HomeMy WebLinkAbout1000-106.-1-27 Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
l. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local
libraries and the Town Clerk's office. [ K�LOdmD
B. DESCRIPTION OF SITE AND PROPOSED ACTION FEB 1'9 ,2026
SCTM# 106 - 1 _ 27
SOUTHOLD TOWN
PLANNING BOARD
PROJECT NAME Tenforty Central LLC Bluff stairway
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital ❑
construction, planning activity, agency regulation, land transaction) El(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification: ® .
Nature and extent of action:
Construct a 4'x+/- 164'timber bluff stairway,inclusive of 4'x 4'entry steps,4' x T entry landing,two 4'x 4'landings,and three 4'x 6'
landings with benches;use native plantings to restore areas of existing vegetation disturbed or lost during construction of stairway;and
establish 4'x+/-88'wood chip path to beach from base of stairway,all as depicted and described on the engineering plan prepared by
Jeffrey T.Butler,P.E.,P.C.,dated November 25,2025.
Location of action:1940 Central Drive,Mattituck
Site acreage: 58,635 sf
Present land use: Vacant-Residential
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Tenforty Central LLC
(b) Mailing address: c/o Italian Green Design
530 West 25th Street,New York,NY 10001
(c) Telephone number: Area Code 646-895-9430
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval4by a state or federal agency?
Yes ® No ❑ If yes, which state or federal agency? NYSDEC(Tidal Wetlands)
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III- Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No ® Not Applicable
5
Attach additional sheets if necessary
Policy 3: Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III- Policies Pages 6 through 7 for evaluation criteria
❑Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III- Policies Pages 8 through 16 for evaluation criteria
®Yes ❑ No ❑ Not Applicable
To migate potential impacts associated with the disturbance of bluff soils and vegetation during construction of the proposed stairway,
the stairway location was selected specifically to minimize the removal of trees and other woody vegetation.There are no vegetated
wetlands located on or adjacent to the bluff,but to maintain and encourage the growth of vegetation beneath it,the stairway will be
elevated a minimum of 3 feet above the bluff face.These design features are intended both to minimize the potential for bluff erosion
and protect the quality and function of the ecosystem comprised of the bluff and adjacent beach and tidal waters of Long Island Sound,
thus ensuring the project is consistent with both Policies 4 and 6.
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
❑Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
®Yes ❑ No ❑ Not Applicable
To migate potential impacts associated with the disturbance of bluff soils and vegetation during construction of the proposed stairway,
the stairway location was selected specifically to minimize the removal of trees and other woody vegetation.There are no vegetated
wetlands located on or adjacent to the bluff,but to maintain and encourage the growth of vegetation beneath it,the stairway will be
elevated a minimum of 3 feet above the bluff face.These design features are intended both to minimize the potential for bluff erosion
and protect the quality and function of the ecosystem comprised of the bluff and adjacent beach and tidal waters of Long Island Sound,
thus ensuring the project is consistent with both Policies 4 and 6.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III- Policies; Pages 34 through 38 for evaluation criteria.
❑Yes ❑ No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III- Policies; Pages 38 through 46 for evaluation
criteria.
❑ Yes ❑ No® Not Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62
through 65 for evaluation criteria.
❑ Yes ElNo ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No ® Not Applicable
PREPARED BY TITLECoastal Management Specialist DATEJanua y2s,2026
Rober aim
Amended on 811105
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SURVEY N0: 24-0103.1 /' SURVEY NOTES: SURVEYED: 12-11-23
i -LOCATIONS OF EXISTING DWELLINGS ON ADJACENT LOTS ARE FOR REFERENCE ONLY AND ARE FROM SURVEYS REFERENCED BELOW.
' WATER MARK THEY WERE NOT FIELD VERIFIED DUE TO HEAVY BRUSH AND LACK OF ACCESS
IGHEST
-ALL OWNERS FROM ADJACENT LOTS ARE FROM SUFFOK COUNTY GIS WEBSITE AND ARE AS CURRENT AS THE WESSITE STAKEOUT. 1-15-24
ON 10/10/24 (LINE OF VEGETATION) -CONTOUR DATA DERIVED FROM GROUND SURVEY SHOTS TAKEN ON THE DATE OF SURVEY AS WELL AS CONTOUR DATA REFERENCED
BELOW
/p ILA SURVEY REFERENCES INFO ADDED: 2-15-24
1.
'10 1 ,`\�Q 2. CONTOUR DATA: https://gis.ny.gov/nysTAL EROSION HAZARD AREA MAP,PcontouHOTO rs o.(SUFFO K COUNTY)59-533-03, T 2 OF 49 HAZARD LINE ADDED: 3-13-24
/�• ,gyp SO 3. FEMA INFO FROM MAP&SHAPE FILE DERIVED FROM FEMA FIRM MAP 36103CO139H EFFECTIVE MAY 4th,1999 REVISED SEPTEMBER
25th,2009 CONC. MON SET: 6-21-24
TIE LINE 4. TAX LOT 26 SURVEY BY NATHAN TAFT N III DATED R DWELLING ONLY)
5. TAX LOT 29 SURVEY BY PECONIC SURVEYORS PC DATED JANUARY9 h,2014(APPROXIMATE DWELLING LOCATION ONLY)
LOaG TOPO ADDED: 10-11-24
6•p0 ACREAGE CORR.: 10-23-24
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VERTICAL DATUM: NAVD88 SCALE: 1"=60'
TOPOGRAPHICAL SURVEY DF NEWYo
SITUATE AT ���,RD D• <<c�
MATTITUCK
0 TOWN OF SOUTHOLD
COUNTY OF SUFFOLK , -
LAND SURVEYING STATE OF NEW YORK
FILED MAP: CAPTAIN KIDD ESTATES SURVEY PREPARED FOR AND CERTIFIED TO: Fiji 051099
FILED: JANUARY 19th, 1949 SF�LgND Svc
FILE NO: 1672
BLOCK: 1 MASSAPEQUA ♦ NEW YORK LOT(S): 4 GERARD D. LENZE L.S.
