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HomeMy WebLinkAbout1000-31.-17-19 i :NG LTown of Southold SE 2026 SOUTOWN LWRP CONSISTENCY ASSESSMENT FORM PLA0ARD A. INSTRUCTIONS 1. 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). 3. 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 details.,listuma both supbortinu.and non- supportlue 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. B. DESCRIPTION OF SITE AND PROPOSED ACTION Ste##31.-17-19 _ r PROJECT NAME 800 Rabbit Lane Garage and ADU —Cl r-l�\Y� The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept ❑ Board of Trustees 1. 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) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: a Nature and extent of action: Build a 28'X24' building including a 493 sq ft garage; 178 sq ft finished first floor space providing access.to 672 sq ft second floor ADU; project includes new IA septic system and 20 ft vegitated non-turf buffer along both north and east sides. r Ph Location of action: 860 Rabbit La, East Marion Site acreage: .46 - Present land use: vacant property 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: Farther Out East LLC (b) Mailing address; c/o Dowling 1999 McKinney Ave, Apt 1201, Dallas, TX 75201 (c) Telephone mber: 516-459-5833 nu _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes R No❑ If yes,which state or federal agency?NYD EC 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 minimal size structure to.include new IA septic system and 20 ft ve-gitated non-turf buffer.around entire north and east side of.property; 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 a Not Applicable 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 minimal size structure which will include a new IA septic system plus a vegitated non-turf buffer along entire north and east sides o property. 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 0 Yes ❑ No ❑ Not Applicable Provides 20 ft vegitated non-turf buffer around entire north and east sides of property bordering existing wetlands to prevent runoffand help to minimize erosion into Marion Lake Attach additional sheens if necessary Policy S. Protect and improve water quality and supply in the Town of,Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria R Yes ❑ No E]Not Applicable new IA septic system included along with 20 ft vegitated nonturf buffer along north and east sides of property bordering wetlands to prevent runoff and filter materials from entering Marion Lake AMch additionalsheets 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 Project includes a new IA septic system plus a 20 ft vegitated nonturf buffer along north and east sides of property bordering wetlands to protect Marion Lake from runoff materials. Attach additional sheets ifnecessary 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 evaluatiop criteria. 