTURED BY CONTAINMENT SOLUTIONS, INC., UL 142 LISTED OR APPROVED _ EQUAL. 2"9s STEEL _ 4. WELD ATTACHMENT BRACKETS TO TANK WHERE REQUIRED TO ATTACH CONDUIT. ° _ o SUCTION 3 -��� - 5. TANK COLOR SHALL BE WHITE (SHERMAN WILLIAMS "TILE CLAD" OR APPROVED EQUAL. (NO PIPE 3" INTERIOR PAINT) - 6. TANK SHALL BE EPDXY COATED ON ALL SIDES, TOP AND BOTTOM. cGRADE •• FINISHED FLOOR 7. PRIMARY AND SECONDARY CONTAINMENT TANKS SHALL BE EMPTIED BY VACUUM POWERED GRADE DROP PIPE. 8. GRADE SHALL PITCH AWAY FROM TANK AT A MINIMUM SLOPE OF 2% „ s ELEVATION STEEL TANK 3 -10 9. TANK TO BE MOUNTED ON EXISTING CONCRETE SLAB IN THE GARAGE. SADDLES (TYP.) END VIEW _ (2 PLCS) �T 500 GALLON DOUBLE WALLED WASTE OIL TANK N.T.S. LL- 0 DATE BY DESCRIPTION APPROV. BY .� REVISIONS 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CD HIGHWAY MAINTENANCE GARAGE ° AND SITE IMPROVEMENTS U C 500 GAL. WASTE OIL TANK ° C .o DETAILS E . _ L. K. McLEAN ASSOCIATES, P.C. N L CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Designed 8y: MF scale: AS NOTED Sheet No. � O N o Drawn By: MF Date: OCT 2015 a co o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES C Approved By: RGD File No. 13108.000 U� O O_ 144'-0" FOUNDATION PLAN LEGEND: 28'-0" 16'-0" 11 "3'-4 " 64'-5 " S-4j"11, 25'-10" 1ST FLOOR CONCRETE SLAB ELEVATION = DATUM ELEVATION 0'-0" = ELEVATION 18.28' 36'-0" 0 8" SLAB ON GRADE - INDICATES 8" THICK 4000 PSI AIR ENTRAINED CONCRETE SLAB w/ 10 � (2)-LAYERS OF #4 BARS AT 12"o.c. EACH WAY. PLACE SLABS OVER COMPACTED POROUS FILL, JS2 FFFI I SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED. L - - - - - 0 6" SLAB ON GRADE - INDICATES 6" THICK 4000 PSI AIR ENTRAINED CONCRETE SLAB W/ 6"x6" W2.9xW2.9 WELDED WIRE FABRIC. PLACE SLABS OVER COMPACTED POROUS FILL, SUB-BASE AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 15 MIL. VAPOR BARRIER. Co F0 11'-10" 10'-4" 11'-10" 00 CID [+/- ....] = BOTTOM OF FOOTING ELEVATION FROM TOP OF 1ST FLOOR CONCRETE SLAB DATUM F-4.0 I I ELEVATION. 00 F r F- [-2-6"] 220'-q- 23,-q" F RAMP DN o I I I I TOP OF WALL ELEVATION FROM TOP OF 1 ST FLOOR v L - J L J L -J CoI I ; � R CONCRETE SLAB DATUM ELEVATION (TOP OF WALL ELEVATION +1'-0" UNLESS NOTED OTHERWISE). F-3.0 F-3.0 F-3.0 Co [4-6� [-2'-6"] [-2'-6"] I I F+_7771 = TOP OF CONCRETE SLAB L F-4.0 L J I ION FROM TOP OF 1ST FLOOR CONCRETE SLAB DATUM ELEVATION MAINTAIN FULL SLAB F-4.0 00 THICKNESS AT SLOPED AND DEPRESSED AREAS. SPILL AREA OR LIQUID STORAGE [-2'-6� [-2'-6"] T/WALL EL. _ (+1'-0") SEE DRUM S ORALE PLAN & DETAILS I I "CJ" = APPROXIMATE LOCATION OF CONTROL/CONSTRUCTION JOINTS IN SLABS ON GRADE. FOR " CJ CJ CJ CJ CJ CJ CJ CJ DETAILS, SEE TYPICAL SLAB-ON-GRADE DETAIL. �' ' '"moi ' ,� F-3.0 INDICATES 3'-0"x3'-0"x1'-6" FOOTING W/ (5)-#5 REBAR EACH WAY 3 CLR. FROM s BOTTOM OF FOOTING 00 i M I I I "F-4.0" INDICATES 4'-0"x4'-0"x1'-6" FOOTING W/ (6)-#5 REBAR EACH WAY 3" CLR. FROM BOTTOM OF FOOTING u) I U C.3 U U U V I I� 8" SLAB lu o FOUNDATION NOTES: i 10 ON GRADE 8" SLAB C-41. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PSF. s2 0-0 6" SLAB I I 1 1 TYP. FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO S2 T D ORS THAT THESE ASSUMPTIONS MAY BE VERIFIED. o I I CJ CJ CJ CJ CJ CJ CJ CJ I o 2. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT i SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. 00I I I I �° 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0" APART AND NO `* LESS THAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE PERMITTED. 4. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. C, I I 5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. T I I 6" SLAB a 6. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL, & PLUMING TRADES. C_> ON GRADE I I �i N LOCATIONS OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED SO NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. 7. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. 8. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL COMPACTED POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. CJ CJ CJ CJ CJ CJ CJ 10 a 9. NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND s2 fl- UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE COURSE OF CONSTRUCTION 14. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS APPROVED BY ARCHITECT. x 15. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED Z3 TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS BEEN CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY. 16. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. T/WALL EL. _ (+1'-0") I 17. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE FOUNDATION f I TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE C3 - - - - - - - - - - - - - - - -- - - - I SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL ADEQUATE BRACING IS - - - - - - - - - - - - PROVIDED FOR ALL FOUNDATION SUPPORT. 18. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF GRADE BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE BEEN IN PLACE A MINIMUM OF SEVEN DAYS. 19. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF 11 10 CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL SHALL BE S2 S2 REMOVED AND COMPACTED FILL SHALL BE USED. HE COMPACTED FILL SHALL BE WELL GRADED 4'-2" 16'-0" 4'-11" 3'-` " 16'-0" 6'-0" 16'-0" 6'-0" 16'-0" 1'-4" 3-` " 26'-5 " 3'-4 " 20'-4" GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND COMPACTED TO ITS 95% OF MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM METHOD D-1557 144'-0" 20. BUILDING MANUFACTURER TO SUBMIT REACTIONS, COLUMN SIZES AND LAYOUT, AND ANCHOR BOLT REQUIREMENTS TO THE ARCHITECT. 21. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS AND 1" FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CONC. COVER OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR SMALLER. FOR ALL FOUNDATION PLAN CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE COVER SHALL BE 3" 1/8" s 1'-0" b 22. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO ALL BARS. 23. PROVIDE ADDITIONAL 2-#5 BARS AROUND ALL SLAB OR GRADE BEAM OPENINGS, UNLESS NOTED OTHERWISE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. 26. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. 27. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT OCCUR CLOSER THAN 3 DIAMETERS APART. 28. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE AND o LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. a c 0 0 0 v C 10-22-15 MCJ RELEASED FOR BID RGD I DATE BY DESCRIPTION AP ROV. BY i REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE � AND SITE IMPROVEMENTS 0 U o FOUNDATION 1-110 a L. K. McLEAN ASSOCIATES, P.C. o% CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o USheet No. Designed By: MCJ Scale: AS NOTED LO Drawn By: PWD, MCJ Date: OCT. 2015 S N Approved By: RGD File Na. 1310$.000 U� 0 6 CONCRETE SLAB ON GROUND PIPE TRENCH �_ OF CONSTRUCTION JOINT EXCAVATION SLAB ON SEE FOUNDATION PLAN LEGEND FOR REINFORCING SLAB ON GROUND EL, GROUND EL, 18" 15 MIL VAPOR BARRIER LAP 12" AT SEAMS (TYPICAL) SEE PLAN INTERRUPT WWF AT JOINT 1.5x"H" MIN SEE PLAN CY "H" 2x"H" / j PIPE TO CLEAR SLEEVE PIPE j BY (TYP.) x —x x —x —x —x —x- x x —x —x —X%-- x —x —x x i NO PIPE IN I_. THIS HEIGHT c 6" w • ` Q' Q ICY ry = BOTTOM OF FTG. 6" MIN. _ _ _ Il ,lTj; I I III III=1 LI�1�j1-1�1-11 JI-rr n < 1 i I 1 I I I—III I I T I I T I�If�IMUM KEY /\ �J 11= 11=1 11=ITL=1 I-1 -I I f I I IJ I I-1 fT ITI=1 fel 1=1 IJ I I CENTER IN SLAB 9" MIN. tOPT�IONA� INT CRUSHED STONE " " ADDITIONAL2 =__- 6„ MIN. #4x5-0 ® 12 O.C. . 3'-0" MAX. NON-WOVEN GEOTEXIILE / • 1 FILTER FABRIC BENTONITE WATERSTOP „ 6" MIN. UNDISTURBED SUBGRADE 2X H /�\/�%/�. H NOTES: NOTES: 1. ALL SLAB ON GRADE SHALL BE POURED IN AN ALTERNATING STRIP SYSTEM TO 1 SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL 9" MIN. (TYP.) ALLOW PROPER SHRINKAGE. POUR PANELS TO BE BOUNDED BY INFORMATION. WHERE PIPE TRENCH EXCAVATION IS REQUIRED CONTRACTION/CONTROL JOINTS (OR EXPANSION JOINTS) AS SHOWN ON PLANS. 2 SUBMIT PROPOSED CONSTRUCTION AND/OR SAW CUT FOR PARALLEL TO FOOTING, IT 2. GENERAL CONTRACTOR MAY USE SAWED CONTRACTION/CONTROL JOINTS, REVIEW SUBJECT TO APPROVAL. MAXIMUM JOINT SPACING IS 20' IN EACH DIRECTION. SHALL BE KEPT ABOVE 3. SPLICES OF WWF SHALL BE NOT LESS THAN DISTANCE BETWEEN TWO 3 PROVIDE ADDITIONAL DIAGONAL BAR AT RE-ENTRANT THIS LINE. STEP FOOTING OUTERMOST CROSS WIRES OF EACH FABRIC SHEET PLUS 2". CORNERS AS NECESSARY TO MEET THIS REQUIREMENT. 4. COORDINATE ALL SLABS WITH ARCHITECTURAL DETAILS, PAVING STONES, ETC. #4x5'-0" LONG. 1 TYPICAL STEPPED WALL FTG DETAIL TYPICAL PIPEAT�FQOTING�D� 7AILCAMsNOTTO SCAE 2NOT TO SCA@1SCR�AOT�L !�BE� ON GRADE S.O.G. DETAIL 4 TYPICAL S.O.G. CONSTRUCTION JOINT DETAIL SCALE: NOT TO SCALE FORMED GROOVE T CMU WALL PROVIDE CONTINUOUS WATERSTOP CL JOINEA SIDE SEE ARCH DWGS WHERE SHOWN ON CONTRACT DWGS COLUMN & FOOTING OR IN ALL WALL JOINTS BELOW FINISHED GRADE 1/4" THICK LEVELING PLATE SAME 3 SLAB ON I °� I i I SIZE AS BASE PLATE " GROUND EL, w SEE PLAN y4 SLAB ON DOWELS TO MATCH 1/4 #4 CONTINUOUS 2'-0" I TICAL WALL REINFORCING I 3 4" MIN. NON-SHRINK GROUT BACKER ROD HORIZ REINF GROUND EL, N #4®48" O.C. MINIMUM BASE PLATE I / & SEALANT 3 4" DISCONTINUE SLAB ON o X #4 @ 12" O.C. —�— SEE PLAN I I I ON EXPOSED SIDE EVERY OTHER BAR X —x —x —x — —x —x GROUND EL, I a 2-0 _ SEE PLAN #4®16" x' .x•� x:; X x — `l 2" FROM THE JOINT OILT SLAB is � ••. I I I X.a xa X �xrt•->l x — x —x SEE PLAN z /� ///:� I I I .. '%—p ,go-,'000 — — x x x x x —x —x x _ o \\\\/\\\ •' $ TI Elm IZf—III—I LI,;III-III_,1- -111111IT1II-11L-�-III„ x —x —x — —x — _I VERTICAL CONTROL JOINT VAPOR BARRIER " PROVIDE CONTINUOUS WATERSTOP =llll�llll�111�11 = — A=)mrmi .� • � 4 3 4 0 AN( ) / CHOR BOLTS FORMED GROOVELd WHERE SHOWN ON CONTRACT DWGS ON EXPOSED SIDE OR IN ALL EXTERIOR WALL JOINTS e- r. A p.'.. �:. NOTES: II I I I — - I- d U - III I1:•,111,-III-1 I I Z w "' - 4„ M OF VERT SURFACES BELOW FINISHED GRADE 1 SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL w Q IN,.:. r� R cn o ,.a �: i,. . .. FOOLING INFORMATION. 1 -0 1 -0 2-#5 CONTINUOUS f ,1 , " 2 SUBMIT PROPOSED CONSTRUCTION AND/OR SAW CUT , FOR REVIEW. MAX. JOINT SPACING IS 20' IN EACH DIRECTION. NOTE: NOTE: I 3" CLEAR 3 3 SAW-CUTTING SHALL BE CARRIED OUT AS SOON AS SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL INFORMATION. SEE FOUNDATION PLAN LEGEND FOR REINFORCING SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL INFORMATION. PRACTICABLE AND NO LATER THAN WITHIN 18 HOURS OF SEE FOUNDATION PLAN LEGEND FOR REINFORCING v PLACING CONCRETE. SEE PLAN OR SCHED. LAP 4 AFTER THE SLAB IS 30 DAYS OLD REMOVE ALL DEBRIS M 2" HORIZ REINF FROM THE SAW CUTS AND FILL WITH SAND/CEMENT MORTAR CONTAINING A LATEX BONDING AGENT, OR AS NOTED IN SPECIFICATIONS. CONSTRUCTION JOINT 5 TYPICAL S.O.G. SAW CUT JOINT CETAIL 6 TYPICAL SLAB STEP DETAIL (DIWAG CAL THICKENED SLAB UNDER CMU WALL DETAIL TYPICAL STEEL COLUMN ON FOOTING DETAIL sCALE: NOT TO sCALE SCALE: NOT TO SCALE NOT TO SGLLE 8 SCALE: NOT TO SCALE g SY I NAL To OWN EC R ETE WALL J O I NTS D ETAI L TYPICAL EXTERIOR WALL I I EXTERIOR WALL BEYOND IBACK OS DENSLAB OF GARAOGE DIWITH DOOR V-61' CONNECTION OF WOOD POST TO ° ° TOP OF WALL cjD FOUNDATION BY BUILDING o o EL = + 1'-0" #5 DOWEL AT 18"o.c. MANUFACTURER L3x3x1/4 GALVANIZED STEEL ANGLE 3WITH R STUDS COMPRESSIBLE FILLER ; • • i WELDED� 'AT2'0 0Go cHETO ALIGNWITH2 EXTERIOR SLAB EL., TOP OF SLAB SEE FOUNDATION PLAN LEGEND FOR COMPRESSIBLE DROP IN SLAB EL = 0'-O" REINFORCING FILLER BETWEEN SLABS SEE SITE DRAWINGSF 0 C o ® • 0 0 0 0 • • (2)-CONT. #5 • • ® • • BARS TOP AND BOTTOM AND AT } O O 2 SHELF ° Z 12"o.c. HORIZ. z o 10-22-15 MCJ RELEASED FOR BID CD #5 DOWEL AT — I I III z w I- DATE g RGD co o I I Y APPROV. BY Ca_� _ � � „ _ � o • I I I I I DESCRIPTION c. VER I III I 8 0. T. III s "' N a III I I I REVISIONS CONT. 2X4 KEY "' Cn CONT. 2X4 KEY III I I I • • I o I II III I ' ' TOWN OF SOUTHOLD III III o _ SUFFOLK COUNTY, NEW YORK U R-10 CONTINUOUS RIGID INSULATION TO TOP OF FOOTING & 24" PERIMETER ILI ® I II I UNDER SLAB • I II HIGHWAY MAINTENANCE GARAGE o I I �- I- , AND SITE IMPROVEMENTS o (3)-#5 CONT. 6" 1'-0" 6° BOTTOM OF FTG. SEE TYPICAL FOUNDATION SECTION FOR 6" 1'-0" 6" 0LP 0. 2,_�„ EL = - 3'-6" REINFORCEMENT NOTES NOT REPEATED ERE 2'_0" FOUNDATION DETAILS o/ •- o L. K. McLEAN ASSOCIATES, P.C. I c CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �' ° TYPICAL FOUNDATION WALL DETAIL TYPICAL QUNDATION AT DOORDETAIL1 O AS NOTEDSheet No. SCALE: 3/4" 1'-011SCALE: 3/4" = 1 -0" Designed By: MLJ Scale: N m 0Drawn By: PWD, MCJ Date: OCT. 201500 �` 2 Approved By: RGD File No. 13108.000 J SUPPORT OF JOISTS ALONG EXTERIOR WALL BY BUILDING MANUFACTURER. TYP. 0 0 LL = 125 PSF POST AND BEAM BUILDING BY BUILDING DL = 15 PSF MANUFACTURER 0 0 HYDRAULIC 04 ROOM0 N 6 0 FRAMING LEGEND _4bq) ........... ...... ........ ................ 0 FLUID STORAGE AREA 'i < 12x2JOISTS RAFTERS BEAMS HEADERST WOOD POSTS WBREAK ROOM d W/ FLOOR CONTAINMENT 5"0 STEEL to to I I i NO. OF PLIES IN TYP. C'j 6 4 0 POST DOWN PIPE �OSTJ W18x4O -UP BEAM BUILT C; :1.zl�o ON POST UP AND DOWN ............. n SPAN EXTENT OF 3)-2xlO 04 (3 ,,-FRAMING BEAM PARTS STORAGE .0 DIRECTION SIZE W8x10 OF FRAMING FRAMING 3 x1 1 LVL* E3 POST UP jj H-2 MARK, SEE 1500 ..................................... 0 /--SCHEDULE RB—# J-1 FULL HEIGHT INSULATED POST z _z BEAM I.D. ii FRAME WALL AND FOUNDATION BEAM REACTION BY BUILDING MANUFACTURER DOWNSLOPE (WOOD- LBS.,STEEL-KIPS) H-1 ' N DIRECTION DASHED WHERE WHERE POSTS ARE SHOWN (3 OF SLOPING BUILT OVER BY NOTE 4 2x4 WALL PROVIDE (3)-2x4 POST to MEMBERS OTHER FRAMING PSL's` MAY BE SUBSTITUTED FOR LVL'S MIN. UNLESS NOTED OTHERWISE OF EQUAL SIZE, WHERE PSL IS 0 2x6 WALL PROVIDE (2)-2x6 POST SPECIFIED LVL'S MAY NOT BE USED. MIN. UNLESS NOTED OTHERWISE SHOWER i STORAGE DASHEDV E K110 N 0 0 MEN 0_CD 0 WELDING 3 MAINTENANCE SHOP P 10 WOMEN FF EL 0'-0" UTILITY ............ ................................ 0 WOOD FRAMED DROP HEADER 18" DOWN H 1 0 ...................................................... C-4 (3 0 TIRES OFFICE 1 OFFICE 2 ........... 0 P Q 0 Ci q 11 0 00 0 0 E REFLECTED CEILING PARTIAL PLAN 0 SCALE: 1/8" — 1'-0" 4 + r_ N NOTES: 1.0 "H-11" INDICATES 3 J"x7 4" LVL HEADER 2. "H-2" INDICATES 5 1/4xg J" LVL HEADER 0 J" TONGUE AND GROOVE PLYWOOD GLUED AND SCREWED TO JOISTS TOP OF SUB FLOOR EL. 5/8'f o CONT. LVL RIMBOARD TOP OF PLATE EL. OPP (2)-2X6 TOP PLATE PREFABRICATED WOOD TRUSS CONNECTION OF WALL TO UNDERSIDE OF TRUSS BY BUILDING MANUFACTURER. AT BEARING WALLS PROVIDE ADEQUATE SUPPORT AND AT PARTITION WALLS DETAIL TO OF 2X6 STUDS AT 16"o.c. WALL CONNECTION TO ALLOW FOR o TRUSS DEFLECTION x x 10-22-15 mci RELEASED FOR BID RGD DATE BY DESCRIPTION APPROV. BY FULL HEIGHT PARTITION WALL BY BUILDING MANUFACTURER REVISIONS P.T. BOTTOM PLATE, CONNECT TO x x TOWN OF SOUTHOLD SLAB W/ J"Ox5" HILTI KWIK F o HUS-EZ AT 4'-0"o.c. SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE 0 CONCRETE SLAB, SEE PLAN CONNECTION OF AND SITE IMPROVEMENTS WALL TO SLAB, a) TOP OF SLAB EL. BY BUILDING Em MANUFACTURER INTERIOR PARTITION FRAMING 00 _0 Y x C '4 4 4 A, 4 0 4_ ASSOCIATES, P.C. L. K. McLEAN LO 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 0 C-4 06 Designed By: MCJ Scale: AS NOTED Sheet No. C; SECTION 2 SECTION 3 Drawn By: PWD, MCJ Date: OCT. 2015 SCALE: 3/4* = 1'-0" SCALE: 3/4* 1'-0* File No. 13108.000 1 S3 00- Approved BY: RGD 0 0 GENERAL DESCRIPTION >—>—>—>—>—>-I PROJECT NAME: HIGHWAY DEPARTMENT MAINTENANCE GARAGE & SITE IMPROVEMENTS � ^ I ACTUAL TRAVEL PROJECT LOCATION: TOWN OF SOUTHOLD HYDRAULIC n ^ ROOM I I ACTUAL TRAVEL I DISTANCE IS FLUID STORAGE AREA I 80 SF PARTS STORAGE ^ ^ 42 FT.r_________________ O BUILDING DESCRIPTION: 700 SF I DISTANCE IS i uy FLOOR CONTAINMENT ' 36 FT. NUMBER OF STORIES 1 STORY ^ ° ° v ^ BUILDING HEIGHT (EAVE) 21'-0" 340 SF i COIL DOOR I I ^ I i I ; BUILDING AREA (INCLUSIVE OF AREA 11,520 SF i I BREAK ROOM i I i EXTERIOR WALLS) 1iYA� v 480 SF L____________________J ^ I ^ I I i OCCUPANCY CLASSIFICATION STORAGE GROUP S-1 (BC-311) ACTUAL TRAVEL DISTANCE IS 95 FT. ^ ^ (MOTOR VEHICLE REPAIR GARAGE) < <—<—<—<—<—<—< ACTUAL TRAVEL F DISTANCE IS I I I O ACCESSORY OCCUPANCY BUSINESS GROUP B (BC-304) 40 FT. (OFFICES) COIL DOOR I I J CONSTRUCTION TYPE TYPE 5B (COMBUSTIBLE, NOT SPRINKLERED) �—<--<—<—<—� (TABLE 503 & BC-602) o r----------------- O / LOCKE��Al_ I n i HEIGHT AND AREA LIMITS � 160 SF SHOWER i HEIGHT (TABLE 503) S-1, 1 STORY LIMIT B, 2 STORY LIMIT STORAGE AREA (TABLE 503) S-1, 9,000 SF ® I i 1370 SF B, 9,000 SF n � i ^ i AREA MODIFICATIONS (SEE BELOW) 14,142 SF MEN I L----------------- O 90 SF ^ ACTUAL TRAVEL DISTANCE IS STRUCTURAL FIRE RESISTANCE REQUIREMENTS (TABLE 601) MAINTENANCE SHOP 0 i 57 FT. ----------------- O 5300 SF Q r STRUCTURAL FRAME 0 HR. LOJY M BEARING WALLS 0 HR. WOMEN 0 I i NON-BEARING WALLS 0 HR. WELDING 90 SF FLOOR CONSTRUCTION 0 HR. 1450 SFi ROOF CONSTRUCTION 0 HR. n � EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1) n � i UTILITYI USE GROUP B 200 FT 60 SF L_________________ O USE GROUP S-1 200 FT 1\'j ENERGY CODE COMPLIANCE (INTERNATIONAL ENERGY CONSERVATION CODE (2012 IECC)) _______________]_ O COMMERCIAL COMPLIANCE (IECC-C402) V PROJECT LOCATION SUFFOLK COUNTY, ZONE 4A - n THERMAL VALUES OF BUILDING COMPONENTS (TABLE 402.2) --------------------- r i i i i FOUNDATION WALL R-VALUE R-10 CONTINUOUS INSULATION 7=�l i i ^ i R-10 FOR 24" UNHEATED SLAB TIRES v POLE BARN WALLS ABOVE GRADE R-20 496 SF I POLE BARN ATTIC R-38 OFFICE 2WINDOW (30 % MAX) U-FACTOR 0.38I OFFICE 1 V 160 SF ^ 160 SF WINDOW SH GC (PF<0.25) 0.40 I I L--------------- 1_ O SKYLIGHTS (3 % MAX) U-FACTOR 0.50 V n SKYLIGHT SHGC 0.40 b I DOOR U-FACTOR 0.61 ROLL-UP DOOR R-4.75 ACTUAL TRAVEL SECTION 506 AREA MODIFICATIONS ACTUAL O O O O O O O DISTANCE ISVEL DISTANCE IS O ( ) a, 39 FT. 506.1 GENERAL. THE AREAS LIMITED BY TABLE 503 SHALL BE PERMITTED TO BE INCREASED DUE TO FRONTAGE If AND AUTOMATIC 60 FT. SPRINKLER SYSTEM PROTECTION (Is) IN ACCORDANCE WITH THE FOLLOWING: c Aa = €At + [At x If] + [At x Is]I(Equation 5-1) WHERE: ° EGRESS PLAN o Ste: 1/8" = 1._0. Aa = ALLOWABLE AREA PER STORY (SQUARE FEET) At = TABULAR AREA PER STORY IN ACCORDANCE WITH TABLE 503 (SQUARE FEET) U If AREA INCREASE FACTOR DUE TO FRONTAGE AS CALCULATED IN ACCORDANCE WITH SECTION 506.2. I 0 Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION AS CALCULATED IN ACCORDANCE WITH SECTION 506.3 If = [ F / P - 0.25 ](W / 30)(Equation 5-2) WHERE: U) If = AREA INCREASE DUE TO FRONTAGE vWIDTH o F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET OPEN MINIMUM a� o P = PERIMETER OF ENTIRE BUILDING (FEET) 0 a� W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.2.1. v c If = ((368 FT / 448 FT) - 0.25)(30/30) If = 0.5714 'v 3 Aa = (9,000 SF + (9,000 SF x 0.5714) + (9,000 SF x 0) r Aa = 14.142 SF 0 v 10-22-15 MCJ RELEASED FOR BID RGD v, DATE BY DESCRIPTION APPROV. BY a REVISIONS s TOWN OF SOUTHOLD i SUFFOLK COUNTY, NEW YORK 0 HIGHWAY MAINTENANCE GARAGE 0 AND SITE IMPROVEMENTS U C O CODE COMPLIANCE .o Em.0 L. K. McLEAN ASSOCIATES, P.C. N = CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o -C U) Designed By: MCJ Scale: AS NOTED sheet No. 00 Drawn By: PWD, MCJ Date: OCT. 2015 0 Co 0 Approved By: RGD File No. 13108.000 N h7 U� 0 n. 8" CONCRETE FILLED PAINTED STEEL BOLLARDS TYPICAL AT ALL OVERHEAD DOORS (SEE DETAILS) 144'-0" 3 -4 28'-0" 16'-0„ ,-0" '-4" 50'-5" 11'-11 2'-1 " 25'-10„ A - - - - - - - - - - - - - - � B A4 0 0 0 A4 O (01 34 1 HYDRAULIC 2 I I °I oI ROOM I 3 I 0 FLUID STORAGE AREA 1 1 I 00 W/ FLOOR CONTAINMENT oo 10 -0 I 4 ENTIRE LENGTH I r----------------- 1 1 22 1 1 o I OF WALL TO BE DO i i 21 o o I w INSULATED W/ a" GYP. THIS SIDE ' 23'-0" 1 i PARTS STORAGE I� I FULL HEIGHT I i O I COIL DOOR 1 1 � t o I i 33 iv L--- --J 4 I N I , u I I I 1249-0 ", 00 299-49944 —0 200-001I 124 —0„ 3N1 BREAK ROOM I ------- ----- I ' I O 204 I 4 I r COIL DOOR o 18 I 23 I 19 o I 00 °° O I I � I I I 1 � I I u') I 24 17 I 5 SHOWERI O o ® I STORAGE 32 N 23'-0” 78'-7" I I 1 1 16 MEN 1 1 CI I �----------------- 00 < 4 I 00 0000 O I O I � IF----------------- Iz OI 5 WOMEN I i o WELDING (.0 MAINTENANCE SHOP FF EL 0'-0" � I 15 5 I i 31 i I I 14 UTILITY 3N1 3 13N1 ------------ 1 1 30 A5 % — — — — — — — — — — — — — — — — 0 70'-8j" 0 11 I ----------------- I --------------------- , --------------------- , ------- ---, ---------- ----- 2'x6' CL 2'x6' C I METAL WINDOW i 0 10 12 0 1 0 I I I i TIRES 29 I 1 I (FIXED) WITH 1 HR 1 _ o N 1 I I 1 1 RATED SAFETY 1 0 11 -6 11 -6 PrT N 1 GLASS I IOFFICE 1 OFFICE 2 L 0 i i i i i i i 5 o - of 25 d 2s b 1 d 27 b d 28 b 2 1 N 1 o 1 O I I I I I O 031 LO A D 0 0 0 B L` A4 A4 I 16'-0" 4'-11" 3'-4" 16'-0" 6'-0" 16'-0" 6'-0" 16'-0" '-4" '-3' 8'-0" 3'-9" 8'-0" 3'-6" '-4" 20'-4" / Id 3 g" 1'-4' j 144'-0" a� FLOOR PLAN v SCALE: 1/8" = 1'-0" a v v NOTE: U 1. PROPOSED BUILDING IS A PRE—ENGINEERED POST FRAME BUILDING (MORTON; FETTERVILLE; OR APPROVED EQUAL). 