PRESIDENT
PHONE: (516)967-3028 TAX MAP ID: 1000-106.00-01.00-027.000 NYS LICENSED LAND SURVEYOR
EMAIL: LENZELANDSURVEYING@GMAIL.COM PROPERTY AREA (TO TIE LINE)= 1.35 ACRES/ 58,635 SQ. FEET LICENSE NO. 051099
SURVEY NOTES ♦ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW•COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY♦GUARANTEES OR CERTIFICATIONS INDICATED HERON SHALL RUN ONLY TO THE PERSON
FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,LENDING INSTITUTION,AND GOVERNMENT AGENCY LISTED HEREON 4 GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS*ENCROACHMENTS BELOW GRADE AND/OR SUBSURFACE FEATURES,IF ANY,NOT LOCATED OR SHOWN HEREON•OFFSETS SHOWN ARE
FOR INFORMATIONAL PURPOSE ONLY. THEY ARE NOT INTENDED TO ESTABLISH PROPERTY LINES FOR THE ERECTION OF FENCES,STRUCTURES,OR ANY OTHER IMPROVEMENT♦SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE DMINATION MAY DISCLOSE 4 SURVEY PERFORMED IN ACCORDANCE WITH THE EKISTING'CODE OF PRACTICE FOR LAND SURVEYS'
ADOPTED BY 1HE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS�PROPERTY CORNERS NiRE NOT SET AS PART OF 7M15 SURVEY
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,pR -,--- boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type �IT�LOG sTI I �N -_ -
Py/ O ��� '1\� 1. Counties on Long Island must contact DigNet, of digging on their property.Homeowners can - MATERIAL ACCESS _= �'� � tsV_ = �
/ �� \Q '�P 1-800-272�480 or 811,at least 48 hours but no more than contact us directly at 1 800 272-4480 or by calling = - -_
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GG�` \\ O� work to ensure underground lines are marked.Excavators it is the contractors the _ = �' - _ £ - � =
110�,� �\ y/ and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility _ _ _ _ --- - _-_-
\�O ��`a�' b ���\C\ through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. - �ALbR J_ _
�_� L <' 1-800-524-7(iO3 for more Information.
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tJ �', LOT 33 CON. 5 G� CON. �+ LOCATION MAP
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SEr I 4 W x ±88 L& NATURAL WOOD CHIP PATH: /
MAGHINBZY ACCEi5 FOR BEACH STAIR CONSTRUCTION 15 PROPOSED FROM THE
\ ' INSTALL A 4'W x ±88'L6 NA?URAL WOOD CHIP PATH 1=0R % 8 - \ TACK 4 -, - I ` BEAGLE - USE SOIA�U BEACH DRIVE. MATB2IAI.AC 55 WILL BE ALLOW®FROM
/ i BEACH STAIR AGGE55 FROM SHORELINE. _--
/ TOP OF BLUFF FROM THE SUBJECT PROPERTY. USE LOCATION,OF PROPOSED WD
' HUB SET I NOTES<
�� \ ; SEE 'TYPIGAL BEACH AGGES5 PATH SECTION' FOR - \\ �� ON LINE I.E EVATION5 5HOM 4�REON RB R TO NAVD 1488 CHIP PATHWAY TO ACCESS BLUFF FAGS
,a Qa -i,,,„ REQUIREMENT5 (THIS DW6) ------ \ � ,� I EXISTING ELEVATION5 ARE SHOW)THUS: &Q
1. ' d�10. ?F --_\ti ,' - �_ I / EXI5TIN6 CONTOUR LINE5 ARE 5HOWN THUS:
'. �k - - ;:, ��, ,// �. 6 PROP05ED BEA►GI-� A►GGE55 STAIfi� POD':
�5 1 \N �b ---- LOT \
p� // \ SITUATE AT: SCTM NO.: IOOO-IObAO-OI AO-027A
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DELINEATED BY DESIGN TEAM \ pF3� '"MON. :_ .;. Pti wF C opse pAVLou \ /
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-N OF D15TURB/�NG MArnTUGK,NY DATUM= NAw88
/ // i TOWN OF 50UTHIOLD
9 1FND _�,d� TxEOPHANlS pAVLou \ / ±I S SQ.FT.
EXISTING 2" OR< GALIPf`.R OR �: ip F � ;
6REATER(APPROX 1 TREE5) TO t�`v� '- o' `- - - ;-N' I � ' 511FFOLK COUNTY,NEW YORK
BE REMOVED SHOWN WITHIN THE �� �2. � •!�:-�?:__ N 57° 0'00" E 12.00' Q'O Q„�', / '���� I
- PK NAIL EX.ASPHALT
AREA OF WORK (ALL OTHER tip. �� ��,�\ v SET �� \ SITE DATA: 58�fi35 5F.(135 AG) PROPOSED:
I=XI5TIN6 TREES ARE TO REMAIN) 11 - PROP051=D RE-VE61=?ATION: / 'L� `� \'\ i AREA OF SITE:* 'aI PROVIDE PLA}�CnN65 PER M-WnN6 5GHEDUIE �' �% ---
4� - , \ PK NAIL
• _ 4" PLANTING SHALL OCZM IN THE FOLLOHN6 AREAS ( 1'n
COASTAL ERO�iION HAZARD LINT= \`� POTENTIAL RESTORATION DUE TO PROP.STAIR GONSTRUGTIOAI t \ \ SET 51TE PLAN BASED ON TOPOGRAPHICAL SURVEY BY= U AN m
SCALED FROM DEG HAZARD MAP '� POT'E TIAL RESTORATION DUE TO PROP.NATURAL WOOD CHIP � \ \ \.. -_--_� LENZE LAND SURVtYMG
(50UTHOLD 2 OF 4Q) "�bz - PATH GONsrRUGT�oN i \ - \I O MA55APEQUA,NY 1)
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os b411,� `. \ j ,� i 11 ,- LAST REl/ISED: 09-24-2025
. , �� Ah - , , AREA O F WORK }\' , ` , o
ty-o `� - \, 1 �,' Pfi_OPOSFD WORK SUMMARY• •�
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l �� __� _, SEE ENLARGED PLAN VIEW B (THIS DWG) 6, \ _ �\ coNSTRa�cr: W m X
o U '� _ ro, , -'��, asLL
; • SEE ELEVATION 'A; FOR �, \ �\ ��� ------- 4w x t164'L6 wooD BEAGFf ACCESS STAIR TO BEACH A5 SHowN J W <
%, eIa -- ���` y\ 'BEACH STAIR PROFILE' ( DWG N o.2) '� ° \ 4'W x t6 NATURAL WOOD GRIP PAT E FROM EASE OF STAIR SEAWARD TO THE EXTENT NOTED. X Z
Lc�r 3 10 a4 o Jam. 3? \ ' ;- RE-VEGETATE=
TAX LOT 2b i -O !0 6 \ �' - - RESTORE AREA DISTI1RBEiD DURING CONSTRUCTION W/NATIVE PLANT1NEf�.
s � - _ 2 >
N/F BARIRY BARTN �_ AS) \C,`. P. \ ,tAP�` L � CO X U)
, � .A' -s _ , ow d)
- � ' - --\ ' o A- � _�_� -\ : SCOPE O: HORK: ;�- O
T i ' O
44-
GONG117 . I i ( _- I \ �.� C� ,�6 '� Cie D•,' __ I. NO DEBRIS SHIALL BE PERMITTED TO FALL SEAWARD OF OR OUTSIDE OF AREA OF WJORK. W -
►�oN. \ '' CONTRACTOR TO VERIFY WORK,-'.� Z. ALL DIMENSIONS IN FIELD PRIOR TO ANY CO
PROPOSED 4'W )C ±I64' 6 . \ 5��`� v' '� - 77 3.CONSTRUCT A t164' LG SET of BEACH ACCESS STAIRS WITH:
1 BEACH AGG�55 STAIRWAY• "' - LL
- - as ( \ �, =" c�v���o- a. 4'W x ±4'L6 ENTRY STAIR A TOP OF HW f,
' 'L'0 E -
k,
'P� - -I
I -� b. 4wx1- L6 ENTRY
CON5TRUGT A 4'W x ±164L6 SET OF WOOD STAIR ��Q �: - = i� �) .
- --- l >^v RAIL TO CODE LOGA'TE A5 511owN. \ ;- OQ �'� Ry W
5 /Q `� i . � c. 4'W x ib'L6 STAI LLI
l
o \ SEE 'SGOPE OF WORK FOR 5TAIR BREAKDOWN(THIS DWG) - '�Z -F\' ���` -- d. O) 4'W x 4 16 LANDING,
''r \ = - O c. 4'W x ±13' L65TAIR,
, �/ - - / /, %' /' '" f. (I) 4'W x b'L6 LANDING W/BENCH, 7.er61N�.
�. , j ,
I I, coNc. -- g. 4'W x M4' L6 5TAIR,
' 1 y MOH,FW7 %' /' \'- h. (I) 4' x 4' LAI�DIN6 ; .
�,,� ,�
ati - TAX LOT 45 "� � �,3� / - 1.4'W x f23'L6 5TAIR, �` '�. ''}
°A (VACANT LAND) i ,% = �{ Gj �'
-- - - -_ - _ - -- -_r- - V A6LAIA T5MAK15 - -- (I) 4' x b' LAIVDIN6 WN/BENCH, p` ,
---- a ilk i" J. 1 CIl
- -. .�4 - -_ ------ ;' - - I- 4'W x ±43'LDS STAIR, }}6 � y
- --- r : : 4 r- i
41 ,p,
-- az- - ----- "NO- _ 1.4 x b LANDING YJ/BENCH,
.�'(C A M.4'W x ±34 LG 5TAIR TO BEACH. , �".N1�
6 - -------- LOT'3 '' - 4. 5TAIR MATERIAL REQUIRE ENTS � /.'.:
_-ea - --- TAX Lc�r 26 \ - AL5 BE USED(STAIT�: r r'"; '�
L• - _ N�13AIZRtr EARTH - a. MATERI TO _- - ,:
_-- __ - '� - 1. 2x12 STRINGER, 7 �c'`'
- ,,�',( ,
-% ,\► - - FLEV,= �`' - 2.2-2x6 TREADS/STEP . .._
�'` ll �� 3.2x4 CLEATS BEY T.ffitTLl�t,P E
\ ..' - \ \ 'P ' ''' 4.4x6 P05T5
`\ COASTAL ER05ION HAZARD LINT= �' = j �` �t� 0 5. 2x4 GGA TIMBER TOP RAIL
�d SCALED FROM �� `�, -
= - b.2x4 GGA MID RAIL Q
EXIST. `,l DEG 14AZARID MAP .__�.__ 1. - = "' �- 11:9.- / -l05 b. MATERIALS 10 BE USED(PLATFORM5): --I
DRVWY +� } (50UIHOLD ,2 OF 49) _ - 1. 2x6 FLOOR JO6T5 O
LD T4
.,
z
- - - '` ._- - 2. 2x8 RIM JOIST'S
Z 1 L=187.14 \ \ s� 2 ,; 3.2xb DECKING � v
� ,t o - AREA OF HORK \ . It, � , era- 5.MATERIALS TO BE U5ED II!HORIZONTAL SURFACES): Q
/ O R-176.79 �, SHALL BE !LIMITED TO: _ j-
J ; .
o p, �- -' a. ALL HARDWARE TO BE STAINL.E55 STEEL
eI'` �:
0
51 I. a 2 OFFSET FROM LOG. LQ
� _ (� Q c� -!'- ! \i„.. � ,��-'- ;-'-\ b. ALL TIMBEiR TO BE GGq,U.O.N. O Z Q 1L .
C� - ��.� OF PROPOSED STAIR �'' \ • /" - �' 6. PROVIDE A 4N x fbbt6 NATURAL WOOD CHIP PATH FROM E.O.5TAIR,5EAWARD TO THE EXTENT Q
S?O ✓ ` 5Fj.fp4' ��e 2. EA. AREA DEVOID OF � �' �2 INDICATED. Y N }-
O VEGETATION,A5 SHOWN % �- \�. TID. z 1 Z M �11
►� , . ''s ' SJ `h �� l 1.RE-YE6)=TATE= v }
1.
G ; 1 p15ET'>. .9�. \ b_ �,;- a. RESTORE ACAS DISTURBED DURING CONSTRUCTION WITH NATIVE PLaNTIN65 Q Q Z
\ \;
I oft tt 1. h 1 W\ < ^ I-
610 N < .�:! § 0-
- ej� ' vE + _0% - q2 I I Q <
�' NTH"OR1 „ _-. - - -a�; �. I- H- O
coNc. 0 �Q / GE �50'W1D� = "li - U5 O � C)
MON.FND 1 L ,�� „ - \ - % ' Q -
e.
fENERAL NOTES - BEACH STAIRS LU � #' - NO- - t.., - . .J -
I. GOFiTRACTOR SHALL GHIEGK AND V1=WI=Y ALL GONDIT10N5 TO TEE SITE PRIOR TO Va p[ 0 (V IV
_°r ALL AREAS OF EXISTING VE6I=TATION H-
STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THE
DISTURBED OR L05T DURIN6 CONSTRUCTION O LE O I I
PLANS AND MAKE WORK AGREE WITH SAME. Z v U_
OF NEW STA�iRWAY d NATURAL WOOD GRIP \,.,, 2. ALL WORK SFIALL CONFORM TO THE NEW YORK STATE RESIDENTIAL GODS (IRG 2015) AND
�.
PATH TO BE:AGH w,• I.
- ---- ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. 0 0 N =
SITE PLAN - PROPOSED WORK SHALL BE... �� 3. IF IN THE COURSE of GONSTRUGTION A CONDITION EXISTS WEIGH DISAGREES WITH THAT W U_
PLANTED /lRE-PLANTED WITH NATIVE ------------ _ - SHALL STOP WORK AND NOTIFY THE
fiLATURAL WDOD GHIP� - AS INDICATED ON THESE PLANS THE CONTRACTOR
VE6ETATIOMI AT GONGLUSION OF STAIRWAY \ �5 k �'� ENGINEER. 5HOUI_D HE FAIL TO FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WIORK, }- .. GON5TRUGTIION. SEE PLANTIN6 SCHEDULE HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARI51N6 T EOM. H-
,'AND
40 20 0 40 50 120 , 'o I 1�
z
I BASE NDISTUREEID 5
EXISTING 5C L ) , P�N ,
AND DETAILS SHT 2 - _
/ _ ALL FOOTW:,5 SHALL 6RAPHIG SCALE I" = 40'-0" 1' I h �-aQ - .._-�� 4• PER SOFT.AND SHALL RAVE� AM�IN�IMJM OF '-O'IOF COVER,UA Il. P'W:E55UfZE OF 2 TONS Z � � �
CENTERLINE OF 10' ZONE DELINEATED BY DE516N TEAM I I, GOK. ( 5. DE516N TIMBER STRESS- DOU5LA5 FIR ,NO. GRADE FB = &25 PSI, E = 1,200p00 PSI. Z v 0 Q
„, \MON.FW , I <.- 6. ALL METAL JOIST HAN6ER5 AND OTHER METAL GONt`EGTORS REQUIRED SHWLL 13E 'TEGO O
EXISTING 2 OR< CALIPER OR GREATER(APPROX 1
BEAGH AGGE55 PATH5 TREES) TO IBE REMOVED SHOWN WITHIN THE AREA OF / 0"A CONNEGTORS'AND OF STAINLESS STEEL MATERIAL OR EQUAL AND SHALL BE CAPABLE (-
MATERIAL SECTION (MINIMUM THIGKNE55) WORK (ALL OTHER EXISTING TREES ARE TO REMAIN) �, VV - OF HANDLIN6 LOADS 6 CONNECTION POINTS. INSTALLATIONS SHALL.BE IN STRICT V
CONFORMANCE WITH MANUFACTURERS 5PEGIFIGATIoNS Am Rr:ca eIDATIoN5. PAGE:
NATURAL i6:: --- ya , 1.ALL TIMBER SHALL BE CCA NON). --I
WOOD GHIP:i b- ALL POST/DECK HARDWARE SHALL BE STAINLESS STEEL IN AGGORDANGE W/A5TMI 153.
SOIL BASE - ENLARGED SITE PLAN - PROPOSED WORK Q• HL5,TREADS AND PLATFORM 5URFALEs TO BE BUILT WITH GGA TIMBER. <
NNDI5TURBED SAND)
O.DO NOT SCALE DRAWINGS. WRITTEN DIMEN510N5 SUPERSEDE SCALED DIMENSIONS. THE W ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AM/OR OBSERVATIONS OF 0
THE GONSTRUGTION.
NATURAL WOOD GHIP PAT!+ 5EGTION �
20 IIO O 20 40 60
NOT TO SCALE 6RAPHIG 5GALE I" = 20'-011
of 2
116419 WOOD STAIR TO BEACH
FF ti4' 1.0, 6.4' 4.0' 13.4' 4.0' 0.4' 4.0' 23.4' 40 427' 4.0 34.2' 'dS
4'xb'WD
LANDING
EENCM W BBNGH
4v l I 4W x 3881.E NATURAL WOOD CHIP PATH
4k O' 4'xT BNTRY 04' *tb'WD LN26 k I39rcHt FLD I FLtOOD
ENifRY PLATFORM WD HIb6 45a6 W0 LNDiS
STAIR W W BE7JC�f A ZtONE
ELEV I
COMPACTION NOTES:
PLAN VIEW 'B' - PROPOSED BEACH STAIR 51.6,SRADE
SGALE: I" - 10'-o
_ " I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST 13E
PROPER-Y PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB 5. THE ENOI EER RESERVES THE R16M TO HAVE SOIL TESTS PERFORMED TO
3164'LONG WOOD STAIR TO BEACH
GRADE IN ACCORDANCE WITH 7HESP SPECIRC.ATIONS,USING THE COW M THE BUITABILIIY OF ANY FiLL MATERIAL THE CONTRACTOR
NEGE56ARY MEATS AND MATERIALS TO PROVIDE THE SPECIFIED SHAM SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MWCMJM
PROPOSED 41r1 x t164'L.6 TIMBER STAIR TO BEACH] RF5IULM NOTHING IN THE FOLLOWNG SRUAWS CAN BE FORESEER LIFTS EACH LIFT SHALL BE COMPACTED TO q5%OF THE OPM4H
THISREFORIE,NOTTMN6 IN THE FOLLOWNB SHALL RELIEVE THE: DENSITY. COMPACTION SHALL BE AC 4PLI5FED AT NO ILE55 THAN
CONTRACTOR OF THE IRIMP011458UTY TO NOTIFY THE ENGNI ER OF OPTTMM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM DENSITY AND
YS • '. SPECIAL PROHLE45,AND IN THE END,TO PROVIDE A SOUND SUB 6RADE. NO OP`T1HUM
MOISTURE RUBBLE TRASH.C40NTE T 5 OR OTHER DEBRIS RILL BE A 57M V A5
2.USING SOIL TEST DATA
A.AT ITS OP'T10t�,THE ENBINEBR MAY FROMM 501L TEST iIFORMATION II MAME U IN ANY iwA61-
tt4' ~.. (0' t6' 4A' t13' 4A' ti4' 4A' #2i' 4.0' t43' 4.0' E4' TO THE CONTRACTOR IF PROVIDED,THE DATA WILL WHIM 6. FOR UNSTABLE SOILS WTH LE56 TWW 2W P5F GOHES4014 OR ULTMATE
•'' . GLA551FIGATION OF THE 501E N ACCMORIDANGE WITH THE UNFIT 501E BEARIN5 CAPACITY OF LE55 THAN 500 P5F,6EOTIDMLE FABRIC SHALL
GLA651FICATION 5Y5TEM(ASTM D2461). THE 516NPIGANC.E OF THE BE INSTALLED IN ALL UTILITY AND PIPN5 TRENCHES AND TM34OLES TO
' I _ DATA WLL BE INTERPRETED BY THE EN611EIM REDUCE M6RA"OF FINE-6RA M D SOIL AM SEPARATE 01551MLAdR
4t4' 45C1 Lr ;.+ 2x6 JOISTS,GGA TIME3ER TYP AT -a
EI'mm '•''•. •f PLATFORMS/LANDINGS,UAN. B.SOILS DESIGNATED AS HIGHLY EWM 61VE(041,MHO,AND OH)MAY FILL MATERIALS:THE 6EOTEXTiL.E MATERIAL SHALL OVEFRLAP AD4AGENT
STAIR ...'.•�` 4k4' (SEE 6EN.NOTES,Mob 6 4 q) ' FLOOD o FLOOD !� REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT HM 6B07EXT'LE MATERIAL BY A MINIMUM!OF 12'AS IEGESSAIRY TO COVER
N SUITABLE 50115. SUCH SPECIAL TREAT IENPr WILL M DETAILED N THE THE INTENDED ARM 15EOTEXTiLE FABRIC%U BE 6WI�TYPAR
y2 ( ZONE ZONE SM BID DOCUMENTS F THE COST 15 TO BE NGLUMP IN THE 3401,67FI5OD(,OR TYPAR 36O AS W44MM BY E)OM CHEMIG&AT
LADE PROPOr�97 4'RIDE WD STAIR MASER' 'AEI3' GONTRAGTORS BASE BID. I-8017-54-EXXON
•'�''`;' + •,• WRRILIM6 TO GODS _x 48.0'
-- (TYPICAL TI4RAIGI-IOUT) -- .. _" _- -- - - - �
G:SOILS DE516N ®AT A8 HIGHLY ORSANIG(OH,OLD,AN7 PT)MAY 1• BAGKRLI-HI'16 TANCFIOL.ES,ETC.:
SUITABLE SOILS
- - - - - 96D'
PROPOSED RB:;W;E SELECTIVE REPLACEMENT WITH . THE TEED FOR ILL-FOR ANY EXISTiNG TATKHIOLFS SHALL MIST THE REC;MIIREt1Ni5
' - - - - 4kb= - - x 4'W x±164' LG 'i AND THE EXTENT OF TR5 TREATM[Wr WLL BE DETAILED N THE SITE OF THIS SECTION.LIKEWISE,BACKFILL FOR OTHER HOLES(LEFT BY
TIMBER STAIR DOCUMENTS IF THE CO5T 15 TO BE INCLUDED N THE CONTRACTORS
RB•10NAL OF 54IM•iN6 POOIS,BASET•ENTS,ETC 94ALL GOM'LY WITH
THIS SFGTION ALSO.
- - 8. BACKRLUNG 7RE4C+E5t
" Il
x 9z o' BACIT-U FOR UTILITY TRENCHES SHALL BE WELL-6RADELT,CLEAN,
II - - II - - -- - - - -- - - - - - - -- "- -- - - - - - TO BEACH s�.. D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE
II_ _ II x 90.0' StL='GONSTRUGTION DETAIL' ENGINEER OF ANY C.ONI7ITIONS Rt-QUIRN6 5P7=GIRL GON51D8ZAT10N NOT
U II - - - - ;:M :':.:.. FOR ADDITIONAL INFO AND I ADDRESSM N THE SITE BID DOCUMENTS• THE EXTRA COST OF FRE%WATEt SAND,FREE OF 511E AND CLAY PARTiA.E'.5!BACKRLUNG
'R IMMEIPIATELY AFTER THE LINE OR 4k4' - ,::' - -- - - ?T -- - --- _x 88IJ DIMENSIONAL EEG21MNi5 UNANTICIPATED REMOVAL ALL BE BASED ON THE UNIT G05T5TO
n. II II ;• ;'• - x"86.0'_. hHES DWG) PROVED®WITH THE BASE Bb THE COST OF UNANTK.IPAT®LIME PRECLUDE CAVINS OF THE TF43CH SIDES. PRIOR TO INSTALLATION
ti
Or-
HD b'MINIMUM PENETRATION LI D6 - - - - I STABILIZATION OR OTHER SPECIAL TREATMENT WLL BE NEGOTIATED. THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL IBE PROVIDED.