0 Yes ❑ No ❑Not Applicable Includes anew IA septic system 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. ❑ YeD No 0 Not Applicable Attach additional sheets if necessary WOREING 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 0 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 ❑ No Fv]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 SY David Bergen TITLE Agent DATE 114 v� n~ �t •- ..�i�'�� -•>r��'' a �_• ~` _ - a.-=F's. �...� 'fir R., s � t J >+ �'�-� �' �' • ;►•n.�. +r' :t tea: �1 t jy � •ham ' te 4 All 491. p'n3 ••"i '�`.� �/_ `wP'�.�•'-� �Y ��. fin d W x m�¢ f\Finsee see sec xo ou 6z '�, IMTCN xe 8E 0 1' CM z NO ._ rcx E NO � � 1r �q, 4R ,awia.aunwu s., 's s , , n 9 of ,. e,..a.mmm '•i� {, 3 r � < 'r+ ,. d1A s 'o" ...rss,.m¢.,y „u 3+ 6 4, i ,sa �- w.zo yR M ,.+:. osz Lz 1 � d1'`,. s ., ei dye r :a oM1r.`� a ., z y,.a � r• .c �� b Q9y� R ♦ F('• ° s \�.'\'\ d .s a .,+ "t,+ s :.i awi a zz zoe § s zv s'icck 1 t w's rza.a:. or MAIN \N, ��; - +o.>C �t r ., a4. ,ee ..e; �rr..sn Tp.-'- ^ a M1,c. g., ._.ar.. •'t z ♦' .{ ^�°i_. y,z a kg ri -, .•�R+ 14 as.31 OT 4 a t�, s [,.� ♦���f a'a- t " +M,} C i'. �5��+. o e ♦ w+ r w ce h \ `.� t -e a F. ^^^' a^�Ai. gSM1�i'' @ ♦# q ziN�' zy, `'� Owl �E' dz m p' aac`Q 14s ae +san �, q 4 'Laalj ✓ a ir. 'f' 11,c�_+dea�•'--- _w+ p � '�•� euFraKca,xry ��+ ,,.Ao. � +. Q' ' �` .t$t '✓ < apt iY"' .,+ ,Y � s fis` 4 YMTEAAIRMOertv - ^0. L MFacr 9 M1 ♦ .`R+ ^r '� M1 , '� `.t `� t„� ,tt;;.`e t ♦ ,�, rya �. °""l r re�'e ;13. �' oron3c,s f ^er` :2 `,t -i.i. e.$;i �Aa .r ek' rt��. a'a s ' P ` �•••�•� .�.i- P y a��\M '* w a $, t.•7 is a x •^tti.? �.�� `' ! � r ri`d".,� Qj — tY,'✓' � ye ae\ y V "� r t 'f� �� a, ` !, as .'�' '. Y '+', rOMN OFBWTMq.D r•�a: \ \�� �` 5' r ISL 1 e � f .nr '5{t l n 'r a0 A `e'L�df',t r`A Q. '• r !'• `�.b � P 0 .L � MARION LAKE - � .:ti - ' se qi .^qT r,r, ♦ q�p � '•,t ,p °♦^a;. P k~. t,' .,p" yv ' � ;�., a n {x'N. ti•,A s z.i,' ba. o fit: $s ; ^°' 8 .. ,pr a tdr s ,a As zza .. sq-.. �. F �v tM1^ � s rM1\,\* a>�°>:�..+ a.a m M a d a M1 i y�l i t ti s .'a \, « at`` 't `fit.. /o1c �7' \. _�! y `m'a• �' •4 2• �` Vt ° MARION LAKE sat xE,m q' a r 9 11 ^r i zo.m e:/rta xo fs� sec s¢ ` »., +,. ♦` 'wq za - sz,w zz ':< s° .x 4`. (8 � ze s s r ,© ':. �' w ". t's \��♦i Ml fox Nu c C'' sc�sec NO r..a.«r•o...ax. t e a - 'rzsif It 1 e , COUNTY O S LK N nonce moo secnum+z; T F UFFO U R.el 14-N , r_, 1e ncy W ,urwAsnre ra,mon sus oa : 031 « sou,r,oEo s"r , � — ..� g xEt�rc ru mm.. „• .. .. THE AREA OF THIS PROPERTY IS 20,173, S.F. OR 0.463 ACRES UPLAND AREA OF THIS PROPERTY IS 15,432 S.F. OR 0.354 ACRES ALL ELEVATIONS SHOWN REFER TO NA VD '88 DATUM I � I�LAND`I NOW OR FO MERLY OF GORGA N A� NOTE ?�,:':;::'•'.:'•'. aL mz �` OVERLAP OF RIPARIAN RIGHTS BETWEEN SUBJECT •�':•'••.•':•:•'.�:{! � � � PROPERTY AND LAND OF GORGA. HELD A F I I DEFLECTION IN THE LINE TOWARDS THE CENTER il,':';•:,::,:.'� 1 1 OF LAKE AT THE POINT OF CONFLICT. :'•.'•:•'.:•;.� I I 1 I 4K� / 1 0 Imo'EUG �27 •'�:i/ �, JI 3.4' xC62026]LL' z CLEARING CALCULATIONS SoutholdTovVn M z EXISTING CLEARING IS 7,630 S.F. Board o Trustees LU COVERAGE CALCULATIONS z :f ...� \ 1 I ALLOWABLE COVERAGE IS 3,086 S.F. (207) :.•: N I FLOOD EXISTING COVERAGE IS 0 S.F. (07) vP '..:::..:.:..::...:.:.....�\\ 0. 11 ZONE V FLOOD \\ 4, I ZONE :' ' '•' '•'. •'. .'' bi a L� • %•�•':•,:':'•;•;::,�•:•;:':•'•ice 3 �`'�•'••'•'••'•'•'•'�•',':•••.:•'•••'•••'•••'•••.••'•• •� \ 1 �•..... .. ..gam / _ 'J 1.�11�DJ''' AE 6 ` O�z XAN T7I O LA Lh ' ` 1 O 3.2 1 :'::•'::•'::•': e� x 3.1' I \:': : 'U 0 ��WAS DELfN�E.4AND 7ED BYUNDARY � / ¢N SUFFOLK ENVIRONMENTAL CONSUL7ING, IN6 �• I �:':' / 1 `b -A 6/23/2020 3.7'(:)� \o I \•� 1 pip IV 3.8" x 3.7 1 \ x 3.0, �O� 10, 00 ��� J//� 5.7' ��� J�/ GfLP •n bc ZONE a OT / �F.0' nb` C1��'•�'y� 0�2,�=Y 1�000 11 4.0' x 1-1 FLOOD \ 0�. ZONE r <1 E 56 6v �� PER TO. FZs' ,�50829.. 4�� Thomas Dowling �4' Maureen Dowling GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. NO. 1000 — 31 — 18 — 19 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: EAST MARION TOWN OF: SOUTHOLD Surveying and Land Planning SUFFOLK COUNTY, NEW YORK 527-B Hawkins Avenue Ronkonkoma, N.Y. 11779 DATE: 7/9/2020 JOB NO. G20-5879 SCALE: 1" = 30' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND U77LI77ES AND/OR EASEMENTS OF RECORD TVIS SURVEY IS A VIOLA 77ON OF SECTION 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCA77ON LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. -_ _ i SITE DATA GFA CALCULATIONS j - LOCATION: AREA: ° PROPERTY: 20,173.0 SF 0.463 ac. PROPERTY: 20,173.0 SF WETLANDS: 4,741 SF WETLANDS: 4,741 SF O•' o- LANDWARD: 15,432 SF q• ' LANDWARD: 15,432 SF ESTIMATED AREA OF GROUND DISTURBANCE: GFA PERMITTED: 2,779 SF e . / _ _�ry`;a ♦r.::.;:; w lv ' V] .z -- - O PROPOSED: PROPOSED: AREA LOT COVERAGE: GARAGE: 493.5 SF �� ° HOUSE 672.0 SF 1ST. FLOOR FINISHED: 178.5 SF ►v`��` /.' `:� nj Lw/1 2ND. FLOOR FINISHED: 671.9 SF 0 COVERED LANDING 14.3 SF 114•. •�� p a O 2ND. FLOOR BALCONY 180.0 SF �'O �''• - * TOTAL GFA: 1,343.9 SF EON -�' i (OVER 36 SF LANDING) fi 4\N,�--�" " __ _ _ ,:�<:� P4 TOTAL: 866.3 SF 5.6 % - �"'- •�-- -�- - - - - - '�. a SETBACKS $;, - - - - - - _ - ��P :;•° HIGH WATER ? FRONT 40 •,�-d��� __. _ __. -_ ._ _� 3 -- - - - -`'° 'LL: METES AND BOUNDS: GARY BENZ, L.S. SCTM: 1000-31-17-19 REAR 50' _ ;. Z; Q DATE SURVEYED: ELEVATION REFRENCE: SIDE MIN. 15 t - : : 'a"URfBUIR'° ; ':;:;:;.;:; ;.< qF0 _ ;N. p JULY 9, 2020 NAVD1988 �• • � ' i N �'a TOTAL SIDE 35 % 4 TLA S FRESHWATER WETLAND BOUNDARY -P AS DELINEATED BY SUFFOLK ENVIROMENTAL CONSULTING, INC. 6/23/2020 GRADE EL. 3.0' t p o� -n a -NTS- - C� r z TEST HOLE INFORMATION �c TIGSHED 1 ,Z 1 „ < , ♦ , '9 SANDY LOAM PROVIDED BY SHAWN BARRON 0 1 fOg REMOVED - F) a . T a• .5 (SM) EL , PROPERTY LOCATED AT �OMWA 1.3 1 Z I, i qF6 0.0 t 815 RABBIT LANE h o EAST MARION, NY 11939. o T♦ N , • a ♦ s T , M + 15'X 12'BALCONY "'' ^• I a E p DATED 03-27-2023 DECK I (2ND_----- WATER IN .� h ♦,N.;• • • •;. <.�., w DEPTH OF TEST HOLE 10.0't ` . ���`' " Z ILLIA EMERSON SANDY LOAM L 12'X3' ;:;.;.•:•::;: -- 00, N O FW �1 - �--+ W/GRAVEL (SM) LANDING : _ ._ : �.�� ' ? UNDEVELOPED EL FUJI CONTROL PANEL AND MAC BLOWER ASSEMBLY XI INGCLEARINGLINE _HIGHEST EXPECTED GROUNDWATER t , -0'5,t STATEMENT: 1 5 ' TO REMAIN AS-IS ti 0 so to PROP FUJI CEN-5 I/A OWTS WITH 90 DE '< 8 oM I�'i r1iTEST HOLE SHOWS GROUNDWATER DEGREE INLET HI WATER IN ENCOUNTERED AT EL O.Of ADAPTER AND DEADMEN FOR ANTI-BUOYANCY 'B '� 8 d I _ �< _W GH WA R MIXED SAND HIGHEST EXPECTED GROUNDWATER pEF.OS y PROPOSED : : :;y; �/ H O W/GRAVEL (SP) 0.3t FOR HIGH TIDE N /O/F s ; ; / w EL NOTE: ENGINEER MEASURED 2 STY. USE 2 STY HOUSE as'x3' t; ` ' "°' HOUSE W ; I M b� r o b -7.0't GROUNDWATER AT EL: -0.3't AT �' '� i 0 4p00 TIME OF SITE VISIT, a ( 24.0' D' (LNl�G)` • O iti O C�GRAVEL 8.5 WATER ENCOUNTERED AT PROP. NUGENT & POTTER SIMPLEX PUMP STATION AND a 15Eo,'6 RA1s�E P •f� EL 0.0't PF-3005 PUMP �� '6RIVEWAY'W1TH=i i A 1 SEPTI'OAREA'UNOER' ) '<' ` '.•' ':'✓ P I °'�• h20'NON-TURF BUFFER,• '� � HIGH WA R s, BY ENGINEPI( TEST HOLE PROVIDED BY: SHAWN BARRON M.S. COBB'CURB CR�>� n "^ "^ "^ > > r TEST HOLE LOCATED AT: cuRB _ n „ " I .. Y V 815 RABBIT LANE, PROP. GEOMATRIX 39-INCH WIDE EAST MARION, NY 11939 GEOMAT PSD TRENCHES: . .` >' ° , _ 1ii0.69 DATED: 03/27/2023 TWO (2) 17' x 3.35' ROWS. >>o'u►iii "_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAINTAIN MINIMUM OF2' SEPARATION >' ' ' ' 'r n " _ _ _ _ _ _ _ _ � � 0, FROM BASE OF LEACHING STRUCTURE TO HIGHEST EXPECTED GROUNDWATER. I+ �`° 0' /./ \•\ TWO (2) 8.5' FUTURE EXPANSIONS. 0 211 5�11 �F. O�� w NOT TO BE INSTALLED S 51 ti I-vv= , ;- -- _- / \ ( ) ABgI� ROP 2AF6 !..` ? -_� R z io 4 2026 o W I SUUf:::d + SITE 1PLAN SCALE: lit = �0'-0it '00%RUNOFF AT DRYWELL O ti0 LOCATION: SF AREA:2•RAIN PER HOUR PROVIDE: DRYWELL CAPACITY: Q 61.5' 40' 1PROPOSEDROOF: Bib SF 136.6 SF (2)8'd1a.,2'deep 84.4 CF ea(168.8 CF TOTAL) - - N / \ OGEE GUTTER-STANDARD 5" PROVIDE UTTER AND ROUND DOWNSPOUTS / \ NOTES: ku U) A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR /• VY ,\ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. fYl Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. N h 3.INSTALLATION! A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. •� l.To 1).GUTTER TO BE PIICHFD TOWARDS LEADER I"TO 2"FOR EVERY 90'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. \ a).COPPER/l :RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. I I DRY WELLS TO BE 10'MIN. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL DRAWN: I AWAY FROM HOUSE CONNECTION WATERTIGHT. SCALE: I I 4).PROTECTION: JOB#: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. a � O B).TOUCH-UP,REPAIR OR REPLAN DAMAGED PRODUCTS BEFORE SUBSTANTIAL 2/2/2026 15.0' 83,5' C ° COMPLETION SHEET NUMBER: SKYPLAN E ELEVATION STORM WATER MANAGEMENT DETAILS 1 j/ w a is :fs� i0s f ��e , � a H. L n•,,..... 5j .� .�£,,N E ,i;iz,r ;4�, �'a- ,��,n"dc �„ �-� 'i: � xF �. .,�t e•,J-' v �,� �y sfR v i np �kr 2'..sr,#9ks" � �G,.•� E; �� w E M, w ,;•,:. .>_ x;:.e ,<�a-:• sex-�.....' C \ O IRMO IF ME f � <..>w �., $ r. 'A- --�.<;� 2�-.tii�: �r t t N y •3 'r.?t �. ; ��N.�a, i E B T a 0 ! r :N= _.; ,w; :. a'' �: ,•;`, �: �'::' ,°'£•s'>.: R ��'� .`."`� a �•: ,'T. ,.. �rzr „.�, r «?,r''s"� � 7 ate' �..... B•. .{�as"�;"-"e.'„�y,r s6 � ,.a .�.>�_ �B?': ,.�5 ..�s� h :i ra.�:� ,u , z•° 3 3,'X 5 ,.�> €kWY. Y�. 3f,._ \� p./P �:A �`"' 111 ( &�` ,� s � � s&: �. a�t �':� t��x � a�s a:. •¢ y amst'. ?7 _ y .._.m .:r •,� €� Fps �\ �. �� „s� x � 3 �„ "�. i I € - E, - «±--:'�s„" ........... `"f.t B i� r .EB,,. ; --x-.,. Y £ ,,.� E .{,. of t ,, .s✓s 3< &r4?, W SOUTH ELEVATION EAST ELEVATION o SCALE: 1/4 = 1 -0 SCALE: 1/4 — 1 -0 00 00 Q 3��' .. .r"s a8 .>a•. 2 3 E l is. .'•�.... €G e s'4w rn r O K. 7iyy i M x m o.4 z u; n � x E f 'ys m ,z:::. z- N: .,,. B^ •. ,,,,fiz „�' ..« ,:, j,�.��ns,N�of , _. ° '"`�' v Y a ° , r " aa E Nk, d. l F�1 f \ B fiv 4 u N rci «u x x k•'. x Y e2. k Bf I t kf N. al. e� r n4 KR S a: 1 E., ,,., 4,� 3 1 z' �.*,.'' s:.•t•.�� � °'6x� s>t r :,xk ,•a ;tt,' Sa,x ;l «at' u�- 9 �f h 4 :t; b x .e d, s z � z , 33 ° E w ►Yi � y � a is iY 3 i Y S „k, u f" Y M. .N,°s.�� `� :� •..� ,,."`a ,;� .,? N,�r �.\. Nor,;�� ,✓ 1 'i6. r m Rz, { F rR'�mgti' «. ;. '�'•..'.'r.�;«n, ➢ ,aa,#3� ' hw'?.�, gue� �.�.'�..,« ,. ,. ,.?a°•, ......,� v ,.�,: NAP"'w 9 DRAWN: SCALE: NORTH ELEVATION WEST ELEVATION JOB 2 /2/2026 SCALE: 1/4" = 1'-0" SHEETNUMBER: SCALE: 1/4 = 1 -0 3 CA 28'-011 lo 9'-6" 9'-0" 9'-611 W Q T-2" 13'-811 7'-211 ol W __!- _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _I_ O^ � I I A 1 1"t"1 1 ., I I I O I 1 I 1 It -- ----------- -------------------------9'-0"-x4"---- --------------------------------- ---- - ----------------- I 1 I I t 1 GARAGE E 8"CMU OR P.C. DROP SLAB 8" ; WALL,TYP 1� O .0 cC J 00 0 II�� 00 O O O � N N I i I E i 1 I E r i I I O t ! 1 ! N X GJ td v z I W he I V m v m c 1 E E i I Pn c I 1 t M i Lo U r ++ I � -----`8'-3"-x4"------------.____.-------8_-3"24-t, _______________________._------- -.._ 0W c. 1'-9" 8'-311 8'-311 8'-5'/211 1'-3'/2" w 28'-011 F" u O Q PROPOSED FOUNDATION PLAN SCALE: 1/4" = V-0" u x DRAWN: SCALE: JOB#: 2/2/2026 SHEET NUMBER: 4 Q 10 28'-0" w V1 ol 6'-6" 15'-0" 6-6" ol le "I - - - - - - - - - - - - - - - - I I I I I I I I I I � N I I 8'-0" lie I 12'-0" I 8'-0" I I I I CONC. PATIO I o I I m AW251 I FWH906115A'SR I .1 AW2 1 19'-9'/2" ol 7'-4" V1 LAUNDRY o ROOM a W/D Q W n n u n--------- 0 CC °O i u n u n O i n u It " r1 IN;6'-P"QEIGHT F--1 UNDER STAIR GARAGE o - - -------- N ---------------------- ---------------------- 2'-6„ 3'-0'/2" --- ---- rn 6 r cn O z wax u E 0 v 0 MUD ROO �'r `� \ o 0 o CONC. 20'-81/2" 6'-5° '" PATIO , w3 a 28'-0tv 10 O V) N 1ST. FLOOR PLAN SCALE. 1/4 - 1 -10 u x DRAWN: SCALE: JOB#: 2/2/2026 SHEET NUMBER: 5 O 15'-0" Q O O BALCONY 0 ol N 281-011 3'-4" 10'-8" le 10'-811 3'-4" AW2251 9'-9" AW2251 .a 36"X 72" SHOWER w BATH O •:w N LIVING ROOM 42" I I I 1 d I 1 1 I 1 I W IpII 1 1 1 —_____—_— 1 1 1 1 1 00 _ ^O N "5'-Q 2'_ --------- a3 N C� •--------- 12'-411 n R ----------- BEDROOM M v 52"x 40" 7-9 PLT H KITCHEN o N ^ O 8'-T/2" 3'-5":o o M 2`4 PANTRY o w ® OO 00 R PLT HT o • P -2 0 a CW235 8-0 PLT HT CW235 u 3'-8'/2" 20'-711 3'-8'/211 w 3 40 28'-0" d u O 2ND. FLOOR PLAN — � N SCALE: 1/4n - 1 -On u x DRAWN: SCALE: JOB#: 2/2/2026 SHEET NUMBER: 6 O Q O NEW ROOF TO BE GAF TIMBERLINE O ARCHITECTURAL SHINGLES, INSTALLED 12 , 12 OVER 15# FELT OR ICE &WATER UNDERLAY a 3 � 3 ON 4" OR LESS ROOF PITCH. INSTALL OVER OC , i / / ♦ ♦ ` 2X10 RR @�60 5/8" CDX SHEATHING o 2X � / ♦ � C / 2X8 CJ @16"OC ♦ - - - _ _ - _ - _ - _ TOP OF PLATE _ 12 i / ♦ 12 10 i / / ♦ 10 NEW SIDING TO BE HARDI-SHINGLE / a ♦ w/ HENRY BLUESKIN UNDERLAYMENT / ♦ N OVER 1/2" SHEATHING. (EXISTING / ♦ SIDING TO BE REMOVED) KITCHEN 0 LOFTS 2X6 STUD WALL (TYP). q co ' / ♦ � w / 0 o ' xo 3/4" SUBFLOOR TOP OF S.F. H � - - - - CE 14" TJI FLOOR SYSTEM w —TOP OF PLATE00 - o Q O GARAGE 0 cl) M O CQM 0 ., a Lo v2 v TOP OF FOUND. 40 12"dia. — - - - q 4 rn U M c a a a a a a CONC. PIER 4t 4" CONC. SLAB aL b 4 : 0 W ne 0 n a W v- . o' v- pp .. 241IX241IX12" 24"X24"X12" 24"X24"X1211 CONC. FTG. rp o CONC. FTG. CONC. FTG. Q N CROSS SECTION A SCALE: 3/8" = V-0" DRAWN: SCALE: JOB#: 2/2/2026 SHEET NUMBER: 7