2. POST FRAMING IS NOT SHOWN. 3. DIMENSIONS ARE GENERALLY SHOWN TO FRAMING. 4. ALL DIMENSIONS SHALL BE COORDINATED WITH APPROVED POST FRAMING BUILDING MANUFACTURER'S SHOP DRAWINGS AND CAN VARY BASED ON WALL CONSTRUCTION. 0 Z v 1 2 3 4 5 10-22-15 MCJ RELEASED FOR BID RGD a� DATE BY DESCRIPTION APPROV. BY a REVISIONS I I I I WALL SECTION: I I WALL SECTION: WALL SECTION: WALL SECTION: WALL SECTION: EXTERIOR METAL PANEL INTERIOR METAL PANEL GYP. BOARD GYP. BOARD TOWN OF S 0 U T H 0 L D EXTERIOR METAL PANEL I I I I 2X4 GIRTS I I 2X4 GIRTS 2X6 STUDS AT 16"o.c. 2X4 STUDS AT 16"o.c. 2X4 GIRTS 11 I I I I 6 POST FRAMING SUFFOLK COUNTY, NEW YORK BUILT UP POST SOUND ATTENUATION SOUND ATTENUATION rn BUILT UP POST --,,,.I I I I R-20 MIN. INSULATION I I R-20 MIN INSULATION V R-20 MIN. INSULATION I I I I 2X4 GIRTS I I (UNLESS NOTED OTHERWISE) INSULATION INSULATION HIGHWAY MAINTENANCE GARAGE 2X4 GIRTS 1 1 I 5/8" GYPSUM BOARD I 1 2X4 GIRTS PRIME AND BPAINT PRIME AND OARD GYP. BOARD AND SITE IMPROVEMENTS oINTERIOR METAL PANEL I I I PRIME AND PAINT I I INTERIOR METAL PANEL (BOTH FACES) I, (BOTH FACES) .o FLOOR PLAN & DETAILS -v WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 o SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0" L. K. McLEAN ASSOCIATES, P.C. o CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I A 00 NOTE: "NI" WITHIN SYMBOL MEANS NO INSULATION WITHIN WALL Designed By: MCJ Scale: AS NOTED Sheet No. 00 No Drawn By: PWD, MCJ Date: OCT. 2015 Nn Approved By: RGD File No. 13108.000 0a REFLECTED CEILING SCHEDULE: HYDRAULIC ROOM 1z ACOUSTIC CEILING PANELS AT 8'-6" AS I SPECIFIED UNLESS OTHERWISE NOTED ES ------------------- 0 0 PAINTED ACOUSTICAL STEEL LINER PARTS STORAGE i II PANEL SYSTEM MOUNTED TO BOTTOM ISIT ti(A ES TRUSS CHORD (CONTINUE OVER I V EQUIPMENT PLATFORM) BR .K RO M ES EXPOSED STRUCTURE (NO CEILING) L-------------- H 0 LIGHTING (SEE ELECTRICAL PLANS) NOTE: REFER TO ELECTRICAL PLAN AND 11 ------------------ MECHANICAL PLANS FOR ADDITIONAL INFORMATION 1 L:CKERS 0 7 III STORAGE ES N EN ------------------ k E If 4E I ------------------ w0i Nit L Iit I UTILIV ------------------ L r---------- ------ TIRES ES '-E 1 OF r I 'E 2 -C! —()FFI ILI C) IJJ 4- 04 REFLECTED CEILING PLAN SCALE: 1/8* = 1'-0" in rn C 0 C O 2O:1 10-22-15 mci RELEASED FOR BID RGD rn DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS U C REFLECTED CEILING PLAN E 11 m -0 — No L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 V) Designed By: mCJ Scale: AS NOTED Sheet No. C) 0 N Drawn By: PWD, MCJ Date: OCT. 2015 00 A 2 Cq to Approved BY: RGD File No. 13108.000 BUILDING ELEVATION NOTES: E EI STANDING SEAM METAL ROOF 1. COORDINATE ALL WORK WITH ENTIRE PLAN SET. SYSTEM WITH CONTINUOUS 2. NO HVAC COMPONENTS HAVE BEEN SHOWN. ti RIDGE VENT 3. FOOTING AND FOUNDATION DEPTHS AND SIZES PROVIDED II t ii iN ELEVATIONS ARE DIAGRAMMATIC ONLY. SEE 13 E it E li 3E CONTINUOUS ICE GUARDS FOUNDATION PLAN FOR ACTUAL INFORMATION. it 4. SEE DOOR AND WINDOW SCHEDULES FOR ACTUAL SIZES _L LI. 8" CONTINUOUS GUTTERS AND DETAILS. EAVE HT. 21'-0" It _li it E it i1 IE E �l it I it i VERTICAL METAL SIDING SYSTEM it I ii li EI I I it it i ii WALL PACK MOUNTED AT 9' ........... SEE ELECTRICAL DRAWINGS (TYP ilE €ii IIDOWNSPOUT (TYP) 6" MIN. --------------...... PIPED TO SEALED SUB-SURFACE ..................................................... ........... .......... I LEACHING SYSTEM ..............................ile ....................................................... .............................................-­-­­ ............. ........... ------ I z -0 ------------- ...................... _. [ i I I I i It I I ............................................................ ...... 25 1 FIN. FLOOR. 0' TOP OF WALL 1'-0" A B 0 FTG.�Ml vl3 FT. BELOW GRADE 8" 0 CONCRETE FILLED STEEL BOLLARDS AT ALL OVERHEAD DOORS (TYP) SOUTH ELEVATION SCALE: 1/8"=l'-O" 1212 12 to l li 11 i 1 L .......... ............... ................------ (+;IIEEtEIIIE1Il�t;IiiiIIt!1,1 ................. ......... ........................-------................. ............ —----------------------------------------------------------------- ........................... .......... IL 11111 ----------- C 0 '—E1lI13,E1:1iiIi siiIj!iEtI€EE!1iEeI3Iifi}{lIIi[�[il!iE Ii 'IiIEI�ijiIiil 'IE`3I,!i1[iIi)IlIi�liI€ttiEEiIE II#l1iE13 0 > EAST ELEVATION WEST ELEVATION (D [IIIIfi ii iiiI1 u I J SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" (D V) 0) tiIEE3E33ii!€i.E€'lE�l'i1II i€1ii1II1i",E;!EiI'E!il€iiII`EI3i lI�—i1IEi!EiE i1IiiII?i1i#!?I!11{I1I}F1 lIIIi !Ilf{€iIE€llEii (D U lI 0 iI /IEIEE€€iIiiI €€E1itEEE i,[ilIEiE�I1{!iIitt}jFikItt, I__2 JILI T L EE1`l€III1,i'Ii!ii1E'is€IEEEI!€311i!!ii IiI11I��i1i�IEE EviiIIEiEEI€1,:iIIItI lE!IIIiIE?sI, H! EIi1�I1l 0 I,�1IiI 10-22-15 mci RELEASED FOR BID RGD H €EiIIEE 8 Et!i,,±iE!ll!iI,II.I"IEtI.E!IIii{vI,I=,; I.}�li IIII:€Ial�' [Ii[EilIIi—OA1�"€[[;!I It!#{[[fiI[E � _IilI!0I!It OiiilA!!•E!iI3II _3�i ❑i i[!;II —[({i� 3iIiI€ I€I ii —E1IiIiiEEEi1 000 —I I1liI IiiEi EiEI —111tlrII( IiItiI DATE BY DESCRIPTION APPROV. BY DOWNSPOUT (TYP) 6" MIN. Q_ PIPED TO SEALED SUB SURFACE REVISIONS LEACHING SYSTEM TOWN OF SOUTHOLD UL SUFFOLK COUNTY, NEW YORK 0 HIGHWAY MAINTENANCE GARAGE 1 /06111 I Ll ) .[.L! L ------- AND SITE IMPROVEMENTS ELEVATIONS Em :HOUSE TRAP PIT 0 _0 co 04 -6 6 NORTH ELEVATION L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 1 A SCALE: 1 0 Designed By: MCJ Scale: AS NOTED Sheet No. 0 00 C-4 6 60 Drawn By: PWD, IMCJ Date: OCT. 2015 � i rlll �li C*4 tO AJ Approved By: RGD File No. 13108.000 0 L PREFABRICATRED WOOD TRUSSES AND ROOF FRAMING BY BUILDING MANUFACTURER ............ 12 12 STANDING SEAM 3 METAL ROOF SYSTEM CONTINUOUS GUTTERS TOP OF POST /WALL HEIGHT AND LEADERS ELEVATION ±21'-0" 12 12 'Ay — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — POST AND HEADER SIZE AND SPACING BY BUILDING INSULATED, VAULTED INTERIOR FRAMING, SEE MANUFACTURER CEILING COVERED WITH STRUCTURAL PLANS 1 ON 12 CEILING PITCH NOT PAINTED ACOUSTICAL REQUIRED OVER STORAGE SPACE STEEL LINER PANEL AND WELDING AREA SYSTEM IN SHOP AREAS EQUIPMENT PLATFORM TYPICAL INSULATED EXTERIOR WALL SEE SHEET Al SHOP PARTS ROOM CONCRETE FOUNDATION, SEE FOUNDATION PLAN TOP OF SLAB ELEVATION 0'-0" H SECTION A-A 1/4" = 1'-0" PREFABRICATRED WOOD TRUSSES AND ROOF FRAMING BY BUILDING MANUFACTURER .......... ....... ... ............ ............. ............... 12 12 0 En 0) CONTINUOUS GUTTERS TOP OF POST /WALL HEIGHT AND LEADERS 3: ob -0 ELEVATION ±21'-0" in o POST AND HEADER SIZE AND o SPACING BY BUILDING MANUFACTURER NO CEILING, OPEN TO o ABOVE IN TIRE AND STORAGE ROOM -C rn UNINSULATED EXTERIOR WALL IN INTERIOR POST FRAME PARTITION TIRE AND STORAGE AREAS ONLY WALL WITH HI—RIB STEEL COVER WITH HI—RIB STEEL PANELS PANELS (TYPICAL) u- TIRES STORAGE 10-22-15 mci RELEASED FOR BID RGD DATE BY DESCRIPTION APPROV. BY REVISIONS LL. CONCRETE FOUNDATION, TOWN OF SOUTHOLD SEE FOUNDATION PLAN SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE TOP OF 0 t // I� AND SITE IMPROVEMENTS SLAB 0 ELEVATION 0'-0" BUILDING SECTIONS E 0 -0 Co -6 L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 [ A SECTION B-B Sheet No. t� 0 1/4" V-0" Designed By: MCJ Scale: AS NOTED 0 00 0c6 Drawn By: PWD, MCJ Date: OCT. 2015 A 4 d By: RGD File No. 13108.000 0 F�; W � 4'-6"MIN __j J Q' a z U QZ Z 1,-p„ 3'-6„ � w Of � w ww m 0- MIN __j Cl- cn U < MAX „-41" 2'-6" 1'-6" o� o it ii o o N39 "' Cn INSULATE WATER 3,-0„ 6» MAX & DRAIN LINES & BOTTOM OF MIN PROVIDE LAV. SHIELD REFLECTIVE SURFACE 1 -0 (TA-6) MIN . cfl � ao O) N N N 1 3'-4 MIN 1,-5„ 1�_6” 9„ MAX 2 -0 MIN MIN11 20'-0" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW MIN FRONT VIEW SIDE VIEW TOILET ACCESSORIES LAVATORY WATER CLOSET URINAL TYPICAL ADA TOILET ROOM MOUNTING HEIGHTS I BREAK ROOMo i Ell I N � 5'-0" 3'-0" i i CABINETS AND COUNTER (SEE DETAIL THIS SHEET) 40" A.F.F. MAX. TO INSULATED POST O a 40" A.F.F. MAX. TO 3'-4" 7'-3 " FRAME WALL REFLECTIVE SURFACE REFLECTIVE SURFACE i 93 ca TA-6 NOT SHOWN REF BY OWNER TA-6 NOT SHOWN 1s EL 1s O 3'-3 1 -3 ACCESSIBLE SHOWER UNIT WOMEN'S TOILET RM. NORTH ELEVATION MEN'S TOILET RM. SOUTH ELEVATION SCALE: 3/8" - 1'-0" SCALE: 3/8" 1'-0" 5'-Oj" TA-5 4"3, I (16) o - LOCKERS o ACOUSTIC CEILING I TILE 8'-6" AFF 04 BENCH 1'_p" 3'-0" 3'-0" 3'-0" 3'-0" 3 ----- - - - \ \ \ o TOILET PA ITIOt� in w TA-1 SHELF SUPPORTS, SPACING 1" (TYP) `o ----- -----� ��i pp w iTA-3 i I SCR TA-2 ` \ i SLOP SINK o iTA-4 LO (0 4" COMPOSITE PANEL SHELF WITH PLASTIC LAM. FINISH (TYP) 3 i I TA-1 I PAPER TOWEL DISPENSER BY OWNER EYE WASH ---� - -- N 4" COMPOSITE PANEL DOOR WITH PLASTIC LAMINATE FINISH ° ---- -- `� i s TA-1 0 0 o o e DRINKING FOUNTAIN o I TA-3I O TA-1 WIRE PULL (TYP) \ \ o I TA-4 I ___ TA-2 / L_____J LOCKER �� 4" COMPOSITE PANEL FRAME -00 i GYPSUM BOARD, SPACKLE, PREP, PRIME AND PAINT F.F. 3 -0 3 -0 3 -0 3'-0" , n r n r n PLASTIC LAM./ OVER PLY BLACKSPLASH , , » 2 -1 PLASTIC LAMINATE COUNTER L -- — - 4" PLYWOOD SUBSTRATE W/ SOLID WD BULLNOSE BREAK ROOM CABINET ELEVATION 4" X 2Y2" HARDWOOD WEB FRAME SCALE: 1/2" = 1'-0" 4 COMPOSITE PANEL DRAWER WITH PLASTIC LAMINATE FINISH UTILITY ROOM ' HARDBOARD TILT STRIP `n Y2" HARDWOOD DRAW BACK `L rn --- - - Y" HARDBOARD DRAWER BOTTOM 10-22-15 MCJ RELEASED FOR BID RGD %4" THICK DRAWER SUPPORT DATE BY DESCRIPTION APPROV. BY ENLARGED FLOOR PLAN REVISIONS 1 SCALE: 1/4" = 1'-0" 4" COMPOSITE PANEL SHELF WITH PLASTIC LAMINATE FINISH TOWN OF SOUTHOLD NOTE: TOILET ACCESSORIES: SUFFOLK COUNTY NEW YO SHELF SUPPORTS, SPACING 1" (TYP) RK c� 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS TA-1 GRAB BARS 3/a" COMPOSITE PANEL DOOR WITH PLASTIC LAMINATE FINISH HIGHWAY MAINTENANCE GARAGE E OTHERWISE NOTED. (COORDINATE WITH TA-2 TOILET PAPER DISPENSER o PRE-ENGINEERED FRAMING AND FINISHES) TA-3 SOAP DISPENSER AND SITE IMPROVEMENTS 2. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING TA-4 MIRROR TOE KICK BASE 'v AS REQUIRED. TA-5 SHOWER CURTAIN ROD (EXTRA HEAVY DUTY) ENLARGED PLAN AND DETAILS EM WITH SHOWER CURTAIN (HEAVY DUTY) N o TA-6 UNDER LAVATORY GUARD BREAK ROOM CABINET DETAIL o � o SCALE: 1" 1'-0" L. K. McLEAN ASSOCIATES, P.C. = CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I Ln o � o N Designed By: MCJ Scale: AS NOTED Sheet No. 00 .o N PI) Drawn By: PWD, MCJ Date: OCT. 2015 A5 0 0� Approved By: RGD File No. 13108.000 I I DOOR SCHEDULE DOOR# DOOR DESCRIPTION DOOR DOOR FRAME FRAME HARDWARE ELEV. SIZE MATERIAL TYPE DETAIL GROUP 1 EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 2 EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 3 EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 4 EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 SEE DOOR SCHE ULE SEE DOOR SCHE ULE SEE DOOR SCHEDULE SEE DOOR SCHE ULE 5 EXTERIOR 1 3'-0"x 7'-0" x 1-3/4" INS.STEEL HM 1 7 6 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 1 7 I J J J7 EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 J g EXTERIOR 1 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 1 7 I _ Lo 9 OFFICE 1 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 1 V) (n (n co o' 1 Of Of c_ 8" 11_8» 8n 10 OFFICE 1 CLOSET 2 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 2 0 0 0 0 m = 11 OFFICE 2 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 1 0 w I w w w l OFFICE 2 CLOSET 2 3'-0"x 7'-0" x 1-3 4" INS.STEEL HM 3 2 cn U) V) U) 12 / I Ill LOUVER 13 HALL 1 3'-0"x 7'-0" x 1-3/4" INS.STEEL HM 4 16 DOOR ELEV. #1 DOOR ELEV. #2 DOOR ELEV. #3 DOOR ELEV. #4 DOOR ELEV. #5 DOOR ELEV. #6 14 UTILITY 2 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 3 2 15 WOMEN'S ROOM 4 3'-0"x 7'-0"x 1-3/4" INS.STEEL HM 3 4D 16 MEN'S ROOM 4 3'-0"x 7'-0" x 1-3/4" INS.STEEL HM 3 4D TYPICAL DOOR ELEVATIONS NOT TO SCALE 17 SHOWER 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 4 18 LOCKER ROOM 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 2 4D 19 BREAK ROOM 1 3'-0"x 7'-0" x 1-3/4" INS.STEEL HM 2 1 20 PARTS STORAGE 3 (2) 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 2 3 21 COMPRESSOR ROOM 4 (2)3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 2 2 22 FLUID STORAGE 6 8'-0" x 9'-0" x 1-3/4" STEEL COIL HM 4 2 , 23 WELDING COIL 6 8'-0" x 9'-0" x 1-3/4" STEEL COIL HM 4 -- 24 WELDING 2 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 113 25 WELDING EXTERIOR OH 5 16'-0"x 14'-0" x 3" INS.STEEL HM 1 5 __AV_ 26 SHOP EXTERIOR OH 5 16'-0"x 14'-0" x 3" INS.STEEL HM 1 5 _ 27 SHOP EXTERIOR OH 5 16'-0"x 14'-0"x 3" INS.STEEL HM 1 5 28 SHOP EXTERIOR OH 5 16'-0"x 14'-0" x 3" INS.STEEL HM 1 5 POST FRAME 29 STORAGE EXTERIOR OH 5 12'-0" x 14'-0"x 1-3/4" INS.STEEL HM 1 5 30 STORAGE INTERIOR 2 3'-0" x 7'-0"x 1-3/4" INS.STEEL HM 4 113 I _ POST FRAME 31 STORAGE EXTERIOR OH 5 12'-0" x 14'-0"x 1-3/4" INS.STEEL HM 1 5 I 32 STORAGE EXTERIOR OH 5 12'-0" x 14'-0"x 1-3/4" INS.STEEL HM 1 5 HEADER HEADER 33 STORAGE EXTERIOR OH 5 12'-0" x 14'-0"x 1-3/4" INS.STEEL HM 1 5 AS PER AS PER 34 SHOP EXTERIOR OH 5 16'-0" x 14'-0" x 3" INS.STEEL HM 1 5 I PRE-ENGINEERED i PRE-ENGINEERED j BUILDING BUILDING MANUFACTURER HEADER MANUFACTURER DOOR SCHEDULE NOTES: 3 i SEE STRUCTURAL PLANS 1. ALL DOOR FRAMES SHOWN NEAR INSIDE CORNERS OF WALLS SHALL BE LOCATED A DISTANCE OF 4" o =`f FROM THE THROAT RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, UNLESS NOTED OTHERWISE. i 2x BLOCKING AS 2x BLOCKING AS 2. ALL WALL STOPS LOCATED IN THE GYPSUM WALLS SHALL HAVE BLOCKING INSIDE THE WALL. o REQUIRED ? REQUIRED 3. ALL INTERIOR DOORS HAVE NO THRESHOLDS. `'�,: N ' U 1 � E " `• » I Y» »Y Y N N N N o �, CONTINUOUS — N HEAD o FLASHING STIFFENER 11 16" 3%/" [11 16» 11 16" 1 16" 1'16" 1�" 1116» 1116» 13/8 1116" i 3 HEAD HEAD HEAD HEAD v N iN O N O O (9 2» N c211 = 2" V V V V V V L FI rn 2 �— — IL — 2 10-22-15 MCJ RELEASED OR BID le .� i = _ _ R F RGD WOOD STUD ANCHOR 2" 2" WOOD STUD ANCHOR DATE BY DESCRIPTION APPROV. BY Cl- 4 PER JAMB WOOD STUD ANCHOR WOOD STUD ANCHOR 4 PER JAMB 4 PER JAMB 4 PER JAMB REVISIONS ALUMINUM ALUMINUM F T O W N OF S O U T H O L D TIM AND TIM AND JAM B CLOSURE JAM B JAM B JAMB CLOSURE SUFFOLK COUNTY, NEW YORK 0 HIGHWAY MAINTENANCE GARAGE 0 FRAME DETAIL 2 FRAME DETAIL 3 FRAME DETAIL 4 FRAME DETAIL AND SITE IMPROVEMENTS 0 AT EXTERIOR WALL A6 AT INTERIOR WALL (2x6) A6 AT INTERIOR WALL (2x4) A6 AT FULL HEIGHT POLE WALL DOOR SCHEDULE AND DETAILS E 00 cq ° L. K. McLEAN ASSOCIATES, P.C. A o CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I D00 R FRAME DETAILS SCALE: 3"-1 '-0" Designed By: MCJ Scale: AS NOTED Sheet No. 00 Drawn By: PWD, MCJ Date: OCT. 2015 A N M A 6 i Approved By: RGD File No. 13108.000 0 a: MECHANICAL LEGEND MECHANICAL ABBREVIATIONS SECTION DESIGNATION A AMPERES FPS FEET PER SECOND SST STAINLESS STEEL NOTES: VIBRATION ISOLATOR IN HANGER AC AIR CONDITIONING UNIT FR FLOOR REGISTER T THROAT 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. -I-- SUPPLY REGISTER, SHEET NO. WHERE SECTION IS SHOWN ACC AIR COOLED CONDENSER FSD FIRE/SMOKE DAMPER TEMP TEMPERATURE 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. OR ACCU AIR COOLED CONDENSING UNIT FT FLAT ON TOP, FEET TG TRANSFER GRILLE 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. SUPPLY GRILLE _ UNIT HEATER OR 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. PROP TYPE WALL FAN AHU AIR HANDLING UNIT FV FACE VELOCITY TO TRANSFER OPENING DEMOLITION TO INCLUDE ALL DUCTWORK, PIPING, CONTROLS, RETURN REGISTER, OR GL GLYCOL PIPING SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. RETURN GRILLE AD ACCESS DOOR GALV GALVANIZED TOD TOP OF DUCT AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR TR TOP REGISTER ■ LOUVER & SCREEN GAS-FIRED INFARED HEATER RL REFRIGERANT LIQUID LINE ARF ABOVE RAISED FLOOR H&R HOSE & REEL TF TRANSFER FAN � DUCTWORK - NEW BG BOTTOM GRILLE HGT HEIGHT TV TURNING VANES �- � LINEAR DIFFUSER ® ACCESS DOORS, VERT OR RBHP BRAKE HORSEPOWER NTS NOT TO SCALE TYP TYPICALS REFRIGERANT SUCTION LINE BOD BOTTOM OF DUCT OA OUTSIDE AIR UH UNIT HEATER FT HORIZONTAL BR BOTTOM REGISTER HP HORSEPOWER UON UNLESS OTHERWISE NOTED RHG REFRIGERANT HOT GAS 10x6 SR 10" BY 6" SUPPLY REGISTER, TRANSITION FLAT TOP -__ _ __ _ DUCTWORK - EXISTING TO REMAIN (150) 150 CFM SUPPLY AIR 15x8 ( ) BTU BRITISH THERMAL UNIT HR HOUR V VOLTS BTUH BTU PER HOUR HZ FREQUENCY VENT VENTILATION AIR 20x10 (FB = FLAT BOTTOM) C CONDENSER WATER SUPPLY CC COOLING COIL IN INCH OR INCHES W WIDTH CD CEILING DIFFUSER KW KILOWATT W/ WITH 100xx66 TG 10" BY 6" TOP REGISTER STANDARD BRANCH SUPPLY CR CONDENSER WATER RETURN CF CUBIC FEET KWH KILOWATT-HOUR WO/ WITHOUT /1L�1!%�L1 1TRANSFER GRILLE) S R CFM/(XXX) CUBIC FEET PER MINUTE LAT LEAVING AIR TEMPERATURE WAC WINDOW A/C UNIT (-150) 150 CFM RETURN AIR OR RETURN NO SPLITTER CG CEILING GRILLE LBS POUNDS WB WET BULB DUCTWORK - EXISTING TO B4E REMOVED CH CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN LDB LEAVING DRY BULB TEMP WC WATER COLUMN EltCHWS CHILLED WATER SUPPLY LF LINEAR FEET WG WATER GAUGE _ THERMOSTAT: (ELECTRONIC, PNEUMATIC) CHR CHILLED WATER RETURN CLG CEILING LPC LOW PRESS CONDENSATE WMS WIRE MESH SCREEN VANED ELBOW COND CONDENSATE LPS LOW PRESS STEAM DUCTWORK - NEW WITH ACOUSTIC LINING @DS DUCT SMOKE DETECTOR X X X X X EXISTING PIPING TO BE REMOVED CR CEILING REGISTER LWB LEAVING WET BULB TEMP DS = SUPPLY DUCT CU COPPER LWT LEAVING WATER TEMP VANED ELBOW DR = RETURN DUCT CWR CONDENSER WATER RETURN MAX MAXIMUM REFRIGERANT SIGHT GLASS CWS CONDENSER WATER SUPPLY MBH THOUSAND BTU PER HOUR FS C�< DUCT UNDER POSITIVE PRESSURE FREEZESTAT D DROP, DRAIN MC MECHANICAL CONTRACTOR (SUPPLY AIR OR FAN DISCHARGE) VANED OR RADIUS ELBOW CD TYPE 1 CEILING DIFFUSER (SEE AIR DEVICE SCHEDULE) DB DRY BULB MD MOTORIZED DAMPER FS FLOW SWITCH (400) DEVDEVCFM SUPPLY AIR DIA DIAMETER MHP MOTOR HORSEPOWER DUCT UNDER NEGATIVE PRESSURE DMPR DAMPER MIN MINiMUM (RETURN, EXHAUST OR OUTSIDE AIR) SMOOTH RADIUS ELBOW RG DN DOWN MTR MOTOR z --AV--DIAMETER TYPE 1 RETURN REGISTER/RETURN GRILLE (-300) (SEE AIR DEVICE SCHEDULE) DWG DRAWING NC NORMALLY CLOSED VD VOLUME DAMPER 300 CFM RETURN AIR DX DIRECT EXPANSION NIC NOT IN CONTRACT � FD RAD STEAM RADIATOR 1.0 F.A. LOUVER IN DOOR - MIN. 1.0 SF FREE AREA EA EXHAUST AIR NO NORMALLY OPEN, NUMBER(FSD) N x RECTANGULAR DIFFUSER (3-WAY, 2-WAY) EAT ENTERING AIR TEMPERATURE OAI OUTSIDE AIR INTAKE FIRE DAMPER (W/ACCESS DOOR) C UNDERCUT DOOR EC ELECTRICAL CONTRACTOR OAF OUTSIDE AIR FAN FSD = COMBINATION FIRE/SMOKE DAMPER EDB ENTERING DRY BULB TEMP OBVD OPPOSED BLADE VOL. DAMPER -® VERT. POS. FLEXIBLE DUCT EDH ELECTRIC DUCT HEATER OD OUTSIDE DIAMETER POINT OF CONNECTION RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW) ---41> HOR. POS. NuEDR ELECTRIC DIRECT RADIATION OV OUTLET VELOCITY . EF EXHAUST FAN PD PRESSURE DROP AUTOMATIC DAMPER (ELECTRIC) POINT OF DISCONNECTION DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW) ELEV ELEVATION PF PREFILTER DUCT FLEXIBLE CONNECTION �-----� EL ELECTRIC R RISE SD AUTOMATIC SMOKE DAMPER CENTER LINE EOD END OF DUCT RA RETURN AIR EQ EQUAL RD ROUND N x I EUH ELECTRIC UNIT HEATER REFR REFRIGERANT x VERTICAL DUCT DROP EWB ENTERING WET BULB RESP REMOTE ENVIRON. SENSOR PNL. VERTICAL DUCT RISE EWT ENTERING WATER TEMP RF RETURN FAN EXH EXHAUST RG RETURN GRILLE EWH ELECTRIC WATER HEATER RR RETURN REGISTER NOTES: F FILTER RM ROOM CONFINED/UNCONFINED SPACE DEFINITION .F DEGREES FAHRENHEIT RPM REVOLUTIONS PER MINUTE F&T FLOAT AND THERMOSTATIC SA SUPPLY AIR 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH ALL APPLICABLE ASHRAE STANDARDS, NEPA STANDARDS, SMACNA STANDARDS, NEW YORK STATE MECHANICAL, IN ACCORDANCE WITH SECTION 202 OF THE NYS MECHANICAL CODE. FIRE, & ENERGY CONSERVATION CONSTRUCTION CODES. FA FREE AREA (SQ.FT.) SAN SANITARYCONFINED SPACE: SPACE HAVING A VOLUME LESS THAN 50 FT' PER 1,000 BTU HR 2. PLENUMS INPUT RATING ON APPLIANCE(S) INSTALLED IN THAT SPACE. BTU/ FB FLAT ON BOTTOM SD SUPPLY DIFFUSER 2.1. ALL MATERIALS EXPOSED TO THE AIRFLOW SHALL BE INCOMBUSTIBLE OR LIMITED COMBUSTIBLE AND HAVE A MAXIMUM SMOKE DEVELOPED INDEX OF 50. FC FLEXIBLE CONNECTION SF SUPPLY FAN 2.1.1. EXCEPTION NO. 1: THE FOLLOWING MATERIALS SHALL BE PERMITTED IN THE CEILING CAVITY PLENUM WHERE LISTED AS HAVING A MAXIMUM PEAK ALL GAS-FIRED APPLIANCES ARE DIRECT-VENT APPLIANCES WHEREBY ALL COMBUSTION FD FIRE DAMPER, FLOOR DRAIN SG SUPPLY GRILLE OPTICAL DENSITY OF 0.5 OR LESS, AN AVERAGE OPTICAL DENSITY OF 0.15 OR LESS, AND A MAXIMUM FLAME SPREAD DISTANCE OF 5FT (1.5 m) OR AIR IS DERIVED DIRECTLY FROM THE OUTSIDE ATMOSPHERE IN ACCORDANCE WITH MC FF FINAL FILTER SOD SIDE OF DUCT LESS WHEN TESTED IN ACCORDANCE WITH THE SPECIFIED TEST METHOD. 304.8 ENGINEERED INSTALLATIONS. FURTHERMORE ALL FLUE GASES ARE DISCHARGED 2.1.1.1. ELECTRICAL WIRES AND CABLES - UL 910. DIRECTLY TO THE OUTSIDE ATMOSPHERE. FIN FL FINISHED FLOOR SP STATIC PRESSURE 2.1.1.2. PNEUMATIC TUBING FOR CONTROL SYSTEMS - UL 1820. 2.1.1.3. OPTICAL-FIBER CABLES, UL 910. THEREFORE, CONFINED SPACE DEFINITION DOES NOT APPLY. FLA FULL LOAD AMPERES SPEC SPECIFICATION 2.1.1.4. FIRE SPRINKLER PIPING - UL 1887. FPM FEET PER MINUTE SR SUPPLY REGISTER 2.1.1.5. OPTICAL-FIBER RACEWAY - UL 910. 2.1.2. EXCEPTION NO. 2: SMOKE DETECTORS 2.1.3. EXCEPTION N0. 3: LOUDSPEAKERS. LOUDSPEAKER ASSEMBLIES AND THE ACCESSORIES SHALL BE PERMITTED IN THE CEILING CAVITY PLENUM WHERE CARBON MONOXIDE (CO) DETECTION SYSTEM Jacobsen & Horan Engineering P.C. LISTED AS HAVING A MAXIMUM PEAK OPTICAL DENSITY OF 0.5 OR LESS, AN AVERAGE OPTICAL DENSITY OF 0.15 OR LESS, AND A PEAK HEAT RELEASE R IS A VIOLATION OF NEW YORK STATE EDUCATION RATE OF 10OKW OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 2.2. THE INTEGRITY OF THE FIRE STOPPING FOR PENETRATIONS SHALL BE MAINTAINED. SPECIFICATION' DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 2.3. LIGHT DIFFUSERS, OTHER THAN THOSE MADE OF METAL OR GLASS, USED IN AIR-HANDLING LIGHT FIXTURES SHALL BE LISTED AND MARKED "FIXTURE LIGHT TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. DIFFUSERS FOR AIR-HANDLING FIXTURES." IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 2.4. THE TEMPERATURE OF AIR DELIVERED TO THESE PLENUMS SHALL NOT EXCEED 250-F (121-C) SHAT AFFIX TO THE ITEM HIS/HER SEA_ AND THE MAINTENANCE SHOP/WELDING AREA NOTATION "ALTERED BY" FOLLOWED BY HIS/HER www jhepc.com 2.5. MATERIALS USED IN THE CONSTRUCTION OF A CEILING PLENUM SHALL BE SUITABLE FOR THE CONTINUOUS EXPOSURE TO THE TEMPERATURE AND HUMIDITY SIGNATURE AND THE DATE OF SUCH ALTERATION CONDITIONS OF THE ENVIRONMENTAL AIR IN THE PLENUM. MAINTENANCE SHOPWELDING AREA AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 2.6. WHEN THE PLENUM IS A PART OF A FLOOR-CEILING OR ROOF-CEILING ASSEMBLY THAT HAS BEEN TESTED OR INVESTIGATED AND ASSIGNED A FIRE 1. / JHE PROJECT NO. 14-1825 RESISTANCE RATING OF 1 HOUR OR MORE, THE ASSEMBLY SHALL MEET THE REQUIREMENTS OF: 1.1 FURNISH AND INSTALL A DUAL CHANNEL, SELF-CONTAINED GAS DETECTION SYSTEM, CRITICAL ENVIRONMENT 2.6.1. WHERE AIR DUCTS AND OPENINGS FOR AIR DUCTS ARE USED IN A FLOOR/ROOF-CEILING ASSEMBLY REQUIRED TO HAVE A FIRE RESISTANCE RATING, TECHNOLOGIES - MODEL# SCC-E-TCO-NO2B-S, IN THE MAINTENANCE SHOP (QTY:2)/WELDING AREA (QTY:1) ALL THE MATERIALS AND THE CONSTRUCTION OF THE ASSEMBLY, INCLUDING THE AIR DUCT MATERIALS AND THE SIZE AND PROTECTION OF THE FOR THE MONITORING OF CARBON MONOXIDE AND NITROGEN DIOXIDE HOUSED IN A RUGGED, WALL MOUNTED, 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ OPENINGS , SHALL CONFORM WITH THE DESIGN OF THE FIRE-RESISTIVE ASSEMBLY, AS TESTED IN ACCORDANCE WITH MCNYS 607. WATER/DUST TIGHT ABS/PVC ENCLOSURE WITH HINGED, SECURED DOOR. SYSTEM POWER SHALL BE 24 VAC DATE BY DESCRIPTION APPROV. BY NOMINAL OR LINE VOLTAGE 90-240 VAC NOMINAL IN THE SAME ENCLOSURE. THE SYSTEM SHALL HAVE A LONG 3. DUCTWORK LIFE (6 YEARS), INTEGRAL ELECTROCHEMICAL SENSORS, ONE CO WITH MEASUREMENT RANGE OF 0-200 PPM CO REVISIONS 3.1. DUCTWORK TO BE SIZED AS PER SECTION 603.2 OF THE NEW YORK STATE MECHANICAL CODE. IN AIR AND 0.5 PPM RESOLUTION AND NO2 WITH MEASUREMENT RANGE OF 0-10 PPM NO2 IN AIR AND 0.02 3.2. DUCTWORK SHALL BE GALVANIZED STEEL PRESSURE CLASS 2" W.G. AS PER SECTIONS 603.3 AND 603.4 OF THE NEW YORK STATE MECHANICAL CODE SPPM HALL PROVIDE RESOLUTION. . AREA OF TEST INTERNAL IS UP TO 5,000 TO JUMPER TO ALLOW,THE USERTOFEET PER SYSTOM OPERATION CONTROLLER TOWN OF SOUTHOLD 3.3. FLEXIBLE DUCTWORK MAY BE USED ABOVE ACOUSTICAL TILE SUSPENDED CEILINGS. FLEXIBLE DUCT SHALL BE UL181 RATED, COMPLIANT WITH NEW YORK AND STATE MECHANICAL CODE SECTION 603.6.1 AND NOT BE LIMITED IN LENGTH. EXHASUT FAN CONTROL FROM THE PANEL. MOUNT PANEL AT 5'-0" AFF. SUFFOLK COUNTY, NEW YORK 3.4. 3.4.1.PROVIDE ALL DUOLUME CT SPLITS AND AT THE RANCH CONNECTIONS ING OOF LOCATIONS: 1.2 RETURN AND EXHAUST SYSTEMS 1 2 UPON ILLUMINATE THECTION OF LOW ALARMOLEDOVE 25(AMBER) PM OR 0.7 PPM NO2 BY ANDTHE LOW GAS ALARMHE INTEGRAL SHALL DE-ENERGIZE SYSTEM SHALL . g` HIGHWAY MAINTENANCE ( ) ACTIVATING b� GARAGE 3.4.2. ALL DUCT SPLITS ABOVE 36" DEPTH THE EXHAUST FAN. UPON DETECTION OF CO ABOVE THE HIGH ALARM OF 100 PPM OR 1.5 PPM NO2 BY THE AND SITE IMPROVEMENTS 3.4.3. DUCTS CONNECTING TO COMMON PLENUM INTEGRAL SENSOR, OR UPON ANY FAULT CONDITION WITHIN THE CO DETECTION SYSTEM, THE INTEGRAL AUDIBLE 3.4.4. FIVE FEET UPSTREAM WITHIN DUCTS SERVING SINGLE OUTLET ALARM AT THE PANEL SHALL ACTIVATE TO ALERT FACILITY PERSONNEL ALONG WITH ILLUMINATING HIGH ALARM LEGEND, ABBREVIATIONS 3.4.5. AT OPEN RETURN DUCT IN HUNG CEILING LED (RED) AND THE HIGH GAS ALARM RELAY SHALL DE-ENERGIZE ACTIVATING THE EXHAUST FAN. 3.4.6. AS NOTED ON DESIGN DRAWINGS AND NOTES 2. PROVIDE A CALIBRATION KIT CONTAINING A 103L CYLINDER OF CARBON MONOXIDE TEST GAS AND A 0.5 LPM FLOW 4. INSULATION REGULATOR. TEST KIT SHALL BE A CRITICAL TECHNOLOGIES MODEL CG3-CO-100. L. K. �C�� w � ASSOCIATES,, P.C. 4.1. DUCTWORK INSULATION AS PER SECTION 604 OF THE NEW YORK STATE MECHANICAL CODE & 803.2.8 OF THE NEW YORK STATE ENERGY CONSERVATION ` /'-'` A 1- CONSTRUCTION CODE. 3. DESIGN IS BASED UPON EQUIPMENT MANUFACTURED BY CRITICAL ENVIRONMENTAL TECHNOLOGIES AND REPRESENTED comsJLTl6dti DMINEERS 437 3MM OO KW RD.. M90lp1p M MW YAC 11719 4.2. ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-5 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES BY CATAN EQUIPMENT SALES AT TELEPHONE NUMBER (631) 821-8008. AND WITH A MINIMUM OF R-8 INSULATION WHEN LOCATED OUTSIDE THE BUILDING. Designed Br DS/JB ale: AS NOTED Shed No. 5. PROTECTION OF STRUCTURE Drown By. DS/JB Date: OCT. 2015 w ,4 O 5.1. PROTECT STRUCTURE AS PER SECTION 302 OF THE NEW YORK STATE MECHANICAL CODE. �V� Approved W. KH/PJ Elle No. 13108.000 CONSTRUCTION KEY NOTES 011 4' 8' 16' = 1. SPLIT-DUCTED CONCEALED FAN COIL UNIT (ABOVE CEILING). ASSOCIATED AIR-COOLED HEAT PUMP LOCATED 13. 50' LENGTH, Y2" HOSE, COMPRESSED AIR SPRING RETURN HOSE REEL. MOUNT 18'-0" A.F.F. SUSPEND FROM 24. GRAVITY INTAKE VENTILATOR, IV-3, ON ROOF ABOVE. PROVIDE INSULATED 1000 DUCT SECTION (96" LONG 1/8" 1'-0" AT GRADE. PROVIDE AIR FILTER BOX, FB-1 IN-LINE WITH OUTSIDE AIR DUCT. FURNISH AND INSTALL LOUVER IN BAR JOISTS (TYP). MIN.) THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y"xY2" WIRE MESH SCREEN. INSTALL 120V WALL. BLANK OFF WITH INSULATED DOUBLE WALL PLATE ON UNUSED PORTION OF LOUVER. INSULATE OUTSIDE AIR 14. OUTLINE OF GAS-FIRED UNIT HEATER, UH-1. VIEW MEZZANINE PLAN FOR ADDITIONAL NOTES. MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-3 DUCT. PROVIDE DRIP PAN, EXTENDED 2" ALL AROUND A/C UNIT (TYP). TO OPEN WHEN FAN RUNS. 15. WASTE OIL HEATERS, WOH-1 & WOH-2. MOUNT 16'-0" A.F.F. FROM BAR JOISTS (TYP). EACH WILL HAVE 2. AIR-COOLED HEAT PUMP UNIT SECURED TO EQUIPMENT PAD AT GRADE. INSTALL NEOPRENE WAFFLE RESPECTIVE METERING PUMP FROM WASTE OIL TANK TO FURNACE. AIR COMPRESSOR CONNECTION REQUIRED AT 25. GAS-FIRED UNIT HEATER, UH-2. FLUE & COMBUSTION AIR THRU SIDE WALL. MOUNT HEATER MIN. 46" AWAY VIBRATION PADS UNDER FOUR CORNERS. PIPE TO NEW INDOOR CONCEALED FAN-COIL UNIT. COORDINATE FINAL EACH FURNACE. ASSEMBLE AND INSTALL PER MANUFACTURER'S INSTALLATION MANUAL. FROM WALL. LOCATIONS AT GRADE WITH ALL TRADES. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIRED REFRIGERANT PIPE SIZE. (TYP). 16. CONTAINMENT SOLUTIONS, MODEL GCAA150ODS001, 500 GAL. WASTE OIL TANK TO SERVE WASTE OIL 26. GAS-FIRED UNIT HEATER, UH-3. FLUE & COMBUSTION AIR THRU SIDE WALL. MOUNT HEATER MIN. 43" AWAY HEATERS. TANK TO BE UL-142, DOUBLE WALL CONSTRUCTION. PROVIDE WITH TANK VENT KIT AS PRIMARY AND FROM WALL. COORDINATE WITH RACK LAYOUT. 3. 7-DAY ELECTRONIC PROGRAMMABLE THERMOSTAT, HEATING AND COOLING, WIRED TO RESPECTIVE FCU/HP VENT TO EXTERIOR OF BUILDING WITH MUSHROOM CAP. EMERGENCY VENT ON TANK. METERING PUMPS TO BE LAY-IN RETURN (TYP). WALL MOUNTED ABOVE TANK. INSTALL PER MANUFACTURER RECOMMENDATIONS. 27. 7-DAY ELECTRONIC PROGRAMMABLE THERMOSTAT, HEATING ONLY. WIRE TO RESPECTIVE UNIT HEATERS (TYP). GRILLE (TYP). 4. INSULATE DUCT WHEN INSTALLED IN ENCLOSED AREAS SUCH AS SOFFITS, SHAFTS, SUSPENDED CEILING, ETC. 17. PROVIDE %" O.D. COPPER TUBING BETWEEN METERING PUMP FROM TANK TO BURNER ASSEMBLY, ONE FOR 28. EXHAUST AIR FAN, EF-7. MOUNT 8'-8" A.F.F. PROVIDE WITH ON/OFF SWITCH TO EXHAUST CHOP SAW (TYP). EACH WOH-1 AND WOH-2. VIEW INSTALLATION MANUAL FOR MORE INFORMATION. FUMES. ••_ :..:.:.:>vwxwmxwunv;�:v_: v+ev++-aw..:-=w'a'�rv�{^� _._..._E`_. t_-___...._...___ 5. BALANCE AIR FLOWS TO VALUES INDICATED IN PARENTHESES WITH FAN-COILS AT HIGH SPEED (TYP). 18. PROVIDE 4 O.D. COPPER TUBING COMPRESSED AIR TO CONNECTOR BLOCK ON FURNACE. PROVIDE WITH 29. PROVIDE 1202 TRANSFER OPENING ABOVE DROP CEILING (TYP). PRESSURE REGULATOR AND SET AT 50 P.S.I. VIEW INSTALLATION MANUAL FOR MORE INFORMATION. -------- - -- -- -}-- -I- 6. LIQUID (3/") AND SUCTION (5/8") REFRIGERANT PIPES WITH 142" INSULATION (TYP). 30. LINE VOLTAGE THERMOSTAT, COOLING ONLY. WIRE TO RESPECTIVE EXHAUST FAN (TYP). STAT BASED ON 19. EXHAUST AIR FAN, EF-1. PROVIDE 30x30 DUCT TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND TERMINATE GREENHECK, PART NO. 380044; REVERSE ACTING, CONTACTS CLOSE ON TEMPERATURE RISE, ADJUSTABLE i I 7. 1" INSULATED TYPE 'L' COPPER CONDENSATE PIPE PITCHED Y8" PER FT. TOWARD DRAIN. WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT ROOF LINE. RANGE307 TO 1 10'F. - D - -- --- I- - i 1 CD-!1 f 8. THERMOSTATICALLY (INTERNAL) CONTROLLED ELECTRIC CABINET HEATER. ALL WIRING BY EC. 20. EXHAUST AIR FAN, EF-2. PROVIDE 20x20 DUCT FROM TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND 31. CARBON MONOXIDE/NOX CONTROLLER PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. INTERLOCK I TERMINATE WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT ;_.___...._....___._._!._.............._.._.. ..........__...__......__.. _....._._..._ i ROOF LINE. BOTH CONTROLLERS IN MAINTENANCE SHOP WITH EXHAUST FAN EF-1. BRE ROOM. 9. BATHROOM EXHAUST FANS, ONE PER BATHROOM. FANS SWITCH W/ RESPECTIVE LIGHT. TERMINATE EXHAUST i AIR DUCT THRU ROOF (TYP). 32. CARBON MONOXIDE/NOX CONTROLLER, INTERLOCK WITH EXHAUST FAN EF-2. �r 21. EXHAUST AIR FAN, EF-3. PROVIDE 10x10 DUCT FROM TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND G 1� TERMINATE WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT 33. COMPRESSED AIR LINE FROM COMPRESSOR ROOM TO EACH COMPRESSED AIR HOSE REEL AND AIR PORT. 10. FURNISH A INSTALL 8x8 LOUVER IN DOOR, LV-3, 12 A.F.F. (TYP). ROOF LINE. COORDINATE FINAL REQUIREMENTS WITH THE TOWN AND MAKE ALL FINAL CONNECTIONS FOR A COMPLETE AND 11. EXHAUST FAN FOR SOURCE CAPTURE SYSTEM, SC-1, TO BE WALL MOUNTED WITH MANUFACTURER-PROVIDED 22, GRAVITY INTAKE VENTILATOR IV-1. ON ROOF ABOVE. PROVIDE INSULATED 30x30 DUCT SECTION (96" LONG OPERATIONAL SYSTEM. PROVIDE 1" ALUMINUM TUBING THROUGHOUT BUILDING. -ODS--.--- -i-__..__.._....._,._____ D 1w WALL MOUNT BRACKET ALONG WITH VIBRATION ISOLATORS, MOUNT 15'-5" A.F.F. USE 6"0 HIGH TEMPERATURE HOSE FOR SOURCE CAPTURE SYSTEM TYP . MIN.) THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y2"xY2" WIRE MESH SCREEN. INSTALL 120V 34. EXHAUST AIR FAN, EF-4. PROVIDE 10x10 DUCT FROM OUTLET SIDE OF FAN TO ROOF ABOVE. TERMINATE ! � MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-1 - WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT ROOF LINE. TO OPEN WHEN FAN RUNS. _____.._ ___.,.- __....__.. , ..._ _, 12. HIGH TEMP HOSE REEL, HR-1, MOUNT 18'-0" A.F.F. SUSPEND FROM BAR JOISTS. PROVIDE WITH , 35. COMPRESSED 3/8" QUICK CONNECT AIR PORT. INSTALL PORT 4'-0" A.F.F. (TYP). (_. MKS-MICROSWITCH AND AND QUADRANT DAMPER. WIRE LOW VOLTAGE MKS-MICRO SWITCH BACK TO FAN MOTOR 23. GRAVITY INTAKE VENTILATOR, IV-2, ON ROOF ABOVE. PROVIDE INSULATED 20x20 DUCT SECTION (96" LONG --=- -;- 2424 STARTER IN SERIES. WHEN LAST HOSE REEL IS PUT BACK IN PLACE, FAN MOTOR WILL TURN OFF (TYP). MIN.) THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y2"xY2" WIRE MESH SCREEN. INSTALL 120V36. FROM AIR COMPRESSOR, AC-1, ABOVE. SEE MEZZANINE CONSTRUCTION PLAN. iLOCK RS' t'1 P 'FLUORESCENT � :LIGHT MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-2 TO OPEN WHEN FAN RUNS. , 37. PROVIDE 12x12 TRANSFER OPENING ® 8 -0 A.F.F. (TYP). ii ` S OW R ____iA..-� _.___..__.. (FIXTURES 0 (TYP). 28 g EF-6 C 0 EF-7 26 HP-2 2 M 35 CA _ - V-2 -1 -- -- ti L ti . - _.._._.._.._..._...._ ____ DESIGNER R _..__ ______.._....._._�. ._____............_.._...__- 1�.............. -F-1.. BATHROOM I (-500T EH-2 . �__ ==-BREAK ROOM i CA ___..... i 37 (-600) PARTS STORAGE (250) 10x10 (250) IIC { . GRILLE LV-2 N i I HYDRAULIC UH-3 10x10 i ' 6 (TYP). i TG I (................ a ROOM IV-3 ------- U ' N � 12x12 i r____ �, c� WO x x 26x14 't FLUID STORAGE AREA 30 i E i L-CA CA .d- _j , W/ FLOOR CONTAINMENT24 M 4 i ! - _.._ ......._ _ r +I L..L.. _.... _......_......_............_ DESIGNER I( ( BATHROOM l i I O Y� l n I I.... ......... I 35 wz = 3 T v r . 36 21 , GRILLE 16 �- a '�- 1 i 10x 10 N �- � 27 FCU-2 l ( (TYP). T.... _ �_....___..-.--.--....__-_-..__._.._..._._.._____.-_.__._._v 10 _._.. __ 10 ............ . ............_..._._ _....... _..___.._. .. (-3000) � OH-2 � o = 35 (-300) 30 EF-3 UH-3 OZ , I 14 EF-3 m 10x8 T T 10x1 , �. ;_- DESIGNER EF-2 a ( 27 ______ (250) (250) I L_.____...___................._._........__._.__._-__. i BATHROOM __ 20 U H-2 0H-1 -.- -r F. I i 1 ( !.........._...._-_..__...............__......_....__i....... ......... \. o or_.. _ -U�t Q CA (-8000) CA 35 j GRILLE - EF-1 - x i (TYP). i ? 29 00 Q E ' 7-1 17U 27 13 ()l - <H) CA CA CA CA I CD-I v �... Flj .._..._. J J � I 12 T1\2 / Ji : t..__ SHOWER � STORAGE 1 0 c) 33 TX J (125) 7t�_ _ i ! I -� ' cA cA cA cA cA cA cA cA &-Eoo � ``-� LOCKERS (15) I ! j .:.::::..:......._. j (N 31 i 1 25 G-1,4 ;R I 32 c 31 LV......_3............ UP _..._._ i UH-2 IV-1 10 1 x ---------------__._.___ 0 I I I MEN `x ' -150' \ \ 1012 = =I 9 LAY-IN SUPPLY ra DIFFUSER (TYP). 2 J ' �'`o- o 2 REFLECTED CEILING PLAN 00 T 27 I MAINTENANCE SHOP x g i WELDING UH-1 17 i 15 W�M�Ncn �, i� SCALE V8'rI'-0' _. LO 10 LV-3 TX-3 ? FOL FOL FOL7 WARNING ..-...... �i 34 i - - IT I VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. EH-1 LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 8 � EF-4 ; ' 990 South 2nd St. Suite 2 J I ________ DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, IV-2 0 o CA EF-Iq-,__._......_.____-_ 4 N UTILITY = - -11 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. Ronkonkoma, NY 11779 - I I Q------ 0: (631) 580-6100 F: (631) 580-6101 NJ IF AN ITEM IS ALTERED, THE ALTERING ENGINEER r , E 1\ ` SHALL AFFIX TO THE ITEM HIS/HER SEAL AND TH www.jhepc.com M 23 o a o --- U CA - - NOTATION ALTERED BY" FOLLOWED BY HIS/HER --' 0 0 3 4 7 - 30 j SIGNATURE AND THE DATE OF SUCH ALTERATION -~ ® 18 ® 1 g t AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 _. ...................._...._......_.__...._-__._.._______� _......_.._.._.....___.._._____........._._-.-.____-- ------------_______ -r i �CA CA CA CA-CA----FCA- � CA -CA-CA-CA35 350) (350 10-9-15 10096 CONSTRUCTION DOCUMENTS MCJ Q �� i TIRES DATE BY l l 13 c>l �l 13 �l FCU-1 N DESCRIPTION APPRov. BY 35 i i , i 5 12x12 4 REVISIONS 12 i =I =I 12 = e'OFFICE 2 12xG 2 FCU-1 1 i i� 2 i .... � TOWN OF SOUTHOLD �> I �, h -1 29 1 a °` SUFFOLK COUNTY, NEW YORK 14x �FICE 1 CA CA CA of 35 r.; ;`i= -- -._..._.._i �A cA........ cA............._.._........._...._....._._cA._ ....._....� _._ 6x 14 �� R ��. i _-T-_:.:._-:::::: -:-:_:_.::_::::::.-::: ::: " ±'' �FB-, HIGHWAY MAINTENANCE GARAGE L� 1 AND SITE IMPROVEMENTS O _ CA t:� CA O C: � ao a) LV-2 " 6 HP-1 GROUND FLOOR 35 11 CONSTRUCTION PLAN 2 L. K. McLEAN ASSOCIATES, P.C. CONSULTING EMOINEERS 437 SO11T11 COMM RD, HAVEN, MV 11719 1 GROUND FLOOR CONSTRUCTION PLAN 4' 8' 16' Designed By. DS/JB Scale: AS NOTED Sheet No. Drawn Br. DS/JB Date: OCT. 2015 p A �I SCALE: V8'-f-0" 1/8" 1'-0" rib, �!!� I Approved Br. KH/Pi File No. 13108.000 CONSTRUCTION KEY NOTES 0 CONSTRUCTION KEY NOTES X 1. DIRECT GAS–FIRED UNIT HEATER, UH-1. MOUNT INSIDE BUILDING FROM BAR JOISTS. PROVIDE INLET PLENUM, 1. INTAKE HOOD FOR UH-1. FOLLOW MFG. INSTALLATION RECOMMENDATIONS. MAINTAIN 10'0" MIN. CLEARANCE FROM EXHAUST FLUE. INLET CURB AND INLET DUCT THROUGH ROOF. COORDINATE 27"W x 27"L ROOF OPENING W/ GC. EXTERNALLY INSULATE ALL DUCTWORK INSIDE BUILDING ONLY ASSOCIATED WITH THE GAS–FIRED UNIT HEATER. DO NOT HAVE 2. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 30x30 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-1. VIEW UNIT BLOWING ON THE FLOOR OF THE MEZZANINE. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 2. MOTORIZED DAMPER. PROVIDE CONTROLS SO THAT DAMPER OPENS WHEN EF-5 IS IN OPERATION. BLANK OFF WITH 3. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 20x20 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-2. VIEW INSULATED DOUBLE WALL PLATE ON UNUSED PORTION OF LOUVER. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 3. LINE VOLTACE THERMOSTAT, COOLING ONLY. WIRE TO EF-5. STAT BASED ON GREENHECK, PART NO. 380044; 4. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 10x10 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-3. VIEW REVERSE ACTING, CONTACTS CLOSE ON TEMPERATURE RISE, ADJUSTABLE RANGE 30-F TO 1107. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 4. EXHAUST AIR FAN, EF-5. MOUNT 3'-0" ABOVE FLOOR IN MEZZANINE AREA. 5. EXHAUST GOOSE NECK SERVING EXHAUST(S) FAN BELOW. TERMINATE 24" ABOVE ROOF LINE. 5. AIR COMPRESSOR, AC-1. PROVIDE WITH INSTALL KIT – 120 GALLON DUPLEX, START–UP KIT. PROVIDE WITH 6. 4" VENT THRU ROOF BY PLUMBER. REFRIGERATED DRYER, GENERAL PURPOSE FILTER, HIGH EFFICIENCY FILTER. AIR HOSE TO GO THRU FLOOR IN PIPE SLEEVE AND DISTRIBUTED THROUGHOUT BUILDING. SEE GROUND FLOOR CONSTRUCTION PLAN. ROUTE CONDENSATE 7. 