Al UNDISTURBED 501L REQ'D _ I -- -- _ - _ _ -- --_-- _ -- -
GAL ALL P05T5 UDW 1j-- - -,- - .;, x 84D'
U I TSIVE THE PAMN&SHALL BE FILLED AND C41HPACTED AS
x 82.0' Nq. AREAS
CRY WITH SOIL GOMPLYIN6 WITH THI5 5EC EXGEPf THE TOP 6
I.THIS COMPACTOR SHALL BEHOVE ALL VE6ETAT10N,Sl1RP1115 SOLI, WINC
HES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6RAS. AFVS
REaWN6 CUT SHALL ALSO BE PROVIDED NM b INCHES OF NA71VE
-`D I- h - - - - •,;•t'- DEIlOLMON RUBBLE,AiN<D OTHB2 aveiMRABLE MATMIAJ S SUCH
x 78.G' - --- ''' _ - PLAN ______ _x 78.0' ( MATERIALS SHALL BE PROMPTLY HAUI.B7 FROM THE SITE AND
TOPSOIL fOR GRASS. FITUSH GRADE FOR THESE AFT SHALL 1L:I INGHI
-- -"II - -- - - -11 - - - - - - - ". 'i�' = ----- - DISPiO��D OF IN AC40MAWE WITH 60VE RNING LAWS AND GORES.THE BELOW TOP OF C ;n Af EA5 SHALL BE SLOPED TO DRAIN AT A MAXIMUM
x 76.0 ll II - -- -'- - - B - - _x 7b.0' CONTRACTOR SHALL SHAPE THE SUB 6RADE N ACCMORDANGE WITH THE OF 4:I 11 E55 OTHERWISE INDIGATHD ON THE SITE OR 6RADIN6 PLAN. •
x 74.0' _- ._ . - ._ -- -- - p - "- II - - -- - x 74.d 6RADING PLAN,TAKING INTO ACCOUNT THE THK�5 OF THE PAYING CN61(TIIONN TESTING' U
- -- - - - - - - 11 -- II - - - -- - - - - - " " - - - - 1" . - - - - - - I 5Y5T8N. THE TOLERANCE
OF THIS ROU6H 6RADEN6 SHALL BE WTHHN L-L- RVE IE NUENT LAN30RATORY TO ■
ETH6,A6E AN TESTING
x72.0' II - {I - -- -- - - ---- 45c6' -- - - :.- -- - -�-- - x12
' • " -. -- I PLRFORr4 A STA�TDAFa2 PROCTOR TpST DI551) THE FILL
- --- ._. ..- - -- - -- -- - - -- - - -- - V2 HIGH TO I IANi. DURING THIS OPERATION THE CONTRACTOR 5HUVI_ 0) 1A67M ON
x 70.d �D LHU6 �,.; c•,•.,..,
- - - - W iT13IG11 - - - �`- EXISTING TREES _ x 10.0 NOTE: NOTE ANY SOFTAFEAb THAT BECOME APPAFBNT AFTER TRAFFIC BY MATH3zA.(OR NATIVE SOIL PHZOGTOR TEST(ASTM 121557)ON THE FILL F
,?�SHALL BE REMWLD AS EE6Ib GOTLSTRUGTHON EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS MATHZIAL(OR NATIVE:50L F NO FILL 15 USED)AT LEAST 12 HOURS
x b8.0' fi TO ALLOW FOR BFAO STAIR x b8,0' FOR DETERiMINING THE METHOD BEFORE THE CONTRACTOR MTIATIS COMP TION AND A NUCLEAR
x bb.0' - �s'+' •• "; +, C06TR. AH'PROX. TREES x 66.0 O R I N G �� I�IF'Y� DENSITY 6AU6E(ASTM DZA22 AND A6TM D"V OR 5XV GONE(ASTM W
01=TREATMILIT REQII �
- -- .-. -- - " -- ._ __.. - -- -_ --11-- --- -n`Q? - '- - ' ; - - '"'N- - EE, • - -- - I 2.MAINTAINING DRY SITE C.OHDITO&
�' WILL REQUIRE MONIT �
h)
I ,•. •. SHALL AT 6R#VE
x b4D__ --- _ - �- , �:; . ��`' PW6)IMT AT A MINMUM OF THMREE RANDOMLY SELECTED LAC�ATkM TO
-- -- - - -- ----0- - - - --I - ,.� _' -...'- - xb4.0
-- � , - ,.__•-{;.;� ,T (LEAVE Roots N PLACE). --- -- - - OVER 3 G R O W I N G SEASONS. DIJRIN6 PREPARATION OF THE Sus GRADE AND UNTM..THE PAviT1515 N
," THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE OR
PRUNE I/8" OF LEAF AREA x b2D' I THE
PROPOSED NEW _ _ _ -- -- -- - x bo.0' - -- ---II - --- - - _� MEASURE THE D£6�OF GOMPAGTION OF SURFAGE'SIA 00 NOT MEET
6RADE F _ Q
BUT RETAIN NATURAL FORM `, c�''..-----__ - -- --- - - - _ _x bz.a OR B(GEED D66RIE OF COMPACTION ST:r FEP IN 7HS SECTION,THE 1.JL 1f�i •, FDCISTIN6 VE-Fi)=NATION MEASURffi TO OBTAIN AND TO MAINTAIN A DRY 517E GOHDiTION.SUCH
SHRUB/BUSH PER - - - - - I- - - - - - - SHALL REMAIN IN FLAGS,DELIBERATE - 60.0' MEA M 5 SHALL RWJDE PUM`M OF FREE SURFACE WATER,MINOR COST OF TE571N5 WLL BE MIXICTED FROM THE GONTRAGT AMOUNT AND m
SPRAY W/WILT-PROOF x 58.0' _-- _-_ _ -- '';+ HAND AND/OR KA04M SHAPINS To FAuuTATE KhTER REMOVAL,ATD LLI �D �
PLANTIN6 SCHEDULE ---- -- - _- 11 _ -- -_- _t;;'•- - _ _ - _ _ CARE SHALL BE TAi�N NOT TO DISTURB _ - - -_- _ - - 58.0 THE TESTING(?�WILL BE REPEATED.
L AGGORDIN6 TO MF6'5 11 ROOT BASE OF EXSTiN6 PLANTINGS M AREAS OF POTENTIAL OTHNER OPERATIONS TO 5P®DRYINI6. IL THE CONTRACTOR MST REMOVE THE EXI5TM MNTARY 15Y5iE Mi IN X Z
MIN 3-0 O.G. x 5b.0- II •t' x 56.0' 3.NATIVE SOIL CCHPAGTION=
INSTRUCTIONS IF - - - - - -- --- --- - -II- - �1-- -- -- - --- ; `,,-- - _- - -- -- - - - -I- -- ---- - -- - -_ -- - - DISDITURBAT'URBEnE AT T � A�GGORDANGE WITH THE STANDARD'S of THE S.cnHS. cc»NiRACTOR IS �'- Q ,d�
RE VE19ET TE AREAS AND 00H�ON-E55 NATIVE SOIL SHALL BE c0WAGTED O
x 54.0' 2x10 TREADS,2x12 STRIN6ER5, :x 54,0' RE5PbN518L.E FOR ALL INSPEGTbNS AND SIGN-OFF OF SALINE.
' NO 101'%OF THE OPTIMUM DENSITY RESPEGTN9.Y PRIOR TO � CO � Q
FOLIAGE 15 PRESENT -- - ----- --- - - -- --- - - - -- II - -- -- -- - - •-��:�-t: :;r _
- - --- )(50D, t J_ 4xb POSTS,2x4 GLEAT'5 - - GONGW510N OF STAIR CONSTRUCTION 11 CONTRACTOR(5 ABLE FOR HAVING THE PROPANE;TANK i�D
_ --- - -- T �x 52D' PLACEMENT OF FILL. m . '1 N
GROUND LINE TO BE SAME
- - - - - - ' FAY;-- - -2xb TOP RAIL,AND 2x4 MID RAIL - OUT AND CERTML®AS EMPTY PRIOR TO RELOCATION. Q =
4.FILL SELECTION AHD COMPACTION:
AS AT THE ia1R5ERY x 52D - - - T - - - - - - - X��d THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOW1145 SKI BE I-LI n
ESTABLISH)=D VEGETATION x 46.0 - - -- ---Ip- - --- -II - ;;.• -- "--- - - x 48.0 U5E2= �•-OR MEANS Of: 5TABILIZATION x 46.0' 11 - __- _ ,+j~,;,(� ';;•� _ - __ x 4b.o' SOL 0 TO 6%FINES(OOD2 MM AND CERCBR ti),
18' MIN. FOR �' -- - - - - - -- .. -- -- --- - - - -- - -- - ---- - - h ,
PLANTS UP (PLANTED GRASS)=5 AND/OR - - - - - -- -- --- - - -- - - - - - - - -- F f>!:': - - - x 44.0' e),
x 44D II 4k4'
TO 4' HIGH 11 � . ;•�,,�-�••; -5=AN7�'SOI15 TO OAS FTHEri<OA2 T'M AND GBR>
"J"````"'.' TERRAGIN6) x 42 0 - - - - -- --- -�- LND6- ,� - -;,;�, . x 42.0' OA2 MM AJD GBIR>8),
II •( SILTY 6RAVELY SOILS(b TO 10%FINES< LLI
20" MIN. FOR 'F SILTY 5WN 5OL5(b TO 15%FINES,(OAR MM AND CBR>
REMOVE BURLAP FROM -II - - I • } `' ' - - - - - x 40.0 -CLAYEY 6RAVEL SOILS(OVER 20%FINES<0.02 HIM AND GBR>5) LL_
PLANTS OVR I'•': '1'"`''' TOP OF BALL x`
4' HIiSH _x 38.0' -�_- - -1 _ - _ _ _` �' ` _ - ___ -- _ x 38.0' -GLAYEY SANDY SOIL(OVER OD2 MM AM CBR>5)
F <
I
205E FINES,
LL
6 MIN ::.: .t; ;.Y;' X 36.0' - - - - - I1 - -- - - -- - - - i- - --
BAGKFILL WITH TOP501L 4 _- - -- - - --- - -- - x 3b.o'
PEAT-MOSS 3:1 RATIO BY PLANTI NO SCHEDULE x 34.0' u 11 W
- - -- --- - - -II - -- - -- - -''I - - -- -- - - ---- - --
VOLUME IN cl' LAYERS-WATER PROP05ED 6RA55 AREA p i
EACH LAYER UNTIL SETTLED. x 320' x-0'
(MIX OF AMMOPHILA BR)=1(ILI6ULATW - - _-" - - -- ----------- - - - 11 - --- - -II - -- --• - - - - - -- - -- - -- -- -- - -
TYPI GAL 5HRU13 DO NOT TAMP BEACH GRA55 2-3 GOLUMN5 PER PLANTING HOLE 12' O.G MAX. WITH X 30.0' - - - 1 I - - - - - x 30.0' 9N61NET3Z:
PANIGUM VIRGATUM,5WITGH GRASS AT 2'-0" O.G.2 GAL. CONTAINER x 28p'- 1 _ _ _ _ _ _ x28.o' wAim "
b FORPLANT5UPT04?T, - - - ---- = p --I- - --- - -- - - - - ------
PLANTI NC DETAIL e=' FOR PLANTS OVER 4?1 I LW of`ter"„°"-�'Rv�4
AND PROPOSED NORTH)=RN BAYBERRY BUSH x 26.0 - -- - - --- - I x 2b.o 4 r r
N.T.S. - - - --I - --- I - - --
(MYRIGA PENSYLVANICA)To BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. See N�Tt I100D calla BALE+ tde!6
x24.0 11 -- - - - -- - - - - x24.0 a
AND/OR PROP05ED BEAGH R05E BU5H - - - - -- - - -- - - --
(ROSA VIR6INIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER x 22.0' - -� 1 - - -- x 22.0' � LONG • �� � �� ' / ' ;~
I- �
- - I-- - -- - -- `
AND/OR PROPOSED BEACH PLUM BUSH - - - -- - - -- - - - - x 20.0' - - I - - - x 20.0 � FLOW I � �C� ISLAND
l: I 7
(PRUNU5 MARITIMA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. _x 18 0' I( x l.d 44A x rWt6 NATURAL POW G441P PATH: ZONE
(SEE PLANTING DETAIL,THIS DWG) x Ib.O' - - -- --- - II II - -- - - x Ib.d FOR THE PURP05B OF PROVIDING 'AEI' 4 SOUND
- - --- --- -- - -�- BEAC44 ACCESS PATH PROM STAIR TO 5HORELNE. J c` 0
x 14.d SEE PATH PROFILE AND REQUIREMENTS ON DW6 No.l Id
- - - - - - - - - - - - I
FIBERGLASS 06RATE BENCH BY x 12.0' -- _-- __ - - - - - - ll- II _.
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MIcMGH0151-f671�B84-4653 xIO.U' _ x_12.d- --- - - -- -- -- - -- ------ - - - - r x12A' _ _ _ _ _ _ _x12:0' `
(wwwmcntcholsl cord)OR TRFjC - _ - x LOOM- - - - - - - - - _•- - - - - - t x IOD' .IFFY T.EIUTLER,FP_
BENIGN AT LO(GATIONS NOTFJD ON BEACH �'4'Stb'TOP RAIL _x 8.0'------- Il---- II_ - - - - - - - - - - ---- - - - -- -- -x 8D' - - - HAKE-4 JEL SD' .
STAIR PLAN(iTH15DW6) x6D'- _ _ __ _-_ - - --,I - - - -- - -- - -- ------ -- - - - ONTO-10-2024 - - - � x8.0'_
U----- --- --- - x6.0' � xb.0'
- --- - - - -- - - - - -- - - - - - - - - - - - - - -- - - - - - - - ----- - - - ij VEi6ETAT10W
x 4D' x 4.0' IOVM x 4.0'- --- ---- - - --- -- - --- - - -- - - -- ---- - -- -- - - -
TREADS AND PLATFORMS TO BE CL05E
M�H BAR 6RATIN6EYTkNIGH015 -- - - - - - - - - - - - - -- - - - - - -- - -- B" � - -- -- -- -
i-8TT-884-4653(wwwlmanlcholszm� 2'k4'CCA MID RAIL
ELEVATION 'A'
1 PROPOSED BEACH STAIR PROFILE W z ILL
22x6'GGA 0 16"O.G. 5TAINLE55 STEEL ' ' ' _
SCALE= I = 10-O
AHTTAAIL C�Mamcno CLIPS z NYS RESIDENTIAL CODE ( IRC 2015) U_ 01 X ZO
�GRASS SECTION FJZ314-STAIRWAYS O X (�
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V4'xb'TOP RAIL PLANT1N55(MIGAL) 5ECTION RR31455EGTION RR3142 TREADS AND RISERS.THE MAXIMUM RISER FE16HT SHALL BE 8-1/4 INGE5(204 ft a- NM Q
THE ETMlFINATDJINCHES
TF . PLELLALI
BETWEEN 1APINS,DOEE5 OF E ADJACENT'TREADS.THE TREAD SHALL ALLY EE� -
�-
2'xl2'CCA THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJA(:V TREADS AND AT A R16W X46LE TO THE TREADS
5TRIN6ER5 LEADING EDGE. THE W41KIN9 SURFACE OF TREADS AND LANDIM95 OF A STAIRWAY SHALL BE SLOPED NO STEEPER J
0 Ib'O.G. THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE GREATEST RISH Hf Z W16 WITHIN ANY
2 x4 GGA MID RAIL FL16HT OF STAIRS SHALL NOT EXC®THE SMALLEST BY MORE 11-M 3/8 INCH(45 NMI).THE 6RFATEST TREAD DEPTH CO � #• � - Q
WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE 5MAL EST'BY MORE THAN 3/8 INCH(q.5 MM).
3T-0"O.G. I -a SECTION RR55-HANDRAILS
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n6"CGA 0 Ib'O.G. c I SECTION R1015.1 HANDRAILS.HANDRAILS HAVING MINIMM AND MiALXIMNI HEI6+95 OF 34 INCHES AND 38 INCHES(864 MM O Z 0 LL (v
Si
AND�Hb5 MM),RESPECTIVELY,MEADVERTICALLY FROM THE 1NOSINS OF THE TREADS,SHALL BE PROVIDED ON AT
2-2'XIO'CCA �%y ( ( I LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAIL5 SHALL BE GOINT1T11011r THE FULL LENGTH OF THE 5TAIR5
GIRDER(TYP) a WITH RE TWO OR MO RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FL16HT TO A POINT DIRECTLY u-
}--POSTS TO EXTEND b'-0' AWA THE LOWEST R15ER OF THE=FL16HT.EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR U O
BELON UNDI5T11REIM SOIL SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE 5 THAN 15 INCHES(3B MhU � O
(MINIMUM) BETWEEN THE WALE_AND THE HANDRAIL Z
CL Z
4'Xb"CCA I 1 ;a CQ
P05T5(iYP) I I I 5C-GT10N RR3152 HANDRAIL GRIP SIRE.ALL REQl11RED HANDRAILS SHALL BE 0=ONE OF THE FOLLOWN6 TYPES OR
PROVIDE rWIVALENT GRASPABILITY. Q n
I I I I I I TYPE L RAWRAIL5 WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUT51M DIMETBR OF AT LEAST 1-1/4 INCHES � of NEW YORK CITY 800-272-"80 1 811 v �
LJ (32"AND NOT 6REATIER THAN 2 INCHES(51 MMMH). IF THE HANDRAIL 15 NOT GIRLILAR IT SHALL HAVE A PERIMETER DTgNet & LONG ISLAND www.dignetnycli.com or www.call811.com
I I I I DIMENSION OF AT LEAST 4 INCHES 002"AND NOT 64;EATER THAN 6-V4 INCHES 060 W WITH A MAXIMUM OW 5 (for other states)
I 5FL1iON DIMENSION OF 2-I/4 INCHES t51 MIN).
By law,excavators and contractors working in the five For safety reasons,homeowners are strongly PAGE:
I I I TYPE 11. HANDRAILS WTH A FERIMETHZ&;EATER THAN 6-1/4 INO E5 i160 MKI SHALL FROMM A 6RA5PA0LE FIN6ER boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type
Counties on Long Island must contact DigNet, of digging on their property.Homeowners can
RECX5511RE110N BOTH SIDES OF THE PROFILE. THE FIN6):R RECESS SHALL BEEN WTHIN A DISTANCE OF 3/4 INCH(14 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling
I I LJ MM�MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/I6 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For
IMU4(15 MMU WITHIN'i/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THUS REQUIRED DEPTH SHALL CONTINUE FOR prior to beginning any mechanized digging or excavation excavation work completed on personal property,
STAIR CONSTRUCTION DETAIL AT LEAST WD INCH(10 MM)TO A LEVEL THAT 15 NOT LESS THAN I-W4 INCHES(45 MM)BELOW THE TALLEST PORTION OF work to ensure underground lines are marked.Excavators it is the contractors responsibility-NOT the
THE PROFILE. THE MINIMLH WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE I-V4 INCHES(32 MMU TO A MAXIMUM and contractors can also submit locate requests online, homeowners-to contact DigNet.Having utility
SCALE: NONE OF 2-3/41NGHE5 C10 MIN). ED6E-5 SHALL HAVE A MINIMUM RADIl15 0=OAI INCH(0 25 W. through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. 2
I I (
1-800524-7603 for more information.
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