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HomeMy WebLinkAbout1000-104.-13-2.4 OFFICE LOCATION: �� soUjif0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 _ �Q Telephone: 631 765-1938 'r4UNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2021 Re: LWRP Coastal Consistency Review for FABIO PASQUALE GRANATO SCTM# 1000-104-13-2.4 Douglas McGahan�onbehalf of•FABIO�PASQUALE-GRANATO requests a•Wetland'Permit to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3'x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber planters, 3'8" in width outside of the decks to conceal the foundation height as the dwelling is to be raised up 2'; total dimensions of the house with wrap around deck and planters will be 68'4"x 64'2.5" and located 49.4' from the rear yard setback. Located: 1725 Nassau Point Road, Cutchogue: SCTM 1000-104-13-2.4 t r. The,proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the t Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)*Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. On August 15, 2019 the Zoning Board of Appeals granted alternative relief for this action requiring that the proposed structure be located outside of the FEMA VE flood zone and the installation of the I/A OWTS. 2. There is no ability to relocate the proposed structure outside of the FEMA AO flood zone; an area that may experience flood depths of 1 to 3 feet (Figure 1). '.� ra riassa�Noun itn i Nassau Point Road,Cutchogue X Show search resulmfor 177.5 Nassau__ ' VA �U ME x"0.2 PCT ANNUAL'CHANCEyFL004 HAZARD ^'��� u e ���" � �� s s y '�' .�-s �y,� ✓ � ,y4sf' `��3�,,..�{:�:;�a y+> .5 . '}a,=' 1725Na'sauPointRd �:i�, �' �✓ l u f .Ys 'y ' 4i� ♦+��n .a �� W.Y +�, Lie*k4 ... a, , _ ;' w� � ^��?I '.5 _ �.r tri Figure 1. Subject parcel. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold t'a i IED LWRP CONSISTENCY ASSESSMENT FO JAN �G2 L J _ s�utl-<<z,�10 W,-, A. INSTRUCTIONS Planner.; ;ard 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 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. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# (Dq PROJECT NAME^ Ce The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. [T Board of Trustees 1 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: Nature and extent of action: Gum �r�J PE�-AaU5Q .a �xc54`e. wee ;Ss e 1D &&5CS� � , tarns 2 �t,ty dh-�v ` D.W. C ., ,.LLC RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS TELEPHONE P.O. BOX 602 (631)734-6270 CUTCHOGUE, NY 11935 December 30,2020 PROJECT DESCRIPTION, Fabio Granato,1725 Nassau Point Road,Cutchogue, N.Y.SCTM: 1000-104-13-2 The original plan was to demolish the existing 1337 square foot cottage,leaving,the existing foundation and adding on to it.After the Zoning Board of Appeals decision,application#7305,we are now moving the structure back from the water by 9'in,order to have none of the structure located within the VE Flood zone and the entire new structure will be located,entirely within the less risky AO Flood zone, which comprises a majority of the 28,719 square foot lot.The new structure will now need an entirely -new foundation. The existing 8.3'x 6.3-foot storage shed located 7.5'from the property line will be demolished and removed.The existing 24.2'x 22.2'2 story garage located 8.3'from the property line will be demolished and removed.The existing 1337 square foot house and foundation and decks will be demolished and removed. The proposed new single floor dwelling will have a poured concrete.crawlspace foundation and wood frame house,with total gross area of 2,859.90 square feet, new wrap around deck with total of 2,854.64 square feet,front stairs of 198.17 square feet, rear stairs of 136.13 square feet and side stairs of 45 square feet.The pergola on the rear deck will be of trellis style and is 8'x 19'or 152 square feet.The total new construction represents total lot coverage of 9.5%.The total overall dimensions of the proposed house is 45.4'x 68'.the house will have a wrap around deck and 6x6 wood timber planters, 3'- 8" in width outside of the decks to conceal the foundation height,as-we�propose to raise the house up 2'.The total dimensions of the house with wrap around deck and planters will be 89'-6"x 64'-2.5". The purpose of the project is to create a year round home with larger bedrooms,living room and kitchen as well as a utility room to house the mechanical equipment,which is presently located in the crawl space and gets flooded in major storms.The 28,719 square foot lot is mostly level and is bulkheaded at the water side.The existing house,is located 40.5'from the rear yard setback,which is the high water mark on July 16,2016.The new structure will be located 49.4'from the,rear yard 'setback. i� JAS! - 5 202 ( i �--`So�i��atl Tovrn LLt�Fltu 't;C Q"_�� Location of action: L *?4 L Site acreage: Present land use: ,i lt4G L- R-r4 t u.r RRS1 OLNcE Present zoning classification: CLQ 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: PCL. a 11 5 V, AIAAt j (b) Mailing address: Q.1D. 13 04 civ 2 , ck s Lk d a U� Z�q q135- (c) 135- (c) Telephone number: Area Code L(S' 312 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 2r If yes,which state or federal agency? 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 [Z]"*No [ij 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 u No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section I—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 ies Pages 8 through 16 for evaluation criteria ❑ Yes No ❑ Not Applicable 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 El Yes u 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. ❑ d ❑ Yes No Not Applicable 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 �NoE] 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 I?fNo ❑ 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. ❑ YeJ&No❑ Not Applicable Attach additional sheets if necessary d • WORKING COAST POLICIES- Policy 10. Protect SouthoId'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 9 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 M 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 � No❑ 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 [jZNo ❑ Not Applicable PREPARED BY TITLE DATE W r s 4C�it"'f...3, r i x� ,,....•+ �; ^�` �5�f.Art s�.. : �§�3- r Pit W.Elvill ti. ��4�Ct�.:�•3:!i'�.�w „y,:t. & F e t �5" "ki 4 .ak z. � ��r,F: �y r.: -�A•*P,�� ���y.;�i�js: ."r �.�'�� �,.�"r. µ f�9iY .'?�''''�`e 3 � h°� �'I 14'� '�'d� ,r`€�jib"• � #. �� pt s "� �,� � ��, �k� "f�� � �,�,;,amu•, 1 r a r 4d +•� x7 '"I. �m"`���� r`�5�'&�.3.' EE�aa^t' -"it",�a *g, "«k`�' -a< r'r I '"'k �r"�`����"' r � R d 41 tl , x,. t � 1 1 s 1 � t d S a„1¢ i R I ) a' rt r( 7� In { 'C”t' t }` t uJ t.•��'rdt i�° 7 '} s 4 '" �Y �:G�i `f t r1�f 4r t"3 p 4 s '� ,tts,} � t f �•�1 �r i t C��e a „ WE S ,.. 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E FAMILY HOUSE RENOVATION NASSAU POINT RD CUTCHOGUE NY 11935172510/21 /2019 ARCHITECTURAL DRAWING LIST ;.,. .- Sri'@ftll�►!tl ;.j >zd t- ; �r 01 . T-001 .00 — COVER SHEET 02. S-001 .00 — SURVEY 03. D 001 .00 SITE PAN DEMOLITION L N 0 ® iirir,"r,a' `+ii",�V,''•r,ii5 'iY+j�",y ieii', ,.r,lrre.'eti e','e,a'`'r"6 J't: Ix'(r. :.,ri'�'`'r,',S r,b'4ri+4Fii•,, ,Yrr,"i,.°f••d:',r�•F4'.`. ,,..,tr.,q',. ?�';';'"t'.' :ti•=`; �i7D' :,'r.rAT,..,4''`';','<i';rS ., '.' tirF'.`d:`'„ i',t'+*'r�';tf.••• ': `'r ?'irr;..,;;i"'.;,,..,,, r.+r ,xt,r ':',+. r?i`r'•�'''�`'`";'?.;�•, �'":r��',a�a,.,�Si"."i,';'$�;,ig LPr T — !•ti'�Ir,`rerer:a`•i'r',vae,h';s'ere'rr,"1:ni,'°rx.:'te,F,r.,e`:F:rl,r„ei _ 04. A-001 .00 PROPOSED SITE PLAN �i`r'` i..r, r. r,5, ,`'P• �"'`, 'l''Ear::'^i°.,.,.,,,.�,•,�'r{rrr:';;r::'rr,�i�ai`` x,,i•.,r;,.r.�, rr;iV';' •r x„ ..i,. ,r'':Vi'``i �• ..,. •i°„»rF`�°rrr'r"iVuu,ri"er:`,5 ":i`i"1.i`!;',"iiy`,','iie44'' r,a:a'.'r`ii:i'u`;'!•i�i.'nr,e�`7,a:r`•. vn,i,Yiti'!i?e'`'. .4, .niieir:;r�:'.,.� '.iii'S' '�'t;`"'.",r, rr:"'�r,"!i'',:'t"o ,n,,;u?iue• 05 D 002.00 EXISTING HOUSEFLOOR PLAN, DEMOLITION >:!A:: ';'h'A .a'h',', `�ti '>. :r'r'i, ..r.f 1 ;i.�.'i:`i`,t,':'h5'i:Y',•7�',ti%Yr�:'r':'�1`„ :h_ — EFL 06. A 100.00 PROPOSED HOUSE FLOOR PLAN •If���`'�' 4t. 'a.;:$V'':,,+r;.•• a,'{`•, .xa r::°.i','i:;','r' '•''r::r,"'e'.'.;;!�'''Rte. s }:�'r;ti':tiirvr°{�vr,; ;`r':� xrr',C`,ix`,�,.:,:• •"ti`;`+;'. ,xi '..,fi.r •:r:Y':`n':`:{`;°;''': 'dliti"��4�h";'J;";;°!;,'"'a:`,-� t ,l;C''. ,c, •,Y;. v',.,°',i '.X ,•rx • �,:�•.. ! "1A�.r r ' ,:k:''•:..i4;.�4,;;`i:r'ei'i.i:fti{ •;i:'t1"r'r,e'.e°;:5'��..,.e"y.':h�,",:T,r';r:;„''ir,Nrrn;.,�.4',{°;.�:;:r�''.,,F`,�„,,r',.iri . •:.,��, ,,�{•”Jt1"Y/`Y,,.i` i „'•'.h;^,6.`rt:.'::'M"!.:;.''r;'My .sJL }ho r U 07. A-200.00 — FRONT . AND BACK ELEVATIONS .'w ,a '',}°,°x {._:!', '••:a;;err x,ti,. "•"r ' ! °r'�5 r,`,a i°�,':�:7r avr.�, : ,- ' Vax". ,'• e. h�Fiilb{ ,r,;'. e, f'-x,i,, 'i:��;;,�;,•,m I.'V 7. ) 4 •, ,i,.1'.�rA�'rr 5i iz- ". i•;,i,";,,y;,,. 08. A-201 .00 — SIDE ELEVATIONS n;, r<, :'t `.r �t • ":1°,'; t'y,�,5r.'ht�1:';°'ii;°n$`x ',.'i":• '•�._�.., „"'".. 't:"`•r"a':':1',; ' ,��!'! �tij..•a,� tta1,1�.}1ii°41t .};,;he,4'rx;r;,;°,`!rr.,,.;r} "�';ti{+':r. t •t.—.j-,, ,x,��, a �'"'• 't•' � .t it a j 1 { i x r:�:;''•,'{tti,'h„ S,.C___.1 I*a i�:.;' -„ SITE PLAN SITE LOCATION SCALE: NTS C3D ARCHITECTURE PLLC � ; « 307 7TH AVE " 14 T H F L 0 0 R X33 3100` rrFrt NY NY 10001 t-, ..t:. . ,.:a• ,,.� r�(Jarc�1�it C046/m / , x ALLDPAWN AND WRITTEN MATERIAL CONTAINED HEREIN IS THE SOLE PROPERTY OF ARCHITECT OF RECOPD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OP USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. No. DATE ISSUED/ REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS PROJECT w 1725 NASSAU POINT RD CUTCHOGUE ' = NEW YORK 11935 DEC 3 2020 COVER SHEET 2 PLOT PLAN SITE LOCATION j SCALE: NTS SEAL&SIGNATURE DATE : 10.21.2019 PROJECT No: 1739 �F F NEIV�O ` SF �.t �. DRAWN BY: MF �R,Io ,per �� P CHECKED BY. DS * ip * �zu A �4X • k t SCALE : AS NOTED SHEET No: w N�a 50� ��� i� � T-00 .00 A�� S P� "i4. 4 ` 96 CAD FILE No: 1 OF 8 SURVEY OF LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES INC . v � ,SECTION A FILE No. 745 FILED OCTOBER 4 1914 N�0/ A►�$O�IATION NGS WAY j z07v - PO CAU$E �nZ ,SITUATE NA►� AU �r-n i NASSAU POINT 111 .80 N ���� w TOWN OF SOUTHOLD _��� SUFFOLK COUNTY, NEW YORK Q�Pv 004., 40" E x =0Drri o. 1000- 104- 13-2.4 moi N 80 _UD S.C. TAX N �� � " r m 2.a's• ata oom N OVERHEAD WIRES x 2.9 S• � N�m SCALE 1 =20' POLE UTLL�T{4SOtE FENOE TB.S� vo .{� F_�� JULY 13 2016 UTIU�tIt#94 r r�oo RpJSED GOFO Nig SSOCKAO 2_g'S_ im � o 'U m O 1 V NO�UN�TS I 6o m m oo o ASR CO f a m�-: -a o U1 m m o mmw y �y F �yv J Oo •0 Cv,� n AREA = 28,719 sq. ft. X� /- Q CPN � x w � 1?1 m- �� ►� (TO TIE LINES) 0.659 CIC. /X� yati ?�. �� i x '1 ? `^tO� -° h X ���� ��P�PG� s�Es XLD v z 13 mZo� " / X Rp1i G� 11.5 4 � U X ��o I ���, ate• ,Lp,L o F.FL,U X 14.0' v Z l J A 10 1 27 0' r O LAO \ Int AJ GJR ��f/ X�q ALZ x STE S N 6 o n O O a a o I-� { o rn A N x lf4 r mT. = 55 1. ZONE X X�> P / N ZONE AID R� � Xju rn +� (DEPTH 1 FEET ��oNE o GHT�INEY XAB I / XLO X'-4 25.4' 4 .Zd? X fLO x p Xm � � L5 x SaE s o �''N Z LOT ` "X -+� fr1 00 (() BRICK W K z / w X" CON ` �-- ---� -nXA2 X2 J2 COV L9 rn miO r w X� X ` x ..i � to�r Z X XD �I x xA.5 W I � � X� ` � g � � X � 318 �O X� � • x / HEOGE RO* (010, X44 X ` �- �. s / �.o X. X.&Z CONC• _. XA2 SHED C� km C3D ARCHITECTURE PLLC r1I \s LOT O i E/ TH AVE LEVY 14THOP 307 7FLOOR 333.1 &LOIS LEVY NY NY 10001 i1�clLJre ALL DRAWN AND WRITTEN MATERIAL CONTAINED HEREIN IS THE SOLE PROPEPTY OF ARCHITECT OF RECOPD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. <v 611B f °o SrO+F CC�AH StockNo. DATE ISSUED/ REVISED oR/�F�qr CURe 1 10/21/2019 REVISED AS PER CITY COMMENTS PREPARED IN ACCORDANCE �IITH THE VINIVUV --- ---- --- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L•,IAL s. AND APPR�VED AND ADOPTED --- ---- --- FOR SUCH USE BY THE NEYY YORK STATE LAND TITLE ASSOCIATION, PROJECT NO TE,5: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 1725 NASSAU POINT RD EXISTING ELEVATIONS ARE SHOWN THUS:M CUTCHOGUE EXISTING CONTOUR LINES ARE SHOWN THUS: 5 F.FL. - FIRST FLOOR NEW YORK 11935 G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD N.Y.S. LiC. NO. 50467 B.B. - BOTTOM OF BULKHEAD UNAUTHORIZED ALTERATION OR ADDITION - T.#! - TOP OF WALL TO THIS SURVEY IS A VIOLATION OF B.W. - BOTTOM OF WALL SECTION 209 OF THE NEW YORK STATE 1 2. FLOOD ZONE INFORMATION TAKEN FROM: Nathan Taft Corwin III SURVEY ��� 3 FLOOD INSURANCE RATE MAP No. 3 6103 CO 164 H coPlEs of THIS SURVEY VAP NOT BEARING TH LAND SURVEYOR'S INKED SEAL OR H2O If ZONE A0: FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ON SLOPING TERRAIN); E BOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 1 TO BE A VALID TRUE COPY, I AVERAGE DEPTHS DETERMINED. FOR AREAS OF ALLUVIAL FAN FLOODING, VELOCITIES I CERTIFICATIONS INDICATED HEREON SHALL RUN ALSO DETERMINED. ONLY TO THE PERSON FOR OM THE SURVEY SEAL&SIGNATURE DATE : ' ----- ..,____] 10.21.2019 IS PREPIED. AND ON JH BEHALF TO THE Successor To: Stanley J. Isoksen. Jr. L.S. '" ,r- PROJECT No : 1739 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); TITLE COOMPANY. GOVERN ENTAL AGENCY AND f LENDING INSTITUTION LISTED HEREON AND Joseph A. Ingegno L.S. BASE FLOOD ELEVATIONS DETERMINED � , : -,. h DRAWN BY: MF TO THE ASSIGNEES OF THE LEADING INSTI- . , . � NEW � �� r��� � ,; ;.•. .,a ZONE X*: AREAS OF 0.2� ANNUAL CHANCE FLOOD; AREAS OF 17. ANNUAL CHANCE FLOOD TlfiON. CERTIFICATIONS ARE NOT TRANSFERABLE. Tale Surreys - Subd�y►s�ons — S►te Plorrs — Construction LOyo �P�( EFR YQ ;, C "s CHECKED BY: DS SCALE : AS NOTED WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PHONE (631)727-2090 Fox (631)727-17 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. �I,4►UNG ADDRESS ''� a 1i, h`I• - .; SHEET No: THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT a� w � �. L AND/OR EASEMENTS OF RECORD. IF 1586 101o;n Rood P.O. Box 16 '�^ '� . 2 s.�"j f, —001 .00 1 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport. Ne�y York 11947 Jomesport. Ne* York 1 �� r S 0 0 I .0 0 CAD FILE No: 111 N � w x 4.5 19 2. 1 X-5.2 x 5.6 S� 0. �S 2. O TB � O • x 5.5 I 5.7 N x 6.3 EXISTING HEDGE 6 0 PROPOSED 3'x3'A/C CONDENSER x a x 5.5 ON ELEVATED PLATFORM x6g o" 24 0" � o x 4.8 STEPS UP 7 x 2.4 m x 5.4 M ,� 11'0" 6.2 m x 6.8 0 1r-9 PLANTING O zo d- 7.0 x 6.3PROPO ED 500 GALLON PROPANE O�0 z m X-5.4 j- TANK 6 0600 `" PROP ED PLANTING O O Q O�� � co x5. 1 O x4.9 y 6.0 O m PPTY EL. KITCHEN 41+'�++ `� zl EXISTIN BULKHEAD = +10'-0" EACHERS x o° i OPO - LOUNGE D BATH , n .� LISTING HEDGE O BATH 1== = 49- m x �, BEDROOM '' Woo i 5.3 GJ STE S. 1 __ ' N DN cp ` _ .._.. 70 ,I IIF::,,. UP � O o ::�� _- C) - STEPS ------ -------- JF "" TEPS z r -------------------- DINING ; ( LIVING _ ---= �; IIk= C �D 6.0 x 5.6 FFLEL. LOUNGE -------------- x +10'-2" ,' .. 5.4 N ::.......... 2. 1 x P� y UP - x 6.0 LEACHERS ' 5.6 `� BATH 6.9 �{ x BEDROOM NEW PO ON OF STONE DRIVEWAY O BEDROOM BATH MECH. 4 T BUILT FOR ACCESS TO NEW - i � HOUSE ENTRANCE __ �' EXISTING HEDGE x 4. 1 1 x 7.0 0 5.2 x`O/ iM x 5.6 N 6 OO0000O 5.2 EXISTING DRIVEWAY 4 7 6 o" 6-0" 10' (Jl 060 " 4'.0" 5.6 � 0660 00 1T.8 o0 (� O 10'4" • 4.8 °° 3.8 1.8 NEW HOUSE AND NEW DECK TO BE bo x 2 x 2.2 x32 PLANTING BUILT OVER EXISTING, EXTENDED, x 5.9 0 5.4 5.0 1 AND RAISED FOUNDATION. I L0 T NEW HOUSE DECK TO BE 3'-0" L6 x 3. 7 x 4.6 ABOVE HIGHEST EXISTING GRADE41- w X 4'6 3 x 3.4 EXISTING HEDGE C31D ARCHITECTURE PLLC EXISTING HEDGE x 3.6 6' �� �� x 5.4 h/ 4.4 CO �. 307 7TH AVE x 5.6 1 4TH FLOOR \6y 5.0 4 0 NY NY 10001 i trr.c6m A ALL DRAWN AND WRBTEN MATERIAL CONTAINED HEP.EIN B THE SOLE PROPERTY OF ARCH 7ECT OF RECORD AND MAY NOT BE OPO x 5.7 LOT AND BUILDING AREAS DUPLICATED,PUBLISHED,DISCLOSED OF USED WFHOUT EXPRESS WRITTEN CONSENT BY THE APC HfECT OF PECO RD. EXISTING HEDGE No. DATE ISSUED/ REVISED x6.2 x51 s 1 g ,98 TOTAL LOT AREA = 30,285 sq . ft. 3 1 10/21/2019 REVISED AS PER CRY COMMENTS x6.4 NEW HOUSE GROSS AREA = 2 , 860 sq . ft. ___ '� 6 �T 2 NEW HOUSE LOT COVERAGE = 9 .5% ____ L h 6 PROJECT x 0/ 1725 NASSAU POINT RD CUTCHOGUE x 7.6 NEW YORK 11935 QP PL SITE PROPOSED S PLAN DEC 3 1 2020 SEAL&SIGNATURE -- - DATE: 10.21.2019 PROJECT No : 1739 a 0 NEW ®�� M1 ,S ;, DRAWN BY: MF CHECKED BY: DS 4pO � 1,�oi SCALE : AS NOTED N �x r t ' SHEET No: r s°ia's W I F: ��1 �'1. 1`�a ,'" EXISTING PROPOSED SITE PLAN A-00 1 .00 07250 A , ` _` CAD FILE No: SCALE = 3/3211 = 1�_�'� RoFESSo�' � .GF N � �" 14 0F 8 A .90 .9O� 11 N x 4.5 11_9 2. 1 x 5.2 x 5.6 TB•6 1� 0o x 5.5 I'o 5.7 „^ 6.3 EXISTING HEDGE x5.6 0 ., TO REMAIN X 6.4 EXISTING BRICK WALK o 5.5 �,;;� ��,> TO BE REMOVED X x 4.8 //`. ,�ti�rL �`� �� 71 2.4 -77, x 5.4 %`b 6.2 r iii' ��� _ ��1 f SOOp x 6.8 0 _y7.0 rn 5.4 6_F_-- - 1 1 � �� � 1 .5 I x �j EX'G SHED TO � ��`�� , � - ,����`�� o ISI x4.9 5. 1 BE DEMOLISHED ���, 'L II I x- 5. 7 �� �,�;;' ,� II o I /\ o II EXISTIN WOOD z 6.0 ♦� ii �. 14.0 _-=�� I -� � j IIl4 TO REMAI -I \� M 0 65 EX'G 2 STORY GARAGE �" CO) It o y� 15, I i v R°P TO BE DEMOLISHED - cnx I� - ..:::........ I•a,l II 40-8FIR 5.9 f 6.7 II __ -- -� I'?;' .,::'�4�-�},�:: I w00 J� > m ,I , TE 5.3 G .,_. ::, S 6.0 EXISTING HEDGE 5. 1 ,,,.._,=1•� I I TO REMAIN II F.F88 �,,F,� ..,._.• • =�1=d';II to z 6.0 x 5.6 5.2 CHI I'r I�, _:,. _ I'� o �% _ I x Ems.5 II o l u) =:::::::::: _ I 2. 1 5.4 XII I ,_Q,� __ ice= 5.1 3 I X 1_9 No X 5.0 II I --- �/ 6.0 °NE E 'G 1 STORY HOUSE AND DEC II II;; �� +I� 6.9 x `O x5.6 S� x.4 BE DEMOLISHED. EXISTIN I� �` -� _ �' ►I, 4 FOUNDATION TO REMAIN II ►L_ _ -�`'� ",- _ III � EXISTING HEDGE i ��� 25.4 7.0 _11 v �/ TO REMAIN 3.2 EXISTING DRIVEWAY 6 6 II ____----__ .0x TO REMAIN 5.5 X =-= -WOOD 5.6 �_ _- STEPS Ul x h 5.2 4.7 x- 4.9 x .. 5.6 BR/CK 48 3.8 ICK WALK 1.8 x x x 6.2 x 2.2 TO BE REMOVED x 3.2 x 5.9 5.4 5.0 I� I X- LOT x 5.4 I �I 0 x 3.7 x 4.6 EXISTING HEDGE 3.4 C %i 4.6 x TO REMAIN x C3D ARCHITECTURE PLLC 3.6 c� 5.4 co X x 4.4 S 307 7TH AVE i (008 14TH FLOOR 3 .3100' x 5.6 5.0 4.0 NY NY 10001 %", it f rec6m EXISTING HEDGE EXISTING HEDGE LOT ANDBUILDING AREAS ALL DP.AWNAND WRITTEN MATERIAL CONTAINED HEREIN STHE SOLE PPOPEPYOfARCHfECTOFRECORD AND MAY NOT BE REMAIN x 5.7 DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WP EN CONSENT BY THE ARCHITECT OF RECORD. T o TO REMAIN OP � Z No. DATE ISSUED/ REVISED 6.2 5. 1 `S 1 S g v TOTAL LOT AREA - 30 ,285 sq . f f. 1 10/21/2019 REVISED AS PER CITY COMMENTS \� X 6.4 EX'G HOUSE GROSS AREA = 1 ,208 sq . ft. T 2 EX'G HOUSE LOT COVERAGE = 4% _ PROJECT X 1725 NASSAU POINT RD CUTCHOGUE NEW YORK 11935 ��. /x 7.6 O C!EC 3 1 2.1020 SITE PLAN, DEMOLITION 00 SEAL&SIGNATURE DATE : 10.21.2019 fiY^b ,J> PROJECT No: 1739 DRAWN BY: MF cl �,0 EWyo O h�C' CHECKED BY: DS SCALE : AS NOTED N *c/ r' ,. SHEET No: r as W W D-001 .00 �' � EXISTING/DEMOLITION SITE PLAN z� �O 0725 CAD FILE No: SCALE = 3/3211 = 1'-0" FES *Vh~ ' 4a A a. 30'-11" 14-0" 5-11" 13-11" 12'-0" 5-0" 10'-0" 41-011 TOTAL AREAS HOUSE GROSS AREA 1,207.43 SF HOUSE NET AREA 1,064.71 SF DN DECK OPEN AREA BATH 1,364.26 SF PPTY EL. 00 +8'-8" BATH Cl 100 BEDROOM -------.. EDi KITCHEN r I ' I I I I II I II I I I I II II 1 _ OPEN SPACE FFL EL. FIRE PLACE LIVING/DINING +8'-8" �N= F I � F I II • I II I II I I � I II L— C31D ARCHITECTURE PLLC / BEDROOM CLO BEDROOM 307 7TH AVE 14TH FLOOR X�3 :310,0 NY NY 10001 i f c,6m CLO ALL DRAWN AND WRBTEN MATERIAL CONTAINED HEREIN S THE SOLE PROPERTY OF APCHF CT OF RECORD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. No. DATE ISSUED / REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS o - b o DN PROJECT 0 1725 NASSAU POINT RD CUTCHOGUE NEW YORK 11935 5-11 25-5 0# 5-6" 10'-01, 4'-0° EXISTING HOUSE FLOOR PLAN DECJI 31 202 DEMOLITION I 30'-11" 14-0" i SEAL&SIGNATU E DATE : 10.21.2019 PROJECT No : 1739 DRAWN BY: MF <l_. CHECKED BY: DS �P �5a1,ER�oO'p� SCALE : AS NOTED ip * t •� a ' SHEET No: Lu r c°o a Lu �N� 0_002 .00 EXISTING HOUSE FLOOR PLAN 25z �•� CAD FILE No: SCALE = 1/4" = 1 I_0II tiw.$.���_ ,.�, 150F8 10'4' 684" 144" 11 45-8 17'-8" 5'-0" 10'4' 4'-0"3'-8" b'-8" " DN TOTAL AREAS oO ° ° ° ° ° ° PLANTERS PLANTERS HOUSE GROSS AREA 2,859.90 SF — 3'-0" „ 1 .6, PLANTERS 9'-8" 3-6 5-4 2-0 7-6 2-10 5-101/2 5-0 3-11 1/2 3-0 7-2 3-01 -6 3-6 HOUSE NET AREA M 2,492.07 SF DECK OPEN AREA PPTY EL. — 0 2,854.64 SF +10 01.011 OUTDOOR SHOWER 000 0000 0 OU0 0 I , ° I o r T KITCHEN 0 a�V ❑ -C-L& 238.92 SF \ u _CD M M B I Fl 12'-8" 4-0" 5-6" 6'-0" 141-711 - - - - 10 BATHROOM POWDER RM �' 57.75 IF 63.00 IF 00 00° - TV ROOM REF _ Fl OUTDOOR 2 - - 288.72 IF BEDROOM 162.85 IF � 133.00 IF W/D REF _ — -ELS — � q BENCH FIRE PLACE ,TWO FFL EL. _ , 5'-6" 60'-5" +10'-2° ' LOUNGE l OR @ 6' VESTIBULE FFLEL. N ' - - - _ _ _ _ _ - - - - ' , OUTDOOR 1 R 6" N 9T 12 �, 93.73 IFDN +10-2 ;� , _ - - - - _ T 12 i - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 0 ENSPACE I- - - - - - CNTNG 000 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 1029.60 IF i DINING ROOM - - mo- - - _ - - L 0 BEDROOMCl 133.00 IF - - OUTDOOR 3 PPTY EL. o ° -- i/ 288.72 IF +10'-0" . 307 7TH AVE ite/ct r .c6m 14TH FLOOR 33: 100 12'-8" 5'-6" '� 7' 0" 12'-0" 0 5'-0" N Y N Y 10001 x 40 BATHROOM ME HANICAL RM MASTER BATHROOM 57.75 IF IF 126.00 IF - \ ALL DRAWN AND WRRTEN MATERIAL CONTAINED HEREIN 6 THE SOLE PROPERTY OF ARCHITECT OF RECORD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR.USED WITHOUT EXPRESS WRIREN CONSENT BY THE ARCHITECT OF RECORD. �O 1 ° No. DATE ISSUED/REVISED ° - -ac— — i 1 10/21/2019 REVISED AS PER CITY COMMENTS —� — 6-10"DIAMETER --- ---- --- 00 MASTER BEDROOM �� SOAKING TUB jh PPTY EL. 228.47 IF --- ---- --- PROJECT o- ° o r; _ 9'-8" 3'-6" 2'-0" 9'-6" 2'-0" 6'-0" 5'-0" T-1" T-10" 5'-0" 4'=10 3'-6" 11-611 °O 1725 NASSAU POINT RD PLANTERS 11.. CUTCHOGUE NEW YORK 11935 °Q ° ° ° PLANTERS 0 0 0 PLANTERS ° ° 0000 °O ou� oou 000 .. 0 ur=� 0 -- -- - PROPOSED HOUSE FLOOR PLAN PFC 3 1 2720 ' /� SEAL&SIGNATURE DATE : 10.21.2019 6'-8" 45'-8" 17-8 5-0 10'-4' 41-011 I PROJECT N o 739 a. ,. 4� NEW __.... ......- ,� � tfJJ;`a DRAWN BY: MF a �E °� P� CHECKED BY: DS 10'-4" 68'-4" 14'-4" . • � * ���' ', � SCALE : AS NOTED n t'ob cr. SHEET No: 0o 4o •� I I1 k 6�W PROPOSED HOUSE FLOOR PLAN N�aAa 0725' � A A— 100 00 1 ° �� � �� SS10� �. ��,,r� CAD FILE No: SCALE = 1/4 = 1 -0 ° 160F8 TOP OF ADDITION +24'-7 3/8" of Lr) TOP OF ROOF 00 ci 0o cl) C14 TOP OF DOORS — — — — — - C? bo 1ST FLOOR L-J ILI _J 'qV +3'-0" C? J� GRADE IV +/-0'-0" j4GRADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2'-0" FRONT (EAST) ELEVATION SCALE = 1/4" 1'-011 C31D ARCHITECTURE PLLC A TOP OF ADDITION +24'-7 3/8" 307 7TH AVE 14TH FLOOR 331-i10ol N Y N Y 10001 it c/tIJr4orn TOP OF ROOF ALL DRAWN AND WPTTEN MATERIAL CONTAINED HERON ISTHESOLE PROPERTY OF ARCHITECT OF RECOPD AND MAY NOT BE + 19'-7 3/8" DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPPESS WRITTEN CONSENT BY THEARCHITECT OF RECORD. No. DATE ISSUED/ REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS 00 co CV PROJECT TOP OF DOORS 1725 NASSAU POINT RD CUTCHOGUE co NEW YORK 11935 1ST FL +3'-0"OOR -FF- FRONT AND BACK ELEVATIONS DEC 3 1 2020 GRADEC? — — — — — — — — -- — — — — — — — -- — — — — — — -- — — — — — — — -- — — — — — — — — +/ -----------SEAL&SIGNATURE DATE 10.21.2019 GRADE PROJECT No: 1739 2'-0" /x, DRAWN BY: MF CHECKED BY: DS E 0 lij SCALE : AS NOTED CO SHEET No: BACK (WEST) ELEVATION >��� °���* ; � �; k, �:- Lu 2 SCALE 1/4" 1'-011 - A-200 .00 0;'2 5 07 CAD FILE No: O s I 170F8 TOP OF ADDITION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +19'-7 3/8" 00 ci r> CV TOP OF WINDOWS i' i i il ---- ---- - -- - - - - - - — -- —f--- ' ---- - - - � - -- --- ---- —� ---- -------- - -- - --- --- -- - - - - - - ------ --- -- --� - - - — 1ST FLOOR TF GRADE TT - - --- -- 0 0 +/-0'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SIDE (NORTH) ELEVATION ALE _ _ '- " SC 1/4" 1 0 C31D ARCHITECTURE PLLC TOP OF ADDITION 307 7TH AVE � � ` ` \ 0 14TH FLOOR 2�d333100 ` NY NY 10001 % rf�ctL �ctim TOP OF ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALLDRAWN AND WEN MATERIAL CONTAINED HEREIN 6 THE SOLE PROPEPTY OFARCHffECT OF RECORD ANDMAYNOTIBE + 19'-7 3/8" DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. No. DATE ISSUED/REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS ci , 0o 60 --- ---- --- M CV PROD ECT TOP OF WINDOWS \ 1 725 NASSAU POINT RD CUTCHOGUE ' NEW YORK 11935 0 co -- - - - � --- -------- - - - - -- -- - - - - ------ - - - - - - --- --- - -- - - - ---- ---- -- - - - - - -- -- -- - - -- - - J-- -- - -- - , I 1ST FLOOR — — — — _ - - - - SIDE ELEVATIONS DEC 31 20?o — +3'-0" 4 q M M +/-0'-0" — SEAL&SIGNATURE DATE : 10.21.2019 PROJECT No : 1739 GRADE — — — — — — — 'C� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W . — ��dl/. CDRAWN HECKED : DF SCALE: AS NOTED IDE SOUTH ELEVATION * >� s� j SHEET No: m w t ' 2 f n 2 r'.. (P A-201 00 SCALE = 1/4" = 1 -0 ��oA. 072-..2 �� �� ��,, 4J S51 ,, rlr{ CAD FILE No: 18OF8 ei A I I I I I I I 6-8" 11'-6" 11'-6" 11'-6" 11'-6" 7'-8" 1 9'-0" 15'-01, ,n.. 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I 1 12'-6" 121-6" 121-811 12'-611 12'-6" 15'-011 DRAWN BY: JD I , 2/25/2020 FOUNDATION PLAN N SCALE: SEE PLAN SCALE: 1/4" _ V-0" 4 ofNEw SHEET NO: y0 DEE R� 0 n lot') 0 Rp g10N 68'-41t - I 45'-7%2j1 17'-8%211 51.011 A 1 1 ---------------- ------- ----------------- JIM DEERKOSKI. 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SLAB _ . o•D; C; �, CONC PIER c yap p - ---i pop v p PIER o• o' o- o� v- ,• p ,• o � ���,: G 'Oa v Co C. a .�a o , ;,D- a •Dan G o D C,T •'��' 3'X3'X1' 3'X3'X1' 24"X12" FTG CONC. FTG CONC. FTG (3) #4 REBAR CROSS SECTION A 1 4� SCALE: 3/8" = V-0" -- -- DRAWN BY:, JD 2/25/2020 SCALE: SEE PLAN of NEryyo SHEET NO: g DEER a . p W f� 072 2 �_ A���ss10 I SURVEY OF LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES INC . SECTION A x FILE No. 745 FILED OCTOBER 4, 1914 o SITUATE NASSAU POINT TION ��0 TOWN OF SOUTHOLD OINT CAUSE EWAY CIATION x � 4Z I SUFFOLK COUNTY, NEW YORK o rn rn m NASSAU P o ��' -��Z S.C. TAX No. 1000- 104- 13-2.4 a� 111 .90 N � �mW - `�I 2AI`HSI I �z=-Um� 2 LE „_ 0 o JULY32016 0A00 x� >rt FEBRUARY 28, 2020 UPDATE SURVEY & AD D PROPOSED HOUSE p°p4, 40 mos;mo ,5 ALn -nOVERHEAD WIRESD. m X-5& n g45OlE T85.� v` W �>' AREA = 28,719 sq. ff. Y1# CE �J1NNu1#g4 00 N gTOCKAOE' .r 2.9' `N" o I I I rn I • r�Il�n o (TO TIE LINES)ro 0.659 ac. PROP. 500 GALLON w \ i m � PROPANE TANK +- . \ 1 6 o I I za o � x m I I f'i Ex. W0 0 x x2_4 2 r D M �j x3`,.¢ _ 1 w r51EPS = X12 �^ II = _U Z ` J / O`....:. / �,��4P� TER I ` J � / E HEo �� � ♦ F �oPoS' � a �n I _ _ 51 -' L X RISA FRAtd `' i"\ x 4+ i b J�': ITl I 7.x 10 45 ' }' :; :.:.;:::; : .... .....g. �.... _jti I ill1ll I ii 'E51XT.8E.P' OOD I WOOD 3 EPS0: :: ST r.I:: ....:: : .-5.9x� _x ...... 2Po5aD% vl:` r :. : ::: II I Nw< I , O 1 I N I i.% .,....... :. .' 'r: : . :: l\:.I 5-Top--fHoUS�;;':::::::::�. .:: :"::':::._ :.t1 0 26.8 I I : :::: : ..!!..... �1. 1,I 36.1' S5 t' q' I 4 2.1 X 6 / - .Py .a e / e e :::: :: :,✓{ ;.::':'::;:,.;..::.: :.:::':'::......::'::':::4 m ....:..c'..:':.:' 111111 I 1.3 ............... Y4 N EXE :: : :: ::' _ to x I :.::....:.......::` .: .'. :':: .::'::�n an �a / PRS WA{ 1. I I x SONE DRIB \ 1 : U� 1 \./ O ( a a x �.... .' :i:iY 41 ;.:.:.' .;.:'.:.;:.::.: .'.:'.'''�f .. 7 I .moi �{x I .�. X / TEST Q e RoPoSED _ rn O 5� o EL.ELE�. 10.2 t 1➢ 6 • fi I00 '• ' .. / �� C05D PLA �R 7p ttrn C3 x C C '�1 \ D p ..`.l o, ' `x 6.2 I x2,2 I 1 B / ' 2 X LOT O� x 7 N \ x� ° / \ \ 4 X_1.6 \ Cj \ X x XZA X'54 \ 5 / HEGE Roll�v -J x � �1NZ rb X5.z CONC. O r HED x11 \ x pME SHED 2.0'S 0'9 s•m x LOT O NIO/F I 6,50"� VY DRLOwSLLEVY X-M S �g 3 �� 'ZpNE & NOTES: �4QP e \ \, (o O F o1 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ecOt'k CONTOUR LINES CU% f�) EXISTING PROPOSED CONTOUR LINES ARE SHOWN THUS ^5 �•ar F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T.W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO164 H ZONE A0: FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ON SLOPING TERRAIN); AVERAGE DEPTHS DETERMINED. FOR AREAS OF ALLUVIAL FAN FLOODING, VELOCI'-IES ALSO DETERMINED. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. i EXISTING LOT COVERAGE N0V 3 0 2020I , FOR DEC ADJACENT AREA - LEGEND DESCRIPTION AREA Y. LOTCOVERAGE TEST HOLE DATA (TEST HOLE DUG BY NATHAN T. CORWIN III L.S. ON FEBRUARY 28, 2020) HOUSE 1,185 sq. ft. 4.1% O00 PROP. VA OWATS TANK EL. 4.1' O• GARAGE 532 sq. ft. 1.8% TOPSOIL PROP. SANITARY DISTRIBUTION TRENCH 0.5' SHED 53 sq. ft. 0.2X PREPARED IN ACCORDANCE WITH THE MINIMUM BROWN SILTY SAND SM EXISTING BUILDING COVERAGE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED r--r--r--r--•r---r--•r--�--� OUTSIDE SHOWER 20 Sq. ft. 0.1% BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PROP. FUTURE 50' EXPANSION TRENCH EL. 1.5 2 6• DESCRIPTION AREA Y. LOT COVERAGE FOR SUCH USE BY THE NEW YORK STATE LAND -s- � WATER IN BOG (PT) ADECK RBORINCLUDING 1,370 sq. ft. 4.8% .. ,,.�,. 3.6' HOUSE 1,185 sq. ft. 4.1% TITLE ASSOCIATION. y Qo PROP. DISTRIBUTION BOX "�. D.3% WATER IN COARSE SAND (SW) GARAGE 532 sq. ft. 1.8y, CONCRETE APRON 90 sq. ft. Y, SHED 53 s ft. 0.2% BRICK WALKS 320 sq. ft. 1.1X I 9.6' q• a OUTSIDE SHOWER 20 sq. ft. 0.1% WOOD STEPS 225 sq. ft. 0.7% 24'0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL DECK INCLUDING 1,370 sq. ft. 4.8X TOTAL 3,795 sq. ft. 17.2% ,• 20'0 HDPE SECURE HEAVY COVER BY P,OLYLDC (NOT TO SCALE) ARBOR 20" STOTAL 3,160 sq. ft. 11.0% PROPOSED LOT COVERAGE F. F SCREEN BY POLYLOC (TYP.) 1 - ti F. F. HOUSE FOR DEC ADJACENT AREA ELEV. 10.2 FINISH GRADE N.Y.S. Lic. No. 50467 FINISHED GRAD 12x 12 POLYLOK D-BOX Eby. B.O' PROPOSED BUILDING COVERAGE DESCRIPTION AREA X LOT COVERAGE ELEV. 8.5' W/ PDB-12 RISER AND ROTO-FLOW 3050-4 LEVELERS DESCRIPTION AREA Y. LOT COVERAGE HOUSE 2,860 Sq. ft. 10.0%. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii -1' MIN. TO THIS SURVEY IS A VIOLATION OF INV. EL. min. PITCH '1/4"/1' HOUSE 2,860 sq. ft. 10.0% PERGOLA 178 s ft. 0.6% EDUCATION LAW. SECTION 7209 OF THE NEW YORK STATE DRAINAGE SYSTEM CALCULATIONS: q an Surveyor 8.0, J I/A OWATSCLEAN TANK r PROPOSED HOUSE ROOF AREA: 2,860 s ft. PERGOLA 178 s ft. 0.6% COPIES OF THIS SURVEY MAP NOT BEARING INV. EL. 7.5 FUJI CLEAN CEN-5 INVERT r� q' q• DECK 1,145 sq. ft. 4.0% TREATMENT SYSTEM INV. EL ELEV. J� BOT. EL. 5.92' 2,860 Sq. ft. X 0.17 = 487 CU. ft. THE LAND SURVEYOR'S INKED SEAL OR 7.3' EMBOSSED SEAL SHALL NOT BE CONSIDERED INVERT g P q 145 sq. ft. 4.0% WOOD STEPS 300 Sq. ft. 1.0% TO BE A VALID TRUE COPY. ELEV. LZ ? 487 cu. ft. 42.2 = 11.5 vertical ft. of 8 dia. leachin ool re uired DECK 1, -- --------_--- PROVIDE (4) 8' dia. X 3' high STORM DRAIN POOLS TOTAL 4,183 s ft. 14.6X CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ----------------- /:'...: q TOTAL 4,483 s ft. 15.6% PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: j q' ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. HIGHEST EXPECTED GROUND WATER IS PREPARED, AND ON HIS BEHALF TO THE F, BOT. EL. 3.1' _i ELEV. 2.0' (HIGH TIDE HOG NECK BAY) TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 7'-10 3/4'�►{+ 8' 32' GROUND WATER PER TEST HOLE LENDING INSTITUTION LISTED HEREON, AND ELEV. 1.5' TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 -1