3" CPVC COMBUSTION AIR & VENT PIPES FROM GAS–FIRED WATER HEATER BY PLUMBER. LINE FROM LINE DRYER TO SINK IN BREAK ROOM. 8. 8" EXHAUST FLUE FROM WASTE OIL HEATERS. VIEW INSTALLATION MANUAL FOR PROPER TERMINATION FOR FLUE ABOVE ROOF (TYP). 9. 18x18 EXHAUST GOOSE NECK SERVING SOURCE CAPTURE SYSTEM BELOW. TERMINATE 24" ABOVE ROOF LINE. 3 EF– 4 LV-1 2 _.-----...............__............._.._................................................}.... ....._...._......_...__....__.____._.._.____. ._ . _._.______..__.._____.._._._._....__.._____-__.___..__.._.___ .___–_.___._.........__.._.._._.__.____ — – - ---._................_._....._._...._....._....___ _._ __----..–_......................._..._...._...._..__.___ __._...__.._..................._.............................___.......__._.._.----._—.--__ --______._______----------__._...._____- T (-300) M00 EF-5XWMS + k i i IV-3 AC-1 FROM IV-3 FROM UH-1 LINE DRYER z cd DOWN TO SINK & 4 BELOW i ! k 5 _ ( 14'-7„ I 0 FROM EF-3 -- - FROM EF-2 f 20x20 � 1 t 5 1 FROM Ox1 F-3 5 FROM EF-1 30x30 i I II FROM TX EX FROM T X EXH 1 10x10 _ RIDGE LINE E 0 IV-1 2 0 6 3 VTR VTR j I I I i ' I I k � i i I 5 j k I I FROM WH-1 I; O 8 O 8 7 _ FROMWOH-1 FROM WOH-2 FROM EF-4 8x8 IV-2 k E I i I 3 I I k i f I i 18x18 E FROM SC-1 _ ____ ..__.....__.__...______.._..__...___.__._.._...._ _.__........_._--- ARNING rr WI VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www.jhepc.com NOTATION ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS ROOF / MEZZANINE CONSTRUCTION PLAN L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGIN M-O 437 SOUTH COt.Rf R7( 10.9 EIOO IAVEK NEW YORK 11719 D MEZZANINE CONSTRUCTION PLAN 2 ROOF CONSTRUCTION PLAN of 4' 8' 16' Designed By: DS/JB Scale: AS NOTED Sheet No. Drawn er.. DS/JB Date: OCT. 2015 M2 SSCAMcAvar-r-ff scAl.� v:r-r� 1/s» = 1'--0" APPS BY: KH/PJ File No. 13108.000 SLAB PER THE LISTING OF THE EQUIPMENT, 0" CLEARANCE • TO COMBUSTIBLES IS s 8 22" REQUIRED. BEAM BEAM CLAMP .. .. �o 8-3/4" 8-3/4" �e 9 6 F_ I SUPPLEMENTARY STRUCTURAL i i WALL STUDS 24" OC. MANUFACTURER PROVIDED MEMBER (TYP) CONCENTRIC VENT KIT (TYP). 3 J-4 CLEARANCE TO COMBUSTIBLES ROOF VENTILATOR. L 3 NEW (PLAN VIEW) 3 4 SHEErMETAL CONSTRUCTION FLASHING. 24" PREFABRICATED SCREWS ONLY BLDG. WALL ASSEMBLY. SEE ROOF CURB WITH N INSULATION BY COMBUSTION AIR 24" ARCHITECTURAL DRAWINGS FOR H.V.A.C. CONTR. ,1 PIPE AROUND CONSTRUCTION MATERIALS. rKETED ROOF. L S VENT PIPE (TYP). LOCATE EXHAUST VENT TERMINAL PER FGCNYS, LES SECURED, 4 THE MINIMUM REINFORCING ANGLE SIZE FOR DUCTWORKSECTION 503.8, ITEM 3 (12" NOTES: WITH A DIMENSION OF ITS LONGEST SIDE AND MAXIMUM MIN. CLEARANCE FROM AIR -� AND LONGITUDINAL SPACING SHALL: ��` - - -- �— LED. 1. H.I.T. OR CADDY BEAM CLIP FOR APPROPRIATE BEAM HANGER STRAPS - OPENING INTO BUILDING). COORDINATE ROOF THICKNESS. 43 TO 48 — 1 1/2"x1 1/2"x1/8" ® 60" / OPENING WITH G.C. — 49 TO 60 1 1/2"x1 1/2"x1/8" ® 48" COMBUSTION AIR INLET. 2. PHILLIPS JS14C (BSA APPROVAL N0.39058 SM) OR 61 TO 96 — 1 1/2"x1 1/2"x3/16"® 24" EQUAL, OR FORCED ENTRY FASTENERS. 97 TO 120 — 2" x 2" x1/4" @ 24" THIMBLE. —CEILING. 3. BAND IRON HANGER PER CODE OR SMACNA. MINIMIZE THE NUMBER OF ELBOWS WHEREVER POSSIBLE. HANGER SIZES FOR SIZE FLUE EXHAUST PIPE PER MANUFACTURER'S 4. TURN UNDER WHEN DUCT IS OVER 47" WIDE. RECOMMENDATIONS. 5. PHILLIPS J38C OR EQUAL RECTANGULAR DUCT SIZE COMBUSTION AIR PIPE PER MANUFACTURER'S DAMPER W/ 120V M RECOMMENDATIONS. ACTUATOR.MOTORIZED 6. THREADED ROD COUPLING. HORIZONTAL Y2"xY2" WIRE MESH DUCT SIZE HANGER SCREEN. 7. THREADED ROD (SIZE AS REQUIRED 3/8" MIN). SUPPORT ANGLE DIRECT—FIRED CONDENSING GAS—FIRED APPLIANCE UP TO 2 SQFT 1" x 1/16" BAND NONE (TYP) 8. SCISSOR CLAMP ON REINFORCED ROD. 1„ IRON 9. G.A.T. CHANNEL CLAMP SLAB FASTENER. OVER 2 SQFT 1 x /ON BAND NONE I NOTE: 10. STEEL ROD (3/8"MIN.) " SELF TAPPING CADIUM OVER 4 1 x 18" BAND WIDE / NONE 11. TO BE REPLACED WITH METAL LATH & FIREPROOF PLATED HEX HEAD SHEET IRON * GAS—FIRED UNIT HEATERS VENTING AS PER SECTION 503.2.3 AND SECTION 503.8, METAL SCREW STRAPS TO ITEM 3 OF THE NEW YORK STATE FUEL GAS CODE, AS WELL AS PER THE PLASTER TO ACHIEVE ORIGINAL FIRE RATING. BE TIGHT AGAINST DUCT OVER 8 SQFT 1" x 1RBAND SEE NOTE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND THE LISTING OF IRON THE EQUIPMENT. OVER 10 SQFT 1" x IRON BAND SEE NOTE DUCT HANGING DETAIL 2 CONCENTRIC VENT THRU SIDEWALL DETAIL QSCALEKTA ROOF VENTILATOR D (TYP - ETAIL FOR IV 1 2 3) 1 CSCALE KT.S SCALE KT.& HANGER SPACING ROOF MAX. HOR. MAX. VERT. PIPING MATERIAL SPACING SPACING (FT) (FT) SIDEWALL DIRECT I—BEAM OR BAR JOIST DR`VE EXHAUST ASSEMBLED WALL ABS PIPE 4 10 (b) (NP) COLLAR ALUMINUM TUBING 10 15 BEAM CLAMP, B—LINE, FIGURE B3033, MALLEABLE BRASS PIPE 10 10 IRON, SIZE PER MFR. MAIN DUCT RECOMMENDATIONS. CAST—IRON PIPE THREADED ROD SIZE TO (a) 5 15 MATE W/BEAM CLAMP & MOTORAVED SIP EO GUARD 45' WEATHER OSHA O.B.V.D. COPPER OR SUPPORT WGT. OF PIPE, HOOD COPPER—ALLOY PIPE 12 10 CONTENTS & HANGER (3/8" INSULATION COPPER OR FOR 3" & SMALLER PIPE; Y2" FOR 4" OR LARGER COPPER—ALLOY TUBING CLEWS STYLE PIPE GRAVITY BACKDRAFT WI AIR FLOW (1 Y4" & SMALLER) C 6 10 HANGER, B—LINE, FIGURE N COPPER OR B3100, SIZE PER PIPE & DAMPER o COPPER—ALLOY TUBING 10 10 LOAD. (142" & LARGER) —� 3/4"D CROSS—LINKED 32pt 10 (b) FLOOR w 3 '0" POLYETHYLENE (PEX) PIPE PIPE OPPOSED BLADE VOLUME CROSS—LINKED POLYETHYLENE 6 EXHAUST FAN DETAIL CTYP FOR EF-5 6 7) �� DAMPER O.B.V.D. / ALUMINUM / ( ) 32„ 4 CROSS—LINKED POLYETHYLENE BRANCH DUCT SCALE NT,� (PEX—AL—PEX) WOOD RAFTER/BEAM (TYP). WARNING R I VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. W2 I CPVC PIPE OR TUBING, 1” 3 10 (b) ANGLE CLIP, B—LINE, LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 & SMALLER i i i i i i FIGURE B3060, MALLEABLE DIRECTION ALTER OF A REM ON THIS PROFESSIONAL IN ANY WAY.ENGINEER,TO Ronkonkoma, NY 11779 _ IRON, SIZE PER MFR. IF AN REM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 CPVC PIPE OR TUBING, RECOMMENDATIONS. www.�he c c N = W1 BRANCH DUCT CFM 4 10 (b) SHALL AFFIX TO THE REM HIS/HER SEN. AND THE 1 Y4 & LARGER /H MAIN DUCT CFM NOTATION -ALTERED BY" FOLLOWED BY HIS/HER / p om NOTE: FURNISH THIS TYPE STEEL PIPE 12 15 = THREADED ROD SIZE TO SIGNATURE AND THE DATE OF SUCH ALTERATION MATE W BEAM CLAMP & CONNECTION WHEN SINGLE LINE AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 DUCTWORK IS INDICATED AS LEAD PIPE CONT. 4 = SUPPORT WGT. OF PIPE, OR �AND = CONTENTS & HANGER THIS FOR 3" & SMALLER PIPE; 1" COMPRESSED 10-9-15 1008 CONSTRUCTION DOC ! PB PIPE OR TUBING 32" 4 = y2" FOR 4" OR LARGER AIR PIPE DOCUMENTS MCJ ALUMINUM / _ PIPE). DATE BY DESCRIPTION APPROV. BY POLYETHYLENE 32" 4 = REVISIONS PE—AL—PE PIPE CLSTYLE PIPE ISOLATION VALVE TOWN OF SOUTHOLD PVC PIPE 4 10 (b) - HANGER, R, B—LINE, FIGURE 83100, SIZE PER PIPE & SUFFOLK COUNTY, NEW YORK STAINLESS STEEL 10 10 (b) LOAD. . HIGHWAY MAINTENANCE GARAGE DRAINAGE SYSTEMS a THE MAXIMUM HORIZONTAL SPACING OF COMPRESSED AIR AND SITE IMPROVEMENTS CAST—IRON PIPE HANGERS SHALL BE PORT INCREASED TO 10 FEET WHERE 10—FOOT PIPE DETAILS LENGTHS OF PIPE ARE INSTALLED. b MIDSTORY GUIDE FOR SIZES 2" & SMALLER. O I * AS PER SECTION 308.5 OF THE PLUMBING CODE OF NEW YORK STATE. L. K. MCLEAN ASSOCIATES, P.C. ** AS PER SECTIONS 407 & 415.1 OF THE FUEL GAS CODE OF NEW YORK STATE. CONSULTING ENGIN 437 SOUTH OOf!@ M RLI, VEA. NTMI Y= 11718 4 BRANCH DUCT DETAIL, 5 SUSPENDED PIPING SUPPORT DETAIL 7 COMPRESSED AIR HOSE DETAIL Designed DS/JB stele: AS NOTED sheet Na. SCALE N A SCALE KT,S SCALE KT:S Drown W. DS/JB Date: OCT. 2015 � A 3 Approved Br: KH/PJ File No. 13108.000 I Y I I S950 SERIES UNDER ROOF DIMENSIONAL DRAWING S950 SERIES - TYPICAL UNDER ROOF INSTALLATION - 44 1/2 33 1/8 24 Z INLET PLENUM � INLET PLENUM w/INLET SCREENS INLET SCREENS 24" i � i N 65 1 2 � / 76 1/4 INLET CURB 22" ROOF OPENING 43"L X 32"W — ' ' <AND 50 INLET DUCT 28 x 39 3/8 �� 47" 3/8" THREADED SUPPORT EF-1, 2, 3, 4 RODS ANGLES I INLET DUCT �� GAS "28 X 39 3/8 SEA . 8 WALL INLET CURB II DOWNTURN 24 S950 SERIES UNIT 20x20 (EF-2), 14 EXTERIOR WALL II I 10x10 (EF-3), II 10x10 (EF-4). �5 8 42 7/g II 30 3/8" INLET ELBOW 31 • 28„ 28 1/8 o 11 39 1/2 30 3/8 28 1 3/4" REF FLOOR SLAB DIRECTIONAL ELBOWS INLET ELBOW MOTORIZED DISCHARGE �1 1/8 42 72 DAMPER F31 1/8" 87" UNIT 15 28 NOTES: 1 . ON UNITS WITH EXTERNAL GAS TRAINS, WIRING DOWNTURN BETWEEN GAS TRAIN AND GAS TRAIN ELECTRICAL 2 EXHAUST FAN/DUCT DETAIL GAS INLET JUNCTION BOX (LOCATED ON UNIT HOUSING) SCALE N.TA 1 NPT MOUNTING COLLAR MUST BE RECONNECTED IN FIELD. �3 EXHAUST. DUCT TO DIRECTIONAL ELBOW ROOF WITH 1804 BELT/DRIVE COVER 11 1/4 SQ. (TYP.) DUCT ANDTERMINATE WITH 13 5/8 GOOSE NECK 24" ABOVE ROOF LINE. 1 DIRECT GAS-FIRED UNIT HEATER UH-1 DETAIL BACKDRAFT DAMPER SCALE KT.S FLEX HOSE EXTERIOR WALL ANGLE IRON REINFORCING. STANDARD DUCT MADE WATER TIGHT, STIFFENERS METAL SCREEN MAY BE INSIDE. FRAME. SPOT WELDED. SEE PLAN FOR DUCT SIZES. INLET 1/2" SCREEN. VIBRATION WARNING Jacobsen & Horan Engineering, P.C. PRIME & PAINT EXTERIOR, ISOLATORS. IT LAIN A VIOLATION OF FOR ANY PERSON,UNLESS ACTING YORK STATE UNDER�THE 990 South 2nd St. Suite 2 135' MIN. ON COLOR TO MATCH EXISTING DIRECTION OF A LICENSED PROFESSIONAL ENGINEER DUCT SIZE + 25%. ROOF (DARK BRONZE). TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. Ronkonkoma, NY 11779 IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 r SHALL. AFFIX TO THE ITEM HIS/HER SEAL AND THE www.jhepc.com UTILITY VENT SET NOTATION ALTERED BY" FOLLOWED BY HIS/HER FLASH DUCT TO ROOF. R VENTAIRE UVS165 SIGNATURE AND THE DATE OF SUCH ALTERATION R=W/2 W AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 z �t- 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ N DATE BY DESCRIPTION APPROV. BY ROOF. WALL BRACKET REVISIONS MODEL WM—LIVS Q TOWN OF SOUTHOLD WM—U � C...' SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE SUPPORT DUCT FROM METAL RAFTERS AND STUDS. AND SITE IMPROVEMENTS ALL INTERIOR DUCTS TO BE COVERED W/1-1/2- DETAILS FIBERGLASS INSULATION. L. K. McLEAN ASSOCIATES, P.C. FLOOR SLAB colaul w ENGI IEM 4V ON ColWtQa3r V., @:?fool VEK IMV roast 11719 Designed By: DS/JB Scale: AS NOTED sheet No. 3 GOOSENECK DETAIL 4 SOURCE CAPTURE MOUNTING DETAIL, Drown sr. DS/JB tee: OCT. 2015 SCALE N.T.S SCALA KT.S M d T Approved By: KH/PJ File No. 13108.000 AIR HANDLING UNIT SCHEDULE COOLING / HEATING ELECTRICAL DATA AIR DATA PIPE CONN (IN) DIMENSIONS LXHxW UNIT NO LOCATION CAPACITY MAX FUSE ENT DB/WB WGT FILTRATION MANUFACTURER, REMARKS MC SHALL CONTACT BRANDON SKI OF LG FOR (BTU/HR) VOLTS/PH/HZ MCA SIZE (•F) CFM LIQUID SUCTION (LBS) (IN) TYPE MODEL NO SULIKPRICING, ORDERING AND TECHNICAL ASSISTANCE. LG INCLUDE THE FOLLOWING OPTIONS: LG PROGRAMMABLE FCU-1 OFFICE'S 2 27,00000/ 208/1/60 – – 80/67 688/618/530 3/8 5/8 73 51 12 6 x WASHABLE LHN247HV THERMOSTAT (PREMTB10U) (516)-729-5544 27, 36,000 / 208/1/60 – – 80/67 1130/953/706 3/8 5/8 125 49 15 5 x WASHABLE LG INCLUDE THE FOLLOWING OPTIONS: LG PROGRAMMABLE FCU-2 BREAK ROOM 40,000 LHN367HV THERMOSTAT (PREMTB10U) HEAT PUMP SCHEDULE COOLING HEATING PIPE CONN. (IN) ELECTRICAL DATA FAN DATA DIMENSIONS CONNECTED WEIGHT LxWxH MANUFACTURER, (BTU/HR) (BTU/HR)CAPACITY CAPACITY ACCESSORIES UNIT NO LOCATION EVAP COILS SEER REFRIG SUCTION LIQUID VOLTS/PH/HZ MCA (A) MOP (A) NO TOTAL CFM (LBS) (IN) MODEL NO HP-1 GRADE FCU-1 24,000 27,000 17 R410A 5/8 3/8 208/1/60 18.1 30 1 2,048 133 38 x 12 x LG _ 33 LUU247 HP-2 GRADE FCU-2 36,000 40,000 17.6 R410A 5/8 3/8 208/1/60 24.5 40 1 1,942 (x2) 203 38 x 12 x LG 55 LUU367 FAN SCHEDULE TOT SP MOTOR MFR & WGT DIMENSIONS SPECIAL UNIT NO LOCATION SERVICE CFM (IN WG) HP TYPE V/PH/HZ RPM ARRANGEMENT TYPE MODEL NO (LBS) LxWxH (IN) FEATURES MEN'S 150 CEILING DIRECT GREENHECK SWITCH W/ LIGHT, MOTOR W/ THERMAL TX-1, 2 CEILING SHOWER/ 150 0.263 WATTS ODP 115/1/60 — HUNG DRIVE SP-13150 15 15x13X15 OVERLOAD, DESIGNER GRILLE, ISOLATION KIT, BATHROOM TX-3 CEILING WOMEN'S 75 0.221 54 ODP 115/1/60 — CEILING DIRECT GREENHECK 14 15x13X15 SWITCH W/ LIGHT, MOTOR W/ THERMAL BATHROOM WATTS HUNG DRIVE SP-680 OVERLOAD, DESIGNER GRILLE, ISOLATION KIT, MAINTENANCEWALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER EF-1 WALL 8,000 0.5 2 ODP 208/3/60 1725 MOUNTED AIR BSO-240-20 417 39x39x37 (WD-330—PB-35x35 GRAVITY OPERATED) SHOP NEMA-1 SWITCH WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER WELDING EF-2 WALL AREA 3,000 0.5 1 ODP 208/3/60 1725 MOUNTED AIR SQ-140—A 116 23x23x24 (WD-330—PB-20x20 GRAVITY OPERATED) NEMA-1 SWITCH WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER PARTS EF-3 WALL STORAGE 300 0.5 1/12 TEAO 115/1/60 1550 MOUNTED AIR SQ-85—D 47 15x15x18 (WD-330—PB-12x12 GRAVITY OPERATED) NEMA-1 SWITCH WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER STORAGE/TIRE EF-4 WALL AREA 200 0.5 1/6 TENV 208/1/60 1725 MOUNTED AIR SQ-75—VG 39 12x12x15 (WD-330—PB-9x9 GRAVITY OPERATED) NEMA-1 SWITCH, CONTROL — VARI GREEN INDOOR QUALITY — TEMP& HUMIDITY EF-5 SIDE WALL MEZZANINE 300 0.2 1/6 TENV 115/1/60 1725 BUILDING FRESH AIR GREENHECK 55 14x14x7 MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSG FLUSH EXT. SIDE SE1-8-440—VG (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOD WITH BIRDSCREEN EF-6 SIDE WALL FLUIDS 500 0.2 1/30 TEAO 115/1/60 1650 BUILDING FRESH AIR GREENHECK 60 15x15x9 MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSG FLUSH EXT. STORAGE SIDE SE1-10-428—P (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOD WITH BIRDSCREEN HYDRAULIC BUILDING EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSG FLUSH EXT. EF-7 SIDE WALL ROOM 600 0.2 1/12 TEAO 115/1/60 1550 SIDE AIR SE1-10-440—D 60 15x15x9 (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOD WITH BIRDSCREEN INTAKE VENTILATOR SCHEDULE PRESS. THROAT THROAT THROAT PHYSICAL WEIGHT UNIT NO LOCATION SERVICE TYPE CFM DROP VELOCITY AREA SIZE SIZE MFR & MODEL REMARKS (INWG) (FPM) (FT') (IN) (IN) (LBS) GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF DOME 8 MAINTENANCE 73-7/8 RD GREENHECK, CURB MODEL GPI–G16 IV-1 ROOF SHOP ,000 0.074 624 12.83 73.5 RD x 26-1/4 H 80 MODEL GRSI, SIZE 48 ( ), ALUM. MESH INSECT SCREEN, TRAY, DAMPER WD-200–PB (120 VAC, ENAMELED) ' Jacobsen & Horan Engineering P.C. 56-3/4 RD GREENHECK, GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF IT IS A VIOLATION OF NEW YORK STATE EDUCATION ' / LAW FOR ANY PERSON UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 IV-2 ROOF WELDING AREA DOME 3,000 0.042 411 7.29 46 RD x 21-1/4 H 45 MODEL GRSI, SIZE 36 CURB (MODEL GPI—G16), ALUM. MESH INSECT SCREEN, TRAY, DAMPER WD-200—PB (120 VAC, ENAMELED) DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF IF AN REM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580- IV-3 RD GREENHECK, CURB (MODEL GPI—G16 ALUM. MESH INSECT SCREEN, SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE IV-3 ROOF PARTS STORAGE DOME 600 0.047 536 1.12 29 RD x 10 H 13 MODEL GRSI, SIZE 15 )' www.jhepc.com TRAY, DAMPER WD-200—PB (120 VAC, ENAMELED) NOTATION ALTERED BY- FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCR,PTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 FILTER ASSEMBLY SCHEDULE 10-9-15 1007E CONSTRUCTION DOCUMENTS MCJ SIZE (IN) FILTER DATE BY DESCRIPTION APPROV. BY UNIT NO MFG TYPE MODEL N0. WIDTH: — - 9-1/2x HEIGHT QTY SIZE MERV MFG MODEL NO REVISIONS FB-1 FANTECH INLINE FILTER F136 10 120-1/2 1 19-1/2x 3/4 13 FANTECH FBRF6 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OPTIONS: NONE Ys' HIGHWAY MAINTENANCE GARAGE HEIR AND SITE IMPROVEMENTS DIRECT GAS-FIRED UNIT HEATER SCHEDULE SCHEDULES MBH AIR DATA ELECTRICAL DATA GAS DATA MTG WGT DIMENSIONS UNIT NO TOTAL MAX. HGT MFR & MODEL NO L x W x H SPECIAL FEATURES IN OUT CFM ESP V/PH/HZ M�F R RPM FLA INLET PRESSURE (FT) (LBS) (IN) L. K. MvLEA ASSOCIATES, P.C. (INWC) (INWC) CONSULTING ENGINEM 437 SOUTH COUNIV RD., MOOKIMVENo NEV YOZ 11718 CAMBRIDGE INLET PLENUM, 24" MOUNTING CURB, 50" INLET DUCT, INLET ELBOW, MOTORIZED DISCHARGE Designed 6Y: DS/JB scale: AS NOTED sheet No. UH-1 950 874 4,403 0.2 208/3/60 2 – 9 1 14 UNDER 1,435, ENGINEERING, 119 x 42 x 28 ROOF MODEL S950 DAMPER, DIRECTIONAL ELBOWS (QTY: 3), REMOTE CONTROL STATION Drawn By: DS/JB Date: OCT. 2015 M5 Approved ey: KH/PJ File No. 13108.000 GAS-FIRED UNIT HEATER SCHEDULE MBH AIR DATA ELECTRICAL DATA CONNECTIONS (IN) TEMP HOR MTG WGT DIMENSIONS UNIT NO HGT (LBS) MFR & MODEL NO WxHxD SPECIAL FEATURES MOTOR IN OUT CFM RISE THROW V/PH/HZ HP RPM FLA GAS FLUE (FT) (IN) ('F) (FT) 30° NOZZLE, ALUMINIZED STEEL HEAT EXCHANGER, AN IM UH-2 300 240 4,545 50 69 115/1/60 1/2 1,075 8.8 1/2 4 16 270 MODINE, 42-% x 32 x 24 DELAY, SINGLE STAGE WHITE ROGERS 1C2.6-101 PTS 300 THERMOSTAT W/ LOCKING COVER, HORIZONTAL CONCENTRIC VENT KIT, VIBRATION ISOLATION KIT 30' NOZZLE, ALUMINIZED STEEL HEAT EXCHANGER, FAN TIME UH-3 125 100 1980 47 56 115/1/60 1/8 1,625 4.2 1/2 4 8 125 MODINE, 35 Y2 x 20-Y2 x DELAY, SINGLE STAGE WHITE ROGERS 1C26-101 HDS 125 31 THERMOSTAT W/ LOCKING COVER, HORIZONTAL CONCENTRIC VENT KIT, VIBRATION ISOLATION KIT AIR DEVICE SCHEDULE TAG AIRFLOW SIZE NK SIZE MOUNT DIRECTION DEFLECTION MFG MODEL REMARKS RANGE CD-1 220-435 24x24 10" LAY—IN 4—WAY — ANEMOSTAT PGL-11A STEEL, WHITE, OBVD RG-1 — 24x24 — LAY—IN — 45° ANEMOSTAT GC5L STEEL, WHITE, %4" BLADE SPACING ELECTRIC CABINET HEATER SCHEDULE ELECTRICAL MTG WGT DIMENSIONS UNIT NO VPH FLA KW STYLE HGT (LBS) LxHxD MFR & MODEL NO REMARKS / /HZ (IN) (IN) FRONT DISCHARGE, FRONT INLET, DISCONNECT EH-1 / EH-2 120/1/60 4.2 .5 WALL— 12 15 28 x 9 x 3 MARKEL, SWITCH, WASHABLE DUST FILTER, HI/LOW MOUNT E3705-028 OPERATION, INTEGRAL FACTORY INSTALLED TAMPER RESISTANT THERMOSTAT OUTSIDE AIR VENTILATION SCHEDULE SOURCE CAPTURE SCHEDULE SPACE CRITERION VARIABLE REQUIRED PROVIDED TOT SP MOTOR UNIT NO LOCATION SERVICE CFM RPM ARRANGEMENT TYPE MFR & WGT DIMENSIONS REQUIRED COMPONENTS 2 PEOPLE IN EACH 80 (IN WG) HP ENCL V/PH/HZ RPM MODEL NO (LBS) LxWxH (IN) OFFICE# 1, 2 20 CFM/PERSON 80 (2 A/C UNITS OFFICE 40 CFM EA.) z SPRING POWERED HOSE REEL WITH MKS MICROSWITCH, HTN-630 HIGH SC-1 WALL SOURCE 3600 4.5 — 5 — 208/3/60 — CCW/THD _ VENTAIRE 400 28x 33x TEMP HOSE, HC60 HOSE CLAMP, FG60 FEMALE QUICK DISCONNECT, MOUNTED CAPTURE UVS165/5/3 38 TG60 TAILPIPE ADAPTER, DSG60 DIESEL STACK ADAPTER, RIS-150 BREAKROOM 20 CFM/PERSON 11 PEOPLE 220 220 z VIBRATION ISOLATORS, WC-150 WEATHER COVER, WM—UVS165A 75 CFM / WATER CLOSET 225 WASTE OIL-FIRED UNIT HEATER SCHEDULE BATHROOMS OR URINAL 3 FIXTURES TOTAL 225 (2 FANS © 75 HEATINGDATA Al DATA ELECTRICAL DATA FILTER DATA AND 150 CFM) 6 FLUE WGT DIMENSIONS 75 CFM / SHOWER AND 150 UNIT NO LOCATION TEMP DIA WxDxH MFR & MODEL NO . SHOWER/LOCKER ROOM 0.5 CFM/FT2 1 FIXTURE AND 150 FTz IN OUT IL CONS EFFSP SIZE (LBS)150 (1 EXHAUST FAN (MBH) (MBH) SOURCE (GPH) (%) RISE CFM (IN WG) HP V/PH/HZ MOCP QTY (IN) (IN) (IN) ® 150 CFM) 6 ('F) z WOH-1 MAINTENANCE 325 — USED OIL 2.1 — 50-80 2,400 0.4 — 15/1/60 30 1 19 x 21 8 641 31Y4 x x 121 35 CLEAN BURN, FLUID STORAGE AREA 0.05 CFM/FT 341 FT2 17 500 4 SHOP x 1 CB-3250 WOH-2 MAINTENANCE 325 — USED OIL 2.1 — 50-80 2,400 0.4 — 115/1/6 30 1 19xx121 8 641 31Y4 x 121 x 35 CLEAN C3B5RN, PARTS STORAGE AREA 0.05 CFM/FTz 699 FTz 35 300 5 SHOP MINIMUM 250 GAL STORAGE TANK UL-142 DOUBLE WALL CONSTRUCTION, TANK VENT KIT MODEL #70380 COMPRESSOR MEZZANINE 0.05 CFM/FTz 80 FTz 4 300 3 AREA AIR COMPRESSOR SCHEDULE RECEIVER SIZE MOTOR WELDING 1.5 CFM/FTz 1,453 FTz 2,180 3,000 3 UNIT NO LOCATION SERVICE CFM (pSiG)PRESSURE VOLTS WEIGHT AND MODEL OPERATING MANUFACTURERS'S NAME REMARKS GALLONS DIA. LENGTH HP RPM PHASE HERTZ MAINTENANCE SHOP 1.5 CFM/FT2 5,011 FTz 7,517 8,000 8 AIR PORTS, INGERSOLL RAND - PROVIDE D127ECA NIRVANA CYCLING REFRIGERATED AC-1 MEZZANINE COMPRESSED 35.2 125 120 40 67 10 1050 208/3/60 1,545 202545E10-P DRYER, FA150IG 88 SCFM GENERAL PURPOSE AIR REELS FILTER, FA1501H 88 SCFM HIGH EFFICIENCY FILTER STORAGE/TIRE AREAS 0.05 CFM/FTz 1,878 FTz 94 200 9 1. VENTILATION COMPLIES WITH CHAPTER 4 OF THE NYS MECHANICAL CODE & CHAPTER 12 OF THE NYS BUILDING CODE. LOUVER SCHEDULE MEHING 2. MINIMUM OUTDOOR AIR QUANTITIES ARE SET WITH SPLIT DUCTED A/C UNIT SERVING THE SPACE. INLET IT I OLAMON OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. 3. EXHAUST FANS EF-5 TO COMPLY W/ NYS MECHANICAL CODE. TAG SIZE VELOCITY MOUNT HTG MFG MODEL REMARKS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 4. EXHAUST FANS EF-6 TO COMPLY W/ NYS MECHANICAL CODE. LV-1 1802 DRAINABLE, BIRD SCREEN, COLOR TO MATCH DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 — 14 CS—GROUP A4097 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. 5. EXHAUST FANS EF-3 TO COMPLY W/ NYS MECHANICAL CODE. EXTERIOR OF BUILDING. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 6. EXHAUST FAN TX-1, 2, 3 TO BE SWITCHED ON VIA LIGHT SWITCH INSIDE BATHROOM IN ORDER TO COMPLY W/ NYS DRAINABLE, BIRD SCREEN, COLOR TO MATCH SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE MECHANICAL CODE. LV-2 18x12 — 8 CS—GROUP A4097 EXTERIOR OF BUILDING. NOTATION "ALTERED BY- FOLLOWED BY HIS/HFR www.jhepc.com 7. EXHAUST FANS EF-2 TO COMPLY W/ NYS MECHANICAL CODE. ., SIGNATURE AND THE DATE OF SUCH ALTERATION 8. EXHAUST FANS EF-1 TO COMPLY W/ NYS MECHANICAL CODE. LV-3 8x8 _ 12 A.F.F.IN DOOR CS—GROUP PLSL SECURITY GRILLE NON—VISION, INVERTED SPLIT Y AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 9. EXHAUST FANS EF-4 TO COMPLY W/ NYS MECHANICAL CODE. 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F, HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS SCHEDULES L. K. MCLEAN ASSOCIATES, P.C. ooasumw Ekmmm 437 MffH MMM 110, 83 MMVM NEW Y= 11719 Designed By: DS/JB scale: AS NOTED Sheet No. Drown By: DS/JB Me: OCT. 2015 a A G A pproved W. KH/PJ File No. 13108.000 V V PLUMBING LEGEND PLUMBING ABBREVIATIONS GENERAL NOTES A AMPERES L LENGTH 1. DOMESTIC WATER SERVICE 01. NEW PIPE WITH DIRECTION OF FLOW FLEXIBLE PIPE CONNECTION AD ACCESS DOOR LAV LAVATORY 1.1. DOMESTIC WATER PIPING SHALL BE TYPE "L" HARD-DRAWN COPPER TUBE ABOVE AFF ABOVE FINISHED FLOOR LBS POUNDS GRADE AND TYPE "K" SOFT TEMPER COPPER TUBING BELOW GRADE, COMPLYING WITH NOTES: 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. - - - COLD WATER PIPING PIPE DROP (IN DIRECTION OF FLOW) AP ACCESS PANEL LDB LEAVING DRY BULB TEMP TABLES 605.4 AND 605.5 OF THE NEW YORK STATE PLUMBING CODE. 1.2. MALLEABLE IRON, THREADED AND BANDED FITTINGS SHALL BE STANDARD WEIGHT AND 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. IN ACCORDANCE WITH ASME 816.3. CAST IRON THREADED FITTINGS SHALL BE 3. (R)- ADJACENT TO EQUIPMENT DENTES EXISTING TO BE RELOCATED. BTU BRITISH THERMAL UNIT LF LINEAR FEET 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. _ _ __ HOPIPE RISE (IN DIRECTION OF FLOW) STANDARD WEIGHT AND IN ACCORDANCE W!TH ASME 816.4. CAST IRON FLANGED T WATER PIPING BTUH BTU PER HOUR LP LEACHING POOL FITTINGS SHALL BE STANDARD WEIGHT AND IN ACCORDANCE WITH ASME 616.1. AS DEMOLITION TO INCLUDE ALL PIPING, CONTROLS, CF CUBIC FEET LPC LOW PRESS CONDENSATE PER TABLE 605.6 OF THE NEW YORK STATE PLUMBING CODE. SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. --tai PITCH UP IN DIRECTION OF FLOW CHWR CHILLED WATER RETURN LPS LOW PRESS STEAM 1.3. DOMESTIC WATER PIPING BELOW GROUND SHALL BE SLEEVED. AVOID DISSIMILAR METAL - - - - -- HOT WATER RETURN PIPING CONTACT. CHWS CHILLED WATER SUPPLY LWB LEAVING WET BULB TEMP CENTER LINE -8-► PITCH DOWN IN DIRECTION OF FLOW CLG CEILING LWT LEAVING WATER TEMP 2• SANITARY DRAINAGE SAN SM SANITARY PIPING CO CLEAN OUT M METER 2.1. SANITARY DRAINAGE PIPING BELOW GROUND SHALL BE HEAVYWEIGHT CAST IRON SOIL siw DIAMETER CODP CLEAN OUT DECK PLATE MAX MAXIMUM PIPE. SANITARY DRAINAGE PIPING ABOVE GROUND SHALL BE POLYVINYL CHLORIDE UNION (PVC) PLASTIC PIPE (TYPE DWV) AS PER TABLES 702.1 AND 702.2 OF NEW YORK STATE PLUMBING CODE. - -- -- - - - - - VENT PIPING COWP CLEAN OUT WALL PLATE MC MECHANICAL CONTRACTOR 2.2. CAST IRON THREADED DRAINAGE FITTINGS SHALL BE RECESSED PATTERN IN POINT OF CONNECTION ACCORDANCE WITH ASME 16.12, AS PER TABLE 702.4 OF THE NEW YORK STATE LIMCONCENTRIC REDUCER CU COPPER MHP MOTOR HORSEPOWER PLUMBING CODE. RL REFRIGERANT LIQUID LINE CUFT CUBIC FOOT MIN MINIMUM 3. VENT ECCENTRIC REDUCER - FLAT BOTTOM POINT OF DISCONNECTION CW COLD WATER MTR MOTOR I� RS REFRIGERANT SUCTION LINE CWR CONDENSER WATER RETURN NC NORMALLY CLOSED 3.1. SANITARY VENT PIPING ABOVE AND BELOW GROUND SHALL BE POLYVINYL CHLORIDE (PVC) PLASTIC PIPE (TYPE DWV) AS PER SECTION 902 AND TABLES 702.1 AND 702,2 CWS CONDENSER WATER SUPPLY NEPA NATIONAL FIRE PROTECTION ® FLOOR ®CAIN / FLOOR SINK ECCENTRIC REDUCER - FLAT TOP OF THE NEW YORK STATE PLUMBING CODE. RHG REFRIGERANT HOT GAS (D) DEMOLISH ASSOCIATION 4. PIPE INSULATION D DROP, DRAIN, DEPTH NIC NOT IN CONTRACT HOSE BIBS� DB DRY BULB NO NORMALLY OPEN, NUMBER 4.1. DOMESTIC COLD WATER - PROVIDE ONE-HALF INCH THICK INSULATION WITH A VAPOR FF FF = FROST FREE REFRIGERANT SIGHT GLASS C CONDENSER WATER SUPPLY DIA DIAMETER NPT NATIONAL PIPE THREAD BARRIER JACKET. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. DMPR DAMPER NTS NOT TO SCALE 4.2. DOMESTIC HOT WATER - PROVIDE ONE-HALF INCH THICK INSULATION WITH A VAPOR FLOW SWITCH VIBRATION ISOLATOR IN HANGER DF DRINKING FOUNTAIN OAI OUTISDE AIR INTAKE BARRIER JACKET. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION FS CR CONDENSER WATER RETURN CODE. DN DOWN OD OUTSIDE DIAMETER 4.3. VALVES AND FITTINGS - INSULATE EXPOSED VALVES, FITTINGS, STRAINERS, AND DWG DRAWING OV OUTLET VELOCITY FLANGES WITH PRE MOLDED FIBERGLASS FITTINGS OR RADIAL MITERED SEGMENTS OF PIPE INSULATION, WIRED OR TAPED ON. OVER INSULATION, APPLY SKIM COAT OF SECTION DESIGNATION CH CHILLED WATER SUPPLY PRESSURE RELIEF VALVE DWV DRAIN WASTE VENT PC PLUMBING CONTRACTOR INSULATING CEMENT, A COAT OF MASTIC, AND WRAP WITH FIBERGLASS REINFORCING DX DIRECT EXPANSION PD PRESSURE DROP CLOTH AND COVER WITH A FINISH MINIMUM 0.013-INCH THICK MAY BE USED OVER INSULATION IN LIEU OF ABOVE. SHEET N0. WHERE SECTION IS SHOWN CHR CHILLED WATER RETURN M (E) EXISTING PSI POUNDS PER SQUARE INCH 4.3.1. INSULATE CONCEALED VALVES WITHIN INCH THINK FIBERGLASS ONE-POUND DENSITY MOTORIZED OPERATED VALVE INSULATION WIRED OR TAPED ON AND VAPOR SEAL COLD WATER INSULATION. EA EACH (R) RELOCATE 4.3.2. INSULATION FOR STRAINERS, EXPANSION JOINTS AND FITTINGS SHALL BE -���( X X _v EXISTING PIPING TO BE REMOVED EAT ENTERING AIR TEMPERATURE R RISE REMOVABLE A REPLACEABLE WITHOUT DAMAGE. ENCLOSE WITHIN TWO-PIECE, 3 WAY VALVE EC ELECTRICAL CONTRACTOR RD ROUND, ROOF DRAIN No.18 GAUGE ALUMINUM COVERS FASTENED WITH CADMIUM-PLATED BOLTS AND --�� CLEANOUTNUTS. EDB ENTERING DRY BULB TEMP REFR REFRIGERANT 4.3.3. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. GAS GAS PIPING ELEV ELEVATION RM ROOM 4.4. ROOF LEADERS SHALL BE INSULATED WITH Y2" FIBERGLASS BLANKET WRAP FOR �I BALANCING VALVE CONDENSATION CONTROL. COMPLIES WITH THE NEW YORK STATE ENERGY ----®- METER EL ELECTRIC RPM REVOLUTIONS PER MINUTE CONSERVATION CODE. CHECK VALVE EQ EQUAL RPZ REDUCED PRESSURE ZONE 4.5. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH MOLDED CLOSED CELL I/1 ANTI MICROBIAL PROTECTIVE COVERING. COMPLIES WITH THE NEW YORK STATE ENERGY ® RADIATOR, STEAM OR HOT WATER I Fi BUTTERFLY VALVE EWB ENTERING WET BULB DEVICE CONSERVATION CODE. BALL VALVE EWC ELECTRIC WATER COOLER SAN SANITARY 5. FREEZING STRAINER EWT ENTERING WATER TEMP SD STORM DRAIN GLOBE VALVE 5.1. EXTERIOR WATER SUPPLY PIPING SHALL BE INSTALLED NO LESS THAN 6" BELOW THE GATE VALVE EWH ELECTRIC WATER HEATER SF, SQFT SQUARE FOOT FROST LINE AND NO LESS THAN 12 INCHES BELOW GRADE, AS PER SECTION 305.6 TO THERMOSTAT F FILTER SH SHOWER OF THE NEW YORK STATE PLUMBING CODE. DOUBLE CHECK VALVE MPLUG VALVE •F DEGREES FAHRENHEIT SO SHUT-OFF �-�- 6. GAS PIPING BACKFLOW PREVENTER F&T FLOAT AND THERMOSTATIC SK SINK PUMP - 6.1. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL AND SHALL COMPLY WITH ASME RPZ REDUCED PRESSURE FA FREE AREA (SQ.FT.) SP STATIC PRESSURE B36.10, 1O ASTM A 53 OR ASTM A 106, AS PER SECTION 403 OF THE NEW YORK ZONE VALVE FAI FRESH AIR INTAKE SPEC SPECIFICATION STATE FUEL GAS CODE. �- BREAK LINE ISI PRESSURE REDUCING VALVE FB FLAT ON BOTTOM SS SERVICE SINK 6.2. GAS PIPING 4 INCHES IN DIAMETER AND ABOVE SHALL HAVE WELDED FITTINGS. STEEL FITTINGS SHALL BE FORGED WELDED FITTINGS. COMPLIES WITH SECTION 403 OF THE \ / FUNNEL DRAIN FC FLEXIBLE CONNECTION SST STAINLESS STEEL NEW YORK STATE FUEL GAS CODE. `( B THERMOMETER FCO FLOOR CLEAN OUT ST SEPTIC TANK 6.3. SLOPE PIPE Y4" PER 15' MIN. TO PREVENT TRAPS. © PRESSURE GAUGEFD FLOOR DRAIN T THROAT 6.4. ALL GAS PIPING SHALL BE PAINTED SAFETY YELLOW AND LABELED EVERY 6 FEET. CAPPED PIPE FF FINAL FILTER, FROST-FREE TEMP TEMPERATURE 7. TESTING AIR RELEASE VALVE P-TRAP FIN FL FINISHED FLOOR TYP TYPICAL 7.1. DRAINAGE AND VENT FLA FULL LOAD AMPERES TX TOILET EXHAUST 7.1.1. WATER TEST - TESTING SHALL BE DONE AS PER SECTION 312.2 OF THE NEW YORK STATE PLUMBING CODE. FPM FEET PER MINUTE U URINAL 7.1.2. AIR TEST - SHALL BE DONE AS PER SECTION 312.3 OF THE NEW YORK STATE CONSTRUCTION NOTES: FPS FEET PER SECOND UON UNLESS OTHERWISE NOTED PLUMBING CODE. 7.1.3. FINAL TEST - SHALL BE DONE AS PER SECTION 312.4 OF THE NEW YORK STATE 1. ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE AND OTHER SIMILAR FIRE RATED PARTITIONS SHALL RECEIVE CODE FT FEET V VOLTS PLUMBING CODE. ALL MATERIAL, EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED FV FACE VELOCITY VT VENT 7.2. DOMESTIC WATER NEW YORK STATE PLUMBING CODE, NEW YORK STATE FIRE CODE, COMPLIANT FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE 20. NEW YORK STATE MECHANICAL CODE AND THE NEW YORK STATE ASSEMBLY PENETRATED. IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION 7.2.1. TESTING TO BE DONE AS PER SECTION 312.5 OF NEW YORK STATE PLUMBING FUEL GAS CODE. INSTRUCTIONS. COORDINATE EXACT LOCATIONS TO ACCOMMODATE G GAS VTR VENT THROUGH ROOF CODE. 11. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL ALL REQUIRED CLEARANCES AND OBSERVE ALL REQUIREMENTS FOR GALV GALVANIZED W WIDTH 7.3. STORM DRAINAGE 2. THE PLUMBING CONTRACTOR SHALL APPLY FOR AND SECURE ALL HANDICAP FIXTURES. MOUNT ALL SUCH FIXTURES IN ACCORDANCE VALVING AND CONNECTIONS. 7.3.1. TESTING TO BE DONE AS PER SECTION 312.2 OR 312.3 OF NEW YORK STATE REQUIRED PERMITS AND INSPECTIONS AND PAY ALL COSTS FOR WITH THE STATE ADOPTED BARRIER FREE SUBCODE WITH RESPECT GC GENERAL CONTRACTOR W/ WITH PLUMBING CODE. THE SAME. TO SUCH ASPECTS AS MOUNTING HEIGHT, DISTANCE FROM GRAB 21. ALL FIXTURES SHALL BE BY A SINGLE MANUFACTURER WHEN GPH GALLONS PER HOUR WB WET BULB 7.4. GAS 7.4.1. TESTING TO BE DONE AS PER SECTION 406 OF THE NEW YORK STATE FUEL GAS BARS, LOCATION OF HAND CONTROLS, CLEARANCES, ETC. POSSIBLE. GPM GALLONS PER MINUTE WC WATER COLUMN, rQQF 3. THE PLUMBING CONTRACTOR SHALL LOCATE ALL EXISTING PIPING REQUIRED TO RECEIVE NEW CONNECTIONS PRIOR TO INSTALLING 12. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS 22. COVER ALL COPPER PIPING BELOW SLAB WITH "ARMAFLEX" TYPE H HEIGHT WATER CLOSET WARNING Jacobsen & Horan Engineering, P.C. OUT ANY NEW PIPING SO AS TO INSURE ADEQUATE ELEVATION AND TO ALL FIXTURES AND EQUIPMENT UNLESS OTHERWISE NOTED. INSULATION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION H&CW HOT AND COLD WATER WCO WALL CLEAN LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 SIZE. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 13. ALL FLOOR DRAINS SHALL BE EQUIPPED WITH AN APPROVED TRAP 23. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MOTOR STARTERS H&R HOSE & REEL WG WATER GAUGE TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. Ronkonkoma, NY 11779 4. COORDINATE ALL WORK WITH THAT" OF OTHER TRADES AS WELL AS PRIMING DEVICE (HOSE BIBB UNDER LAVATORY OR TRAP PRIMER - FOR ALL MOTORS INCLUDED IN THIS CONTRACT UNLESS NOTED HB HOSE BIBB WMS WIRE MESH SCREEN IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 THE GENERAL CONSTRUCTION. 1 PER BATHROOM). OTHERWISE. ALL STARTERS SHALL BE SIZED TO MATCH MOTOR SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE HORSE POWER. HGT HEIGHT WO/ WITHOUT NOTATION "ALTERED BY FOLLOWED BY HIS/HER www.jhepc.com 5. THIS DRAWING IS SCHEMATIC IN NATURE, EXACT ROUTING OF 14. INSTALL FIXTURES AND EQUIPMENT WITH VALVES, UNIONS, ETC. TOSIGNATURE AND THE DATE OF SUCH ALTERATION PIPING AND INSTALLATION OF VALVES, ACCESS DOORS, CLEAN ALLOW FOR EASE OF SERVICE OR REMOVAL. 24. ALL BACKFLOW PREVENTION DEVICES SHALL INCLUDE A STRAINER HP HORSEPOWER AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 OUTS, ETC. SHALL BE COORDINATED IN FIELD AS DICTATED BY THE AND ISOLATING VALVES UNLESS OTHERWISE INDICATED. ALL HR HOUR CONDITIONS ENCOUNTERED. 15. ALL CONCRETE FLOOR, WALL, AND FOOTING PENETRATIONS SHALL BACKFLOW DEVICES SHALL BE TESTED IN ACCORDANCE WITH NYS BE MADE WITH CORE DRILLED HOLES. PLUMBING CODE (SECTION 312.9.2) UPON INSTALLATION. HW HOT WATER 6. THE PLUMBING CONTRACTOR SHALL REVIEW THE ENTIRE SET OF HWR HOT WATER RETURN 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT AND SHALL 16. ALL SLAB AND FOOTING PENETRATIONS SHALL INCLUDE LINK SEAL 25. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO THE HZ FREQUENCY DATE BY DESCRIPTION APPROV. BY MAKE HIM(HER)SELF AWARE OF THE WORK OF ALL OTHER TRADES TYPE PROTECTION FOR WATER RESISTANT SEALS. DRAINAGE SYSTEM. WHICH MAY REQUIRE COORDINATION. IN INCH OR INCHES REVISIONS 17. CONTRACTOR SHALL CUT AND PATCH AS REQUIRED. PATCHING 26. ALL DOMESTIC POTABLE WATER PIPING SHALL BE FLUSHED AND IPS IRON PIPE SIZE 7. PROVIDE ACCESS DOORS IN WALLS AND CEILINGS AS REQUIRED TO SHALL BE ROUGH PATCH IN PREPARATION FOR FINISH BY OTHERS. DISINFECTED AND THE WATER TESTED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD MAKE VALVES, WATER HAMMER ARRESTERS, ETC. READILY PATCHING SHALL INCLUDE PROPER FLASHING AND COUNTER NYS PLUMBING CODE (SECTION 610). PROVIDE CERTIFICATE OF KW KILOWATT ACCESSIBLE. COORDINATE LOCATION OF ACCESS DOOR WITH FLASHING OF ALL VENT PENETRATIONS, ROOF DRAINS, PIPE PERFORMANCE AND LABORATORY TEST REPORT TO LOCAL KWH KILOWATT-HOUR ;`° = ,w� SUFFOLK COUNTY. NEW YORK INSTALLATION OF VALVES, WATER HAMMER ARRESTERS, ETC. IN PORTALS, ETC. AS REQUIRED TO SEAL ALL PLUMBING ROOF AUTHORITIES FOR THEIR APPROVAL. HIGHWAY MAINTENANCE GARAGE FIELD DURING CONSTRUCTION. PENETRATIONS. ANY AND ALL ROOF PENETRATION REPAIRS SHALL BE BY A QUALIFIED PROFESSIONAL AND SHALL NOT VOID ANY 27. FURNISH AND INSTALL A DRIP PAN WITH AN INDIRECT DRAIN TO AND SITE IMPROVEMENTS 8 AS PERGAS-FIRED THE NEWEQUIPMENT STATESHALL FUEBEGAS SUPPLIED CODE WIEACH PIECE PIPING OF INSTALLATIONS. AS ASSOCIATED WITH ROOFING MATERIALS OR AS REQUIR�DE BY POINT NYS DISCHARGE PLUMBING CODELEGEND , ABBREVIATIONS AN UNDER ALL WATER HEATERS EQUIPMENT SHALL HAVE A DIRT LEG, UNION AND GAS COCK. PROVIDE A VENTED REGULATOR IF EQUIPMENT REQUIRES LOWER 18. ALL WASTE AND VENT STACKS SHALL HAVE A CLEANOUT AT THE 28. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 'CIRCUIT AND NOTES THAN LINE GAS PRESSURE. BASE OF THE STACK WITH FINISHED WALL PLATE IN FINISHED SETTER PLUS' CALIBRATED BALANCE VALVE MANUFACTURED BY WALLS. 'BELL AND GOSSETT'. FURNISH AND INSTALL TEST PLUGS FOR c 9. ALL CONNECTIONS TO SERVICES PROVIDED BY OTHERS SHALL BE PRESSURE OR TEMPERATURE READINGS ON ALL HOT WATER L. K. McLEAN ASSOCIATES, P.C. COORDINATED WITH THE G.C., OWNER, OTHER ASSOCIATED 19. FURNISH AND INSTALL WATER PRESSURE REDUCING VALVE AND RETURN BRANCH PIPES. THE PLUMBING CONTRACTOR TO FURNISH COMMILTING ENGINEERS 437 SOM COLIBTIn RD" MOMMVEK MV Y= 11719 CONTRACTORS AND UTILITY COMPANIES AS REQUIRED. THIS PRESSURE RELIEF VALVE IN ACCORDANCE WITH THE NYS PLUMBING VARIABLE ORIFICE FLOW METER AND CIRCUIT SETTER BALANCE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NEW CODE AND LOCAL WATER COMPANY AT THE INCOMING WATER VALVE CALCULATOR MANUFACTURED BY 'BELL AND GOSSETT'. Designed W. DS/JB Scale: AS NOTED No. SERVICES, CONNECTIONS TO NEW PIPING AS PROVIDED BY LOCAL SERVICE, OR AS OTHERWISE REQUIRED, ON ALL DOMESTIC WATER UPON INSTALLATION AND TESTING OF ALL HOT WATER RETURN UTILITY COMPANIES AND ALL UTILITY CONTACTS RELATED TO FIELD SYSTEMS IN EXCESS OF 80 P.S.I. SUPPLYING THE BUILDING. SYSTEMS, THE PLUMBING CONTRACTOR SHALL TURN OVER TO Drown By: DS/JB Date: OCT. 2015 CONDITIONS AND WORK. CONTACT THE WATER COMPANY PRIOR TO BIDDING TO OBTAIN OWNER, FLOW METER AND CALCULATOR. P 0 THIS INFORMATION AND ALL OTHER REQUIREMENTS PERTAINING TO Approved w. KH PJ File No. 13108.000 10. ALL PENETRATIONS THROUGH FLOOR ASSEMBLIES, CORRIDOR WALLS THE WATER SERVICE. CONSTRUCTION KEY NOTES X 1. SUPPORT DOMESTIC H&CW PIPES FROM BAR JOISTS. ALL PIPES SHALL BE COPPER, TYPE 'L', INSULATED & LABELED. SEE DOMESTIC WATER RISER DIAGRAM FOR PIPE SIZING. 2. 1-1/4" DIAMETER DOMESTIC WATER DCV. BASED ON FEBCO MODEL 850. PROPERLY SUPPORT DEVICE AND MAINTAIN REQUIRED CLEARANCES. 3. 2" UNDERGROUND WATER SERVICE. ROUTE UNDERNEATH BUILDING AND UP THROUGH SLAB INTO WATER CLOSET. COORDINATE WITH CIVIL DRAWINGS. 4. GAS-FIRED WATER HEATER, WH-1 IN WATER CLOSET. SEE INSTALLATION DETAIL & SCHEDULE. ROOF 3/4" 1of - -- -- -- -- -- 1-1/ -- -- -- ---- -- -- -- - 1„ F-3 ts % �4„ 3/4„ - -1„ _- _ 1 - --_ -_ --1„ — 1-1/4__- -— 1-1/4" _ _ 1-1/4" 1 I II I I I I 11 I I 1 I I N HW I I FLTR I �j L41I HEATER FFHB II I DCV 3/4„ I H C C H C H C C C H C I I C H141 14 I KS I REFR. SH LAV UR WC SS I WC LAV FFHB I BREAK LOCKER MEN'S WOMEN'S NEW 2" FFHB ROOM ROOM BATHROOM EW BATHROOM UTILITY ROOM ( FFHB UNDERGROUND DOMESWATER TIC IGROUND FLOOR SERVICE. UNDERSLAB DOMESTIC WATER RISER DIAGRAM _ app * DOMESTIC COLD WATER AND HOT WATER PIPE SIZES COMPLY WITH TABLE E101 B, E102 AND E103A.2 OF THE NEW YORK STATE PLUMBING CODE. 0 o FFHB I I I I 3 I } 3 HYDRAULIC 3 I ROOM I I li FLUID STORAGE AREA I W/ FLOOR CONTAINMENTa :t j ; I PARTS STORAGE ! I. BREAK ROOM KS L- I j i....__....._.__.........___..._..........._......................................... ------------------ - - - .................................................................................... - � J /� \ -L' —� tl :i ii._--" T . REFR -�� I / i / E -- a LOCKERS (15 I STORAGE :- -� I I I 3 I I —i........ _FT____ ...,.._...... N I . F I I I J MEN i ---___.._ - WC SS LAV UR ! MAINTENANCE SHOP O I EW DF �.. LAV - I f WELDING WC WOMEN ` I ' WARNINGJacobsen & Horan Engineering, P.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION E` I LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 ( DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. UTILITY = L------- - ---- -- -- _ TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. Ronkonkoma, NY 19779 IF AN ITEM IS ALTER®, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE - NOTATION -ALTERED BY" FOLLOWED BY HIS/HFR www.jhepc.com ER I I I 4 SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 JHE PROJECT NO. 14-1825 ___... _ 10-9 15 10095 CONSTRUCTION DOCUMENTS MCJ I.i I TIRES DATE BY DESCRIPTION APPROV. BY I I I u I I I i I I I I I ' OFFICE 2 ( OFFICE 1 1 I REVISIONS TOWN OF SOUTHOLD t.____._.______--_---_._.__..I_- L--a� SUFFOLK COUNTY, NEW YORK _ I I IFFHB 4 HIGHWAY GE e, . ...................... .......... _...... AND SITE IMPROVEMENTS ! GFFHB /G C 0 0 FFHB 3 GROUND FLOOR DOMESTIC WATER I ry4" FROST-FREE HOSE BIBB (TYP-4). CONSTRUCTION PLAN L. K. McLEAN ASSOCIATES, P.C. COIr UMG MOGIRM 437 SOUTFI COIMW Mm., V.001MVIX KV Y= 11719 0' 4' 8' 16' Designed Br. DS/JB scale: AS NOTED Sheet No. ( .qc&e 1 GROUND FLOOR DOMESTIC WATER CONSTRUCTION PLAN D� Br DS/JB Date: OCT. 2015 virf- 1/8„ = 1'-0" P 1 Approved By: KH/PJ File No. 13108.000 CONSTRUCTION KEY NOTES X 1. SANITARY PIPE UNDER SLAB (TYP). SEE SANITARY RISER DIAGRAM FOR PIPE SIZING. 2. 4" DIAMETER HOUSE TRAP IN PIT, W/ FRESH AIR INTAKE. SEE CIVIL DRAWINGS FOR CONTINUATION TO NEW SEPTIC SYSTEM. 3. COORDINATE SLEEVE PENETRATION THROUGH FOUNDATION WALL. 4" VTR TO NEW SEPTIC SYSTEM —r 2 j j �----1 I I I I I I I I I I I I L'dLAV LAV � I 3 ' WH-1 I NI I I I I I i I :-CO DRIP PAN FD UR I WC WC I FD DF I EW I SS I 2„ FD I SH I KS I FCO 4�� 2„ I I I _ FAI FCO 4" \ L�\ L�\ 29 DFU TO NEW 4" 4" 4" 4" SEPTIC j HOUSE SYSTEM TRAP SANITARY RISER DIAGRAM * SANITARY PIPE SIZES COMPLY WITH SECTION 710 OF THE NEW YORK STATE PLUMBING CODE. * VENT PIPE SIZES COMPLY WITH SECTION 916 OF THE NEW YORK STATE PLUMBING CODE. EXTERIOR LINE * ALL PIPES TO BE PITCHED Y4" PER FOOT. OF BUILDING. TRAP PIT, \\K SEE SITE PLAN I I 1 I I i i ! i ! SH i FD 1 i i ter- i v i FD { r NI Jacobsen & Horan Engineering, P.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 Qh DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 SS _ WC TO ALTER AN REM ON THIS DRAWING IN ANY WAY. ril N IF AN REM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 EW UR SHALL AFFIX TO THE REM HIS/HER SEAL AND THE www. he c com i NOTATION ALTERED BY- FOLLOWED BY HIS/HER P LAV(x2) j SIGNATURE AND THE DATE OF SUCH ALTERATION DF WC AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 I 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ FD DATE BY DESCRIPTION APPROV. BY REVISIONS 44, Ifl TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS UNDER SLAB SANITARY FCO i CONSTRUCTION PLAN WH L. K. McLEAN ASSOCIATES, P.C. CONSMMIG DONSM 137 MN =WW FM, MOOMVM NEW YCE 11719 o' 2' 4' B' Designed BY: DS/JB Scale: AS NOTED Sheet No. 1 UNDER SLAB SANITARY CONSTRUCTION PLAN Drawn Br DS/JB �: OCT. 2015 P2 SCALE V46.1'-0' 1/4" = 1'-0" APPS Br: KH/PJ File No. 13108.000 CONSTRUCTION KEY NOTES X 1. 4" DIAMETER VENT THROUGH ROOF. 2. 4" DIAMETER HOUSE TRAP IN PIT, W/ FRESH AIR INTAKE. SEE CIVIL DRAWINGS FOR CONTINUATION TO EXISTING SEWER SYSTEM. 3. INSTALL STAINLESS STEEL DRIP PAN UNDER WATER HEATER WITH TRAPPED DRAIN TO SANITARY SYSTEM. 4. SEE SANITARY RISER DIAGRAM FOR VENT PIPE SIZING AND LOCATION. 2 0 HT i -i HYDRAULIC •FCO ( i ! I ROOM FLUID STORAGE AREA G W/ FLOOR CONTAINMENT ' co I ! i PARTS STORAGE I i I ! i ! BREAK ROOM KS I ................... ........._,..........................a [...°`"o. ............................................... ......... .......--... .......... I REFR ---------------- - 1 FD i ! STORAGE i • w : i ---LOCKERS E i ! 4 ; k ! I FD eL------ M EN LAV UR WC MAINTENANCE SHOP SS _.._.C i z i ;a r -__ EW _i;.... r t!--- _� 1 VTR DF LAV WELDING WOMEN WC ! i! e I ` \ FD ? I 3 i IT IW®3�A VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. I UTILITY LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 FCO ® I __-___...._._...__._._.__...._....__._____!._ DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. NY 1779 c} 0: (631) 580-6100 Ronkonkoma, (631) 580-6101 ---.....� IF AN REM IS ALTERED. THE ALTERING ENGINEER I SHALL AFFIX TO THE REM HIS/HER SEAL AND THE ! I NOTATION "ALTERED BY FOLLOWED BY HIS/HER I p www.'he c.com - SIGNATURE AND THE DATE OF SUCH ALTERATION - ________........_._..........................._ O AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO 14-1825 10-9-15 10096 CONSTRUCTION DOCUMENTS MCJ TIRES i DATE BY I, DESCRIPTION APPROV. BY OFFICE 2 OFFICE 1 i I REVISIONS i TOWN OF SOUTH 0 LD SUFFOLK COUNTY, NEW YORK ti,, ,e=.., ori,,;' `�t; _. ___ _! -t- _.. .___ _ __:_- ; _ _ _ ' HIGHWAY MAINTENANCE GARAGE c� 0 _ 0 7 a o o c �'-� � � �- — -�-- --�-� AND SITE IMPROVEMENTS GROUND FLOOR SANITARY CONSTRUCTION PLAN L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 137 SWIl1 C LIM M, MOOIOIAVIN. MW WE 11719 GROUND FLOOR SANITARY CONSTRUCTION PLAN o' 4' 8' 16' Designed Ey- DS/JB scale: AS NOTED sheet No. (DSCALE Vir-f-q Drown By: DS/J® Date: OCT. 20151/8" = 1 t-011 rib,---. D Z Approved W. KH/PJ File No. 13108.000 i CONSTRUCTION KEY NOTES 0 1. 3" CPVC COMBUSTION AIR AND VENT PIPES FROM GAS FIRED WATER HEATER, WH-1 IN UTILITY ROOM. ROUTE COMBUSTION AIR/VENT TO ROOF. SEE MECHANICAL ROOF PLANS FOR ADDITIONAL NOTES. 2. BLACK STEEL NATURAL GAS PIPE (TYP). 3. PLUMBER TO COORDINATE WITH NATIONAL GRID TO DETERMINE IF REGULATOR IS NEEDED TO SERVE THE BUILDING. ROOF i f j i i UH-1 1" Z FROM IV-3 950 CFH rD I (C I 2 � I ' 0 FROM EF-3 4" 31' 390 2f1 _...__._.._._._...... — — ................_..._...__... — _--------......_...._...__....__— I I 1 , \ \ I I I GAS FROM BELOW MEZZANINE TO UH-1. rD rD b WATER NEW EXTENDED 2" HIGH HEATER UH-3 UH-2 ' PRESSURE GAS MAIN. 200/CFH 125 CFH 3 0/CFH SEE CIVIL PLANS FOR rD CONTWUATION. GROUND FLOOR 01E 2" FROM TX EX i AS RISER DIAGRAM I * GAS PIPE SIZES COMPLY WITH TABLE 402.4(1) OF THE NEW YORK STATE FUEL GAS CODE. VTR 5• i ._.ir[. --- ! _.._........................__....__......_.....___ __.._._.. __._...._.....__.._.._..........._.........____—�.____._,_�_ ____.____._.._.._._._..._.__......__.._.__._ i; E i ' I HYDRAULIC UH-3 ' I � 1i ROOM FROM WH-1 8, FLUID STORAGE AREA ! ------------- W/ FLOOR CONTAINMENT PARTS STORAGE -; BREAK ROOM i , r i i_ € ! 0 , TO UH-1 IN !` MEZZANINE. 1 ; I jE ^ 0 LOCKERS (15� Z_:�� _............__..._.._..- .............._._........................................................................................._......_.._._._._.._.. --.._.__.....__...................._................................._..........__... — ---._........_.._....__.._._........__......_.. _ __ ___.. - _....._........_.._.__..._ .. - STORAGE - — -- 1 W i 7 Es J, 4 c� ! 1 MEN L------.----.--...... _._ � ! MAINTENANCE SHOP r-------------- __ ! 0 2 MEZZANINE NATURAL GAS CONSTRUCTION PLAN I I SCALE VW-T-9 WELDING 3 j WOMEN I ' 1' ��p ^.pj•w ^.� ^•p ^.s ^•� w.s ^•c ^.� ^,p ��p ^.� �` I IT IS VIOLATION OF NEW YORK SPATE EDUCATION Jacobsen & Horan Engineering, P. IC. Y.fl W I1 W W W W W V.V W W W W W ! ' ; LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 1 ; To ECTION AN ONSED THIS DRAG IIN ANY WAY.ENGINEER, , ! Ronkonkoma NY 11779 T ! I IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: 631 580-6100 F: 631 580-6101 i UTILITY = _ _ _ SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE 2 i www.he c.com I , ,. NOTATION ALTERED BY- FOLLOWED BY HIS/HER 1 P — .._____._..._....._.. __.__.__.__-_.__._........__........___ ; SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 ! ! 0 --._.-_____-___-__..___' _-__.____---____.._.__._..__._r !________..____..__........__..._............_____i _______________.__.____-� 10-9-15 100?; CONSTRUCTION DOCUMENTS MICJ DATE BY DESCRIPTION APPROV. BY r TIRES � REVISIONS OFFICE 2 OFFICE 1 � � ' ff� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK t ; E i I ';:: HIGHWAY MAINTENANCE GARAGE a f I f � _ _ ___ _ __ __._._ AND SITE IMPROVEMENTS GROUND FLOOR/MEZZANINE 3 NATURAL GAS CONSTRUCTION PLAN L. K. MCLEAN ASSOCIATES, P.C. C010MMO IMMEERB 137 MM CMW IS, MMMVM KV MM 11719 0' 4' 8' 16' Designed By: DS/JB scale: AS NOTED Sheet No. GROUND FLOOR NATURAL GAS CONSTRUCTION PLAN SCALE w8'-T-V 1/s" 1'-0" Drown W. DS/JB Date: OCT. 2015 p rib, I �r'� Br: KH/PJ File No. 13108.000 f�" I I PER THE LISTING OF THE EQUIPMENT, 0" CLEARANCE TO COMBUSTIBLES IS REQUIRED. 22" SANITARY -I- VENT CALCULATIONS FIXTURE SCHEDULE fp 8-3/ -3/4" NO. OF DRAINAGE FIXTURE TOTAL DRAINAGE DESIGNATION FIXTURE TYPE DRAIN VENT CW HW 01 ,A TYPE OF FIXTURE FIXTURES UNITS/ FIXTURE FIXTURE UNITS MANUFACTURER PROVIDED CONCENTRIC VENT KIT (FU) LAV LAVATORY 1 ROOF TRUSSES (TYP) Y2" 1 Y4" Y2" Y2" 24" OC. LAVATORY 2 1 2 SH SHOWER 142 1 Y4" Y2" y2" WATER CLOSET 2 4 8 WC WATER CLOSET 491 CLEARANCE TO COMBUSTIBLES „ 2„ 3/4„ URINAL (FLUSH TANK) (1 GAL PER FLUSH) - 1 4 4 UR URINAL (FLUSH VALVE) 2" 1 Y4" - SHOWER 1 2 2 SERVICE SINK 1 2 2 SS SERVICE SINK 1 Y2" 1 Y4" Y2" Y2" LOCATE EXHAUST VENT TERMINAL PER FGCNYS, KS KITCHEN SINK 1 Y2" 1 Y4" y2" y" SECTION 503.8, ITEM 3 (12" MIN. CLEARANCE KITCHEN SINK 1 2 2 FROM AIR OPENING INTO BUILDING). DRINKING FOUNTAIN 1 Y2 0.50 EWC ELECTRIC WATER COOLER 142 1 Y4" Y" - 1 COMBUSTION AIR INLET. EYE WASH 1 2 2 DF DRINKING FOUNTAIN 1 Y2" 144" Y" FLOOR DRAIN 3 2 6 FFHB FROST-FREE HOSE BIBB - - WATER HEATER I CONDENSATE Y2 1 0.50 FD FLOOR DRAIN 3" 142 It - - FLASHING. TOTAL 29,0 ROOF ASSEMBLY SEE ARCHITECTURAL DRAWINGS EW EYE WASH 142 1 Y4" Y" y2" ! FOR CONSTRUCTION MATERIALS. DRAINAGE1. FIXTURE FIXTURE AS PER TABLE 709.1 OF THE NYS COMBUSTION AIR . 1. CW & HW FIXTURE SUPPLY PIPE SIZES COMPLY WITH TABLE 604.5 OF THE NEW YORK STATE PLUMBING CODEPLUMBING PLUMBING CODE. PIPE AROUND 2. ALL VENT SIZES AS PER TABLE 916.1 OF THE NYS PLUMBING CODE. 2. DRAIN SIZES COMPLY WITH TABLE 709.1 OF THE NEW YORK STATE PLUMBING CODE. THIMBLE. 3. AS PER TABLE 710.1(1) OF THE NYS PLUMBING CODE (Ya" SLOPE PER 3. VENT SIZES COMPLY WITH TABLE 916.1 OF THE NEW YORK STATE PLUMBING CODE. VENT PIPE (TYP). INCH), 29 FIXTURE UNITS WOULD REQUIRE A MINIMUM OF 3" DIA. SANITARY PIPE. 4" DIA. USED ON PROJECT. �-MINIMIZE THE NUMBER OF ELBOWS WHEREVER POSSIBLE. WATER SUPPLY CALCULATIONS FEXHAUST VENT PIPE FLOW LOAD TOTAL FLOW RATE TOTAL LOAD COLD WATER FRICTION TYPE OF FIXTURE NO. OF PER FIXTURE PRESSURE VALUES PER VALUES TOTAL ESTIMATED PIPE SIZE VELOCITY LOSS FIXTURES (GPM) PER FIXTURE FIXTURE (WSFU) (WSFU) DEMAND (IN) (FT/SEC) (FT/100Fr) (PSI) (WSFU) (GPM) LAVATORY (PUBLIC) 2 2 8 2 4 CONDENSATE TRAP LAVATORY (PRIVATE) 0 2 8 0.7 0.0 CONDENSATE DRAIN TO SUITABLE DRAIN (FLUSH TANK) WATER CLOSET 2 3 8 5 10 AIR INTAKE PIPE URINAL 1 15 15 5 5 SHOWER (NO TEMP CTRL) 1 3 8 4 4 47.65 29.1 14410 6 7 KITCHEN SINK 1 2.5 8 1.4 1.4 SERVICE SINK 1 3 8 3 3 GAS-FIRED WATER GAS ELECTRIC WATER COOLER 1 0.75 8 0.25 0.25 HEATER SUPPLY DRINKING FOUNTAIN 0 t 0.75 8 0.25 0.00 CONDENSATE LINE DRAIN HOSE BIBB 4 5 8 5 20 MANUAL GAS 1. 'FLOW RATE PER FIXTURE' AND 'FLOW PRESSURE PER FIXTURE' AS PER TABLE 604.3 OF THE NYS PLUMBING CODE. SUPPLY LINE SHUT-OFF VALVE 2. LOAD VALUES AS PER TABLE E-103.3(2) OF THE NYS PLUMBING CODE. TO HOT WATER 3. 'ESTIMATED DEMAND' AS PER TABLE E103.3(3) (PREDOMINANTLY FLUSH TANKS) OF THE NYS PLUMBING CODE. FAUCET(S) DRAIN SEDIMENT GAS-FIRED TANKLESS WATER HEATER SCHEDULE VALVE -TRAPCOLDWATER TO DRAIN SUPPLY RECOVERY PIPE CONNECTIONS NOTES' INPUT OUTPUTEFF. STORAGE RATE @ (IN) ELECTRICAL DIMENSIONS UNIT NO CAPACITY WGT 1. WATER HEATER SHALL BE WALL MOUNTED. (MBH) (MBH) (�) 90•F RISE DEPTH X HGT MFR. & MODEL N0. (GAL) WATER WATER GAS COMB RELIEF (LBS) (IN) 2. PLUMBING CONTRACTOR SHALL FURNISH & INSTALL ALL MATERIALS ASSOCIATED WITH WALL (GPH) IN OUT IN AIR VENT DRAIN VALVE V/PH/HZ FLAMOUNTING. 3. WATER HEATER SHALL BE INSTALLED BY PLUMBING CONTRACTOR INCLUDING ALL REQUIRED WH-1 200 188 94 - 252 3/4 3/4 3/43 3 1 1 3/4 1 120/1/60 2 82 1 9-34' X 27 Y RHEEM, RTGH-95DVLN PIPING VALVES, THERMOMETERS & DRAIN PAN. 4. FIELD VERIFY THE EXACT LOCATIONS OF ALL DOMESTIC WATER HEATERS. NOTE: PROVIDE WITH 12 YEAR ON HEAT EXCHANGER, CONCENTRIC VENT KIT MODEL # SP20245 5. DRAIN SHALL BE ROUTED TO NEAREST DRAIN. * GAS-FIRED WATER HEATER VENTING AS PER SECTION 503.2.3 AND SECTION 503.8, ITEM 3 OF THE NEW YORK STATE FUEL GAS CODE, AS WELL AS PER THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND THE LISTING OF THE EQUIPMENT. Jacobsen & Horan Engineering, P.C. IT IWARNING IOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www.• P he c com NOTATION "ALTERED BY" FOLLOWED LiY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 10-9-15 100X CONSTRUCTION DOCUMENT'S MCJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE k. AND SITE IMPROVEMENTS SCHEDULES AND DETAILS L. K. McLEAN ASSOCIATES, P.C. coeas mm Qwim 4V sang C=W 0, KMMVM IM = 11719 Designed W. DS/JB scale: AS NOTED sliest No. SCHEDULES GAS-FIRED WATER HEATER DETAIL Drown BBrDS/JB Date: OCT. 2015 P5 SCALE N.T.S QSCAM KT.S. Approved W. KH/PJ File No. 13108.000 I I 2" FEBCO MODEL 12" MIN. LF850 DCV HANGER �I I c SPACING CLEAR. DEVICE. TEST COCKS MAX. HOR. MAX. VERT. UTILITY (TYP-4). PIPING MATERIAL SPACING SPACING INTERIOR ROOM (FT) (FT) I—BEAM OR BAR JOIST DIRECTION ABS PIPE 4 10 (b) (NP) z w U_ ALUMINUM TUBING 10 15 BEAM CLAMP, B—LINE, FIGURE B3033, MALLEABLE Z ' 10 IRON, SIZE PER MFR. o w wo BRASS PIPE 10 RECOMMENDATIONS. U CAST—IRON PIPE (a) 5 15 THREADED ROD SIZE TO PROVIDE LEAD FLASHING MATE W/BEAM CLAMP & SUPPORT WGT. OF PIPE, WITH 12" FLANGE, COPPER ORs �� MINIMUM 2-1/2 LBS �•�.�•�� •.:.`.•'.•`.� •�'•�..:•••: : ::,•• • COPPER—ALLOY PIPE 12 10 CONTENTS & HANGER (/8 CRIMP LEAD FLASHING FOR 3 PER SQUARE FOOT. & SMALLER PIPE; NEATLY DOWN INTO TOP � •` COPPER OR Y2" FOR 4" OR LARGER SET LEAD FLANGE IN OF VENT PIP ABOUT 1". •` COPPER—ALLOY TUBING 6 10 CLEWS STYLE PIPE COPPER OR 83100, SIZE PER PIPE & EDGES OF ROOFING BED OF MASTIC. MINIMUM 12" ABOVE ROOF. —Y4 (1 " & SMALLER) HANGER, B—LINE, FIGURE PROVIDE MASTIC AT I I TWO PLIES OF ROOFING SECTION FELTS AND MASTIC COPPER—ALLOY TUBING 10 10 LOAD. FELTS. i i OVER LEAD FLANGE. (142" & LARGER) GROUND TND WALL CROSS—LINKED 321f 10 (b) PIPE ROOF INSULATION GAS UNION 11 MIN 8 POLYETHYLENE (PEX) PIPE COCK TO APPLIANCE10� g ROOF DECK CROSS—LINKED POLYETHYLENE MIN 30" PROVIDE SLEEVE IF CLEARANCE / ALUMINUM / I I ANCHOR PIPE TO ROOF DECK OR Z CROSS—LINKED POLYETHYLENE 32" 4 REQUIRED BY TYPE OF JOISTS WITH U—BOLT AROUND PIPE PLUGGED 1/8" ALL TEST COCKS (SEE NOTE 2) WOOD RAFTER/BEAM (TYP). ROOF DECK. AND ANGLE IRON WELDED OR NPT TEST GAUGE TO FACE AWAY (PEX—AL—PEX) vz",_ MINIMUM 12" SCREWED TO DECK OR JOIST. tO CONNECTION FROM WALL. CPVC PIPE OR TUBING, 1" 3 10 (b) ANGLE CLIP, B—LINE, BELOW ROOF. HUBLESS PIPE CONNECTIONS UTILITY & SMALLER i i i i i i FIGURE B3060, MALLEABLE PROVIDE PIPE INCREASER ON CAST IRON PIPE. SEDIMENT TRAP INTERIOR ROOM SUPPORT DCV FROM IRON, SIZE PER MFR. WHERE REQUIRED TO MAKE * AS PER SECTION 408 & 409 OF THE NEW YORK STATE FUEL WALL W/KINDORF CPVC PIPE OR TUBING, 4 10 (b) RECOMMENDATIONS. MINIMUM 3" VENT THRU R GAS CODE STRUCTURE. 1—)/4" & LARGER = THREADED ROD SIZE TO REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE P LAN STEEL PIPE 12 15 = MATE P &W BEAM CLAMP VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET SUPPORT WGT. OF PIPE, HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING NOTES: LEAD PIPE CONT. 4 CONTENTS & HANGER (3/8" OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. FOR 3" & SMALLER PIPE; SURFACE. PROVIDE Y2" FIBERGLASS INSULATION WITH ALL—SERVICE 2. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING PB PIPE OR TUBING 32" 4 = y2" FOR 4" OR LARGER JACKET ON VENT PIPE INSIDE BUILDING, WITHIN TEN FEET OF VENT (30 MIN. CLEARANCE). POLYETHYLENE = PIPE). THRU ROOF LOCATION. AT CONTRACTOR'S OPTION, HE/SHE MAY 3. ALL CONNECTIONS, TEE'S, HOSE BIBBS, IRRIGATION, ETC. ALUMINUM / = USE A NEOPRENE OR FLEXIBLE PVC COUPLING CLAMPED TO SHALL BE INSTALLED AFTER (DOWNSTREAM) OF DEVICE. POLYETHYLENE 32 4 = FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. 4. PROPER MAINTENANCE MUST BE PERFORMED. 5. DEVICE MUST HAVE USC FOUNDATION FOR CROSS CONNECTION PE—AL—PE PIPE CLEVIS STYLE PIPE CONTROL APPROVAL. PVC PIPE 4 10 (b) - HANGER, B—LINE, FIGURE DOH B3100, SIZE PER PIPE & * AS PER SECTION 904 OF THE NEW YORK STATE PLUMBING CODE 6. DEVICE CAN BE INSTALLED VERTICALLY IF ON NYS APPROVED LIST FOR VERTICAL INSTALLATION. STAINLESS STEEL 10 10 (b) ' LOAD. DRAINAGE SYSTEMS 7. DEVICE MUST BE ADEQUATELY SUPPORTED TO PR EVENT LATERAL MOVEMENT. DEVICES 2" AND LARGER SHALL BE a THE MAXIMUM HORIZONTAL SPACING OF SUPPORTED TO THE FLOOR. 8. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM CAST—IRON PIPE HANGERS SHALL BE INCREASED TO 10 FEET WHERE 10—FOOT PIPE 9. OF THE DOMESTIC WATER ASSEMBLY. LENGTHS OF PIPE ARE INSTALLED. ADEQUATE LIGHTING SHALL BE PROVIDED. 10. DEVICE MAY NOT BE INSTALLED HIGHER THAN 5'-0" ABOVE THE FLOOR OR A FIXED PLATFORM IS REQUIRED. b MIDSTORY GUIDE FOR SIZES 2" & SMALLER. * 11. WHERE THE DISTANCE BETWEEN THE WATER METER THE AS PER SECTION 308.5 OF THE PLUMBING CODE OF NEW YORK STATE. DEVICE IS GREATER THAN 10' ALL EXPOSED PIPING MUST BE ** AS PER SECTIONS 407 & 415.1 OF THE FUEL GAS CODE OF NEW YORK STATE. LABELED EVERY 5' DISPLAYING THE WORDS "FEED TO BACKFLOW PREVENTER DO NOT TAP" ( 1 SUSPENDED PLUMBING PIPING SUPPORT DETAIL 2 VENT THRU ROOF (VTR) DETAIL 3 GAS EQUIPMENT TIE IN DETAIL 4 DCV DETAIL AND NOTES SC.AM N.T.& SCALE N.T.S. SCALE N.T.& SCALA KTrS► d ELASTOMERIC SEAL ELEMENT a ELASTOMERIC SEAL ELEMENT •a e 41 G BOLT a,'. BOLT PRESSURE PLATEPRESSURE PLATE LAVATORY OR SINK (TYP). CORE DRILLED HOLE STEEL WALL SLEEVE IT I�SQA VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. PRIME—EZE WATER SAVER TRAP PRIMER, LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 JAY R. SMITH, FIGURE NO. 2698. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. ESCUTCHEON PLATE (BOTH ESCUTCHEON PLATE (BOTH WALL ESCUTCHEON. IF AN REM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SIDES OF OPENING) SIDES OF OPENING) SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www.jhepc.com Y2" PIPING IN WALL & SIGNATURE AND THE DATE OATION IALTERED BY- F SUCH ALBY TERATION WALL FLOOR. JHE PROJECT NO. 14-1825 �,� WALL •v • 'A as ` �• v .v a'a: .• av,• AND A SPECIFIC DESCRIPTION OF THE ALTERATION. n ANCHOR COLLAR / 2" 10-9-15 10096 CONSTRUCTION DOCUMENTS MCJ WATER STOP/CONTINUOUSLY WELDED ON BOTH SIDES FLOOR DRAIN, W/ TRAP DATE DESCRIPTION APPROV. BY POURED-IN PLACE OPENING (SEE CONSTR. PLAN FOR REVISIONS CORE—DRILLED OPENING POURS LOCATION). TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK NOTES: 1BASED ON LINK SEAL, MODEL LS. * AS PER SECTION 1002.4 — 'TRAP SEALS OF THE NEW YORK STATE h _ � " HIGHWAY MAINTENANCE GARAGE 2. SLEEVE SHALL BE 2 PIPE SIZES LARGER THAN THE PIPE PASSING THROUGH THE WALL. PLUMBING CODE. 111 AND SITE IMPROVEMENTS 3. PIPE SLEEVES ARE IN ACCORDANCE WITH SECTION 305.4 & 305.5 OF THE NEW YORK STATE PLUMBING CODE. DETAILS L. K. McLEAN ASSOCIATES, P.C. case mw meiwa 4V WIM MWIN V, MolaAVM WT YORK 11719 Designed By: DS/JB Scale: AS NOTED Shoat No. Appy By: KH/PJ Fil 5( SCALE I(TA PIPE SLEEVE THRU EXTERIOR WALL DETAIL 6 FLOOR DRAIN TRAP PRIMER DETAIL, Drawn Br DS/JB Dae tNo. 13108.000 e: OCT. 2015 SCALE KT.� P6 ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND ELECTRICAL ABBREVIATIONS 1. SCOPE: FURNISH LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AS NOTES: A AMPERES SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. OUTLINE DESCRIPTION AND DIAGRAMMATIC REPRESENTATION OF SYSTEM 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. FBO FURNISHED BY OTHERS MOT MOTOR OPERATION AND EQUIPMENT DOES NOT LIMIT CONTRACTOR LIABILITY FOR FURNISHING AND INSTALLING COMPLETE AND OPERABLE 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. AC AIR CONDITIONING UNIT SYSTEMS. 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. FDR FEEDER MTD MOUNTED 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. ACC AIR COOLED CONDENSING UNIT MTG MOUNTING 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF THE NATIONAL ELECTRICAL CODE, PSEGLI RED BOOK AND ANY APP1 LICABLE DEMOLITION TO INCLUDE ALL CONDUIT, WIRE, DEVICES, SUPPI ORTS, FF FINISHED FLOOR LOCAL CODES. HANGERS, BASES, ETC. BACK TO SOURCE. AHU AIR HANDLING UNIT N NEUTRAL 3. THE MINIMUM SIZE WIRE SHALL BE MC CABLE WITH #12 THHN COPP1 ER. AFF ABOVE FINISHED FLOOR FIXT FIXTURE NC NORMALLY CLOSED 4. PROVIDE TYPE WRITTEN POWER PANEL DIRECTORIES IDENTIFYING ALL CIRCUITS. PI-2,4 HOME RUN TO PANEL P1, CIRCUITS 2 & 4. AIC AMPERE INTERRUPTING CAPACITY FL FLOOR NIC NOT IN CONTRACT FLA FULL LOAD AMPERES 5. ALL FIRE-RATED WALL PENETRATIONS MUST BE FIRE STOPP1 ED, INCLUDING ANY PIPING, CONDUIT, CABLE TRAYS, ETC. ARF ABOVE RAISED FLOOR FLUOR FLUORESCENT NO NORMALLY OPEN 6. PROVIDE ALL REQUIRED PULL BOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY PANELBOARD- REFER TO SCHEDULE FOR DETAILS AWG AMERICAN WIRE GAUGE NTS NOT TO SCALEGC GENERAL CONTRACTOR OC ON CENTER SUPP1ORTED. BHP BRAKE HORSEPOWER JO JUNCTION BOX; SIZED PER CODE 7. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. BLDG BUILDING G GROUND P POLE WIRING IN CONDUIT 8. BALANCE PANELBOARD LOADS EQUALLY OVER THREE (3) PHASES. C CONDUIT GFI GROUND FAULT INTERRUPTING PB PULL BOX 9. UNLESS NOTED OTHERWISE, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURES AND ALL EQUIPMENT INSTALLED CONDUIT TURNED UP CAB CABINET HC HUNG CEILING PHASE OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. HH HANDHOLE 10. PROVIDE FLEXIBLE CONDUIT CONNECTION AT ALL EQUIPMENT SUBJECT TO VIBRATION. CONDUIT TURNED DOWN CB CIRCUIT BREAKER HP HORSEPOWER PNL PANEL CKT CIRCUIT PWR POWER 20A, 120/277V (HUBBELL HBL1221 BK) HR HOUR 11. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED WITH SINGLE POLE SWITCH, CLG CEILING PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. RECEIPT RECEPTACLE 12. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH TRADES, CUT/PATCH/REPAIR ALL WALL, FLOOR AND CEILING 2 DOUBLE POLE SWITCH, 20A, 120/277V (HUBBELL HBL1222BK) CLOS CLOSET HT HEIGHT REFRIG REFRIGERATOR HZ HERTZ PENETRATIONS AS NEEDED, TO MATCH. COMM COMMUNICATION RLA RATED LOAD AMPERES 3 THREE WAY SWITCH, 20A, 120/277V (HUBBELL HBL1223BK) INCAND INCANDESCENT 13. THE TERMS "PROVIDE" AND "FURNISH AND INSTALL" SHALL BE USED INTERCHANGEABLY TO INDICATE THAT THE CONTRACTOR SHALL CONT CONTINUATION RM ROOM FURNISH AND INSTALL DEVICE ITEM. $ 4 FOUR WAY SWITCH, 20A„ J JUNCTION BOX 120/277V (HUBBELL HBL1224BK) CORR CORRIDOR SD SMOKE DETECTOR 14. THE CONTRACTOR SHALL TEST OUT" EXISTING PANELS DESIGNATED FOR USE AND VERIFY POWER AVAILABILITY FROM THESE PANELS. IF � P SINGLE POLE SWITCH WITH PILOT LIGHT, 20A, 120/277V CT CURRENT TRANSFORMER JB JUNCTION BOX SPEC SPECIFICATION POWER IS NOT AVAILABLE, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF THE CLOSEST PANEL WHICH IS KCMIL THOUSAND CIRCULAR MILS AVAILABLE AND HAS THE NECESSARY POWER. (HUBBELL HBL1221 PL) CU COPP1 ER SPKLR SPRINKLER 15. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE STAINLESS STEEL FACEPLATES FOR ALL LIGHT SWITCHES AND $ M MOTION ACTIVATED SWITCH, 20A, 120/277V DG DIESEL GENERATOR KVA KILOVOLT AMPERE SS STAINLESS STEEL RECEPTACLES. KW KILOWATT 2-5/8" DEEP METALLIC WEATHERPROOF OUTLET BOX DISC DISCONNECT SW SWITCH 16. ALL EXISTING LIGHTING NOT SHOWN IS TO REMAIN. MAINTAIN CONTINUITY OF ALL REMAINING LIGHTING CIRCUITS WHERE AFFECTED BY $ WP (CROUSE-HINDS TP7078) WITH SINGLE POLE SWITCH, 20A, 120V KWH KILOWATT HOUR THESE ALTERNATIONS. DN DOWN AND WEATHERPROOF UL LISTED STAMPED ALUMINUM GASKETED SWGR SWITCHGEAR 17. THE CONTRACTOR SHALL PROVIDE LAMPS AND MOUNTING HARDWARE FOR ALL NEW LIGHT FIXTURES. LF LINEAR FEET TOGGLE SWITCH COVER (CROUSE-HINDS TP7260) DWG DRAWING TEL TELEPHONE 2-5/8" DEEP METALLIC WEATHERPROOF OUTLET BOX (CROUSE-HINDS EC ELECTRICAL CONTRACTOR LRA LOCKED ROTOR AMPERES 18. THE CONTRACTOR SHALL PROVIDE A CERTIFICATE OF ELECTRICAL INSPECTION FOR THE WORK FROM THE LOCAL INSPECTION AGENCY AND $ 3-WP TP7078) WITH THREE WAY SWITCH, 20A, 120/277V (HUBBELL TRANS TRANSFORMER PAY ALL ASSOCIATED FILING FEES. LTG LIGHTING HBL1223BK) AND ONE GANG EXTENDED WEATHERPROOF UL LISTED EL ELEVATION TYP TYPICAL STAMPED ALUMINUM GASKETED TOGGLE SWITCH COVER SUITABLE FOR MAX MAXIMUM 19. E.C. SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED. USE WITH STANDARD SWITCHES (CROUSE-HINDS TP7280) ELECT ELECTRICAL UH UNIT HEATER 20. COORDINATE UNDERGROUND CIRCUIT INSTALLATION WITH OTHER EXISTING AND PROPOSED UNDERGROUND UTILITIES. ENGAGE THE SERVICES (� DUPLEX CONVENIENCE RECEPTACLE- 120V, 20A, NEMA 5-20R (HUBBELL ELEV ELEVATOR MC MECHANICAL CONTRACTOR UON UNLESS OTHERWISE NOTED OF A UTILITY LOCATING FIRM PRIOR TO EXCAVATION. 'tt' HBL5362). MCB MAIN CIRCUIT BREAKER DUPLEX GROUND FAULT CURRENT INTERRUPTER (GFCI) RECEPTACLE- EMERG EMERGENCY UPS UNINTERRUPTIBLE POWER SUPP1 LY 21. CABLE AND CONDUIT SIZES ARE BASED ON ALUMINUM CONDUCTORS FOR 100AMPS AND GREATER AND COPP1 ER FOR UNDER 100 AMPS MCC MOTOR CONTROL CENTER � UNLESS SPECIFICALLY NOTED OTHERWISE. 120V, 20A, NEMA 5-20R (HUBBELL GF5362A). "WP" INDICATES INSTALL EP ELECTRICAL PANEL V VOLT OR VOLTAGE WP RECEPTACLE INSIDE 2-5/8" DEEP METALLIC WEATHERPROOF OUTLET BOX MER MECHANICAL EQUIPMENT ROOM 22. VOLTAGE DROP CALCULATIONS ARE BASED ON CIRCUIT LOADING AND DISTANCES GENERALLY AS CIRCUITED ON PLAN. IF ALTERNATE (CROUSE-HINDS TP7078) WITH HORIZONTAL GFCI WEATHERPROOF EQ EQUAL W WATT CONDUIT ROUTING, CIRCUIT LOADING, OR CONDUCTOR MATERIAL IS PROVIDED, VERIFY VOLTAGE DROP. SELF-CLOSING COVER (CROUSE-HINDS TP7236) MFS MAIN FUSED SWITCH dTh EQPT EQUIPMENT W/ WITH 23. UNLESS OTHERWISE NOTED, CIRCUITS HAVE NOT BEEN DERATED FOR CONDUCTOR BUNDLING, NOR HAVE CONDUITS BEEN SIZED FOR DOUBLE DUPLEX RECEPTACLE- 120V, 20A, NEMA 5-20R (QUAD) NUMBER MH MANHOLE 2 INDICATES CIRCUIT EXIST EXISTING MULTIPLE CIRCUITS. IF MULTIPLE CIRCUITS ARE INSTALLED IN A SINGLE RACEWAY, DERATE CONDUCTOR AMPACITY PER NEC, AND PROVIDE W/0 WITHOUTMIN MINIMUM APP1 ROPRIATE SIZE CONDUIT. ® SPECIAL PURPOSE RECEPTACLE- REFER TO DRAWINGS EXH EXHAUST WP WEATHERPROOF 24. PERMITS: INCLUDE IN THE BID PRICE THE PAYMENT OF NECESSARY PERMITS. FURNISH THE OWNER PRIOR TO THE FINAL PAYMENT A OVERHEAD REEL WITH DUPLEX CONVENIENCE RECEPTACLE- 120V, 15A, FA FIRE ALARM MLO MAIN LUGS ONLY XP EXPLOSION PROOF CERTIFICATE FROM THE ELECTRICAL INSPECTION DEPARTMENT HAVING JURISDICTION CERTIFYING THAT THE ELECTRICAL WORK MEETS THE REQUIREMENTS OF THE LOCAL INSPECTION AUTHORITIES AND/OR THE NATIONAL BOARD OF FIRE UNDERWRITERS. OH NEMA 5-15R (HUBBELL HBL45123C). FAAP FIRE ALARM ANNUNCIATOR PANEL 25. SCHEDULING: COORDINATE WITH THE OWNER FOR SCHEDULING OF WORK. 0 DATA OUTLET BOX WITH TWO (2) ETHERNET JACKS AND 3/4" CONDUIT FACP FIRE ALARM CONTROL PANEL UP TO NEARBY ACCESSIBLE CEILING SPACE - M.H.= 18" A.F.F. RUN 26. WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. CONDUIT TO THE UTILITY ROOM IN AREAS WITH NO ACCESSIBLE CEILING SPACE. FURNISH AND INSTALL CAT 6 CABLE FROM EACH JACK AND 27. KEEP THE WORK SITE AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH GENERATED BY WORK PROVIDE A PLUG AT THE OTHER END OF CABLE. TEST ALL LINES AND FIRE ALARM LEGEND FROM THIS CONTRACT. PROPERLY AND LEGALLY DISPOSE OF MATERIALS. LABEL END OF LINE IN THE UTILITY ROOM. COORDINATE EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. 28. SAFETY: JOB SITE SAFETY SHALL BE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. HEAVY DUTY UNFUSED DISCONNECT SWITCH OS SMOKE DETECTOR. Q HEAT DETECTOR. 29. GROUNDING: SYSTEMS SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL �60 60 INDICATES AMPERE RATING, WP SPEAKER STROBE. 'WP' F MANUAL PULL STATION. CODE, LOCAL CODES, THE UTILITY, AND SPECIAL SYSTEMS AND EQUIPMENT AS REQUIRED. 3 POLE UNLESS NOTED OTHERWISE / ❑ HEAVY DUTY FUSED DISCONNECT SWITCH INDICATES WEATHERPROOF DEVICE. DD ADDRESSABLE DUCT DETECTOR. 30. VISIT THE SITE AND CAREFULLY EXAMINE EXISTING CONDITIONS THAT MAY AFFECT THE BID. ZP 60/40 INDICATES 60A SWITCH, 40A FUSES, OS STROBE ONLY. 60/40 31 . PROVIDE SUBMITTALS (SHOP DRAWINGS) FOR REVIEW FOR NEW MATERIALS AND EQUIPMENT. PRIOR TO SUBMITTING, REVIEW SUBMITTALS 3 POLE UNLESS NOTED OTHERWISE FRCP FIRE ALARM CONTROL PANEL FSR FAN SHUTDOWN RELAY. FOR COMPLIANCE WITH CONTRACT DOCUMENTS, CONFLICTS WITH OTHER TRADES, AND CONSTRUCTABILITY. IDENTIFY ANY DEVIATIONS IN ® MAGNETIC MOTOR STARTER SIZED AS REQUIRED. NEMA SIZE 1 MINIMUM SUBMITTALS FROM CONTRACT DOCUMENTS. ENGINEER'S REVIEW OF SUBMITTALS DOES NOT INCLUDE REVIEW OF DIMENSIONS, DETAILS, OR Jacobsen & Horan En ineerin P.C. QUANTITIES. REVIEW DOES NOT WAIVE ANY REQUIREMENTS OF CONTRACT DOCUMENTS, INCLUDING REQUIREMENT TO PROVIDE A COMPLETE GROUNDING GENERAL NOTES R IS VIOLATION OF NEW YORK STATE EDUCATIONg g, AND FUNCTIONAL SYSTEM. COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SIZED AS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 REQUIRED. NEMA SIZE 1 MINIMUM DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 32. WHEN MOUNTING ELECTRICAL WORK IN AREAS SUBJECT TO PEDESTRIAN TRAFFIC, MAINTAIN REQUIRED HEADROOM CLEARANCES. TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE MOST IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 MOTOR, NUMERAL INDICATES HORSEPOWER- SUPP1 LIED AND INSTALLED BY RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, PSEGLI RED SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE 33. ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE UL LISTED AND SHALL CONFORM TO FACTORY MUTUAL STANDARDS AS APP1 LICABLE. 1/4 OTHERS AND WIRED BY THE ELECTRICAL CONTRACTOR BOOK AND ALL APP1 www. hec com LICABLE LOCAL CODES. NOTATION "ALTERED BY" FOLLOWED BY HIS/HER P 34. ELECTRICAL WORK SHALL BE CONCEALED IN FINISHED AREAS SHOWN ON THE ARCHITECTURAL DRAWINGS. © CEILING MOUNTED OCCUPANCY SENSOR. SENSOR SWITCH CM PDT 9 OR 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 EQUAL. INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC 35. ELECTRICAL SERVICE PROVISIONS: PROVIDE COORDINATION AND SCHEDULING WITH THE UTILITY AS REQUIRED FOR ELECTRICAL SERVICE CONDITIONS. ALTERATIONS. PROVIDE EQUIPMENT, MATERIALS AND WORK AS REQUIRED BY THE UTILITY FOR COMPLETE AND FUNCTIONAL ELECTRICAL O CORNER WALL MOUNTED OCCUPANCY SENSOR. SENSOR SWITCH WV PDT 16 ALL GROUND CONNECTIONS SHALL BE TO CLEANED & BRIGHTENED 10-9-15 TOOK CONSTRUCTION DOCUMENTS MCJ SERVICES. COSTS ASSOCIATED WITH THE PROVISION OF THE SERVICES ARE TO BE INCLUDED IN THE CONTRACTOR'S BID PRICE. OR EQUAL. 3. METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND 36. EQUIPMENT LOCATIONS: REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LIGHT FIXTURE LOCATIONS AND THE MECHANICAL CO CARBON MONOXIDE CONTROLLER / SENSOR LOCATION. REFER TO CONNECTIONS. DATE DESCRIPTION APPROV. BY DRAWINGS FOR EXACT MECHANICAL EQUIPMENT LOCATIONS. LOCATIONS OF ELECTRICAL EQUIPMENT AND CONDUIT ARE SHOWN MECHANICAL PLANS FOR MORE INFORMATION. REVISIONS 4. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT DIAGRAMMATICALLY. DETERMINE EXACT LOCATIONS IN FIELD. EACH END. TOWN OF SOU . HOLD 37. GUARANTEE. THE ENTIRE ELECTRICAL INSTALLATION, MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR 5. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A SUFFOLK COUNTY, NEW YORK FROM THE DATE OF SUBSTANTIAL COMPLETION. BUILDING DEPARTMENT NOTES' MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 a a ^, AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". HIGHWAY MAINTENANCE GARAGE 38. CONDUIT, FITTINGS, AND JUNCTION BOXES SHALL BE SUITABLE FOR THE AREA CLASSIFICATION IN WHICH THEY ARE TO BE INSTALLED. AND SITE IMPROVEMENTS 1) THE ELECTRICAL SYSTEM HAS BEEN DESIGNED IN FULL COMPLIANCE WITH THE BUILDING 6. GROUND THE ELECTRIC SERVICE IN ACCORDANCE WITH ARTICLE 250 E 39. ROOF PENETRATIONS,, MINIMIZE THE NUMBER AND SIZE OF ROOF PENETRATIONS, GROUPING MULTIPLE CONDUITS IN THE SAME CODE OF NEW YORK STATE AND THE NATIONAL ELECTRICAL CODE, NFPA 70. OF THE NATIONAL ELECTRICAL CODE AND PSEGLI'S SPECIFICATIONS PENETRATION WHEN POSSIBLE. WHEN APP1LICABLE, COORDINATE WITH ORIGINAL ROOFING MEMBRANE MANUFACTURER IN ORDER TO AND REQUIREMENTS FOR ELECTRIC INSTALLATIONS (RED BOOK). ELECTRICAL COVER SHEET MAINTAIN ROOF WARRANTY. SEAL AROUND ROOF PENETRATIONS WITH A LISTED SEALING COMPOUND. PROVIDE RUBBER BOOT, FLASHING, 2) THE BUILDING SHALL BE PROTECTED BY A FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM AT A MINIMUM, THE FOLLOWING GROUNDING ELECTRODES SHALL BE CAULKING, AND OTHER ITEMS AS REQUIRED FOR A WEATHERTIGHT INSTALLATION. PRIOR TO PENETRATING ROOF, USE NON-DESTRUCTIVE WILL CONSIST OF INITIATING DEVICES, NOTIFICATION DEVICES AND FIRE ALARM SHUTDOWN BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM: MEANS TO LOCATE REINFORCING STEEL OR TENDONS WITHIN THE PROPOSED AREA OF PENETRATION IF APP1 LICABLE. WHEN PENETRATING FOR EXHAUST FANS CAMBRIDGE UNIT AS INDICATED ON PLAN. THE FIRE ALARM DESIGN METAL UNDERGROUND WATER PIPE METAL FRAME OF BUILDING AND ROOF, DO NOT CUT, BURN OR DAMAGE EXISTING REINFORCING STEEL OR TENDONS UNLESS APP1 ROVED BY A STRUCTURAL ENGINEER. AND FILING WITH THE AUTHORITY HAVING JURISDICTION SHALL BE BY AN APP1 ROVED FIRE TWO 3/4" DIA. X 10'-0" LONG SOLID COPP1 ER GROUND RODS. ` . K. CLEAN ASSOCIATES, P.C. CONDUIT ROOF PENETRATIONS SHALL BE INCLUDED IN CONTRACTOR'S GUARANTEE OF WORK. ALARM VENDOR. cONSULTNO EHMNEEM 437 SWM COSXW RD, MOUMVEN, IEIM TM 11719 Designed By: DS/JB scale: AS NOTED Shed No. Drawn W. DS/JB Date: OCT. 2015 EO awPro w W. KH/PJ Fie No. 13108.000 CONSTRUCTION KEY NOTES X 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR DETAILS AND CIRCUITRY INFORMATION. (TYP.) 2. WELDING EQUIPMENT POINT OF CONNECTION. NEMA 6-50R RECEPTACLE. CONFIRM PLUG TYPE, RATING, WIRE SIZE, BREAKER SIZE ETC WITH TOWN PRIOR TO INSTALLATION. PROVIDE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED. 3. CIRCUIT MOTORIZED DOOR VIA HEAVY DUTY 240V, 30AMP NFDS IN NEMA 1 ENCLOSURE. COORDINATE EXACT REQUIREMENTS WITH DOOR MANUFACTURER AND MAKE ALL FINAL CONNECTIONS AS REQUIRED. (TYP.) 4. PROVIDE 20 AMP SERVICE FOR VACUUM STATION. COORDINATE RECEPTACLE / HARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 5. PROVIDE PLUG AND RECEPTACLE FOR 4-POST ELECTRIC VEHICLE LIFTS. 60 AMP SERVICE TO A MELTRIC DS100 RECEPTACLE AND MATCHING PLUG WIRED TO WHIP AT ODD NUMBERED LIFT PEDESTALS. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. 6. PROVIDE PLUG AND RECEPTACLE FOR 6-POST ELECTRIC VEHICLE LIFTS. 100 AMP SERVICE TO A MELTRIC DS100 RECEPTACLE AND MATCHING PLUG WIRED TO WHIP AT ODD NUMBERED LIFT PEDESTALS. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. 7. COMBINATION MOTOR STARTER / DISCONNECT FOR FAN. INSTALL MOTOR STARTER AT SPACE ENTRY FOR SYSTEMS CONNECTED TO THE CO DETECTION SYSTEM. 8. 1" SCHEDULE 40 PVC CONDUIT WITH PULLSTRING FOR FUTURE FIBER OPTIC CABLE FROM SERVER IN MAIN BUILDING. COORDINATION ORIGIN AND TERMINATION LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO INSTALLATION. 9. PO ETHERNET SWITCH BY OTHERS. 1 1 1 HP-2 WP O c? Q 1 .__.. _ __ _ __.......rVii _ FS F PP2-14,16,18 H-3PP1-20 5EF-6 ....____...._ ___...___.._ EF-7 H P 1-59 BREAK ROOM � FLUID STORAGE AREA ! IV-3 0 WZ FLOOR CONTAINMENT i PP -29 FCU-2 1 i i ------------ --_ .t ! I s PP2-8 10 12 P2 PP1_ 1! ` ! PARTS STORAGE ( O ' I I - PP1-17 ; 4 J - - �j PPL-7 1 _.__.._.._.._......._._..._..--_._._._. — _...._.. - .................._........ ... EF-3 1 ! S JFSR 75AW1 i ----- : EF-2 1 FSR PP1-9 i OH �_ 30 \\ �! \....,_ t.' PP2-7,9,11 EF-1 1: S PP1-11 l S O f PP2-20,22,24 PP2-26,28,30 - 15 I _ PP2-1 UH-2 =' PP2-13,15,17 TX-1 ! i 7 OH 0 _ i PP1-24 1CO - STORAGE I � S COP PP1-70,72 PP2-2 PP2-3 15 CO - --- ._......_._....- _.....::._... 0 2 j PP1-57 TX-2 } I, � o 0 IV-1 j 2 �...�.... PP1-1 110 PP1-26' MAINTENANCE SHOP S SEN TX-3 PP1-69,71 FF EL 0�-0" 6 1 00A MAI N •. � Ii WELDING ! , SERVICE PP1-1 1 i� Jacobsen & Horan Engineering, P.C. EH-1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION ENTRANCE EF-4 LAW FOR AW UNLESS ACTING THE 1 j DISCONNECT O WH- l... ------------- 0 DIRECTION OF A�ENSED PROFESSIONAL ENGINEER 990 South 2nd St. Suite 2 [� ❑ - -- Ronkonkoma, NY IV-2 PP1 PP2 PP1-33 DRAWING 11779 . .. I � -_u IFOAN ITEM IS ALTERED, THE ALTERING I ENGINEER O: (631) 580-6100 F: (631) 580-6101 WOH-1 WOH-2 5 PP1-42,44,46 �: i SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE S t:_ " www.jhepc.com M❑-�-r' 75 9 NOTATION ALTERED BY" FOLLOWED BY HIS/HER 15 SIGNATURE AND THE DATE OF SUCH ALTERATION PP1-37,39,41 ® ® PP2-6 -:: __..._._.- ...__._.._.__. AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 0 I , -----_._..... _____ ._... .---- -- 3 PP1-27 -------i30 Q i.____________________._.i _.____...._______ r-_-____ ! PP1-28: 8 � i i ! 7 i OH S _; ! PP2-32,34,36 OH PP2-4 ' OH ! PP2-5 PP1-3 ;� 10-9-15 100% CONSTRUCTION DOCUMENTS MCj PP -19,21,23 ! � i � ' PP1-1 OFFICE 2 {I i I _L i i! DATE BY DESCRIPTION APPROV. BY -37,39,4�1!PPn_31,33,35 PP2 OFFICE 1O © ii E REVISIONS i, , PP1—35 PP1-5 PP2-25,27,29 . TOWN SOUTHO D 1PP1-21 PP1-60SUFFOLK COUNTY, PP1-31 i PP1 19 � c� PP1-23 ` PP1-25 _ I n �..: - L=am _....._....._........_ ......._ _____- F '_ - :- -----, - -- - " HIGHWAY MAINTENANCE GARAGE F _. _.:._...:....:...___: _..................._.... _ ❑. -.._....._..._..__..._...._.............. - .... _... _ ---._....._.... - _. AND SITE IMPROVEMENTS o I / p O V IP 0 O WIP �r WP WP FRCP HP-1 4 FIRST FLOOR PLAN - POWER L. K. McLEAN ASSOCIATES, P.C. CONSUMIM Elii11NMM 137 WM ODllld N FM, MMMVM NEW YORK 11719 o' 4' 8' 16' Designed BY' DS/JB Scale: AS NOTED Sheet No. 1 1ST FLOOD POWER PLAN, Drown By: DS/JB Dc": OCT. 2015 El SCALA Vw-f-o' 1/8" - 1'-0" Approved Br: KH/PJ Fil® No. 13105.000 CONSTRUCTION KEY NOTES X 1. FEED ALL EM FIXTURES AND EXIT SIGNS VIA UN—SWITCHED HOT CONDUCTOR ON THE LOCAL LIGHTING CIRCUIT (NOT SHOWN FOR CLARITY). (TYP.) 2. EXTERIOR BUILDING MOUNTING LIGHTING. COORDINATE FINAL MOUNTING LOCATION WITH ARCHITECT PRIOR TO ROUGH—IN. CIRCUIT VIA BLUE BOX CONTROL PANEL FOR PHOTOCELL ON / TIMECLOCK OFF OPERATION. (TYP.) FURNISH AND INSTALL EXTERIOR PHOTOCELL FACING THE NORTHERN SKY AND WIRE TO LCP USING MANUFACTURERS RECOMMENDED CABLE RUN IN 3/4" CONDUIT. 3. FURNISH AND INSTALL LIGHTING CONTROL PANEL, BLUE BOX LT, ENCLOSURE MODEL NO. GR1416 ENC SM NE1 AND INTERIOR MODEL NO. GR1416 INT 16NCL DTCMOD DV. C r ! _... . ------ ----_ _ _ .... N.......... _.1= ._.. ! EM HYDRAUILIC ROOM BREAK ROOM M EM ' Z12 C i ! N�':: 1 q Z12 j Z12 12 ! 12 12 Z12 Z12 Z12 I i I I :FLUID STORAGE AREA :I PARTS STORAGE PP1-6 A A ! Z 12 �f FLOOR CONTAINMENT 12 EM -- Z12 i E EM Z18 ; L_._____ Z12 i A Ar z 1 EM Z12 EM C C....x_.,. Z18 12 1 12 I Z12 ��A_ _....................... ! - F A 12 12 12 12 1 _ Z12 I 18 Z18 - - -- - .� I E 5 i ! STORAGE L--------- -------q o EM 4 PP1-18 C MEN I EM } �. ...1 .i ---- ---- - Z12 - - o Z12 12 12 12 12 A A 18 18 I Z12 ! WMNINGJacobsen & Horan Engineering P.C. WELDING MAINTENANCE SHOP �� I i j IT IS A VIOLATION OF NEW YORK STATE EDUCATION ' I FF EL 0'-0" W i....____.._......._..........._......... LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 r DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PP, PP2 M Ronkonkoma NY 11779 Z 12 1 Tn ALTER AN ITEM ON THIS DRAWING IN ANY WAY. I Z12 .= _. ------ EM _ .=_� ! IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 Z 18 3 A == M Z 12 C SHAT AFFIX TO THE ITEM HIS/HER SEAL AND THE 12 12 12 Z 12 www.jhepc.com NOTATION ALTERED BY FOLLOWED BY HIS/HER 18 Z 1 ; ! SIGNATURE AND THE DATE OF SUCH ALTERATION j EM ! PP1-14 { ENT; ------------------I AND A SPECIFIC DESCRIPTION OF THE ALTERATION. . . . - ..._.. - .. JHE PROJECT NO. 14-1825 i - - r PP1-1 M ---------------- -- _.__--------- ..........._._...._----.- --- I � 10-9-15 10096 CONSTRUCTION DOCUMENTS MCJ PP1-10 g E B B.y DATE BY DESCRIPTION APPROV. BY Z18 Z18 Z1 lzi z1 ZI!1 F` I. OFFICE 1 {I OFFICE 2 ! PP1-8 ; REVISIONS T1pCC TOWN OF SOUTHOLD I i I I I. Z12 L J1L]i.�i----_ -----ice r. PP1-2 ! ! � PP1 ' ! ! ' � .j PP1-16 I ; t; � EM d h EM C ! ti SUFFOLK COUNTY, NEW YORK ! N ! Z12 i ! , - -- .._...-----._._....