Loading...
HomeMy WebLinkAbout1000-52.-1-3 OFFICE LOCATION: ' ® MAILING ADDRESS: Town Hall Annex ` O P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 1197141, V . A 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: February 7, 2025 Re: LWRP Coastal Consistency Review for PINE WEST, LLC SCTM# 1000-52-1-3 The Southold Town Zoning Board of Appeals issued a determination (5445) in May 2024 with conditions. Jeffrey Sands on behalf of PINE WEST, LLC requests a Wetland Permit to construct a private driveway from Great Peconic Bay Boulevard to proposed private residence and detached garage by clearing the area for an approx. 12'wide by ±200' long driveway with an estimated clearing area of approx. 10,1 00sq.ft.; install water line and power line within cleared areas; install a buffer boundary line using ±100 pound stones spaced 3.5' max apart to limit site disturbance; establish and maintain a 4'wide access naturally vegetated access path to the wetlands/water; the±4,600 sq.ft. disturbed and cleared area within the buffer to be revegetated; and to establish and perpetually maintain a Non-Disturbance Buffer throughout the area seaward of the demarcation of stones placed along the edge of wetlands line. Located: 5445 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-128-1-5 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 INCONSISTENT with Policies 4 and 6 of the LWRP. 1. Portions of the driveway is located within a FEMA flood zones 0.2%Annual Chance Flood Hazard and %Annual Chance Flood Hazard. The probability of the driveway flooding at the entrance is high over time. What is the driveway design at the lower 7' and 8' elevations? 2. Increase the driveway elevation by shifting it east. Try to achieve a minimum elevation of 12'.\ 3. How wide is the driveway? Can it meet NYS fire code? 4. Design driveway pitch so that no runoff could enter the wetland through the buffer. 5. The use of RCA is not recommended. , 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM FEB 0 4 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING 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 Erasion 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 si Wficant 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# 128 -1 -5 PROJECT NAME 5445 Peconic Bay Blvd P"Vw vec.T, L-(-C The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ I. 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: To construct private driveway from Peconic Bay Blvd to proposed private residence,driveway within 100 It wetland setback from freshwater wetland.clearing for 12 ft x aprox 200 foot length driveway.Approximately 10,100 sq ft of clearing proposed within 100 ft wetland setback. Water and powedines to be within cleared areas Location of action: 5446 Peconic Bay Blvd, Laurel Site acreage: 2.68 acres Present land use: vacant 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: Pine West LLC (b) Mailing address: 63 Railroad Avenue,Center Moriches, NY (c) Telephone number; 516-250-8627 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ 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. EJYes ❑ No 7 Not Applicable Policy 1 not applicable to this project Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ✓❑ Not Applicable Policy 2 not applicable to this project 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 0 Not Applicable Policy 3 not applicable to this project 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 a Not Applicable Policy 4 not applicable to this project Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —,Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ®Not Applicable Policy 5 not applicable to this project Attach additional-sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No 7 Not Applicable Policy 6 not applicable to this project,the proposed driveway will have not effect on the nearby freshwater 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. ❑ Yes ❑No W1 Not Applicable Policy 7 not applicable to this project Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No WIN' Applicable Policy 8 not applicable to this project 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.❑ Ye❑ No❑✓ Not Applicable Policy 9 not applicable to this project 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 FI Not Applicable Policy 10 not applicable to this project Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Policy 11 not applicable to this project 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 Plocy 12 not applicable to this project 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 Policy 13 not applicable to this proiect PREPARED BY Jeffrey Sands TITLE Architect DATE Rw qm 1003-00 0.13U0 '810.0, MPTCH SEE SEC.NO.138 -- FORPCLNO. SEESEC.NO R 13501.0349 / �J p iw L J ,r ,samci io: o p 511 >.inc�ty91, 3 ° / 6 Bz . 2 s� = l % Q N SEE SEC.NO. N I S Is 01 �aIS x 1I / EE/ •P'� 4 / 3 ' IN I,I A' t75 r4,.C� ro I6 r/ 33.131. •�� m s \\ 4 Cf'" �" 4 ba• ,S Y9S� YfIN a14,.1 t.tA 333 / Q(4 .3,At ztl 1' �I ti / •0` r \ / r/ Aw i / 31 / u / taAlq` 0 c� y.,♦9�a Q� /_ Eue.om�a.v --LZ.— ""`, (Pt) "' -----' o.ous --`r"-- e�w --w-- ^' r NOTICE ,t,b>n;2y COUNTY OF SUFFOLK © E a SOUTHOLD SECTION NO xti` Real Property Tax Service Agency r � IY mrWramaa4,NY11901 M 13I ,aa 128 mwY1irsJT,�• v P rxc,xe 7000 PROPERTY FIPP nun — FRAMING NOTES' "'°°° ri2�-t DRAWING LIST ' rmwmc[aroua ' ,.•p rR.Lrm tuva[R w•u E wuoe mtmm oamlAa nR-LAlpl e,•,tNRa a•¢xa I a r[r,al arWrwrm•a ,ra,r w�.,Pv.. i Au.npbn Sup R xX,m q•¢wmatt rix Law1 No oAR moo tsa AnA9[n x4aD soauLO �^w n.>-.w ... Im¢ ., •t L at v41 tM•Dxa WAIL E•P•Grm,Prhua L 1/Y.a/e•.D/r amc(W(M A"rat 9-1 R.4 �G,X>�a�LEX•I�ro,."xgDN.may.X¢x,NmuL,�a,.R[ma[»=.nxl�naY�mCYE, w•" A001 DATA SHEET/ DRAWING LIST A•p PnoLDatbD wLLl E Y•Gm aTAa-;-r,DwR[vw[L TAD)/•,wee® �wi.i.+w,.+.wre.+nrea. .wwea��,>,Tw rw"1 b^w a,... alma° Y.emmE>np mp�p�xLsaQ�ma"a�a.D�tm,ap,p.as w A002 ENERGY NOTES AND SCHEDULES •u sua-Qnu m¢xum a ACwm41a Ka tax Arm suR ptlDro ems(sr Art•Dm N•m+o spmuq ,.a„r• a oo;�t Asa 9ral a s[r uXmr wl ruu[a PAROIoa a Da>at,aai.�a,�D,wra a,AY rYp,�a1.aR.wmar.as 91nNN,wmama. ^'••'w". " "•"-•a '.>~,_• RODC R•rIIA A010 SITE PLAN tmr°ra.�nrw xaIIetna A100 FOUNDATION PLAN l Assn TwL¢PecObrm MIIuuY•f DOa n IYYm,b Nm emMD xer iln r11•x Y,oaa Prmnn a N•n•Dra<r m•,t•EO, , ya 'w'�••°••-""�'�^"' R,alw ,w.w w.P+•aa�""••+.. mown nlwV'n "I G mm mma•aaxo,mamlw�¢DM.tl�rm�D.aGQAaa.m.Tma�p m=Ao �- A110 FIRST FLOOR PLAN Iemr m¢am®n»[m®mm.Daxa w.aw4 am®m m•ca,euon r a r are Nwro a.D:9 ra o„at a ra,Da1a '•-•-•" '•""'""0'-""' •°� "•'•' '� 4j "I °1r'Q'-'a'" °Cp°aL w nw'r °"^t9 A120 SECOND FLOOR PLAN apmaaAR m ra mn n gtiava9•m uo�Iw a r[n Ol w4L u NDIo®Aa[RYm a•aCmD•IL[KDI Iem.e p M ma na¢Sap—m¢w LLNAr•t'Mma 6¢mrUpwLS N T .a,w ,wr.v..w�•+w aewwurrrwurr rmvruno>r. w.aa L10¢L'DSSC Rr sRrsoN STROm PO Ibl plmtDw rmD rAmYCM1 �•`•"wr• "• A130 ROOF PLAN alaM1mr.ra tlrL1¢1�.a,w¢R Runt QDwt aAm mq.ems am soa RY w¢atD[..¢>.nm•/aa+a ••�• .wa,... w..rw• AasoaLr w•noma wa1¢rar•Uao m q•r M ARu a ra cwaAlm mus oaa«m Dorm lam mR•¢I¢r Y" "'"" '�-•M ,.;„.,: ,�,�.,d„ ram, -"'"-" A200 ELEVATIONS LDNPIUwra RO¢KMr OaaU atm[f N1ER//ROe1 s(Sa Re0f.11 V aoID REappIML a¢or x[r,ax a•R w.awnw " r. er L l OR EOVa MT-•a PLR SiaaL am¢CAP la•LL rA$YRL P6•RD Y4Ltl•L OWL¢rRrmlV•mar rVA�•XD oAm ateA gGitpt N•Cwm•X¢rm•W m ;r.m�+,..:rv.er..w.M u•1ArS 1XSPNCew6 A300 SECTIONS un..Wy-au�,,.rrm:w wu.dt'•m�lru +,.•LL rC-OaVnRp YRdQ 90.1E E¢DR°•r•aRC Y SDUl.Dan('rDm hR[•Ra}L4,e7fuGla W WgWY IDRQEMf ntmlDi! wn....wr.n. ' 1w^•' ";nm'1 YDDtl'LSSU 111dG1S Y OIgOLC1!OKR •' aG A400 GAZEBO PLAN, ELEVATION & SECTIONS as ATaM1 anDts•n0 K•DQ6 wYL WK eWwo nrrpmq eTalm•9 rp ruuannpe¢awaOm•OM9 •Y.mu•+ /la IIDai(w) MR ra MRRaorm•T ISL 1alo Am 11 rwnn aaaLt 1 a/.-LM,PDp¢xrr•pm.r a1 m xt argt,. ,. mat "•M``m" A410 GREENHOUSE PLAN, ELEVATION & SECTIONS •,O Dixp1 RD(rewpd6 SR vNrasREu XDII!rq•Il Alit Carear4tQ Da+.t -• , x PLYRmD Wa[aY¢.,»oaQa�s.Yaa,�aLE.,PD YXR.Dm�a=xm�aa w " A420 POOL HOUSE PLAN, ELEVATION & SECTIONS u Au.Iasn 9YLL Wx,I/Y arAaxo YNuuu a rmoo nnm r 19ouw a mrrAn[oR s,m<s¢uumramRrns slttM rm EMarIIlm tine) " la�t�,.�6.,>m,m,.,a,»a�aaaa�.aRR-L�arXaaar¢,ml,[•aatm •..w,.,...,v..wwan �•��.".�";�-��."�r.:�.�.v A440 GARAGE PLANS r e r XavuL,Xaoen aamtL ra wr ,a Pas .wn+.nvn c..w ...,'.;.r..., It•LL aDaO rMn rnLLa 9YLL XAK A DOAt,v rNi(DYrnArrwe mrmal•m 9WI[stet ruR Da•)M S•¢tam oamtaw•!M bat mmrvm..n.��r..1 - Rm m Da W rAll BlDl19lC SWILL¢Mlalm w M SAIL aLaN9a+lWt(R Aim 9a1 a rao malt Iw Am a 1/a gIWY•Ll a lalq PNL4 •ov+Lw a ec�"r..� ^�.r�nm�,r w rr•..M1.sq.u'r:n�erva.w,'rinf i•,. , , m r�� LII•L+(am Pla6) amaWlE�m.xxD�gmDa.a¢,a.,�.aMmro�eX matv�.aa[•! "' SIZ SPAOD) A441 GARAGE ELEVATIONS & SECTIONS •p¢•nms Pup¢Aa vtesm ax rwu Arm xnem x AamoAYa tivl M we:ae RmD[e•L mot Ara rr04 0,loE w INr Deam'acY a .-:w.+"•w. '•"^"" rr...»e +4 m r A aPm Ml a wT r¢ .Dw—K ARpaBm DR afu m TAa[—1 w M Um i0fa RlSm[NNL Ct[t f u+••.n1 ' ' D9Gp IfE AIm MAffA wx10 Al GKS Va1e,'1 gtORCDGa ti R06 mw nmmm[X•u E m m•uw Y w D•m•T M tm o M eaQA ev rO<v0 Ru,wa.m..a..a.p..mL , Mm r4L AxD FNPP[Rows rlmQ SIwC to IEba DUN•A1 1. u...., `.,m••R.u.,' ;a aL mlRm RWTa pal G.A MM011B1 m r A,+a M tXm a An Mw1 ae nr m t nr wa1 9 mln �'` xis—raaa l 5 BEDROOMS w•srvxr Room 9uu¢va•n•ax alamva4 rams.wA GQa x•sm a Afa9RaWa tlnl ra K S4+a r[saanu an[ ^`• • '. rnt am nmwirL w[c m Krr rov anm(w•mv®N.Gm sumac) .r..,".w nw. lw rw a, - xi a1.om ReDr swL¢awanal Pe•,Im rM Ip•+xaL snnt,m.LL vwQa u•R•m.x•nP a•rmm.x¢as ra k Sae urtwn4 we - • ' (!Q AirAoo x•eM SOIm4q M.R a 9af¢uM w•IL¢Mt•LLm•tr lK P•u4n Aw x IAm tlu M ew•eaipa IMF.colm S/1 x a GM 9uLL¢MTram rwmaONu m M Roo wmis mA©roauo.•n Mb�00 M•nD0 9u6�L tmr rg3X w _, , „ R�� m •°rp M•n•o+m noxmua rar awva Y•pva,uen er aXrlw a1Pwo x a[mK [pl U4)tO-D NAU �PWnumws wAu¢suarr,m m x ar9eQDr ron APww•L aem m MrA,uTw ..*W.n ,y✓uw.. . Rao=eAPrpu 9Ta a/a•mPlIIY mARD 09.IG PGR CONCRETE/ MASONRY NOTES � •+a•aG flmLe1 a. mom 1.WlweY waimm10119Ux1¢ x Aawaw¢MM M PmvaPlra Dr¢°mM Rae O a[SaM NM1 aC Imovinn CmC w�meww..rw.1 w ——PGR ✓Rva>fe-:�-P[Nr°t�i pl'� (dr m MOJ4MxD .rm•o•X¢rm+M NIOARws n/ASm a .....w vaoa �PamNo a•vmrr eaaamea a w.aswa r.r vwr•m w mne rurrmL M mnoarz i°m¢rmrrem wr(Iq,o-o xris nooN+oar aen} �A1°sFAm r al[4dHC Iai•P[xaN a'q wK(/dD ImiWn Calrbatl oaGOz9 Slat E LNOOrm) a;un.:mwr,a�-ae.v:... mare a••X Y s aC fA• PLYIL000 a.p rwv,m.ta a,atPxa a•m waL¢raule9 a IPmonR®,emr ma.v.vxD..ran.,r•Pem w.rm Dl,n,aw rw mRRR rw,r mw .d''�,a,"OG,r.'71�'�•"P'murc nYi ..Y IIA41•Im Gn atOM a•tl rapp•nDN LLLa 9YLL WK•+p{fx.1♦PKaQE9 K[•.Ill rDalatm SNAIL WK A YJUYIIY ORdawl Or C[®YO,r rm[ "..';'R.. ,�, •m;1 1•DLDSID all 9P1Y faW SQ ruxa Wr aN•L rmrm•rpl wL tleaDt!!•xD IDD,aa s1119 na,'Y•v.n,s ,r,yo�- R•+!r®aAst a5laArta S•It D9It4E SNaLE9AW ATIDDAx m..,.m�V'I'" Nhae studs dont P°• www•ywn•r align K/faFler9 DK w M 1PW r M rsec+L,40,•M Y.e•SILM•laaL. OWL wpK(utXO1,4M1 pmtM1 06,6.[m a aD.raa m OeO m•om RLLTpe 18¢T•Ss TK.•[•G RNrtN 1D.Ia•1•rx Real O!tl-tln 91m m Im 1LL NAQ TrP,...larWae wL mMrRUCnax R•1'rER rt OLr•ts TP.•Gw R•rRb a•11CMIt aM1Q wxl¢m r@ 1030¢900ma Cm[6,ar qD:SLAQ O ® O © mwm IImw Br 9r4a It—lma SQ ATfApEa 5mnrxa SOmIII rwt wIDXO Aw P3 w `• ne.w YOD[[.tav YT 91rsp1 SIPaa 1aS mWgfomrt Hui¢,®M qla mwe CdOR,t II RaPm.•L R[,rP T•10 rKAD roe(art1aR rmem w wEnm 9uL1 '9YPSG'noe 2-la4 COVYG a m oX wcrasr wore a•rrRwm pure -SIYPSON• MR O a•D CF FULL IEx61H a t[e9 0 reeu+c®Pm Sup E ruaM Iran.at 9Ur w ao°u1 N•Pat!sup ee prt R•cR ao wmrzD m,r[mR un°mD901 a...w..>...n....w.�. n enw <nw Dn I-AP ';r , ff SAID RAI[5 e �ABLaW—O °w•uAa kO.d ota•QC¢R®ALQO,ADILY ON rD+A,rmw O'1•MOW![TLFN AmnaNT POAa WOO.xST NpIDCO 1l' ui' atanxa (I.)ID-D NAILS mPa aa"O6L mm t°Om''w.31 ,°aye a,Itt vr[��@a aL•WnW o J•pL stop . wswaD m.r�r Loa xrnsm r^nw snm m sna aaR m w a¢m�i"61n"®mai"(�"•°1•"'t) JwlT m i0P P+AL io 4m0 CONXECnwI•tY a.G 11.M mRY w al rpo1DW PULL E A—W.'—rwgl GeID[ > O GALV.IRTa li OaMI N/IM.U•fr FAG COPNlA m LmE1.Or'Br aPWL Smwp le] GLLV.12'rAL DE-DOMH AT I,OPNER ff STRUCTURE 9 STRIICTtOE NAILING h STRAPPING®FI[TFRIDR 1a•It a9aaK AM)amlAaa SMALL tC E9r4D x ApIADp¢tlM tM•rm t4 Q M aaa NTL aSEltm1 ® O Y(T81 TIOOB/PY06'BY SaNSG SiRwaC 16 YCptL TrtTlY Br 9tPEON SIxMO 1R5 NiNDOW/ODOR HEADER BUILDING DESIGN NOTES 4 .�[ma D ra o0o xm awagRDaa s agora W pal Dw aN m a DG as�.II moo 4m CODE COMPLIANCE REFERENCES: D..m•mr r M nAR TABLE R301.20) 2020 NYS RESIDENTIAL CODE M ARGrtm Sup¢Xmry r AXr v ra omca•¢m xnav ra ow a um loch atXow,ae •'•''sw...n•.n". '•=w �x•moltR°wlwuwxAmwDwwraNDl,mnYXr<•,amX.vLVAnarRPa°so•naaaamRcrwws.um r=''^� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Mma�aYl9aLX.x•mP9MmRra�r mt W.l-� 2020 NYS PLUMBING CODE 2020 NYS am[�M1=»4lWKAY�a¢a«D�axrar,DtPm�XlRE�[Xnam¢mRYaK°tr.G, ENERGY CODE ENGINEERED MINA SU(#ELT 70 DAMAGE iR(al L a errrma 9u�p wK P�iL Xaaxr vxm°LIaC,w"px u••xeaK iM�[ma91 rlcrL 1mwa nopga uu Pes ao mu•2 �n"� �•a,�•w ENO W DESIGNSIESMI iRpST MIN1ER DESIGNSTRUCTURAL LOAD SPM(MPH) E1tPO5URE CATEGORY WEATHERING ENETERMITE DECAY TEMP HAZARDS t�w a X°�NDK 1s9°wtul[mc rm xroc m•asl ,,.+.w,.<,..,w. w«.�n DEP1H a awob,„,.9ral4t a[9o®Im waan Km N•YI/0a sPA2 M xRDAx Aeu w M wDg1 xp wa1¢PA sauna rar 25M 140 MPH D D 1 SnVZE I SS' MOMAIE SUCNT TO Ii 1 YES . COMPONENTS PER ASCE rmt.Lora rom•m roxiwLr4 rmn,xx or a•.mm�rasa rM.®sr rum nux Nr wet xaK.PDd•xr umw DECAY MODERATE umDl SM4l NLK.wsm[tlDM w•r a•Si W.WLL Ibetm Y rra M'eYt,•xD¢Spam uarw,r VAv WITPaer .,,amna ,.n...r 7-1 U t9E scow RnD a M xn Rooxna ooaC rm uoR[¢TALD) rr•,•wwn a 41 n.ar.wa mwII Sup E Irw.®rw•x aam.rz aAmw xe.,¢Nor Yzs,Nw a rare,ar M wa•a•a sow.w• Y ,v� FLOOD DESIGN LOADS PER ASCE ra1w•wu moons uum Manooaa tlup¢•raratrEMaWrA•u®m`mnitl•m([a Rms or xra au vu o�roG®mra) WALL SHEATHING NAILING SCHEDULUE ROOF NAILING SCHEDULUE our x•ar•em sere w•p¢rraAmm rq team w.me v x.xe.rmm•Iwxan Ima1 avatue w m maaa r.••rmr,a rm aac M nmr amxlar atrl eAmra oua tea zeDar noaw MXra>emI aptiul moe Sw vqR,n.ts) 140 MPH WIND ZONE 3 SECOND GUSTS) 140 MPH 1HN0 ZONE(3 SECOND LLIEGUST 24-15 9L41 E D+[Nwrut eml r,x•mur naa•Ie•m rmr Len ix.X ue moue rmr USE 1/2'COX WALL SHEATHING USE 1/2"COX ROOF'SHEATHING al onml WarAvc RDaQ sN4l WK AX IIpA w xm tEo nux m pun¢,¢n amps swu Wx AN ARu o raT pss nIIX m muuR,m FASTEN WITH III)COMMON GALVANIZED NABS FASTEN WITFI BD COMMON GALVANIZED NAILS ,—n vnm� LLm ra;tr waon aWapal,lE�nw amoL) 2'%11 1/2-GA—PATTERN AS INDICATED BELOW 2•%11 1/2'G0.—PATTERN AS INDICATED BELOW HOUSE w/COVERED PORCH: 2883 S.F. GROSS FLOOR AREA a1 omoa wpE a wrwwN¢ tla SDSP Da1r[lmrtso,rwt mNem,eaw m¢w Nn mu arrz SD:o R[umLPa�t�awm,l, GARA E:750 S.F. Mragaa°'Sm'aa°P'•a"" v°n ¢X®"°°"DD`°aR`"�m'""G'°°'wa � © 3 POOL: 544 S.F. FIRST FLOOR 2200 S.F. SECOND FLOOR 2200 S.F. rral R"vAuc a-w 1 — ————— GREENHOUSE: 300 S.F. -P, © GARAGE SECOND FLOOR STORAGE 750 S.F. L.Pr°.me a'..0—Drn ___ _ /{ GAZEBO: 144 S.F. "°Al 1 POOL HOUSE 216 S.F. •�aawmwmme•.nR,rorM•NwmDmw �22 , _ _ POOL PATIO: 834 S.F. [Rpwvm(assmaPxra) POOL HOUSE: 216 S.F.waDm 9m.m•D ID ry © ' /— 2 TOTAL: 5366 S.F. ¢'tea m1O"o•o ma0vD4 9snwo•e[As,a Ps uYM•aua S / O © I I LOT AREA = 716,589.5 SQ FT a De9aa esremnm ae a umPLt r tMSXarm m9aa lNi grown nLaPA,;aa,aL a mPn� s Ert mNa..mal;ml aer aaw.ala o.M esm umwrul art e.Nn,Drt mII) 4• - _ " Mn eam[mRDAR Pxaa pal E rwmm w aL a•re aowDa a aDa. w,p E r•„P®m M Rawa a M row s �(s 0 I MAX GROSS FLOOR AREA 8014 SO FT MAX _eu¢rcea rams m rnIIer rea xra ewxe omRa P•Xaa waL¢r•srtan ra tlq a 1/t a rom tote•,s•aG raN rwps trm 4• rmmR,xt�aIIm X .••m d>W.•.!•oL a,aa�aaAm 4 a'am ml Mxr O I 0 ©� I 3 7100 SF -I- (116,589.5-80,000)x.025 = 8,014 SO FT (SQ R]M.L13 ial YOR aET•L1) 1. r.aroao x•ooamwa rIN M Tom Am:mm.1 wa a,¢b swq anrz ' s¢AnADm Xsuto soePA[um rsm4R oMauls TOR ornas 4' —— —— — ra ARwrzm cult E Notsm AemATnr r•Xr s M a[DarAiala ro wr 1�T oQe,Lrumrpm a r AIO1nwa sPEounan IA[,aaLDSD 4• t ¢p _ IAovecr tPoam Dupe mlt flr.0 k.t �`NA 77-2023 a1[aTxw P�tlxp e<w wrD.x¢b q M Imp emama[�a ar aw roII `:y JEFFREY SANDS PM.9 aRrn n al Roo wTgA'c Pull RmtY£o¢um or la Arm um lRalMmism[m¢aMOKmuramA naRwvt••PmoEMmrs¢w1 ZONE 5 ZONE 6 /e�� -.,F PINE WEST LLC A001 Ap Ra,aA Ywr 9aY¢W[,o m.x tl«[aanvnr [ANr.Aamma a.�mAN¢tlP Ra.r.DP,mQ srcmm Pea (� 14 ARCHITECT DATA NOTES ' a.Ap rY.vpm 91r1 M[rrmm m M Aern[m Aronrt wows m Som rrs eo®m1 au(se Ectw eam rw row mwet°, FIELD 12.O.C.12'O.C. ZONE 1 ZONE 2 ZONE 3 ZONE 4 l } 6gyFg(II(EEI I,gT,•g 5445 PECONIC BAY BLVD n•p vmr+E•L cxrzxs sw1 mKwer m M Tom e,mtn mason nw eaammmt emC>rn,tlq�v teauve4 om rIn e•a corm>rrs A - EAST UOGUE,NY 11942 PANEL EDGES 8"O.C. 6'O.C. FIELD 8'O.C.12'O.C.3"O.G 4'O.G U, O LAUREL, NEW YORK DETAII.,S PHONE 631.375.5997 PANEL EDGES 4'O,C. 6'O.C. 3"O.C. 3"O.C. n T 'A' 4�/ FAX631.576.8916 A ��eaF';,1G1,, ENERGY NOTES 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL r TABLE woss 41 TABLER41M&f.4 ENERGY CONSERVATION CONSTRUCTION CODE WITH 2O20 ENERGY SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS AIR INSULATION RiS1AW471ON CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.THE 9uuxulacoYPo9QR aruwaRORUERERCEDestati PROP039DOESIGN covaouart atRenR9&scRRENA ttuuunoNwsraWTtoucatTENa AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO A co==c ,a¢burs"Q4be'stalli m:ja T}pe: wtax:: 11 Lfp:epad Rallis-s;o&m-.seurood fiame- A:propored bm,?ft•emvlopt. DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE C=:=a:=e xpoDo'-td A:p=opo%ed GrCtralrtQvx Ssm The mitt,tbE laaTelope c,,,ss,s cer.¢amus a'-D�eabStimn'mdoa tas➢notbe uedssa I=bstrar• teatmgma e6! ENERGY EFFICIENCY REQUIRED BY THIS CODE. Abore-grado, jL- U Entor.a:specified m Table R462.I.4 A:ptopmed Breskrorlofnr.m ma i aacief thall be apalA. l T3aatrbJastsiacFdroppsrier ti flbes !kd 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND Raawna;e=D.90 A:DropJsed ait��da�ttitSeEtwl:denanaan•.�FsimdL POSTED ON A WALL IN THE SPACE WHERE FURNACE IS LOCATED. .Jute L ed Aa .ed Ceitna'isac 631ec s3allbe sealed. The mra:aaoa m oar d:cpped ccL=;ioBa sbrIl Bstsess;anicnw:zpata pmo gcctss t�esags,o'rop dsmcGar orbaeeaau Coor.bi4Ipedra�tCe'trbs::Tk; CERTIFICATE SHALL COMPLY WITH IRC N1101.14 to- =ed amcspxes--ban be scs'.•a3 • "tor. 2ab� 40....:,mmcawfroaL,yvroamsenor:s Aspropo: Cmid>R:dmer.-sre�haade:soffraac 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND Type:wood&=ae A:proposed Tha)aacnon olfhe lotto d,aon aad sll plr•.e nha!iW }9hsb,9b is,ds:edbycoap .11•sRsSta INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ONTHE ruled: <SivytcuhacTrana7 tanngn:bt.2*rstistaacc ALC%T_z;Aeilwr�, Glo::arex=ewwopoAa Aspmpmsed w3llt� zumm+' SURROUNDING SURFACES. U-fxtor.k spedfied us Table R402,1,4. As Dropo;ed axltt ahxIl be sealed.. - Eaeaor d ,mA tarelop-isms aoi sifsJ A ,pa:w Dame - Asptepos snearstts;y,,uyak,ted iraIIsshiIlaeinrtxllodasubstuaalctascra� 4.INSTALLATION-THE COMPONENTS OFTHE BUILDING THERMAL co"�°`s'IlY$B0 v b'°° b''`a' ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE CRITERIA Cn']mte Gross uas samti as prepred. .L pio]so%ed A'iadoR•s,rlrSlighD adoixrs Itsrpacebeareenwm•!oa•:daory,chs emlfratiag, Gfxtor.a:ipecifiedin Table R402.1.4 As Rm2med ead tLi•Hghn and Eaaiag shclt besealed. LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN T}pa:compotiaatliDgl400 wood sheadaag Asp'opo;ed psa]csG itmr]tisG4iRiecllLltheatb­ss PJm]otsGlirDbtw-alrrzd I APPROVE D THIRD PARTY SHALL I NSPECT ALL COMPON ENTS AND �seo:same as psnpr Ar proposed Flo..*-Iag=ty mail•'D°a e.11 be m-nid VERIFY COMPLIANCE. Fno£ NsxaiaalDpeasaraa:eCatseta^:thd:e tiadlsitL. So1u imrp=oa=0.75 A;pfbDo:ed ,.bfcot dacttag.as E-d dar.,iri- zzu.=me=090 Aspae ropd Ftoen(iachtdinzabo,•egsagecrd. lbeanbmTictWtacstal;eduaayegmededze ioaswaaoDr�i+Raepe:•mirtd:oae:dccaa-. 1t S.TESTING-BUILDING OR DWELLING UNRSHALLBE TESTED AND eeamle,zledDotinp otmserL,aaa. t>setopcdeo!aneasstas,o:;ooDonsbrs,iladi+a VERIFIED HAVING LESSTHAN OR EQUALTO 3 ACH50 IN CZ4A,5,6A, Ater. Tlpe:tvnted,cuhapesnae=1tY per3CC Rs caliag uea Arp.•ato;ed fmra:[ed oa 2a mdtrsidt efIIc+vtt3mmg Sad aseads fxcnttuborommtDemp atoll TESTING SHALL BE CONDUCTED BYAN APPROVEDTHIRD PARTY }pe:ama a:proposed A.p:opo:t ptrme:ar IIoor Eammg membeG. Fo®3ido= Fw'adw,=w1m3xbOemdb¢AR Fade Expsed=hmm,*exedmwlspxv.U.11be Anse ' 6.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED grad grmTded tatted ofIIoe:imcked w .lr proposed• ptopoxd Cfswl spice walls caeedm3aClass I,apo:[e=des with iazlxaoo shall-be pv.•aneatlr attached to the Am:40R' Aspr�-d mrbppmg:oia•s wed mr:tT...sllr. TO A MINIMUM OF R-8 @ 3'OR GREATER DIAMETER AND R-6 @ Op,qus dooc Osienttssx-Nmth A:pm ud DuSt+hafm.moo•p�na°m­d Smth ft DUCTS LESS THAN 3'DIAMETER. sbafts ywatrwam. g w'euarior t=oaidawd mace sha N maoc.:as✓as t:.e;aaacm trmsss kle W2.a -•propo• I wyed 7.DUCTTESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE Toil sas"= .L•ptopoxd Bsttsmnsaow CarL.lS sleffi be cacro5t.or vatiose m:ides as-rs.cmiaes rwl be mtesby=Watca mat AIR LEAKAGE BY AN APPROVED THIRD PARTY (a)Ths ptorpo:ed gia ae mea,,,3ereihs propr-ad i°:-="^f azex is le::thm 13 en tlst l=.imdso_conforms to:ha-ilabl3 Pester,ddwcomditwzidEMT 3 balms die B.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS (b)15pertes,tofthecon&tidm••itaarima.n-bmetbaympo;edghsagseai: - Ai Ifagshatlbp` e cl&dbtsretat3ereaga=d 1$pe.-cctor Dv:a o.°the tanatie>r�d doorana O'.,r'ge wpaaeoM lcattiond spxts. 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F Vertical ctb3 Orse_tlow egsdly daaibutai to foia c:rdmal comps::one='=L- °rcessed lightF urstaIIMm3e amld"as P•acesudliglrt8[mxasiasnllediu ma Ihmcp. .door- (N=S&vD A.proro;ea I 3ecassedlTVacst, ;..•,..,+�.e>ope syy;msealeammtayaail sne:c�tirri,rttpe sDattw?lsygat>aalc!� DEGREES OR<55F DEGREES SHALL BE INSULATED WITH R-3 U-furor.r-.pi:_rified in Table R4011.4 As psa=ed Bm im,Linn Ihsll CN cos aeatic w fttam:md MINIMUM lshiag arsipSsmsang to=ina calls,or 11 :a:�eais�m Ta!e R•I011_'exctp[du[fo:clmszt�mft uo D1-tier mdcfrag mrcla=oa mat on tasmlL•dtafvdity coafo:as to SO.MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS As DrD7o:ed: rgtsire-t(iIIi)s1fGC=0.•rO:haIl be sued. Jcaila`vIa ipJct sLaII eLtoibemndpipieg sad ImmorrudefraLldcw092{021 SHGC fox&es=dudre'eremdea;l0.92-(0°IxSHGCa;ptopmea) psaP OF THE IRC 2020 AND IMC 2020 r-b-W.Badsies:essaf FsU adJxeao Fxecr^..al:hadi-s nano A:p:oposed shosrec'mb eaesten°raall s1s.-sdrb,sb:U sepmte tbec=: to be= adjudml ens to rhosraa J:.d soSsshsIl 11.EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOADS SLyli?bt Naas - A4proposed rboueGad.mb°' CACULATED PER ACCA MANUAL J AS PROVIDED BY ATHIRD PARTY umzssrx.o]sted:,>etwm;Noss proposed The=ba•rer than be estal!Md be..m:e'_•msrl cr Tl i:lecaicalph-labdseneM-iorwaIls HERS RATER Air t:ilt:gs r1e of5 ssc3•sge:pe:hears o3II1,1::ooe;1 and?,s:d 3 nix srsts4H• ehaa,=e pchau¢elute:ittiiongh8atapteaaeof0.2mchdaR.g Forzezda'�th'm of ��cR E1b taengtuerboesms:peaeraea- cDe:cat 12.LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED (3DN)-ih...e Iszi._A,, L,tiWw.-J:u baia adthconfotfieanlea&agt ti:tetL th� aiieihaga ras rarebpa sErIlbe u3ledtodae snbLl9dr Ju, FIXTURES MUST HAVE HIGH EFFICIENCY LAMPS ra.'e sad iLe:amssin drep[opo:edde:igabm ra greater that 0.0!�G'd-a3'I-.tm3 d efasente de_tz. A'hta re optffad a,ba coaled;coo:ealedfuo speraSoleG Aireschasspswe o.3r(N,;-1) F&telldraiiIa:aLthes . t shallealy5esukdmamatmstba:nfscotameaded 13.ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET Rhtae: smod air-Inzge isse`. CooceAed sydah.e:% by da mmafacarer.Csolling ouomc atlaeiie sea?Jrdr cta11 amba tied'D 5Il:•oidsbemz®fire Cr.4=;otrdsticaedilotr arcs. Ike*~ '�'�'•�°ara.° ipsuxtettmvrphirosvwaura:rai.ta-s; THE IRC CHAPTER 11 ENERGY EFFICIENCY,INTERNATIONAL armbara£bedioem heDln aadLneamd�autvk• MECHANICAL CODE AND INTERNATIONAL ENERGY CONSERVATION EaGgi•rssco,znhall ntba asiuz:dfs taechmital,roatiUhoa agerihT zd:ba!16e xspropo;ed s.Iaaddmcam,FecctnolIog,saDssLill6emgaer'�co,ai3CGe prnsoonsoflCC�A. • CODE.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF MECHANICALAIR y1}.c CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW EXISTING OR SPECIFICATIONS FOR THE al•AR REFERENCE ANDPROPOSED DESIGNS UPGRADED)STAMPED BY PROFESSIONAL ENGINEER IF REQUIRED BY eulWING cotenouersr oTormaRD RereRaemeoesiex Pssovobeoa ]Gtj OWNER OR BUILDING DEPARTMENT . otGER eatwra a N•TM a 9cnt t pad s one,except whm macbmiwt-cenalaton"-Winedby the go- i"- _ 14.ADDTTIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY posed desgq mti3ithru:. _-�--r I -r'L-- �-�- `r'L-- Attsuul,�tfan,&ch. F I I I f WITH IECC 2018 WITH 2020 ENERGY CONSERVATION CONSTRUCTION wc hSetham:al,ems7atiom knT:�}7=0.03942•:Ccd+2936'>M�-I) A;p„postd f I ►"vrj I LA I I Ftv I 1+ 4 I CODE OF NEW YORK STATE :rhve: I sR I I I we I sR I we I I xc I Ci!=eoadinotsedfsoorarea Tue 1 I I I IP I I I 1 15.MINIMLIM ONE P ROG RAMMABLE THERMOSTAT SHALL BE \�=samsarofbaliccm r PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN IrsamJlr'": 1CM -17.900-23A.-Cris-slnixV(Brs+daeperasssUisgitedtl a "K•"dudrefauce ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS �U rt N,eretx waCar arD,g, Same as xva3ssd:aftshca rP rr 16.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR de:iga,plai myadditicual Ines: I .1 4 I Assinfesadm zfos-fmiinas ssdctctati:of5 pxmds pes K_foot :pecinc ,&jpeed ses thei- I pvrl I LAN I ISK I SEALEDANDINSULATED IN ACCORDANCE WITH TABLE R402.4.1.1 EDT s of flooiuea. ,ss oragaelem=s>bwwtiva- I we I I I vsc I I I APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE graimthebsudmgem-doper.. I I I wA I 1 Dw_m'sch IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. Formcaay Saor;iab-SD Dercpuoffloor era emzred byR-2 eupat. r r atrdpadasd20perniofRooroTDetiye�osadeoroom>ii. A:N°aaed Stmcrmal macs Fes zsss-yb.-amn l:..prw.ed tatn L itsbne.regmrd, r0 c TO SrJID by Table R402.1.41ocated ss&iusicr_;Le dflur - A prq.;id AP�yEO Foraawe ally.far eslus-p from;-x mlvitn:raIlc,Rnad fiams M. p;psopred SEPTIC SYSTEM stseztioa Aspropo:ed fti CLr41hm liBCaLhea+*^niGtbOa2 J bestpmap•,sbese the proposed de-rgn tmlim elecEzt heati4w5ho,a a heat p=�p die• bestial s.aemsl' --mdard sefctace de:isl.Bl;e-.ir;omce heaYpmssp meetins cs A:propozed tegsthemem:o.•'Sectitm C403 of die lECC-C�-eW Pco,i:i.= Capacity,�:ad is accordaate tsiitiSec4oaRYi3.7 Aiyrapo••ed C po. °elmg'y'f'ms".' Capxity:deed in umrslss-esvith seoi.r4a.7- +L'pro ed Sarice araterhaatiagr;c, .t roi men•.propo%adtie:ega !?' 5 >4-t10.A'e}. r--) RISER DIAGRAM Da-t saadstsos From Sects-R403 2.1 At•m^.,t dnmbsrtion:y.t�eSctney(DSE)of0.S3:ba0h applied As MW or a::yeaneciaTable. Tt•�m,ldifmbs>aoa:l:ten: to bothiL•beano:aadmntiali.;}:iL-me$aeaacfotaLL:rtem:odu rM5_'(-')iitsot[t:ie D- rhntnted duct For tatedd.scmt=Llle le.hage rate shall au um.acr rsmo,r seem sor b-4cda(IS3.aL'mi:l per 100ft•(9.?9,m)ofoanL�rior.:df7aararea 4-r tt A';- DNA 6.7-2023 a'apro::sDe of L'ereatisl vfol mrl: R.&(15 pa. ,�� .+ Cs�.,, Taamasr 1Tlyya:.ataanal featpuairIIeF tpeia=75'F;) saa>s a::tar,aardteieeace 4%I�t "�., JEFFREY SANDS PINE WEST LLC ENERGY NOTES uiag em,� -tpJiat-7° ! -t ARCHITECT I e - s 6 EVERGREEN LANE 5445 PECONIC BAY BLVD &SCHEDULES A002 EASrQUOGMNYIL442 LAUREL, NEW YORK pFONE 631.375.5997 AX631.a76.ep16 RISER DIAGRAM np to-y A _ I - t t a t 0� DOVRS� t � d � t pp LF t t t • � � � � MP�NN�Go � � t ► ��2 ENS MOt t ��vRpD � t o t t •��N�S�� ; BASED ON UPLAND AREA PROPOSED NYSDEC LOT CB 264GE NGRp(CSEA1 + f y�0 t OF �p i HOUSE w/COVERED PORCH: 2883 S.F. GARAGE750 S.F. POOL: 544 S.F. GREENHOUSE. 300 S.F. t _ GAZEBO: 144 S.F. t >>c ! f I POOL PATIO. 834 S.F. t t t t 1g l A�'o _95 j ~ POOL HOUSE: 216 S.F. TOTAL LOT DISTURBANCE: 30,000 S.F. t t t t °°s� •, / C 'AND VIA - TOTAL: 5671 S.F. or 6.3% PROPOSED CLEARING WITHIN 100' WETLAND 1 t t t./t "� �� M/yqE( OF SETBACK AREA: 10.100 S.F. s p ,' t r �`• < Al ' I „~ - e Mq .• < LANDWARD OF 100' SETBACK 26.770.5 SQ.F.T LAND WITHIN THE 100' SETBACK 62.494 SORT (257, = 15,623 S.F.) p t t t I %''' <. ! I D' / UPLAND: 89,264.5 SOFT. or 2.05 ACRES t t PROP A t 0.. E90 <•<� ¢ 58 k/ VF WETLANDS: 27.325 SQ.FT. or 0.63 ACRES t t t� 12'Xi2' \ -,9. M TOTAL 116,589.5 SQ.FT. or 2.68 ACRES C I \ ST A g06 04pRODOM�t6sZ q/VT/A(/ 2 1 r 16 •0• R O S m GROSS FLOOR AREA ,W:, I x r $52-; \ I' 0;S FIRST FLOOR 2200 S.F. ;:o I P� �Ev� PpO FP�E6e�P SECOND FLOOR 2200 S.F. / a 1 TIRRAq �< ypD GARAGE SECOND FLOOR STORAGE 750 S.F. �6)15 POOL HOUSE 216 S.F. y ' LID t SILT G`' 11P�� �1� TOTAL: 5366 S.F. 1 t z srtj# g�F� o lx1� NE_ \ ti ydg\p �p0 5F 0 o xba F wpiER L".. �..< ED DES 0 Q. \N 0 °- r T I'• �' t tj ,�� - <. _ 4CS��,�'� PS d1� p �t� �0 -LOT AREA = 116,589.5 SO FT p MAX GROSS FLOOR AREA 8014 SO FT MAX �g�NP�fp' ( ) h- 2 O •�k t f y�°etir£'13-'tti1 T2 STD#NOsE 'icli y\..,. F-�'- G�- G'1' 7100 SF + 116,589.5-80,000 x.025 B4O14 SO Fi Q N I ttzz a ar t ah ss{ P ♦ P• 0P J t;v r.r,✓ sf" + !.':•- y� \ •� FR(r, eR0 O �� tl• i t # •rl•� #.01 A,u� Y P�`J`'1< ,ofl,\ 5Q• �( ' a F s s 3 e N �ON, " _p �s #11'07£iahL14[RFA aoRtp #4txfi kir a OQ05`E� °of�oi �9 (PYNpO O•� "Q'2 �' r :1t3+ar.r" _.�-' _ Q� eliftcl'J Mp\CYRrj CPO tuTcz ,a LQ I 6 g Op -A 1Cr X ExP 5i M 6 �P LP P VP F O Q :+ `11E I I,G Ps#H0�14,E,` �:• ;.��:1.4: _ :�!J ,.1� fi ;F$yS�� .��. U 00 E, 1 .S (f r t:•::.^•: .-'PROP,::!..- :.-i `� .^, /S1• ;:'�;'� 5 ..a4.,_.. ,.?-`.:�::�:•:�ORCANICPLANIINCAREo•'.;' 133 '' ��' -' � �' +x J '''-.�.•'•'� �:'. ��t�;100 /• '_ 73'.KI950 S.i,f.:- ,y''i?i g E, i i i w p'Y'F G pAppS�gPp \b�S�F�RepeP + 11• +_. _#�� �: f '°'yr �. :�f1:•••, 900 0p 6 t h— _10` _ _ i' toe �,. -�.. _..�S• ��, _- _�'~ --••_ '�.' .._•-r••--� .•-�-l�`•:� 6•-'�1' y- � '\ \ :`.t.``,,.`�,� � F �# .. : .o', .Y1' ...... A°N co .` r :.� .:� T✓-�. �1l- fi a �� as 7-`•. `�4' V. •; i I� '01- op 461- 011 I..... -r+'I ru I aAeeQa ttl[Ci OL1s10911[ 0Y I"-20'-0" 6.7-2023 -"-� JEFFREY SANDS PINE WEST LLC ARCHITECT SITE PLAN w (� `•-'�/ 6EQILJOGFF2•LANE NY119 5445 PECCNIE BAY K A010 I rAPHONT6u�,5.3997ax LAUREL, NEW PORK '•J'i PFAX63.576.8916 � FeVi631.576.e916 A \ J I 34'-0" o POOL - � f - A200 — TERRACE T-7 g-o• i I I � 16• I I i I l i �-� -1 1 114 I n 6 _I 1 I Ira I f'ns- { 14,-r m �.�. as•HGH I I i I I I I RAIUNG .. LUIP APB NDR I I ' I ' uz I I r— ' +� GAS e b KITCHE ;00 b FP ® GREAT ROOM = loo � I _ _ I tlt _ i DN I b b'j I , *. I X I O - WW WER M 99 LVL I A R F ------- � A20D -+i- , Y CLOSET --V-nr4 HALF_ DO I BATH P MASTER BEDROOM CLOSET -------------- AE BATH 2X8 R 016•CC iI Tl I TO IT 109 IIIII JL�L1Y-1• b I I N I N 1 _ ENTRY (JS HALL ALAL OPEN ABOVE II I I 1 M-1U2'-D4R•O_O M iL UP 4- a 4'-4 4'-P MAgn(3Zmo 6mm PORCH �+IM(3)Mao am _ _ _ _ i• -10-1---------^�n- _-__- __ __AJ FIRST FLOOR AREA 2200 SQ FT B i 11Ij1II1�IIII I1I1III j111I1I Fi A200 @ slob/cG MUBo MMMR Pft=T wA>«a 3mc cw. '0 > IW--P-0- �6-7-2023 JEFFMY SANDS —7 PINE WEST LLC AxcfnTECT FIRST FLOOR 5445 PECONIC BAY BLVD 2 A 6T>� E A110 A30D AJOD ,s� =`-yo M FnsrQuows,Nru94z LAUREL, NEW YOftK PI.E1N \J Y PHONE 631.375.5997 �lF1,'�`�' FA,X631.576.8916 A D . A200 r r 7-n}• 11'-10• fo'-z' TIM ,0 1S'-r 211 1�1�• a•�• � � r-s•rr o•� �I o I� ATH W-21 - b-6'-D•' MASTER BEDROOM + + _ BEDROOM BEDROOM 19 CEILING JOISTS AT IBbC �- , uwMUM IENCTx za•wTH ?r •�. [[ = _____ 10d COMMONS BOTH SIDES q I •i I PULL D N-�'xT-� 4 7-6w 0 ATTIC STAIR I �i ® �2 I 7X8 CMNG JOISTS AT IVOC ; 1_CLOSET; s =, .' CL I ,, __ N MINIMUM IENOTH 2a'wTH �" 10d COMMONS 807H SIDES y_6•Ay..O• �C' a CL i A2oo V2X'I ON NumMoae24 CE)UNG JOISTS Aswro T 16� I —� 7 i DBE ROOM MASTER { BATHROOM CLOSET I ENTRY HALL ' I OPEN BELOW � — —BA I I I I I{,Il �I j „I ' 7— 17-a• I T v-B' I 1Y-1• 1a'-I' � 6'-0• �:l i I,�� I�I '�III Ij m'° --- Hill!Ild,lny'�L1g-o°If119ilif�fi�lli _� �z1 0 — I i'I j 1 C-C 17-a a 4 6-0• I B'-o• a-a — ll �I,�ILI�',�!Il��ilii�►�jl�p' 9I!!I! :�i�!���I��Ii�'���� i�J�y�i�� - e SECOND FLOOR AREA 2074 SQFTFLOOR AREA 2074 SQ FT A20D ® SYOIQ/CO CQ1B0 DETECTOR 1 2 A300 A300 wager mura ou GFc 1i4^=11-0' n6-7.2023 'r -EFFREY SANDS �>�' ._.'•�,��\ PINE WEST LLC o ,` ARCHITECT SECOND FLOOR A120 bEYEROAEINLANE 5445 PECONIC BAY BLVD PLAN FASTQDOGUE•NY 11942 LAUREL, NEW YORK PLA d't N PHONE 631.375.5997 FA.\631.376.8916 A D A200 r r - � - I 4 `2.8"o'ie'acl" _==-FL_� _�i_1�_ i_-�� ,__ i _j� + I I!4:1z1 fi 14:1zi1�.� I _ - Ii I��II.,,liglllll,i� li I, IIIIIiilIIIII I , �ifi B A200 1 2 A300 A300 am[m au�o m¢ ewe -t Fj AR, 1/4"--F-0" 1-7-2023 r'c PIE ET LC JEFFREY SANDS N WEST L w..•� ARCHITECT RAF A130 k ARCIRFa1LAT 5445 PECONIC BAY BL%O PLAN EASTQDOGUE,NY11932 LAUREL, NEW YORK rLt11V PHONE 631.375.5997 'Li FeU 631.376.8916 BLACK ASPHALT SHINGLE ROOF ON WHITE HARDIE BOARD SIDING �� COX PLYWOOD, TYVEC COMM. HOUSE STANDING SEAM METAL ROOF O WRAP, 2X10 RR 0 16" O.C. ON " CDX PLYWOOD TYVEC _ _ COMM. HOUSE WRAP. 2X6 - Q� �%� - __ STUDS 016" O.C. _ - - ------- ���� / - -- • - - - _-- -- - — - 4.12 - - - ------ 6.12 Sig/ - _-.6.12 - _- I 4:12 _ 6.12� BLACK ASPHALT - =------------ -_----------------------------------- WHITE HARDIE - - -- - - - - -- _ _ _ BOARD SIDING HARDIE - SHI GLE COX NPLYWOODF OTYUEC - :^ r _ — ® i _ ® COX PLYWOOD, - a a - zm COMM. HOUSE WRAP, _ --- =_=_=__ -- =-- TYVEC COMM. -- -- ----- -- - - --- _ -- 2X10 RR 0 16" O.C. — — - - = HOUSE WRAP, 2X6— — STUDS 0 16" O.C. __ — 5:12�- - -- -- --.— 3.5:12 3.5:12 - -- -3.5:12 - - _-- __- ___ - -_--=_- _ ---_ - -_--- - --_---= a Zoe -- fm - -- -- -- -- - ,o -n- --- - ' -- �— - -- ----- ---- --- - -- 0 .' _- --.. ---------- - SIDE ELEVATION A FRONT ELEVATION B BLACK ASPHALT SHINGLE ROOF ON WHITE HARDIE BOARD SIDING CONTINUOUS RIDGE VENT COX PLYWOOD, TYVEC COMM. HOUSE ON J" COX PLYWOOD, TYVEC WRAP, 2X10 RR 016" O.C. COMM. HOUSE WRAP, 2X6 —=___---_---- —:_-_ _ �_-_- - _ ____ - _:___ --- STUDS 0 16" O.C. -- _—_=— -- — -= 6:112 ---_--_-_ ---- 4-112 - -- -- - BLACK ASPHALT - - -- - - — _ _ ____ � WHITE HARDIE TYVEC COMM. SHINGLE ROOF ON - _ -- BOARD SIDING ON ® -- -- ® - - COX PLYWOOD, TYVEC zn — ---- ,u -_- ® _ COX PLYWOOD, ---- — = COMM. HOUSE WRAP, — '4 _ ---- -- -_ --- ---- --- -- - HOUSE WRAP, 2X6 2X10 RR 016" O.C. ," -- ---- -- - ----- - STUDS @ 16" O.C. --. - - 3.5.12 3512 - --- - ----- - _- - 3.5:12 ----------------------------- SIDE ELEVATION C REAR ELEVATION D -6.7.2023 JEFFREY SANDS /cy a••"•+m PINE WEST LLC /'c, f ARCHITECT ELEVATIONS N STQU G UFN Y 119 5445 PECONiC BAY K A200 FnsrQuocus,NY 119,5' LAURE4 NEW YORK �1 C PHONE 631.375.5997 FAX 631.576.8916 Fo^ A BLACK ASPHALT SHINGLE ROOF ON r (1)11r LVL RIDGE BEAM BLACK ASPHALT SHINGLE ROOF ON (1)11j" LVL RIDGE BEAM COX PLYWOOD, TYVEC COMM. HOUSE CDX PLYWOOD, TYVEC COMM. HOUSE WRAP, 2X10 RR @ 16" O.C. WRAP, 2X10 RR ®16" O.C. STANDING SEAM METAL ROOF 6:12 �6:12 6:12 4:12 ATTIC — \ ATTIC 7 a TIES WHITE HARDIE BOARD SIDING WHITE HARDIE BOARD SIDING ON J" CDX PLYWOOD, TYVEC ON r CDX PLYWOOD, TYVEC b MASTER BEDROOM MASTER BATHROOM —� COMM. HOUSE WRAP, 2X6 BEDROOM ?c COMM. HOUSE WRAP, 2X6 STUDS ®16" O.C. STUDS ®16" O.C. 11.875'T.6 560 F.J.016'O.C. 11.875'TJI 560 F.J.016'044 ENTRY HALL �I GREAT ROOM MASTER BATH GREAT ROOM 11.8751J 560 F.J.0 16'O.C. I"75'TJI 560 F.J.0 16'O.0 I �i 8'WOE POURED CONCRETET FOUNDATION WALL WITH B'WDE POURED CONCRETE t, d4 f FOUNDATION WAIL W17H r4 I I REBAR AT 2e GC BOTH %r REBAR AT 24"OC BOTH UNFINISHED BASEMENT WAYS ON I'-4'W X 9'D WAYS ON 1'-4'W X 9'D POURED FOOTING VATH(3) 'II POURED FOOTING WITH(3) FINISHED BASEMENT - 4'POURED OON BETE SI.48 WITH y4 TRANSVERSE BARS A4 CONTINUOUS REBAR T B4 TRANSVERCONTINUOSE BARSREBA AND ? B�1 XX WIA WPN OVER VAPOR 24'GC ON UNDISTURBED �T (• 24 1GO ON UNDISTURBED BARS AT SOIL $• SOIL OC ON UNDISTURBED SOIL TYPICN.SPREAD FOOPHQ DO'cl0'ill' ' IN 1111/4 REBAR NO7H WAYSSTAMM Y IYPICAI SPTEAD F0011NG 301J0'a11' se;+.�^ WON F(IIO N REBAR 6001 & j PIPE WIN SECTION 2 ST M "DOLMTOP SECTION 1 SATE TDP PUTS PLATE J 5445 Peconic Bay Blvd — Exterior Window & Door Schedule SFLE-NOOEL MANUFACTURER MIN.RO TYPE REMARKS S¢E-MODEL MANUFACTURER MIN.RO TYPE REMARKS ® - -- S-O'W X Y-0'N ENTRY 114 TW210510 ANDERSEN S-DrW X 6'-OrH DOUBLE HUNG ® C015 ANDERSEN S-Ofw X 5'-OrN CASEMENT 1U FWGIOD80-4 ANDERSEN 9'-9rW X 8'-01H GLIDER ® CXWI5 ANDERSEN S-DPW X 5-0 CASEMENT 11B TY00510 ANDERSEN 3'-Or1T X 6'-* DOABLE HUNG ® CXWI5 ANDERSEN S-DPW X 5-00 CASEMENT tI7 1WD10510 ANDERSEN S-CrW X 6'-DrH DOUBLE HUNG 101 -- -- S-0'W X 8'-n ENTRY ® TVVTD410 ANDERSEN S-qw X 5'-OrH DOUBLE HUNG 10 TW210510 ANDERSEN S-OrW X 6'-00 DOUBLE HUNG ® TR010410 ANDERSEN J'-DrW X 5'-OrH DOUBLE HUNG 103 T192ID510 ANDERSEN S-W W X W-* DOUBLE HUNG ® APWM(X4) ANDERSEN 1Y-0'W X r-O'H PICTURE ® -- -- S-D'W X B'-O'N SIDELIGHT ® 1W210410 ANDERSEN S-OrW X 5-OrH DOUBLE HUNG 105 -- -- S-0'W X 8'-0'H ENTRY ® 700410 ANDERSEN S-DrW X 5'-* DOUBLE HUNG 106 -- -- S-0'IY X 6-D'H SIDELIGHT ® TYQI0410 ANDERSEN S-OrW X 5'-OrN DOUBLE HUNG 10 1W210S10 ANDERSEN Y-N'w'X W-OrN DOUBLE HUNG ® IVm%1O ANDERSEN 3'_OrW%5'-OrN DOUBLE HUNG ® TWID510 ANDERSEN S-qw X W-Op DOUBLE HUNG ® TW210410(X3) ANDERSEN 9'-DrW X 5'-0rH DOUBLE HUNG 109 TW210510 ANDERSEN S-Orw X B'-O?N DOUBLE HUNG ® W0210 ANDERSEN S-DrW X S-OrH DOUBLE HUNG 110 TW210510 ANDERSEN 3'-V X 6--o DOUBLE HUNG 10 MID410(X2) ANDERSEN W-V X 5-OrH DOUBLE HUNG 111 M10510 ANDERSEN S-00 X 6'-OrH DOUBLE HUNG 211 700410()(2) ANDERSEN 6'-OrW X 5-00 DOUBLE HUNG i 112 TW2105IO ANDERSEN - avAnan awler J'-0,'W X 6'-OrX DOUBLE HUNG Q lWl10210 ANDERSEN S-OrW X S-OrH DOUBLE HUNG more mmc av,e 11J TIYI10510 ANDERSEN DOUBLE HUNG �4F 1/4"=1'-0" e6-7-2023 J orWX6 DrH JEFMYSAMS PINE WEST LLC I 1:�f +' ARCHITECT SECTIONS& 6EVERCMESNLANE 5445 PECONIC BAY BLVD DOW/DOOR A300 NOIE ALL WXDOW 9 DOOR CUZ010 TO BE LOW E4 W/IEAil004 FAAL2 FPOSH TD BE Boa ,„ F.ASHONE.6 1.3 IVY 129az LAUREL. NEW YORK' PHONE 6.576.8916 SCHEDULE FAX 631.376.8916 �..- A �.J A400 TYP. A A400 2e24'siRePPPIc ON MTV,NAL ESfAY Hu_________ ____r I 1s•.as'hoe Ipi ' I 1 ®-}-----------------`-® 1 ------------ -------- 1 I I 1 11 III 1 I 1 1 ill `� • ' III I pp / 1 IIIl��•16'OC�.xi 26 RR o 16'OC�ili I � i � i � i Ili• ��.�ili� gg O 1 --t— 16'SONONB I ___________________`_ I To 36'DEP7H 1 , 3XAV APB HOR 1r o Ir-o' GAZEBO FOUNDATION PLAN GAZEBO AREA 144 SO FT -------------------------------------- -------------------------------------- STANDING SEAM METAL ROOF ON r CDX PLYWOOD, 2x8 RR ®16"OC a a Irill 3.5NAS'APB HOR q GAZEBO � i I TYP. ELEVATIONL_� SECTION 1 sin Asp:•, 1/4"=1'-0" 6.7-2023 jr r� JEFMY'AND' PINE WEST LLC GAZEBO PLAN, 6EV GREE9LANE 5445 PECONIC BAY BLvO ELEVATIONS& A400 •� �`'r, w PHONE 631.375.3997 LAUREL, NEW YORK v EAST QUOGUE,NY 11942 SECTION FAX 63137&8918 A -------------------------------------- D s-o a r�_a o A420 (1)11� LVL RIDGE BEAM - --------- -------05,11T --------- --, I POOL EQUIP. I i II r——— ———————— ---� A420 i 0 t3 i A420 li i A•rouRED CONCRETE SLAB IM i "II •� I WIA Y WIA ON 00 VAPOR BATH POOL HOUSE I li :i RA i it I r_a•A7•_D. I lift d DU OOR 3S'dS'APB SA r ANON BOLTS 12•FROM : I -----a---------------- I ?� 4 SH WER i 11, I = 1= II; , CORNERS AND 6-0•MAXMN R �S+i I ``.�w i , SPACING ALONG WALL I i 1 \ I I:• 6•THK PC FOUNDATION WALL I-. ON8X16P000NTINDUS I "`;i POOL HOUSE m L >` __ ____ ___ __ _ _- _____ __ J Ir, 16-0• 16'-0• POOL HOUSE AREA 216 SQ FT POOL HOUSE FOUNDATION PLAN SECTION 1 A420 1 1 A A420 -------------------------------------------------- -------------------------------------- -------------------------------------------------- -------------------------------------- S NDING SEAM METAL ROOF r STANDING SEAM METAL ROOF -- — --) -- — (— -— -- 9:12 - - — -- -- I _—, --I-- - 19:12 —--I�— I 1 1 -— 1 it v_ III ( l+l WHITE HARDIE BOARD WHITE HARDIE BOARD SIDING ON r COX --- SIDING ON jr CDX -"— _ _ = PLYWOOD, TYVEC __ PLYWOOD, _.--- COMM. HOUSE WRAP, - -- COMM. HOUSE WRAP, - ---- 2X6 STUDS ®16" O.C. -- — 2X6 STUDS 0 16" D.C. --- — _—"- --- ---___ REAR ELEVATION D SIDE ELEVATION C FRONT ELEVATION B SIDE ELEVATION A Pool House — Exterior Window & Door Schedule SZE-MODEL MANUFACTURER MIN.RO TYPE REMARKS ®1 ACW2BS6 ANDERSEN 2'-S W X Y-6•H CASEMENT ® 60611APIR -- V-01W X W-In HINGED PATIO CLITSWNG ® ACN2M8 ANDERSEN 7-9'WX 5-6•H CASEMENT _.. ® scu tit,I7 Agcf' wnartcr nnrtr ou is ml[ 114"=1'-O" 1-7-2023 _ ACW1010 ANDERSEN 7-0•W X 2-011 CASEMENT ��\ JEFFREYSANDS PINE WEST LLC POOL HOUSE.e,:` i,,-a i` ARCHITECT 2 r A420 NOIL'ALL WNOOW k DOOR OWING TO BE LOW E4 W/HEATL00(•FRAME TU631 TO BE BLACK (•t -4 gASTQUO�LLANl E 5445 PECONIC BAY BLVD PLAN, LAUREL, NEW YORK ELEVATIONS& \0} OC PHON2631.373.3997 �lFOF•ry4lji{' FA%631.376.8916 SECTION A 1 D D r------------------------------- ------- --- --- ----------------- I 1 UP ` 7A0 RR 016 a ' mD Pot o mroC ; E I � o GARAGE _-_-__i a i TORAGE LOFT ui18'APB I T -------- A441 A441 i m i i ` i A441 I I 1 ,i •2rro RR o iB'a i Ito FIR t6•a �� t E 1 i I 1 ?Yd6•APB NOR -------- COt �- - ---------------------------- --------------------------- --' t5-o' ts'-0 15'-0 FIRST FLOOR AREA 750 SQ FT SECOND FLOOR AREA 750 SQ FT A441 A441 1 2 1 2 A441 A441 A441 A441 ----------------- ;II I :II I ':1 4•P01R ED CONCRETE SA WIN I s 11 BARKER.4 WRX OVER VAPOR li: I I:;il II I;il 11 j 5/8•ANCIOR BOLTS If FTNW I CORNETS AND 5'-W NA7f6fUN I II I s I SPACING ALONG BALL O mt.tar erdn I al I,i:II li I I d Garage — Exterior Window & Door Schedule SIZE-MODEL MANUFACTURER MIN.RO TYPE REMARKS 18'-0'B X 8'-01N GARAGE e INK PC FOUNDATION WALL I a ON 8 X 16 PC CONTINUOUS Ij I FOOTING "II ® __ __ S-0'WX W-D11 ENTRY I I 1,,II ACWXQD ANDERSEN 3'-01H X S-0•H CASEMENT II c 1 I I I ® ACMD ANDERSEN S-O'w X S-TA CASEMENT IIL----------------------------------J 11 _. L _-----__________________________________________ .. NOTE ALL WNDOW 8:DOOR 6AA71NC 1O OE LOB E4 W/NEATLOCK FRAME FINISH TO BE BLACK 8' DTI'-8' It' !F's7{,q,;, AAtimECr wmatr awrro nnc GARAGE FOUNDATION PLAN 1/4-=F-0" 1-7-2023 w y 7E1FREYSANDS PINE WEST LLC ARCHITECT GARAGE A440 1 5445 PECONIC BAY BLVD 1 2 i „ A EAs Q NY L�i94Z LAUREL, NEW YORK PLANS A441 A441 :� 4 PHONE 631.375.5997 " ,1�� FAX631.576.8916 4 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF ss.,B APB RODE ---------------------- ----------------------------------------- ------------------------------------------------ ------------------------ ------------------------------------- ------------------------- —�1 th � � � __�— � i-J^ S.5s18'APB RIDCE S.5•z18'APB PoDGE II-- ------ --- — I� --- — ----- I LOFT ---— --- -- �T ------------------------------ -- -- -- — --- la --- R! � f1'TJ 016•DC � WHITE HARDIE BOARD — WHITE HARDIE BOARD _ n_ WHITE HARDIE BOARD 'S SIDING ON r CDX --_ ----- SIDING ON r CDX _ LL SIDING ON r CDX PLYWOOD, TYVEC ---- -- — - _ PLYWOOD, TYVEC `^ PLYWOOD, TYVEC COMM. HOUSE WRAP, - —--- COMM. HOUSE WRAP, —_—_ -_— COMM. HOUSE WRAP, GARAGE 2X6 STUDS @ 16 O.C. ---—---- ----- — -- 2X6 STUDS @ 16 O.C. --- 2X6 STUDS @ 16 O.C. a Pc SUB REAR ELEVATION A FRONT ELEVATION B SECTION 1 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF --------------------------------------- ------------------------ --------------------------/-- ---------------------------- --------------------------------- 6:12 I �� ! ! ��� ___ 9 2� '� 6:12 �I ' — ��— 6:12 -- I� I II Q I 9:1I2 I i 6:12 I 912 LOFT -- --- — _ _ _ _ — � 1P Td 016•Dc WHITE HARDIE BOARD ----- —___—_— —_`- — = WHITE HARDIE BOARD — __— _ -- WHITE HARDIE BOARD —'w SIDING ON CDX _—_—_ ---�— = SIDING ON r CDX -- — -- — - SIDING ON r CDX PLYWOOD, TYVEC = PLYWOOD, TYVEC — _ PLYWOOD, TYVEC COMM. HOUSE WRAP, COMM. HOUSE WRAP, — — __ — COMM. HOUSE WRAP, GARAGE 2X6 STUDS @ 16" O.C. -- , — _ 'X6 STUDS @ 16" O.C. — — — — 2X6 STUDS @ 16" O.C. 'PC SUB REAR ELEVATION C REAR ELEVATION D SECTION 2 PlAw t'gir,^ac\ 1/4^=P-0" �6-7.2023 " •;'��\ JE MYSANDS PINE WEST LLC GARAGE 1 ARCHITECT ( ' , 6EVERGRFJSILANE Baas PEcoNic ear eLw ELEVATIONS& A441 {' EABTQUOGUE.NY 1194z LAUREL. NEW YORK `T PHONE 631.375.3997 SECTIONS,O PA.631.576.8916 can yeti% A SKIMMER SKIMMER SWIMMING POOL BARRIER REQUIREMENTS o ° The barrier must completely surround the swimming — —— — — — — — ——— — ——— — ——— — pool and must obstruct access to the swimming pool. The barrier must be at least 4 feet (48 inches) high. A building wall can form part of the required barrier. However, where a wall of a dwelling serves as part of I I the barrier, at least one of the following requirements I must be satisfied: the pool must be equipped with a powered safety _ cover all doors with direct access to the pool through that I I I wall must be equipped with an alarm or other means of protection, such as self-closing doors with �CL_� I self-latching devices, which are approved by the CD I I governing body In the case of an above-ground pool, the pool c I structure itself can serve as a part of the required DUAL ANTIVORTEX VGB I barrier, provided that the pool structure is sufficiently COMPLIANT MAIN DRAINS. I I I I rigid to obstruct access to the pool. However, where PLUMBING TIED WITH "T° an above-ground pool structure is used as a barrier I ° or where the barrier is mounted on top of the pool 1' structure, and the means of access is a ladder or I steps, then: the ladder or steps shall be capable of being secured, �' locked or removed to prevent access, or the ladder or 11-0'I 34'-0" I I steps shall be surrounded by a barrier I when the ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4-inch-diameter sphere. Barriers shall be located so as to prohibit permanent Z/Z structures, equipment or similar objects from being — —— used to climb the barriers. IL - - - - - - - ---- --- - -- -- -- ---- - - - - -- - -- -- - - JI COPING — — — — - SWIMMING POOL ENTRAPMENT PROTECTION Suction outlets must be designed to produce circulation throughout the pool or spa Single outlet systems, such as automatic vacuum cleaner POOL PLAN systems, or other such multiple suction outlets whether isolated by valves or otherwise must be protected against 10" 10" user entrapment 2" THIC STONE COPING Suction Fittings: All pool and spa suction outlets (except �..; surface skimmers) must be provided with: r--- -------- --J". a cover that conforms with reference standard P ANSI/ASME All2.19.8 Suctions Fittings for Use in MARBLE DUST FINISH—, Swimming Pools, Wading Pools, Spas, