Loading...
HomeMy WebLinkAbout1000-6.-1-4.3 OFFICE LOCATION: �t A '5 �� .,• MAILING ADDRESS: Town Hall Annex �� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G ' Telephone: 631 765-1938 Southold, NY 11971 �r it yC1. . LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 12, 2024 Re: LWRP Coastal Consistency Review for FRITZE FISHERS LLC, c/o ANITA FRITZE SCTM# 1000-6-1-4.3 Bruce Kinlin on behalf of FRITZE FISHERS LLC, c/o ANITA FRITZE requests a Wetland Permit to construct a 622sq.ft. one-story hallway to a two-story addition with foundation onto existing permitted dwelling. Located: 560 North Hill Road, Fishers Island. SCTM# 1000-6-1-4.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the 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 LWRP. 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: Honorable Lori Hulse, Attorney ., f Yam`" Town of Southold a LWRP CONSISTENCY ASSESSMENT FORM LD E C: 01 J. Z4 ,.. A. INSTRUCTIONS Sc ,.vnPlaii;, ig board 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. nronosed action will be,_evaluated as to its ai inficant :beneficial aril adverse e6ict9.:upon the.coastat,&eA(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.-exnlamed.in detail,_listins both supporting and non-. suaporting.facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,ifshall: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 g local libraries and the Town,Clerk's office. } B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 _s _.1-4.3 _ PROJECT NAME Fritze Addition 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: Nature and extent of action: Construction of 2-bedroom addition-to an existing single family house. _ ._ Location of action: 560 North Hill Road, Fishers Island, NY 06390 Site acreage: 3.9 acres Present land use: Residential Present zoning classification: R-80 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: Bruce Kinlin (b) Mailing address: 59 East 54th Street,Suite 92 New York, NY 10022 (c) Telephone number: 212.695.2988 Will the action be directly undertaken,require funding,or approval by a state or federal agency? No❑✓ If yes,which state or federal agency? Yes ❑ i 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 The proposed project is sensitive to the existing the natural environment and preserves the scale and materiality of the built environment Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LyVRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ 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 III—Policies Pages 6 through 7 for evaluation criteria ✓0 Yes ❑ No1:1 Not Applicable The siting,scale,form and materials of the addition are designed to be compatible with the existing structure on site 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 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 ✓1 Yes ❑ No E]Not Applicable The project aims to control stormwater on site with dry wells,and to retain existing vegetation as much as possible to provide soil stabilization. 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. 7 Yes [—]No Not Applicable The tidal and freshwater wetlands on site will be preserved. New addition is over 100'from limits of wetlands. 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. ;F] Yes No 0 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 0 No' ✓1 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. YeLl 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'M—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes C❑ No❑✓ Not Applicable _ t 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 ❑ No❑✓ Not Applicable PREPARED BY Bruce Kinlin , TITLE_Architect DATE 06.27.24 k,� . N �l , , � , , R \ < 1'1. \ 11 , ` c \ \,,., \ \\a 12-M \ \, a, , ,,. \ \\ , \z \ \ �.,,:.. \ .\ d ,, , .. \ \. \ \ \ \ \ .v« „ \ a s� .'\, \ \. ,. , \ ,. \ \ , \- :<_, .\ \ \\. ,.., \\ ", ,,, \ ,r; \.03..00 \,. -.- \ -\ \ \\\ , .h,,, s ,- "' ..., \ h ,. \ ,\\ r\\ `- \, \ \ \ .. \ cha \,,, \ , \ \ - \ , \ \ \ \ \, „ \\ „ .\ \ ,\ \, a. ..., a \�.., \ 3. \ „ '? x . cs ,o .. . t , , ✓ .. \\.,o- Y.,. ,\ a. ,.u:: f. ..., \� �\\,:. ,.. .\%..,.. , x- C,, \, \ , \ . \ c0 \ a.,. ,,., \. \;.0, ,.,, \ . \ . .... :\, \ `-;... , ..4.. fir. , „ .,. �,. .. \ ,,. K<, 'v '4,:. , �.:,, ,,,,, e,,., .-< , ,, \ a. \ \ \ \ \ 11 13 4 \_. .,\\ , ,,\, x a \ \,.... J 4 \...... \\ \ „ �\ \ ._ , \ \<„ ,. \ ,, h, s \ \ �\ \,. \ \: \ ., ,.,, ,.. ,\, \, ,, nos >.. ... ., , ..,„, , ,.-...,.\. , ,�. C a \ \ a. .\a. : ,.. , \. , ,, \ \.Y , ri. \ `�as ,.. ..... .. ..F ,, ,Aa .,v\.. \ \ sm \, '` '\ 11 .. \\ �.:.>,h , \� ^, % \ --S,r'�'k,.:> .• i„ tip:+ v \ '\ \.., �� ', \ � \ `8^^. \\; ,. '\�`' \ ,� , \ 11-1 Al % \: <,\ \ tip'r f< a: \ \,\ , \ \ t; \�\, \\ 3A \ \ sEk o Jo 1^ ,z t \.<.. :co \?" ", \ \\� CT) 1 J \ ,, , ft - \ \ \ , } - .G.,,,u k \ a W M k \ \ 1 ~ r\ '^ \ \ \ :' r �, \ '`\�\ \\- , a� ,.. ;;ddt Ala ''. S .• -^`-so'1, :r-... I ^..4 REscf�+r` ..>�'af^jx.I \ % 1\ ,,\ �"C,\,. \�\�\ \ , \ Y 4�\.\a``a\-h";\\ 01,� \'\,� \," v +\ ,\� 9,1 ��'a'....� za a.,A xl ++ I I -s 1L\ \It 2- \ T f \ .-`` ,a. \ \ ,r\,;?\ \\ "#"Y,\`�.\s\'Y*, \k\ ,, ,'�s ,,'C„ %•, -.. e �- '�� J 1 0 -.ti nl" -n. ,-`°'�,� \\,'k � ,\\\•` \ \�\ s I'll 1� 11 k\\ \ \. \ `\ X:, aso, `� . `\ 1 -1aa _ e.r `in `'i 7'! t r ..4�',\ \ ''",`," � '\ a\; \\.,\\ \ \ \\\ 'vt.. \�\ `, n\* 53 ` •t> 3.16 1 3r %� 1.. r +� 1� J$; z F\z ri� � \. ,v\N \ � \ �'� v.\\\ ,v\ : ',,,\ 1 gr az t`^.,. 'sw�. .a.¢nul y - 1 a a. �` ..' °! �'�i..:,M I 1...i f "_„ \? \�,\��. \\• '' \ �\. "\ .\ \ \�, ,r.--•a 1, / , zBain \k N'- �-'lk I- �I it r'"rf r' "' f l z `•, \ \\ k \\\\\ \ } .`: \ ,�\�, ZY\ \4\`v a l\ \;�✓' K, \'9� 'w 3A ETEWS 7 21Af 1 �_J3. ' 9J qx 1 5 vr�5- \L 'w' "\\ , \ ,"\\ \ v ��\\i� 1s ...,..,t ( '�r:.. a as ,I ,l'ioJ ,a�ry',,�J.r i>. 't;" :.s ,q g' 1?\'\ \\\::.. \" . F \:. �I1,_ \ \. \� \.� \,.,.'a ,TA a :a ��. �'7-" ! .y,s` o3a�fi• ,r�3 ,% i�, -1"3 1 1 ,'u.,L.. j� �` " ,� \< :`\", \. ,,3,\,a {�\ \\' ;`�� r 'llr. '� <c+ 1s7, s it a - 1 a \ .,::ti a5 a z 3 a r a \ \t \�\� \ v. ,\, \� \,, r \\..:; \ T ?;to-. �� ... .„ \.."`-: I I 9 w. i;; 1 AA \ ,zv '�,\\`,\., ",, \:,\ „\^, •>: �'" \k7\ '*..- `ti. �'.znl s.l, J.lz/ - 1 may, 1 ��1�1 '"M xa kwl� r 34 /: f kj'r'\ \, \ t\ ��\ x , ,.,v` \ .\...:. '\ ,+,c, \`, n+ - +s ! c! 313 s'9 .H�,-r.i n.z l 1.>n •�! j l -�3' _ I�' e %'\\\ >, i � ,k\\ :\ ,, \ \ ;\ \. \w Y,, vtiv. aJ r2.5 a ( ...;•�_ n- -..--{...-_;�._..,\Yl.\a \*� \ U\ :`'\t \ \ 5 \ \` \i .A(cl �' ,u { Ef L_�:°- 1 1 3 f` a., t3� \\< -\ `< ;' \, `, ,k \ '\ ,\ 'S \.. _'�\ \,. \:"; r&i1 i� 1 -d •-.rc- crsc€:;, --1 k. _ ,a ca t` ,� T`\<�\ 'k' \ Q `,\ -"\ \\ \\ a \'\,. \\'"'�?� \ t_.._ - ,.L!_,�+. _-sr ai-iw. - jai: _I s _ e `. .' {i ;€\\� �'` .,iv ��\`„ `;k\.�\'`., \a�"� \ \\ \, :.;3 nve �,,,w>'" T I a `1 z.,a a 'v� ez {l \\\ ,``\ "*°v\\ '•,\ T`r\ \ ,*' c \ \\ \P\,. c,• k a.l l•''rs v'=� iaa S \: '\\ \, ],, S Y '•F©-�,..- la:i \ 3 'L.'",'� xt 3.J \ \ ^.� �.+: \. \ x.\\ \,`,"\`\\ ,,,�I; \ : V s.ti:*. 1Aa "' I -w z.,a.T �\:"s\ \. \\ \ \\ \.a\ c \,. \' \\k \ ,, .;.:>"x 1\.\,\<,'`,>'�, ,.. a.aa y,r'r» is „i,.aAc<i i acc>F_�-7.,.{r !S. �-;a— tllry { ,r �q fan- 'F\`, •, .;v'.�\ ,,, \,, \ \ \ \\ti \k �\s\ �,. Y \ '\\ \\ ._. c,, .,ry _ _� '1 �z-�^dclt-_B n { f ',.\\,a " rz ^<�\\ \ '',\ \ ; v\ M11 \zall ,, � ,, ;" \ ti \\,,,� v Y\,\ al \\ ''*\ \ «-. :'bY ,'.a'a .,x" 1. a -�5 r e' :, x \t. \\�, X�\ `,\„ \+ ,\» ^ :'\, \, \\, `,'• \.�,i, \ n saA zf zae {{ I fit .{�g �1 ,. 4Bp \:X'':\\ x \``,\ ''` \ ``�`:' •\ ., \\ \ •'Y\\,':. \.� \\ \,.. \\, i \ a} ( v\>`1 mow. + �-= s, �f {,.fI-- e 1 wU t t �•,c,>, \ s,� \'\ ^, v \.v,< `�\ \Y \ \ ,s,�\\''# .' \ , .,I.{ \ \. 3R 1 J ,.`1 _ •z I• ..{ •3�1 ck �Y\\<�' \\ ?'`��\'\, ,' ,`'a ^\' '•,:4"'` \;:- \\"" ::\�'""� , \ Tv\ \ \ \k v., v, \ \ r! 3a ,rA Rf p1 7 tf' tt 9 2.3 1,31.1M<�u 1 \ Y'"-� ," ,l:\ Y`, " \�. + \ J \, .,.`i,\wY^.\<: 38A 1 `' tf 15„ h� 1:OA a5 �. 18.1 II 1,. ,W -:, \y.\v, ,.4`t} i\ 2 z '%"�\:�'v, v \ ,, .k ?� \\s `1+ nA' 1-_____ A: 1 .yam.. ;, _ p \kv \ \*, .:.,\ ...:v \�<' ,\ \ \"\ ,. \ +.\,,, "\.;, :' , », 't. a '45i r ,3.z 3 ' ".:,:r_-..... �. {B�h\ �.\\.\ <.n \3 \:., a »`-,1.. a 1-4 ,'. % r, 'it v,.;,� \ \ '" >\, \ `\\ -'"\ \1+ ,�� \ z ',/ :r zs t _ xos a �� ,b f, B �: \` '":v \\ k, •, " \ ,�k T;\'� \ \: \ '\,\\v \\ \ \ �.:.a\v k.,3 .eN r., i .. 6v a3a fez '.{ to 1�y;; nk\ \ \\.\ \\ k- \ \\ \ \ \- z.za •< ,zz -�s .4ro': a of g:rvus - ,1� -�' �.\--__ '0--t„o.,',* �3 � \: ?v,, \�, , >..`\ "` - "'�\ ', \\ -\\ ! .lor,,iAza �'' ,s, .,.it ? m'k + ,° S% r .i` ! $� r.1 `s\ \,, \';\ ,'\. `.,\ :`\\ \:. „', 2 \k\\ _.>T: �"\-f,. �,- �\ `', \Y',c\ ,.,�..\ \ \` �\" .p .: I-'1P t 1 n� rA r "�� i \ \: ,. .c'" S � <\\ y:: - " �'3^Y£ .19 E, KptFL .�- 1.SA. /1Al/IW. �\Y,\..: \� .\\:: 4 `,. \ k\ \ \ \ \ 1:_---' ( 4`._ ,z„x T., , "ic `'� x. i _Y.... .� r n, *v.^, h \\ x \,v, £`'E'\ t. i, , v "\ \ ,:. f k,•a,. zzM�l ,,.rt -5 1a _ ve� `r i'- 1 P! \\ T \ 1 f¢t ± F. Y\'\ \,:\\ ``zc \ aT,\-.az'c �, ;;\ \ \ \ \ \ \\',"a nw.,""., , a` C^\-• .'t \\\r I-Q 1 i= :,: , t. �, a \\.,..\ a .:. .. w -\-.x .,.. �,' `?,\ .:� x „ ., \ �,\ \ ,.... Mtn., .a g,.,`i`,' 1 \ of I ,*., \2 ,,\. \ ,,<\ v,'1 �" 'x4 \ •,'.; \ , .., _ .,....",. <.„\ .v., x--....__ .1 , ,.t :y Wit" \.. v �"":rr,:- •,\ `'�'* ";,','\ \ \ x. fix. r \,-\ \ \ _ \ �;r r \ \ \ \ \s f \a r. \ \\ \, 1 xI \ \, \ \ .. ,> . ,. \ \,. \ \ ,,,,,, \ a \ , �_.. o..,..� � :Y <.. ; ,., v., �„ r }2a x , v.\ .. ,. h �i1t x..,:,. \. \. .Y \. \ .. , "C.. s, vw,,,.K'� ?...... S nJ,�.,. 1,. t..,. x �, ,J e -'"<' "� 11 COUNTY OF SUFFOLK Q nonce K T. 1"p sECnav rao c ,�_zz_ _ -11 wq�"v�-A--- •�• O .m. - _ Real Yraperlyl o Agency wue+iv.n cc.—an. aw v F oOs n __ ,_y1_ _ __ '^ —_— •." m.... A lrmcnu— ro ,o ,,vYrI9W w PoLNGCIS.Tf TA—IS`Z'-B10E0 M SOIRNOLO ° ss --'-- xw,au --"" — ,a. ---_ .�....,..b (21) m>...�. .r Ax m�cBWzv,1n A I . w __ Cr r y .i .¢�7 4'pr* 'f4-l- >�wj, � � d'��• "a`T:.��"i*" T T.!`'1. - .Rig.• ._TM p V. W { k vi•a Irr e �•yp�.a IYlekr , r�a - - '�. L� �"«,.�: '�.,s •.sm/ �' { `i, r .4�� L Est.,. t � b �x !V r� r�,l,'�i's Ei���t��y��. � 'a��� Z..�q3� y�}�, f�. '��, ��C � •�•_ H r� I 1 Y4 y D- b n�}l' I:I t ' c M M i ,: . logo r 1 Boom- LIM, r �a f fT� ds� •��T ��., FRS � e. t. i 7 y F i Ar Jl� A•1. " tv k 1 4 i =1 � 1 �Y ..L 1f x WIN",r . 4 s. T t , r , Y � y e } r ®Ile 4 )� R 4 it a SHEET DESCRIPTION A-001 TITLE SHEET A-002 GENERAL NOTES $ A-020 SITE PLAN-EXISTING A-021 SITE PLAN-PROPOSED A-101 CONSTRUCTION PLAN-1ST FLOOR o A-102 CONSTRUCTION PLAN-2ND FLOOR ® A-103 CONSTRUCTION PLAN-ROOF A-111 REFLECTED CEILING PLAN-1ST FLOOR A-112 REFLECTED CEILING PLAN-2ND FLOOR A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A-203 EXTERIOR ELEVATIONS TOWN TRUSTEES 10.0623 ZONING BOARD 04.06.23 ZONING BOARD 08.2922 PERMITSEf 06.0722 PERMIT SEF 04.29.22 PERMIT SET 1025.21 FRITZE ADDITION ssoeronm Nul.aen(wFsaNr�vEs w%nvq rsxlns isuw.NEW raucoa3so KINLIN RUTHERFURD ARCHITECTS,PLLC 5sr rtSam srx¢r.su�ez M075)=-1736 NbIYOPK NEWwPo(1WII F.VC(T)5)582.1i3B lin E C E I V FRITZE ADDITION r TAX MAP NO. 1000, SECTION 6, BLOCK 1, LOT 4.3 JUL 2 6 2024 N 560 NORTH HILL ROAD (CRESCENT AVE & FOX AVE) sou �irown — TITLE SHEET FISHERS ISLAND, NEW YORK 06390 BowdofTrustees DISTRICT R-80 ° A-001 PROJECT:350 J GENERAL NOTES CODE ANALYSIS TABLE 301.2(1) w 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN, USE/OCUPANCY.R3(SINGLE FAMILY) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ZONING:R-80 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY,AND SHALL CONFORM TO THE BUILDING CODE OF TYPE OF CONSTRUCTION:TYPE V NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE GROUND SNOW WAND SPEED SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD v FRAMING MATERIAL:DOUGLAS FIR$2 LOAD (MPH) DESIGN WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY,AND SHALL CONFORM TO THE BUILDING CODE OF CATEGORY NEW YORK STATE. DEPTH THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK.THE WOOD PARTIAL 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL UABILTTY INSURANCE POLICY,IN THE AMOUNT OF$2,000,000,AND FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL(WFCM)HIGH 20 140 B SEVERE 40"MIN. MODERATE/ 15 YES WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. HEAVY (ZONE AE) WORKMEN'S COMP.AND EMPLOYEES'LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. 5. SMOKE DETECTORS ARE REQUIRED.ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY SMOKE ALARMS PROVIDED AS PER NFPA 72-SECTION R314 x WITH THE BUILDING CODE OF NEW YORK STATE.REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE TABLE 402.1.2 6. ALL REQUIRED PERMITS SHALL BE OBTAINFJ),AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED INSPECTIONS AND slcN OFFS. W.F.C.M.THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT o UPLIFT CONNECTIONS: ® 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL ALL ROOF TO WALL,WALL TO WALL,AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.38 OR FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. GLAZED WD.FRAME BASEMENT SLAB CRAWL 1.3.3 IN THE W.F.C.M. FIED IN TABLE 3.3. CLIMATE FENESTRAT. SKYLIGHT FENESTRAT. CEIUNG WAL MASS WALL FLOOR WALL (R-VALUE SPACE WALL 2.CONNECTORS CONNECTION, ROOF SPECIFICATIONS WALL EXCEED H TO WAU,E UPLIFT LAND WALL 0 FOUNDATION,OAD.LATERAL LOAD,AND THTT SHEAR O NOT REQUIREMENTS WITH AN ENGIINEERED CONNECTOR, ZONE (U-FACTOR)(U-FACTOR) (SHGC) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) &DEPTH) (R-VALUE) MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE CONSTRUCTION NOTES 4 0,32 0.55 0.40 49 20 or B R�TI/TOP PLATE CONNECTORS: 13+Se1 /13 19 10/13 10,2FT 10/13 1. ALL WORK PERFORMED,INCLUDING MATERIALS FURNISHED,WORKMANSHIP,MEANS AND METHODS OF CONSTRUCTION SHALL SIMPSON H70 OR H2.SA HURRICANE CUPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE,ANY FIRE DEPARTMENT CONNECTIONS WITHIN 6 Fr.OF ALL BUILDING CORNERS.H10 OR H2.5A CUPS SHALL BE REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND GENERAL CONDITIONS AIA DOCUMENT#A201,(OR APPLICABLE AGREEMENT). INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB.UPLIFT CAPACITY 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING AND 100 L8.LATERAL CAPACITY PARALLEL TO WALL. DEPARTMENT OF SOUTHOLD,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN CONNECTOR SPECIFICATION: 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE TABLE 3.4 OF THE W.F.C.M. DRAWINGS.ANY CONFLICTS,OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER RIDGE SIMPSON LSTA 24®16 O.C. FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S OVERTURNINGRESISTANCE BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT 0 WINDOW OR DOOR OPENINGS. FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HIP RAFTER SIMPSON LSTA 24 0 16 O.C. HOLDDWN STRAPS BETWEEN WOOD POSTS SRALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED 4. PRIOR TO COMMENCING WORK,ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS,THE CONTRACTOR SHALL FASTENERS TO EACH POST. RAFTER TO STUD/TOP PLATES HTS 28 0 16 O.C. VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/(2)ROWS OF 16D COMMON NAILS 0 6"G.C.MIN.UA.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/2"EDGE&5"END DISTANCE MNIMUM FROM CONCRETE FACE U.O.N. RAFTER TO HEADER HTS 28 0 16 O.C. 5. DRAWINGS INDICATE LOCATION,DIMENSIONS, REFERENCE,AND TYPICAL DETAILS FOR CONSTRUCTION.MINOR DETAILS NOT USUALLY PROVIDE HEAVY WASHER&TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS.EMBEDMENT LENGTH SHALL SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WO BE MEASURED FROM TOP OF FDN.WALL OR FOOTING TO WASHER EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE RK SHALL BE INCLUDED AS IF THEY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. LSAT 18-2.5 FT WERE INDICATED IN THE DRAWINGS FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING; LSAT 30-3 FT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY,THAT RENTS IN THE 4'PERIMETER EDGE ZONE OF ALL ROOF AREAS,EID COMMON NAILS WILL BE SPACED 6"O.C.AT PANEL EDGES AND 12"AT HEADER TO JACK STUD ARE DEFECT FREE,AND MATCH INVOICE.CONTRACTOR XTO T BE RESPONSIBLE FOR INSTALLATION,WHICH MAY INCLUDE BLOCKING, INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES,8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER:6" MST]48-10 FT SHIMMING,ETC.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS SPACING AT PANEL EDGES AND 12"SPACING AT INTERMEDIATE SUPPORTS.THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC.HEREIN. PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. MST]72-16 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS,CONDITIONS,MATERIALS AND FINISHES WALL SHEATHING: SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 0 16 O.C. WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS, EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND P LONG MIN. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4"O.C.AT PANEL EDGES AND 8" STUD TO SILL SIMPSON LSTA 36®16 O.C. NECESSARY CRAFTS.AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER O.C.AT INTERMEDIATE SUPPORTS IN THE PANEL. PERFORMANCE OF THE WORK.ALL WORK SHALL BE PERFORMED BY DULY UCENSED PROFESSIONALS AND AS REQUIRED BY STATE SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING.ELECTRICAL,ETC),WHO SHALL ARRANGE FOR AND OBTAIN IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. REQUIRED INSPECTIONS AND SIGN OFFS. PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOWN TRUSTEES 10.0623 HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY.CONTRACTOR,SUBCONTRACTORS,VENDORS AND MATERIAL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. ZONING BOARD 04.0623 SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR BOOR JOIST BRIDGING NAILING SCHEDULE: (FROM WFCM)ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. ZONING BOARD 08.29.22 . CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR FLOOR DIAPHRAGM BRACING: PERMITSET 06.07.22 OTHER TRADES.SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS,AND BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO PERMITSET 04.29.22 SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS,HAS BEEN COMPLETED AND IS ADEQUATE BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4'C.C.. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING PRIOR TO COMMENCING THEIR WORK. PERMITSET 10.25.21 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES,AND EQUIPMENT,AND WOOD STUDS: Q FOR ALL HANGING FIXTURES, BLINDS, ETC. ALL WOOD FRAMING IS DOUGLAS FIR R2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4"INCH PLYWOOD. INTERIOR WALLS,UNLESS RAFTER TO TOP PLATE(TOE-NIALED) 6-8d PER RAFTER NOTED OTHERWISE ARE FRAMED WITH 2X4S.AT ALL CORNERS,A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR TOP PLATES: CEILING JOIST TO TOP PLATE(TOE-NIALED) 6-8d PER JOIST FRITZE ADDITION RECOMMENDATIONS. DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS.THE DOUBLE PLATES SHALL CEIUNG JOIST TO PARALLEL RAFTER(FACE-NAILED) 8-16d EACH LAP FRIT xa�RcaoL DITIAu�Awxao 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES,INCLUDING STREETS OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTEROR OR INTERIOR LOAD BEARING WALLS. Fsxelarsuw,newmpxae3so AND OTHER AREAS ASSIGNED TO,OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CEIUNG JOIST LAPS OVER PARTITIONS(FACE-NAILED) 8-1fid EACH LAP CAUSED BY CONTRACTOR'S EMPLOYEES,SUBCONTRACTORS OR THEIR WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY COLLAR TIE TO RAFTER(FACE-NAILED) 8-8d PER TIE RESULTING TRASH. 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION,AND SAMPLES OF ALL MATERIALS AND BLOCKING TO RAFTER(TOE-NAILED) 3-Bd EACHEND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. RIM JOIST TO RAFTER(END-NAILED) 3-16d EACH END 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS,AS APPLICABLE 0 THEIR CONTRACT,WITH OWNER. TOP PLATE TO TOP PLATE(FACE-NAILED) 3-16d PER FOOT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT,INCORPORATING ALL STANDARD GUARANTIES AND TOP PLATES AT INTERSECTION(FACE-NAILED) 6-16d JOISTS-EACH SIDE WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION.COORDINATE WITH OWNER. LEGEND 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION,OPERATION AND MAINTENANCE MANUALS,INCLUDING ALL PRODUCT STUD TO STUD(FACE-NAILED) 3-16d 24"G.C. GUARANTEES AND WARRANTIES TO THE CLIENT. 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRIMER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION,A JOB R' PROPERTY LINE 1 PARTITION TYPE HEADER TO HEADER(FACE-NAILED) 2-16d 16"O.C.ALONG EDGES FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINUN RUTHERFURD ARCHITECTS PLLC: �----- CENTER LINE 3-16d PER 2 X 4 STUD 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR TOP OR BOTTOM PLATE TO STUD(END-NAILED) 5-16d PER 2 X 6 STUD KINLIN RUTHERFURD ARCHITECTS,PLLC MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY.THESE DRAWINGS ARE NECESSARY FOR OR EX ISTING XISTING CONSTRUCTION - , O7 e;a�v sml,mFtT.slmEex Tu:lz>r ess� ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, HIDDEN, DETAIL REFERENCE 6-16d PER 2%8 STUDr+nvroax,nevralm uma Frs:l»sl searTAs WINDOWS,DOORS,ENGINEERED TRUSS FLOORING OR WALL SYSTEMS,HVAC DUCTWORK ECT. A401 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB.THE ARCHITECT MUST BOTTOM PLATE TO FLOOR,BAND.END,RIM JOIST OR 3-16d(1,2) PER FOOT BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. EXTERIOR DOOR TAG BLOCKING(FACE-NAILED) 1 O2 22. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB.THE ARCHITECT MUST 01 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 6-8d PER JOIST A211 SECTION REFERENCE BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. O BRIDGING TO JOIST(TOE-NAILED) 3-8d EACH END O2 WINDOW TAG 23, AL ON OF AND CONSTRUCTION , BE INCORPORATED INTO THE WORK SHALL D IN STRICT ACCORDANCE WITH THE LATEST BLOCKING TO JOIST(TOE-NAILED) 3-Bd EACH END TRADE S THE ASTM SPECIFICATION APPLICABLE,AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS � TRADE INSTITUTES WHERE APPLICABLE.ALL MATERIALS INCORPORATED INTO THE WORK SHALL.BE NEW. ELEVATION TAG ro 24, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. GE) INTERIOR DOOR TAG BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 5-16d EACH BLOCK y25. ALL BUILDING LOT LINES,AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. O7 A-201 EXTERIOR ELEVATION LEDGER STRIP TO BEAM(FACE-NAILED) 5-16d EACH JOIST GENERAL NOTES JOIST ON LEDGER TO BEAM(TOE-NAILED) 5-Bd PER JOIST MA REVISION CLOUD 01 RIM JOIST TO JOIST(TOE-NAILED) 5-16d PER JOIST RIM JOIST TO SILL OR TOP PLATE(TOE-NAILED) 3-18d(1) PER FOOT e�oo-J 0 04 s 02 INTERIOR ELEVATIONS NOTES: ^ L 03 -FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING PROJECT:350 a N/F SAMUEL R. & LAURA B. MARSHALL SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE ON SITE SEPTIC SYSTEM OLD SHORE LINE 4 PT. (EL=0.00) Pt 5 PT. ( (EL-0 ` 00). � \. EL=0.00) N 86'51'00' o N 8651' E ro 55't DEED LINE W S SB h^ o \\`32't �'2 6 bg0p• S�'� 75' HAY HARBOR I nl��� �O F SETBACK 52?v�n ' z 6 PT. 2 m (EL=O.OD) WfttlltlN!((+HTNfiAIiY.L;:lN:B;1N�?,Y. O q0 �. 8 PT MONUMENT. \ I •CP \ LIMITS OF FRESH WATER WETLANDS �/' .\ AS FLAGGED BY N.Y.S.D.EC.(1999) / Sin,1 � a\ �... /., FF 16 6- •\ \ LIMITS OF TIDAL WETLANDS AS FLAGGED BY J.M.O. CONSULTING e \ IX.DRIVEWAY (1999) /. IDEN accrc _ APPROXIMATE HIGH WATER \ BUILDING SETBACK LINE FF 176 PT. M NUMENT \ 1 (E=0.00 BUILDING SETBACK LINE `\ TOWN TRUSTEES 10.06.23 ZONING BOARD 04.0623 y�hOP a?�`' co„• ZONING BOARD 0&2922 O'l0P PERMIT SET 06.0722 LIMITS OF FLOOD ZONE AE 66 PERMIT SET 04.29.22 ELEV.-11.0 AS SHOWN ON F.I.R.M. 8y�Sg. �'"`'"'"+• •C" \� ESBpCK • SUFFOLK COUNTY,NEW YORK Bg gl• \ 3 S�' S PERMIT SET 1025.21 PANEL 19 F ID26 OFFO• �M`' ``� 4yf 'n'jn \ FRIIZE ADDITION \ !�� ,� 6W NM1X N6LPOAD(CNESCF'RAVE6fo%nVEI Fsxsns suw.rev rosN oesso N/F WILLIAM C. RIDGEWAY \ SINGLE FAMILY RESIDENCE 1' MUNICIPAL WATER SERVICE ON SITE SEPTIC SYSTEM l� \ KINLIN RUT HERFURD ARCHITECTS,PLLC 69 FaA66TX 5iRFET,6LQfEP1 m(2u189S2 Nexwac Nexrosa 20022 M(M)ls M S 67'51'10'W 2 PT. 28.74' (EL=0.00) 1 PT. MONUMENT K (EL-0.00) i� FOX AVENUE SITE N EXISTING N o N EXISTING SITE PLAN A-020 OQ'� PROJECT: U N/F _ SAMUEL R. & LAURA B. MARSHALL SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE ON SITE SEPTIC SYSTEM OLD SHORE LINE 4 PT. (EL=0.00) b 7 PT. 5 PT. (EL=0°00) (EL=0.00) N 86'51'010*E c N 86'51' E ® N 55't DEED LINE q HAY HARBOR ` ;I� oO F = SETBACK 1 �I a L�1i rn 6 PT. z m (EL=0.00) I s l 33'f u1t771rl.fn;U!lNill81%:rl'�r:';Np;rtjt Ila 8 PT MONUMENT. (EL=0.00) s ��. LIMITS OF FRESH WATER WETLANDS AS FLAGGED BY N.Y°S.D.E.C.(1999) / �y \ LIMITS OF TIDAL WETLANDS\ _AS FLAGGED BY J.M.O. CONSULTING , \ EX. DRIVEWAY (1999) �5..:..,:..,. ppcx)curc APPROXIMATE HIGH WATER \ BUILDING SETBACK LINE PT. M NUMENT ` (E-0.00 BUILDING SETBACK LINE TOWN TRUSTEES 10.0623 h G,� --�h,,,`r+<• \ `\ ZONING BOARD 04.06.23 ZONING BOARD 0&2922 PERMITSET 06.0722 O�h4' LIMITS OF FLOOD ZONE AE J•'�"`'nin;;y ,2p 0. PERMITSET 042922 ELEV.-1 5 1.0 AS SHOWN ON F.I.R.M. 6 NSg, ^�k. �', 6 SUFFOLK COUNTY,NEW YORK6 4�.0 \ S SE PERMITSET 10.2521 PANEL 19 OF 1026 9 O?" MAY 4, 1998 fF0 � \ �a FRITZE ADDITION \\ � :. lfiO NORM NlLRORO(p1E5G;1VfAVE aitot.Yq 1�1 N iIlXER45LAND.NEWYQiR0839O N/F \ �$ WILLIAM C. RIDGEWAY \\ h } £ SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE \ ON SITE SEPTIC SYSTEM \ J� \ KINLIN RUTHERFURD ARCHITECTS,PLLC fig Fest 84iHSTREEf,51111E92 TEl:R�189S2J.® NEW 19N(NFNYORK]0013 FAYtilfi)58T1]3a S 6751'10 W 2 PT. 28.74' (EL=0.00) 1 PT. MONUMENT x (EL-0.00) ru ySITE PLAN- FOX AVENUE PROPOSED N A 021 O01 PROPOSED SITE PLAN PROJECT:350 v LEGEND �a EXISTING RESIDENCE (NO WORK) a ——————————— I I I I I I ------------------, — I TOWN TRUSTEES 140623 UP WAU(WAY I BEDROOM ® I ® I ZONING BOARD 04.06.23 I ZONING BOARD 082922 — UP PERMITSET O6.0T.22 PERMIT SET 04.29.22 PERMIT SET 102521 I i I I UP III I I FRITZEADDITION \ I I �I I N91NO0.TN MLL0.°M(piLSCEMAYE6 R)xlNq RNNE0.45UND.NEW YO0.N 0839D I I I I I n® I I I I I ----------------------j KINLIN RUTHERFURD ARCHITECTS,PLLC N m wNara NrNNEr.simEN] (Yu18962988 NEWYO0.A,NEWYO0.NSOD33 iAL(7)5)SN?I)3N k FLOOR PLAN- 1 ST FLOOR Q O A-031 01 FLOOR PLAN-1ST FLOOR PROJECT:350 N ,/,N.,,.ro. a LEGEND EXISTING RESIDENCE NO WORK MOM,all�l,,,VrIVI __ I } I - �I I- IJf'r - i 1 1 , i 1 r T7 I` TOWN TRUSTEES 1GG623 1 _ - BEDROOM I ZONING BOARD 0406.23 , -- ———— ®—— — ZONING BOARD 092922 _ r PERMIT SEr 06.0722 PERMITSEr 042922 PERMITSEr 10.26.21 , rJ _ FRnZE ADDITION BATHO �J� _ IrIJ I - h - - .� r lip, , ,�,�. �-• L i�r: y 1114.10//0/ -- --- ;`I I 'I '��r ;�. Ire - --✓*1 Ir'I _ - I , - J KINLIN RUTHERFURD ARCHITECTS,PLLC sor zoarxsmeer,sxteez FAI:(775)!Wll9 Rexroac RDxroaA loon fAlC tns(seanae ryi X FLOOR PLAN- 2ND FLOOR a u ° GIN 1 FLOOR PLAN-2ND FLOOR PROJECT:350 A-032 N 311r-''-0' LEGEND EXISTING RESIDENCE (NO WORK) S a_ e� - J I _ 1 , 1 I • - - I - l� : -t I1. TOWN TRUSTEES 1006.23 ZONING BOARD "0623 l`tT• ZONING BOARD 06.29.22 PERMITSEr 06.07.22 I AJ I I'`t` I t ��'t PERMITSEr "2922 PERMIT SET 102521 - n �J� z FRITZE ADDITION - - I tt IJ' IT,J,1T'�. " I - �� I"-' J_ J I J I FlSME166LV10.NEW YOFN06390 I - r f - 1 _ 1 r r 1 , KINLIN RUTHERFURD ARCHITECTS,PLLC sv�Iwm smeer.sul}Eex Tu:a121s9}Zg98 FLOOR NEWYp0.N,NEWI9PI{]WTl iNt(TT6159]•1138 K ROOF PLAN a i� U O c 01 FLOOR PLAN-ROOF PROJECT:350 A 033 N CONSTRUCTION LEGEND .a a NOT IN CONTRACT NEW CONSTRUCTION CONSTRUCTION NOTES 1. REFER TO SHEET A-002 FOR GENERAL NOTES& SYMBOLS a 2. REFER TO STRUCTURAL DRAWINGS(S-SERIES) FOR FRAMING AND SIZING 3. REFER TO WINDOW&DOOR SCHEDULES (A-500 o SERIES) FOR SIZING&STYLE 171® DIMENSION NOTES 1. ALL WALLS DIMENSIONED TO FINISH FACE 2. ALL WINDOWS DIMENSIONED TO ROUGH OPENING 3. ALL INTERIOR DOORS&DOOR WAYS DIMENSIONED TO FINISHED OPENING 1/A-201 3T-11" 14'-8" 23'-3" / NOS S��pGK 3•_9" 7._2" 1 "R.O. 106 107 I TOWN TRUSTEES 10.0623 nm a0 15'-4j" 4'-5' 3'-41" I I ZONING BOARD 04.0623 C EI I UP WALL®AY e�m BEDROOM ZONING BOARD 0&2922 PERMIT SET 06.07.22 EX. PLAYROOM I (CONNECTION TO EXTENSION) —101 tO ———— __ UP I PERMR SET 04.29.22 2'-11 j" in 101 I PERMITSET 30.25.21 R.O. . I 3_0• v� � m I 'N s-6" a'—s• 2'-7j" B'-1 6'-6j" - m FRITZEADDITION 3 I meo xonTM xw.wnlwrsammua m wxmvo � / I FlSXEPm LSWO,NEWiDRrc 0m390 / 4' 24" 'l YQ UP102 4 — I IM o a' STORAGE N I O N o I 03 m ITN L ---- -JN toz ,] 1 KINLIN RUTHERFURD ARCHITECTS,PLLC 4'-5" 4'-OL" 7-7" 7'-7" 4'-Oj^ NevmnsroriB2 'i�sl as [J /� 14,-10• 42'-6" 1/A-202 k CONSTRUCTION PLAN- y 1 ST FLOOR Q 0 A-101 01 FIRST FLOOR-CONSTRUCTION PLAN PROJECT:350 N CON TR TION LEGEND a \\\\\\\\\\ NOT IN CONTRACT NEW CONSTRUCTION CONSTRUCTION NOTES 1. REFER TO SHEET A-002 FOR GENERAL NOTES& SYMBOLS C 2. REFER TO STRUCTURAL DRAWINGS (S—SERIES) FOR FRAMING AND SIZING 3. REFER TO WINDOW&DOOR SCHEDULES(A-500 o SERIES)FOR SIZING&STYLE ® DIMENSION NOTES 1. ALL WALLS DIMENSIONED TO FINISH FACE 2. ALL WINDOWS DIMENSIONED TO ROUGH OPENING 3. ALL INTERIOR DOORS&DOOR WAYS /T DIMENSIONED TO FINISHED OPENING Y L1.1 32'-4" 23'-3" 'a R.U. TOWN TRUSTEES 10.D623 ZONING BOARD 04.0623 3'-4�" 2'-9g 8'-7 2—8A" 4'—Oj" 1 ZONING BOARD 08.2922 BEDROOM u`wo 1O PERMIT SET 06.0722 . _� _ •� 211 M I rn ���TL,� ——————— PERMRSEf 04.29.22 `^- _J_,j� PERMITSET 102521 Y — 1 6'-6j" 4,-44" 7'-31" - N FRITZE ADDITION ———_ 3 N � __ ssoxoAm xiu aaao(wcs¢nr�vEe Far�vq I f6NEiSI5N1ID.l�WVOFIt 08390 tN �N n I I i f n O 14'-5d I I BATH I ° 1TI r i i �1.L ° n I LIjI Twil -i — W a 1 I1�_81. I I in J. z'-1�• 2-1�^ g R.O. R.O. 3 `j KINLIN RUTHERFURD ARCHITECTS,PLLC 6'-58" 2'-3 6'-53" ssras(eom srneer,atmeea ifl:(2ulas6 5'-5 " 4'—Dr�^ nEN'YORN.NEW19RK 100]Z FAIL(iT5758hf138 15'-2" 4'-0j" 4'-6�" 33—2j" X i� ci N CONSTRUCTION PLAN- 2ND FLOOR a a A-102 OO 1 SECOND FLOOR-CONSTRUCTION PLAN PROJECT:350 N CONSTRUCTION LEGEND a 4 NOT IN CONTRACT NEW CONSTRUCTION CONSTRUCTION NOTES 1. REFER TO SHEET A-002 FOR GENERAL NOTES& SYMBOLS y 2. REFER TO STRUCTURAL DRAWINGS (S-SERIES) FOR FRAMING AND SIZING 3. REFER TO WINDOW&DOOR SCHEDULES(A-500 SERIES)FOR SIZING&STYLE a 0 DIMENSION NOTES 0 1. ALL WALLS DIMENSIONED TO FINISH FACE 2. ALL WINDOWS DIMENSIONED TO ROUGH OPENING 3. ALL INTERIOR DOORS& DOOR WAYS DIMENSIONED TO FINISHED OPENING 771 ,'r TOWN TRUSTEES 10.0623 t ZONING BOARD OAD623 ZONING BOARD 0112922 ' I t PERMR SET 06L0722 PERMITSEf 04.2922 I. 1 1 1 1 L I 1 11 1 1 1 1 1 1 1 1 1 - PERMIT SET 102521 i FRITZE ADDITION iI 1 il4 �i KINUN RUTHERFURD ARCHITECTS,PLLC 33'-2 N-YOM nWWl=e' oisls"sz-v'x K iC CONSTRUCTION PLAN- ROOF N A-103 O01 ROOF-CONSTRUCTION PLAN PROJECT:350 N Ij❑Ll a Q ELEV It -67 ——— —— 0 ® ROOFING TO MATCH EXISTING RESIDENCE MARMN WINDOWS AND DOORS WILL BE INSTALLED THROUGHOUT(SEE WINDOW AND DOOR SCHEDULES FOR SPECIFICATIONS) I I ALL EXTERIOR CASINGS AND TRIM WORK 203 TO MATCH EXISTING RESIDENCE — c IN. s` BATH SUB SHINGLES TO MATCH EXISTING 102 F103 RESIDENCE . . . . . . . . . . 13 I� IST FLOOR SUB �5-" ELEV (0._0.) ————— —— ———'—— — — �FLOOD PLAIN $FOUNDATI SB ELEV (-3'ONLA —0-) 02 EXTERIOR ELEVATION-NORTH ❑�❑ TOWN TRUSTEES 10.0623 Vr•�'-�' ZONING BOARD 04.0623 �r ZONING BOARD 08.2922 o C PERMR SEf 06,0722 I PERMITSET 04.2922 L= PERMITSET 10.2521 8 ® FRITZE ADDITION 660 NOfIM N611xYD(GiESGNTAVE 6 il9lAM] iExEB 6Ulm.HflYTORx Od990 h T.0 I I —— ELEV (f21RIDGE'-6') —— — — —— —— —— — — wnu;u u�i ni ® � ;;nul IIIIII I I I IIII lUunn;, — FM 204 205 206 mom : M 0 ® ® ❑ -oIL2ND FLOOR SUB KINLIN RUTHERFURD ARCHITECTS,PLLC •` 6EYI YORK EWT�OAK WT3� iAC`]12180�STSBB -- �BaTHsue ---- --- ® - - — - — — 1 •1T6 ELEV (t5'-5") 104 f05 106 107 108 �"�� I .1_L�ascszyasswszseva cxc�nasxr>ncti� xvsw� 11.� ICI � �._(��.i � � i i FLOORSUB __ _K I I Illll IIII II ELEV (0'-0") — TTTIII UllI IIIIIIIII IIIIIII111111 uullnnn— ----- -- --- - - �Ii Il�fl — - - - -- ------ -- ----- -- --- EXTERIOR ELEVATIONS �i FOUNDATION SLAB / ELEV (—,-0") (2)8"x20"FLOOD GRATES p °a -201 0 01 EXTERIOR ELEVATION-WEST PROJECT:350 i/r.ra J J �yW+ V S U I�T.O. RIDGE ROOFING TO MATCH EXISTING RESIDENCE MARMN WINDOWS AND DOORS WILL BE INSTALLED THROUGHOUT(SEE WINDOW AND DOOR SCHEDULES FOR SPECIFICATIONS) ALL EXTERIOR CASINGS AND TRIM WORK 20 TO MATCH EXISTING RESIDENCE I�ELEV 2ND FLOOR SUR _ __ _ 6") -—-- -- -- - -- -----— I�BATH SUB \ / SHINGLES TO MATCH EXISTING RESIDENCE J� 1ST FLOOR SUB - -_ __—__—__—-_ . — /�FLOOD PLAIN t�FOUN DAD ON SLAB TEXT-0RIOR ELEVATION-SOUTH TOWN TRUSTEES 10.0623 ZONING BOARD 04.0623 r ZONING BOARD 08.2922 PERMITSET 08.07.22 PERMIT SET 04.2922 $T.O. PREVIOUS RIDGE PERMITSET 10.2521 — FRl1ZE ADDITION m S90 NOgiN NRLRMD/CAESCFATAVEh PoSAVEI FlSXEHSISUVip,NEWYdiN0839D _ I RIDGE I i i i i I i i i i I I I Up ® � m m 06�SUB ELEV(90 _ JYRKYJ 0 20 KINLIN RUTHERFURD ARCHITECTS,PLLC ® 69 Gn 66MSfREET.SUR'SQ TEL'R1]I89}9® / NEWYOgN,NEWYONlt 100f2 fA1C(T1315�-l138 I�BATH SUB 1Ij. I I I \ 6�—I I � I to - 10 12 FLOOR SUB 0000� ed FLOOD PLAIN ___ EXTERIOR ELEVATIONS �i �FOUNDATION SLAB � + -_�` (2)6"40" FLOOD GRATES b 0 A-202 O 1 EXTERIOR ELEVATION-EAST PROJECT:350 1/r.1--w TEST HOLE DATA 1 MIN. ELEV. 12.2 Drawing Copyright 0 2015 7)13(ELEV 5' MAX. . . OBSERVED BY: RICHARD STROUSE, P.E.L.S. 2. I---15 Yz" '� DATE: 11/1999 ISINFECTION 20' MANHOLE (TYP 20' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) GRADE n N 4" INLET PIPE 0 -108n COURSE SAND WITH COBBLES (SP) CONCRETE COVER (TYP) SDR-35 o 1X (MIN) WATER ENCOUNTERED AT 108" 11" i 33 Wilbur Cross Way,Mansfield,CT 06268 EXPECTED SEASONAL HIGH GROUNDWATER AT ELEVATION 3 1'-1 1•=3r 0 20" o ELEV. 11.2 I I, 101 East River Drive, 1st Floor SOIL CLASSIFICATIONS 4• PIPE TO I - -- - East Hartford,CT 06108 NEXT GALLEY o ®® ®� 4"' T 860 885 1055 www.chacompanies.com CPC - CARVER & PLYMOUTH SOILS 3-157. SLOPES I ®® ��i ®® o PLAN %NEW I/A SEPTIC SYSTEM UPGRADE FOR B BEDROOMS I ®®®®®® ® I I N 'f • 13w, oQ 1Y2„ y�<< PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. s'-off' ®®®®®® ® PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN ADDITION AND CLEAN-OUT. 5'-1' I � ®®®�'®® � • O 9 LOCATE CLEAN-OUTS 2' FROM FOUNDATION WALL. 4'-1t 4'-11' 0 7'-6"° 9-1/2 SITE ELEV. 8.7 PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 7 4„ (700 GPD CAPACITY - MAXIMUM 6 BEDROOMS) i 8_Oa _ I 3"� • ` PROVIDE TWO ROWS OF FOUR 30" CONCRETE GALLERIES AVE. (8 GALLERIES AT 51 SF PER UNIT PROVIDE 408 SF OF SIDEWALL AREA) COARSE SAND-GRAVEL (SW) z 1Y2' FOX WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE CONCRETE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS REQUIRED LEACHING GALLEY VDISTRIBUTION BOX L-1 -il- D - =(,V x 8' x GROUNDWATER NOT TO SCALE INVERT ELEVATIONS- NOT TO SCALE NOTE PROVIDE END CAP LEVELING DEVICES AS REQUIRED FUJI CLEAN CEN-7 SUBSURFACE SEWAGE OUTLET AT HOUSE - 12.0 (VLF) NOTES: DISPOSAL SYSTEM OUTLET AT ADDITION - 11.80 NOT TO SCALE 1. BASIS OF DESIGN IS 300 GALLERY AS MANUFACTURED HAY PREPARED FOR FETY ADAPTOR INLET - 11.20 NOTE: RISER COVERS SHALL WE LEIS,WEIGH AT LEAST 60 OR HEALTH CODE BY JOLLEY PRECAST, DANIELSON, CT. APPROVED SECONDARY SA DEVICES SHALL BE PROVIDED "- �� PO ADAPTOR OUTLET/TANK INLET - 11.04 TANK OUTLET - 10.87 2. 4' X 8' X 300 UNITS PROVIDE 51 SF OF SIDEWALL F HARBOR J o ANITA FRITZE DISTRIBUTION BOX INLET - 10.80 AREA PER UNIT. :, p P DISTRIBUTION BOX OUTLET - 10.72 PROVIDE SYSTEM CONTROLS & ALARM 7' LEACHING GALLERY INLETS - 10.50 MOUNTED TO BUILDING EXTERIOR Fo SPee 560 NORTH HILL ROAD PROVIDE WEATHER PROOF ENCLOSURES LOAM, SEED & STABIUZE ALL FISHERS ISLAND, AS REQUIRED (TYP) DISTURBED AREAS (TYP) „ , NEW YORK (ALL COMPONENTS TO BE HARD WIRED) LOCATION MAP SCALE 1 =400 N/F PROVIDE FUJIMAC 100RII BLOWER IN VENTED ENCLOSURE ON DRAINAGE CALCULATIONS SAMUEL R. & LAURA B. MARSHALL CONCRETE PAD EXISTING DRY SHED T SINGLE FAMILY RESIDENCE INSTALL PER MANUFACTURER'S - PROPOSED ROOF AREA = 3,720 SF RECOMMENDATIONS MUNICIPAL WATER SERVICE PROVIDE REQUIRED = 3,720 SF X 2 IN/12 IN/FT = 620 CIF ON X 6' DRY WELL PROVIDE �4 SCH 40 PVC AIR LINE TO BLOWER MAP REFERENCES ON SITE SEPTIC SYSTEM FOR ROOF RUNOFF r . INSTALL PER MANUFACTURER'S RECOMMENDATIONS , LECT' IC B DRY WELLS (TYP, SEE DETAIL) �. �� 1.) SITE & SEPTIC PLAN PREPARED FOR CREEL RESIDENCE; CRESCENT AVENUE 620 CIF / 28.27 CF/VF = 21.9 VF REQUIRED OLD SHORE LINE PROVIDE & MAINTAIN A CONTINUOUS LINE OF <. ��� EXISTING SEPTIC SYSTEM TO BE & FOX AVENUE; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; ` PUMPED AND REMOVED OR FILLED W/SAND NORWICH, CT.; DATE: DECEMBER 21, 1999; SCALE: 1 =40'; SHEET 1 OF 1 PROVIDE USE THREE (3) 6'0 X 8' DEEP DRY WELLS SILT FENCE THROUGHOUT CONSTRUCTION ` N 86°51'00" E (TYP, SEE DETAIL) PROVIDE FORM WWM-080 55't DEED LINE {, \�� 2.) FIRM, FLOOD INSURANCE RATE MAP, COMMUNITY. TOWN OF SOUTHOLD No. N Bfi­ ,00,. F r EXISTING LEACiHING POOLS 360813, MAP NUMBER 36103C0019H, REVISED SEPTEMBER 25, 2009. \\ \ 420.00' �� `� ` PROVIDE FUJI CEN-7 WASTEWATER \ ` TREATMENT SYSTEM (SEE DETAIL) 2 STORY WITH 45 INLET ADAPTOR �� ! , PROPOSED, �i\ ' \ s N 6°29 55 E 20 2 BEDROOM ADDITION \ ' C `° \ ��/ PROVIDE DISTRIBUTION BOX SEE DETAIL NOTES 34.91' TOP OF SLABm11.p \ I 1 \\ . • ( ) 09. FF�14.O0 r' �� \` LIMITS OF FLOOD \ \�'• 6, gyp•. \ / . . �y`-ZOfvE AE ELo=V.=12 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED LN06, "" - 75. � / \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TOy-,. � 0 /// \ y BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ,`P � O ENGAGEMENT. F2PROVIDE TWO ROWS OF FOUR * 2 � CONCRETE LEACHING GALLERIES ft50EA-EN,, -� � \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, ---- -1�------- - ----�UJIMAC 100 RII � NIONUMt=NT 4 N 10'32'35" E �/ - (TYP SEE DETAIL)------ BLOWER 47 83 / r _ 12 � . . � UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO m w SURVEY BASE LINE \ ,.-`� / `� �`� 50X EXPANSION AREA ALTER AN ITEM IN ANY WAY. 2 ALARM ( } LIMITS OF FRESH WATER WETLANDS /� / � �, �, �Q � BACK OF AS FLAGGED BY N.Y.S.D.E.C.(1999) -/ EDGE OF BRUSH ( ) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 5 099531 F SANDY BEACH AND FIELD VERIFIED BY GLENN JUST, AND EDGE OF LAYAV ,� o ,� /` J , PROVIDE CONCRETE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 9pR NP FUJI CLEAN NEMA 4X ��--\ �` JMO ENVIRONMENTAL ON 12/14/2023 100.1I SEPTIC , \�` \\ SEE DETAIL THE LAND SURVEYOR. ESS10 WASHOUT PIT CONTROL PANEL 0 \ U g, `� ��\ ( ) MAIN PANEL = ~� BENCHMARK: CP ROD I 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC IT IS A MOLA110H OF LAW FOR ANY PERSON,UNLESS THEY ARE "PROS" ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LIMITS OF TIDAL_ WETLANDS EL=1 0.99' J T SURVEY TRIANGULATION STATION PROS ENGINEER AROMCT,LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY.F AN ITEM BEARING THE APPROXIMATE 1 AS FLAGGED BY JMO CONSULTING STONE WALK / \J i '`� �' ��\ ��� STAMP O EA�ur�PRM �RED G i `� - 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, M INCLUDE WIRING SCHEMATIC HIGH WATER (1999) AND FIELD VERIFIED BY GLENN JUST, 13 l FF=16.56/ I / �y ELECTRIC ►YIETER ) SURVEYOR SHALL STAMP THE DOCUMENT AND THE 0 / h SECTION 006, BLOCK 1, LOT 4.3 NOTATION'ALTERED BY'FOLLOVIED BY THEIR SIGNATURE,THE NOT TO SCALE JMO ENVIRONMENTAL ON 12/14/2023 70 O ` /`C. �� DATE OF SUCH ALTERATION,�nSPEGFIC DESCRIPTION 0 / 1 STONE WNL ,, _ l /- , LIMITS OF DISTURBANCE t � 6.) TOTAL AREA = 3.90f ACRES. TRAIL- / i�' OB yG ±13,100 SIF ��. ----- EXISTING / /L` ,t�i �� 7.) SITE IS LOCATED IN R-80 ZONE. RESIDENCE / v ECK FF=17 58 i `- E _ 'p�c°�i �T \ 8.) VERTICAL DATUM BASED ON NAVD88. WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6 MESH `\ \� N�F SPACING) tic SFT EXISTING, 2 STORY, 4 BEDROOM \ TIMBER 'ufAENT `�\ \�\ WALSH PARK BENEVOLENT 10' MAX 6qc SINGLE FAMILY RESIDENCE TO REMAIN - ���\ RETAINING '!ALL �� VACANT LAND LEGEND CENTER TO CENTER 36" MIN. LENGTH k <�,yF STONE PATIO PROPANE * `�\ �\ I,t II FENCE POSTS \ PETERS WAY OPEN SPACE PROPERTY LINE DRIVEN MIN. 16" \\ \ \�� �� ABUTTERS LINE -INTO GROUND \\ ��, ` `�� EDGE OF PAVEMENT \ PROTECT EXISTING UTILITY SERVICES TO REMAIN EDGE OF GRAVEL ------------------- N/F \ , THROUGHOUT CONSTRUCTION (TYP) -- b"✓ILLIAP✓I C. RIDGE�JAY � �, ,\ EXISTING CONTOUR -X�CX--- cti FENCED IN fir ~ 03 " PROPOSED CONTOUR xxx PROVIDE 6 SDR 35 R SINGLE FAMILY RESIDENCE / LAUNDRY AREA ` � \ ��? ROOF DRAIN OUTLET STONE WALL HEIGHT 7' O 0.5X MIN. `� RETAINING WALL ^ ^ OF FILTER MUNICIPAL WATER SERVICE �'\ �� LIMITS OF INLAND WETLANDS -A A WFf 16" MIN. ON SITE SEPTIC SYSTEM \ 1 •� -�'' `�\ q \� FENCE - y> PROTECT EXISTING DRIVEWAY & PROPOSED SILT FENCE MIN. •egg. J2 � � \\` \� PARKING TRU ON (TYP) TREE THROUGHOUT PROPOSED TREE LINE 6„ CONS �'° \ TREE LINE 0 \ kk \ �\ \`` OVERHEAD WIRES o/W PERSPECTIVE )MEW �� \ �\ �� NOW OR FORMERLY N/F \ UTILITY POLE -- - \ BOUNDARY POINT O STRAW BALE BINDER \Gt� \\� \ \\ EDGE OF GRAVEL ROAD WOVEN WIRE FENCE (MIN. 14 I WIRE \ DRILL HOLE DH O 1/2 GAUGE W/ MAX. 6" MESH I PLASTIC LINING \ \� \ IRON MONUMENT SPACING WITH FILTER CLOTH z NATIVE MATERIAL No. Submittal I Revision App'd By Date ) E (OPTIONAL) CONNECTICUT HIGHWAY 36" MIN. FENCE POST 0 \ \�\ \� IRON DEPARP PENT MONUMENT(CHD) IP 1 SCDHS COMMENTS PMP 09111l2023 UNDISTURBED C14SECTION B-B >`\ FLOW GROUND WOOD OR NOT TO SCALE \ S 1 47 00 E IRON ROD IR METAL STAKES 317.22' RAIL ROAD SPIKE RRSPK 2 WETLAND NOTES CB 1/2/2024 (2 PER BALE) WELL WATER VALVE \\\� \ �� COMPACTED SOIL"- \ 1�� \\ WV 3 DEC COMMENTS IPMP 01108/2024 EL EMBED FILTER CLOTH - / A MIN. OF 6 IN GROUND10' MIN j� / �1 4" B (�I ({I B SUBMISSION / \ 4 TRUSTEE PMP 02/23/2024 �I �` PROPOSED a I / o SECTION VIEVIEWVARIES I` 'I- ROOF LEADER 1` ` W ! �) (1I RESIDENCE R CONSTRUCTION SPECIFICATIONS 1 8" PVC WYE , y \ � 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH OVERFLOW IV E S 67°51 10' rV \ � r WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 28 74 g OR HARDWOOD. PLASTIC ,STRAW BALE s" Pvc cut JUl 2 6 2024 EXISTING AND PROPOSED TO LENGTH MIN. 6" SOIL COVER t� `� IMPROVEMENTS Y 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH LINING TYP OVER DRYWELL NOT T�0 SCALE CONCRETE COVER I w TIES SPACED EVERY 24 AT TOP AND MID SECTION, FENCE SHALL BE I WOVEN WIRE, 6 MAXIMUM MESH OPENING. CONCRETE WASHOUT PIT FILTER FABRIC 27 ' SouttroldTown z 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY NOTES: ° ° ENvE Board of Trustees SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 90• BEND m 0 0 0 o P Designed B Drawn B Checked B > SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING O O O m O / g y y y W EQUIVALENT. PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 6' SDR 35 PVC ° � )` PMP CB/PMP CB J 50 GALLONS/PUMP. PLUS MIN. 1' FREEBOARD). SLOPE AS REQUIRED O O O 0 0 MONUMENT W r2 4. PREFABRICATED UNITS SHALL BE GEOFAB ENVIROFENCE OR APPROVED °° O 0 0 0 0 N 4779.75 M EQUIVALENT. 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM 1" STONE OR o 0 0 0 0 0 W 2647.04 Issue Date: Project No: Scale: PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES SCREENED GRAVEL. / 6/07/2023 1 076313 1"=40' " 75% OF ITS CAPACITY. 1• s' 1' i W 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT STORMWATER DRYWELL DETAIL 10' / Drawing No.: j OF WASH WATER. NOT TO SCALE SILT FENCE 40 20 0 40 SHEET 1 ai GRAPHIC SCALE IN FEET i� - I