----..a HIGHWAY MAINTENANCE GARAGE C% 2 AND SITE IMPROVEMENTS FIRST FLOOR PLAN - LIGHTING L. K. McLEAN ASSOCIATE- , P.C. COMSULTIMO EIal1n= 49 SO!M M WW VD, ,AVEM. MV YAC 11718 of 4 s ,6 oealgned BY: DS/JB scal®: AS NOTED sheet No. 1 1ST FLOOR LIGHTING PLANDrawn BY DS/JB Dom: OCT. 2015 . Approved er: KH/PJ Fne No. 13108.000 E2 p CONSTRUCTION KEY NOTES X 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR DETAILS AND CIRCUITRY INFORMATION. (TYP.) 2. PROVIDE 15 AMP SERVICE FOR REFRIGERATED AIR DRYER. COORDINATE RECEPTACLE / HARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 3. PROVIDE 15 AMP SERVICE FOR ELECTRONIC DRAIN VALVE. COORDINATE RECEPTACLE / HARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 4. FEED ALL EM FIXTURES AND EXIT SIGNS VIA UN—SWITCHED HOT CONDUCTOR ON THE LOCAL LIGHTING CIRCUIT (NOT SHOWN FOR CLARITY). (TYP.) PP1-45,47,49 3 COMPRESSOR7A 2 EF-564/ 1 75/s\ EM EM PP1-62 PP1-64,66,68 q DAIR DRYER PP1-61 W W W W W UH-1 W W 1 FSR W MEZZANINE 75 W EM W W W W IT ISS IN OLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 19779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE REM HIS/HER SEAL AND THE 'he c c W NOTATION "ALTERED BY www.FOLLOWED BY HIS/HER l p . om SIGNATURE AND THE DATE OF SUCH ALTERATION PP1-67 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 W EM W 10-9-15 10096 CONSTRUCTION DOCUMENTS MCi DATE BY DESCRIPTION APPROV. BY 75 REVISIONS s TOWN OF SOUTHOLD SUFFOLK COUNTY, NEIN YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS MEZZANINE PLAN - LTG & PWR L. K. McLEAN ASSOCIATES, P.C. oohs mm Ions sous" coarl nr F0., MMMVM NEW YORK 11719 DSCALE:MEZZANINE LTG & PWR PLAN 4p 81 16' Designed By: DS/JB Scale: AS NOTED Shut No. 1/8" - 1'-0" Approved Drown Br. DS/JB Date: OCT. 2015 E3 W KH/PJ File No. 13108.000 f. -7 RED LINE WHITE(NEUTRAL) POWER PACK LIGHTING I`6—DWHITE J LOAD OT BLACK All RED(LOAD) Y WALL Lij D SWITCH In g m m CONTROL OUTPUT 24VDC (YEL) COMMON GRA OR GRN +24VDC (VIO) 0 CONTROL OUTPUT 24VDC (YEL) COMMON GRA OR GRN +24VDC VIO) 0 INTENTIONALLY LEFT BLANK 2 OCCUPANCY SENSOR DETAIL, 9 9CA I:: N.T.& LEGEND MOTOR STARTER SCHEDULE NOTES ® INDICATES REMOTE STARTER MOTOR 1. MOTOR STARTERS ARE DEVICEREMARKS FURNISHED, INSTALLED DESIGNATION NEMA OVERCURRENT AND WIRED BY THE SC STARTER COIL SIZE TYPE RATING VOLTAGE PHASE HP ELECTRICAL CONTRACTOR. PL PILOT LIGHT EF-1 0 COMB FVNR NF 208 30 2 INTERLOCK W/ IV-1; CONTROL VIA CO 2. COORDINATE THERMAL FVNR FULL VOLTAGE EF-2 0 COMB FVNR NF 208 30 1 INTERLOCK W/ IV-2; CONTROL VIA CO OVERLOAD SIZING WITH NON—REVERSING NAMEPLATE FULL MOTOR COMB COMBINATION EF-3 0 COMB FVNR NF 115 1 1/12 INTERLOCK W/ IV-3; CONTROL VIA T—STAT LOAD AND THE 2S2W 2—SPEED, EF-4 0 COMB FVNR NF 208 10 1/6 CONTROL VIA T—STAT MECHANICAL CONTRACTOR. 2—WINDINGS EF-5 0 COMB FVNR NF 115 10 1/6 CONTROL VIA T—STAT FSR FIRE SHUT DOWN EF-6 0 COMB FVNR NF 115 1 10 1/30 CONTROL VIA T—STAT RELAY EF-7 0 COMB FVNR NF 115 1 10 1/12 CONTROL VIA MANUAL WALL SWITCH NF NON—FUSED 120V/10 - 120V/10 120V/10 Uj ww — LL_ U_ HAND 1—OL AUTO T—STAT HAND SC 1O HAND SC 1O SC • OFF • OFF • OFF PL PL PL AUTO w T—STAT . 6 PROVIDE OVERSIZED EF-7 EF-59 EF-4- NEW BUILDING UTILITY CLOSET CPT TO POWER DAMPER AT INTAKEI I 120V/1 0 VENTILATORS �J w HAND E 1—OL EX. UTILITY METER 120V/1 • OFF W w Pq 600A � ON SC 3O AUTO T—STAT PL SERVICE PANEL PANEL — EX. CT EX. MAIN CB EX. ATS EX. DP EX. DIESEL GENSET. DISC. PP1 PP2 ® d — . — _� . — . — . � . — .L __T- - - - - - -- SWITCH FSR CO PL SC EX. UTILITY I I I I �_ _ I w AUTO TRANSFORMER. (—�1� I I I GFI I I _ _ I — — — T2 3 U CO — 11NTA EO CO = CARBON MONOXIDE EF—3- q E . _ i _ I /` �/ DETECTION SYSTEMS SC VENTILATOR I I I I I �N I I °` — Jacobsen & Horan Engineering, P.C. — — — 4 — — 120V TO IT IS A VIOLATION OF NEW YORK STATE EDUCATION INTAKE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 - DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 — — — — I — — — — EF-1 VENTILATOR TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. PROVIDE OVERSIZED IV-1 IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 — I I CPT TO POWER "ALTERED www jhepc.com SHAM AFFIX TO THE ITEM HIS/HER SEAL AND THE DAMPER AT INTAKE l SIGNATOURE AATHHE�DATE OF SUCH ALBY TERATION EX. PRIMARY FEEDERS. 2 VENTILATORS— AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 1211 0 10-9-15 1009E CONSTRUCTION DOCUMENTS MCJ U j - DATE BY DESCRIPTION APPROV. BY IC NOTES (APPlLY TO RISER WHERE INDICATED): U 3—OL SPECIE �- ON SC REVISIONS 3—POLE "DK" BRANCH BREAKER IN EXISTING DP. FSR CO TOWN OF SOUTHOLD O1 F&I NEW EATON 600AMP, v w AUTO PL i SUFFOLK COUNTY, NEW YORK 2 600 AMP FEEDER: 2 SETS OF 4—#350 + 1—#1 GROUND IN 3" PVC CONDUIT FROM EXISTING DP ON SITE TO PP1 cn "'` HIGHWAY MAINTENANCE GARAGE ' '. O IN NEW MAINTENANCE BUILDING. �- \\—CARBON MONOXIDE O3 AND SITE IMPROVEMENTS 4—#3/0 + 1—#6 GROUND IN 2-1/2" PVC CONDUIT FROM 200A BREAKER IN PANEL PP1 TO MAIN LUGS IN PANEL DET. SYS. PP2. REFER TO FLOOR PLANS FOR PANEL LOCATION AND PANEL SCHEDULES FOR MORE INFORMATION. SC �- ELECTRICAL RISER AND DETAILS 120V TO INTAKE L. K. Mc:LEAN ASSOCIATES, P.C. EF-2 VENTILATOR CONSULTING ENGINEERS 437 SO= COMM REL, �i®DMVEK KV 1f= 11718 Designed 8Y: DS/JB scale: AS NOTED S1est No. 1 ELECTRICAL RISER DIAGRAM 3 MOTOR STARTER DETAILS Drown ay: DS/JB Date: OCT. 2015 SCAM PlT.3� ( XAM KTAS Approved w. KH/PJ FIle No. 13108.000 MECHANICAL EQUIPMENT CONNECTION SCHEDULE LIGHTING FIXTURE SCHEDULE DESIGNATION LOCATION CIRCUIT LOAD VOLTS PHASE FSS@UNIT REMARKS (1)(2) SYMBOL/DESIGNATION MANUFACTURER / MODEL NO. TYPE FIXTURE LAMP TYPE NO. LAMPS MOUNTING HEIGHT REMARKS POLE/FRAM E/FUSE WATTAGE WATTS HP-1 EXTERIOR PP1-30,32 18.1 A 208 1 2/30/NF z A LITHONIA / CAT. #: 2VTL2 33L LP835 LED 34.5 -- -- 8'-6" AFF 2X2 FOR OFFICES, 3500K HP-2 EXTERIOR PP1-34,36 24.5 A 208 1 2/60/NF z B LITHONIA / CAT. #: 2GTL 2 20L LP835 LED 20 -- -- 8'-6" AFF 2X2 FOR BATHROOMS AND LOCKERS, 3500K INDOOR UNIT POWERED AND FURNISH AND CONTROLLED VIA OUTDOOR UNIT. � LITHONIA / CAT. #: WST LED 2 40K SR2 MVOLT PIR ELCW DDBXD LED 32.8 -- -- 9o-0» WITH BUILDING MOUNTED WALL PACK ACK FCU-1 OFFICE -- -- 208 1 INSTALL LOCAL SNAP PROVIDE #18, 4—CONDUCTOR, INTEGRAL PHOTOCELL, SWITCH DISCONNECT STRANDED, SHIELDED WIRE IN 3/4" RGS CONDUIT AND MAKE ALL FINAL apD LED 275 20 -0 LITHONIA / CAT. #: DSX2 LED 80C 1000 40K T4M MVOLT SPA POLE MOUNTED SITE LIGHTING FIXTURE, CONNECTIONS. DDBXD -- -- 5000K INDOOR UNIT POWERED AND CONTROLLED VIA OUTDOOR UNIT. FURNISH AND 0 GOTHAM / CAT. #: EVO 35/22 8DFR MVOLT AZ10 LED 44 -- -- 8'-6" SHOWER LIGHT FCU-2 BREAK ROOM -- -- 208 1 INSTALL LOCAL SNAP PROVIDE #18, 4—CONDUCTOR, F SWITCH DISCONNECT STRANDED, SHIELDED WIRE IN 3/4" RGS CONDUIT AND MAKE ALL FINAL M 8'-6" AFF OR WRAPAROUND FOR MEZZANINE AND CONNECTIONS. LITHONIA / CAT. #: LBL4 LP835 LED 49.7 -- -- 22'-6" AFF ON STORAGE SPACES, 3500K FURNISH AND MEZZANINE WH-1 UTILITY ROOM PP1-54 2 A 120 1 INSTALL LOCAL SNAP W SURFACE MOUNTED LINEAR FOR SWITCH DISCONNECT LITHONIA / CAT. #: WI-4 41 L D43 LPL835 NES7 LED 38.1 -- -- 9'-6" AFF CORRIDORS AND SMALL ROOMS, INTEGRAL OCCUPANCY SENSOR, 3500K Z12 SUSPENDED HIGH BAY FOR MAINTENANCE LITHONIA / CAT. #: IBL 12L WD SD125 LP740 DLC LED 125 -- -- 22'-0" AFF SHOP, 4000K CONNECT TO LOCAL LIGHTING CIRCUIT TX-1 SHOWER VIA LOCAL LTG CKT 150 W 120 1 MMS AND CONTROL VIA LOCAL WALL SWITCH aZ18 LITHONIA / CAT. #: IBL 18L WD SD125 LP740 DLC LED 207 -- -- 22'-0" AFF SUSPENDED HIGH BAY FOR WELDING SHOP, 4000K CONNECT TO LOCAL LIGHTING CIRCUIT TX-2 MENS VIA LOCAL LTG CKT 150 W 120 1 MMS AND CONTROL VIA LOCAL WALL EXM THERMOPLASTIC COMBO EXIT SWITCH LITHONIA / CAT. #: LHQM LED S W R HO LED 3 -- -- 8'-0" AFF SIGN/EMERGENCY LIGHT, CONFIRM CONNECT TO LOCAL LIGHTING CIRCUIT LETTERING COLOR WITH AHJ. TX-3 WOMENS VIA LOCAL LTG CKT 54 W 120 1 MMS AND CONTROL VIA LOCAL WALL DC SWITCH ® � LITHONIA / CAT. #: LQM S W 3 R 120/277 EL N LED 1 -- -- 8'-0" AFF THERMOPLASTIC EXIT SIGN, CONFIRMLETTERING COLOR WITH AHJ. EF-1 MAINT. SHOP PP2-48,50,52 2 HP 208 3 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. LITHONIA / CAT. #: ELM2 LED HO LED 3 -- -- 8'-0" AFF THERMOPLASTIC EMERGENCY LIGHT, �EM CONFIRM LETTERING COLOR WITH AHJ. EF-2 WELDING PP2-42,44,46 1 HP 208 3 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-3 PARTS STORAGE PP1-43 1/12 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-4 STORAGE PP2-38,40 1/6 HP 208 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-5 MEZZANINE PP1-43 1/6 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-6 FLUID STORAGE PP1-43 1/30 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-7 CHOP SAW RM. PP1-43 1/12 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. UH-1 MEZZANINE PP2-49,51,53 9 A 208 3 3/30/NF UH-2 WELDING PP1-51 8.8 A 120 1 1/30/NF UH-3 PARTS STORAGE PP1-53 4.2 A 120 1 1/30/NF WARNING IT ISA VIOLATION OF NEW YORK STATE EDUCATION & Horan Engineering, P.C. EH-1 UTILITY PP1-55 4.2 A 120 1 NOTE 4 LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN REM ON THIS DRAWING IN ANY WAY. EH-2 CHOP SAW RM. PP1-63 4.2 A 120 1 NOTE 4 IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE REM HIS/HER SEAL AND THE www.jhepc.com NOTATION ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION SC-1 MAINT SHOP PP2-43,45,47 23 A 208 3 NOTE 4 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 10-9-15 10096 CONSTRUCTION DOCUMENTS MCJ WIRE 2—#12 + 12G IN 3/4" EMT DATE BY DESCRIPTION APPROV. BY WOH-1 MAINT SHOP PP1-56 23 A 120 1 1/30/NF FROM WASTE OIL HEATER TO OIL REVISIONS PUMP. REFER TO MECHANICAL DRAWINGS FOR TANK LOCATION. 11 H TOWN OF SOUTHOLD WIRE 2—#12 + 12G IN 3/4" EMT WOH-2 MAINT SHOP PP1-58 23 A 120 1 1/30/NF FROM WASTE OIL HEATER TO OIL SUFFOLK COUNTY NEN► YORK PUMP. REFER TO MECHANICAL DRAWINGS FOR TANK LOCATION. HIGHWAY MAINTENANCE GARAGE NOTES: (1) PROVIDE WP/GFI RECEPTACLE WITHIN 25' OF EXTERIOR UNITS. (2) COMBINATION STARTER UNLESS NOTED OTHERWISE. (3) MOTOR STARTER/DISCONNECT AND SITE IMPROVEMENTS FURNISHED AND INSTALLED UNDER DIVISION 26 OF THE SPECIFICATIONS UNLESS NOTED OTHERWISE. (4) DISCONNECT IS INTEGRAL TO THE UNIT. WIRE FROM DISCONNECT TO PANEL AS INDICATED. ELECTRICAL SCHEDULES L. K. MCLEAN ASSOCIATES, P.C. COMLnNG DONEW &V WMI COMM tr 0., MOMVM NEW YORK 11715 Designed By: DS/JB stele: AS NOTED sheet No. 1 MECHANICAL EQUIPMENT CONNECTION SCHEDULE 2 LIGHTING FIXTURE SCHEDULES Drawn W. DS/JB Date: OCT. 2015 ,w-T-17 KTA E5 Approved W. KH/PJ File No. 13108.000 F PP2 PP1 BUS RATING: 225A C BUS RATING: 600A CU VOLTAGE: 1201208V VOLTAGE: 1201208V MAIN: 225A MLO PHASE: 3 MAIN: 600A MLO PHASE: 3 A1C: 22KA1C FULLY RATED WIRE:4 AIC: 22KA1C FULLY RATED WIRE: 4 VA PER PHASE LOAD TRIP CKT CKT TRIP LOAD VA PER PHASE LOAD TRIP CKT CKT TRIP LOAD BRANCH CIRCUIT P LOAD DESCRIPTION LOAD DESCRIPTION P AMP VA BRANCH CIRCUIT ATB G BRANCH CIRCUIT P LOAD DESCRIPTION LOAD DESCRIPTION P AMP VA BRANCH CIRCUIT A B G VA AMP NO. NO VA AMP NO_ NO. 1 REG: OFFICE 1 1 20 540 2-#12+ 12G, MC CABLE 1575 2-#12+ 12G, MC CABLE 1035 20 1 WELDING LIGHTING 2 1 REC: LIGHT REEL 1 20 180 2-#12+ 12G, MC CABLE 360 2-#12+ 12G, MC CABLE 180 20 1 REC: LIGHT REEL 2 3 REC: OFFICE 2 1 2fl 54fl 2-#12+ 12G, MC CABLE 1575 2-#12+ 12G, MC GABLE 1435 20 1 WELDING LIGHTING 4 3 REC: LIGHT REEL 1 2d 180 2-#12+ 12G, MC CABLE 360 2-#12+ 12G, MC CABLE 180 20 1 REC: LIGHT REEL 4 5 REC: STORAGE BAYS 1 20 360 2-#12+ 12G, MC CABLE 1360 2-#12+ 12G, MC CABLE 1000 20 1 STORAGE LIGHTING 6 5 REC: LIGHT REEL 1 20 1$0 2-#12+ 12G, MC CABLE 360 2-#12+ 12G, MC GABLE 180 20 1 REG: LIGHT 6 7 REC: BREAK ROOM 1 20 360 2-#12+ 12G, MC CABLE 1235 2-#12+ 12G, MC CABLE 875 20 1 STORAGEITIRE LIGHTING 8 7 4083 8166 4083 8 2-#12+ 12G, MC CABLE 1540 20 1 SHOP LIGHTING 10 9 NEMA 15-50 RECEPTACLE 3 50 4083 3- 18 + 10G, 3/4" EMT 8166 3-#8+ 10G, 3/4" EMT 4083 50 3 NEMA 15-50 RECEPTACLE 1fl 9 REC: BREAK ROOM 1 20 36d 2-#12+ 12G, MC CABLE 1864 12 11 REC: REFRIG 1 20 180 2-#12+ 12G, MC CABLE 1680 2-#12+ 12G, MC CABLE 1500 20 1 SHOP LIGHTING 12 11 4083 8166 40$3 13 REC: WATER COOLER 1 20 180 2-#12+ 12G, MC CABLE 952 2-#12+ 12G, MC CABLE 772 20 1 BREAKIOFFICE/RR LIGHTING 14 13 14 15 REC: RESTMS/ELEC ROOM 1 20 540 2-#12+ 12G, MC CABLE 1245 2-#10+ 1 OG, MC CABLE 705 20 1 EXTERIOR BLDG MTD LIGHTING16 15 NEMA 15 54 RECEPTACLE 3 50 3-#8 + 10G, 314" EMT 3-#8+ 10G 314" EMT 50 3 NEMA 15 50 RECEPTACLE 16 17 REC: COMP/PARTSIFLUID 1 20 540 2-#12+ 12G, MC CABLE 1415 2-#12+ 12G, MC CABLE 875 20 1 STORAGE LIGHTING 18 17 18 19 ROLLUP DOOR 1 20 1176 2-#12+ 12G, MC CABLE 2352 2-#12+ 12G, MC CABLE 1176 20 1 ROLLUP DOOR 20 19 2d 21 ROLLUP DOOR 1 20 1176 2-#12+ 12G, MC CABLE 2352 2-#12 + 12G, MG CABLE 1176 20 1 ROLLUP DOOR 22 21 NEMA 15-54 RECEPTACLE 3 5d 3-#8 + 10G, 314" EMT 3-#8+ 10G, 3!4" EMT 50 3 NEMA 15-54 RECEPTACLE 22 23 ROLLUP DOOR 1 20 1176 2-#12+ 12G, MC CABLE 2352 2-#12+ 12G, MC CABLE 1176 20 1 ROLLUP DOOR 24 23 24 25 ROLLUP DOOR 1 20 1176 2-#12+ 12G, MC CABLE 2352 2-#12+ 12G, MC CABLE 1176 20 1 ROLLUP DOOR 26 25 26 27 REC: GEN SHOP 1 20 540 2-#12+ 12G, MC CABLE 1716 2-#12+ 12G, MC CABLE 1176 20 1 ROLLUP DOOR 28 27 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 3-#$+ 10G, 314" EMT 5fl 3 NEMA 15-54 RECEPTACLE 28 29 REG: EXTERIOR 1 20 540 2-#12+ 12G, MC CABLE 2422 30 2-#10+ 1flG, 314" EMT VIA FDS 1882 30 2 HP-1 32 �� 32 31 REC: EXTERIOR 1 20 54d 2-#12+ 12G, MC CABLE 2422 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 3-#8+ 10G 314" EMT 50 3 NEMA 15-50 RECEPTACLE 34 33 REC: STORAGE BAYS 1 20 360 2-#12+ 12G, MC CABLE 2908 2-#8 + IOG, 3/4" EMT VIA FDS 2548 40 2 HP-2 34 33 36 35 REC: GEN SHOP 1 20 720 2-#12+ 12G, MC CABLE 3268 2548 36 35250 38 37 7205 7245 20 1 SPARE 38 37 249.6 2-#12+ 12G, 314" EMT 250 15 2 EF-4 40 39 ELECTRIC LIFTS 3 10fl 7245 4-#3+#6G, 1-114" EMT 7245 20- 11 SPARE 40 39 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 314" EMT 249.6 41 7205 12009 4804 42 41 2004 2556 552.4 552 42 43 EF-3, 5, 6, 7 1 20 1440 2-#12+ 12G, MC GABLE 6244 4-#6+#10G, 1-114" EMT 4804 60 3 ELECTRIC LIFTS 44 43 3-#12+ 12G, 314" EMT 552 15 3 EF-2 44 45 3326 3-#8 + Al OG, 1" EMT TO 8129 4844 46 45 SC 1 3 40 2004 3-#8+#10G, 314" EMT 2556 552 46 47 COMPRESSOR 3 40 3326 DISCONNECT AT 3326 20 1 SPARE 48 47 2004 2904 900 48 49 3326 COMBINATION ALT. PANEL 3326 20 1 SPARE 50 49 1081 1981 3-#12+#12G, 3/4" EMT 900 15 3 EF-1 5d 51 UH-2 1 20 1056 2-#12+ 12G, 314" EMT 1056 20 1 SPARE 52 51 UH-1 3 20 1081 3-#12+#12G, 314" EMT 11981 900 52 UH-3 1 20 500 2-#12+ 12G, 3/4" EMT 740 2-#12+ 1OG, 3/4" EMT 240 20 1 WH-1 54 53 1081 1081 20 1 SPARE 54 5g VA PER PHASE 13313 13313 13063 55 EH-1 1 20 500 2-#12+ 12G, 314" EMT 3260 2-#10+ 1OG, 3/4" EMT 2760 30 1 WOH-1 56 57 CO SYSTEM 1 20 270 2-#12+ 12G, MC CABLE 3030 2-#10+ 10G, 3/4" EMT 2760 30 1 WOH-2 58 TOTAL CONNECTED LOAD KVA 39689 TOTAL CONNECTED LOAD AMPS 110 59 CHOP SAW 1 20 1000 2-#12+ 12G, MC CABLE 2440 2-#12+ 12G, MC CABLE 1440 20 1 VACUUM STATION 60 NOTES: 61 REC: ELEC DRAIN VALVE 1 15 180 2-#12+ 12G, MC CABLE 1794 2-#12+ 12G, MC CABLE 1614 15 1 REC: REFRIG DRYER 62 1.THE DESIGN IS BASED UPON A SQUARE D NQ PANELBOARD 6. BRANCH DEVICES BASED UPON-TYPE QOB-VH CB'S. 63 EH-2 1 20 500 2-#12+ 12G, 314" EMT 3826 3-#8 + #10G, 1" EMT TO 3326 64 2. PANEL SHALL HAVE NOMINAL DIMENSIONS OF 38"H x 20"W x 5.75"D. 7. PANEL SHALL HAVE TYPE WRITTEN PANEL DIRECTORY LOCATED INSIDE WELDED 65 SPARE 1 20 3326 DISCONNECT AT 3326 40 3 COMPRESSOR 66 3. PANEL SHALL HAVE NEMA 1 ENCLOSURE. METAL FRAME ON INSIDE OF DOOR_ COMBINATION ALT. PANEL 3326 68 4. PANEL SHALL HAVE COPPER BUS. 8. PROVIDE PHENOLIC NAMEPLATE WITH ADHESIVE BACKING AND 1!4"TEXT 67 MEZZANINE LIGHTING 1 20 648 2-#12+ 12G, MG CABLE 3973 5. PANEL SHALL PERMANENT CIRCUIT NUMBERS_ INDICATING PANEL NAME. 69 1668 2-#8 + 10G, 3/4" EMT(COORD. 4083 2-#8 + 10G, 3/4" EMT{GOORD. 2415 7D PLASMA WELDER 2 50 1668 EXACT REQ.WITH OWNER EXACT REQ. WITH OWNER 50 2 TIG WELDER 71 PRIOR TO INSTALLATION) 4083 PRIOR TO INSTALLATION) 2415 72 13313 VIA SUBFEED CIRCUIT 13313 13313 BREAKER. REFER TO RISER 13313 200 3 PANEL PP2 13063 DIAGRAM FOR WIRE SIZE. 13063 VA PER PHASE_150003 52298 51484 TOTAL CONNECTED LOAD KVA 1153784 TOTAL CONNECTED LOAD AMPS 1427 NOTES: 1. THE DESIGN IS BASED UPON A SQUARE D NQ PANELBOARD 6. BRANCH DEVICES BASED UPON TYPE QOB-VH CB'S. 2. PANEL SHALL HAVE NOMINAL DIMENSIONS OF 86"H x 20"W x 6.5"D. 7. PANEL SHALL HAVE TYPE WRITTEN PANEL DIRECTORY LOCATED INSIDE WELDED 3. PANEL SHALL HAVE NEMA 1 ENCLOSURE. METAL FRAME ON INSIDE OF DOOR, 4. PANEL SHALL HAVE COPPER BUS. 8. PROVIDE PHENOLIC NAMEPLATE WITH ADHESIVE BACKING AND 1/4"TEXT 5. PANEL SHALL PERMANENT CIRCUIT NUMBERS. INDICATING PANEL NAME. �eee� Jacobsen & Horan Engineering, P.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN REM ON THIS DRAWING IN ANY W.Y. IF AN ITEM IS ALTERED, THE ALTERING ENG;NEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www.jhepc.com NOTATION "ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 10-9-15 100% CONSTRUCTION DOCUMENTS MCJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD E: SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS ELECTRICAL SCHEDULES L. K. McLEAN ASSOCIATES, P.C. COMLM140 DOMEM 137 wn c== 0, MXMVM NEM►,TORI( 11719 Designed By: DS/JB Scale: AS NOTED Sheet No. (Dscke PANEL SCHEDULES Drown Br. DS/JB Date: OCT. 2015 E6 Approved By: ICH/PJ File No. 13108.000 KT.� f REQUEST FOR PROPOSALS HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS 1. Company Name-�'-- ---- -- -: -J , -------- ----�;:�-_�_ -- Address: j� J Ci /State: �'n" --- - - -- _ ----- 1 C t3' i,_--- - —r:-- Email -- �/ Phone Number and Fax Num_ b_e_r:_ .._�-. -- - Email Address: j 2. Company Name: C® nstr'aci;OY1 1IC' Address: City/State: RiY-Pr)'-o" I NY 11 q Q / Phone Number and Fax Number: b*3 l -"7 a°7 �'��1 = �a� �P®5 Email Address: C b Cl,U VY e, CGh i 1 rIC, 3. Company Name: jvtoT'�m Address: 35,5 (5y_ kj�L, . , City/State: ]- s3( I'LL ) ) I q.3 � T/Fax 73 � t _Phone Number and Fax Number: &31 �3 9 Email Address: lv)11 i GLS,. k e yl� 6 N Cy�'a GO"G 4. Company Name: . - Address: City/State: �i Phone Number and Fax Number: Email Address: T—.-G-eneral Contractors PATIIP� i •Construction ORGANIZATION Pnde Still Matters Managers 5. Company Name: Address.• Jonathan M. Singer nt 0 C g Cl /State• 5 Lovell Ct.Farmingville,NY 11738 • Office: Fax:631-320-1167 Phone Number and Fax Number: Mobile:631-559-7113 Email Address: Email: 7singer37g9gmail.com Website: ThePatriotOrganization.com 6. Company Name: to , n +-,a car, SC_ C Cc k) � Address: (39 o o>c 9 � - P® 4 " � " City/State: C 07 C�� V� Phone Number and Fax umber: -7 V3 Email Address: on ), he , h °e P r 7. Company Name: (_,,+e' _&A-eJ-eKf- ) Address: City/State: Phone and Fax Number Email Address: 8. Company Name: r+PJl Address: CARTER-MELENCE, INC. City/State: Contractors Phone and Fax Number 104 New York Avenue Email Address: post office Box 907 Sound Beach,NY 11789 Donald J.O'Hanlon � p� ro �1 (631)744-0127 tel president 9. Company Name: l (631)744-0528 fax Address: 4cmi@optonhne.net City/State: Phone and Fax Number Email Address: 10.Company Name: &qcP1'GC' ' Address: City/State: Phone and Fax Number Email Address: 11.Company Name: 0�0_v\als De-e'A-v-1c Address: 30'I Svbu.rb� eve"v�- City/State:�eep r 'V6_vk jQ'i W1 a 9 Phone and Fax Number ( 61- Email Address: n_ a 12.Company Name i C1 .L'': - PJ��� Address: 11 (yis 3-houffu City/State: Ate/ ) �7 3 Phone and Fax Number i— , fax 11• � Email Address: ��, rnf-0,f 1°p �� }�Ijy}�ecj'a�M i 13.Company Name: �� ��® UP � Address: "gyp 0� - City/State: ( ` ' F� D=EEQ LC=Q Phone and Fax Number RESIDENTIAL • COMMERCIAL • INDUSTRIAL W WW.ALLWIREDUPELECTRIC.COM ELECTRICAL CONTRACTOR QUALITY PROFESSIONAL SERV/CES ARCHIE CASSINO OFFICE. [631] 474-2244 LICENSED & INSURED CELL: [917] 335-5720 ARCHIE@ALLWIREDUPELECTRIC.COM 1 Email Address: Moo, ELECTRIC ELECTRICAL CONTRACTOR 14.Company Name: � �►"GI(cc—.IAC-� /1�� Address: �pT MAS TASCARELLA City/State:�"� (:�:6S:AW:GRAS SDRIVE,BELLPORT,NEW YORK 11713ICE•631-580-6111/FAX:631-580-1254 Phone and Fax Number E-MAIL:#aseare�eHee� Email Address: Licensed&Insured Benny 15.Company Name: Address: City/State: Ca_j Phone and Fax Number ELECTRIC Email Address: B.Benediktsson 631-734-2325 Cutchogue,NY 11935 ice02@optonline.net 16.Company Name: Address: City/State: Phone and Fax Number Email Address: 17.Company Name: Address: City/State: Phone and Fax Number Email Address: 18.Company Name: Address: City/State: Phone and Fax Number Email Address: 19.Company Name: Address: City/State: Phone and Fax Number Email Address: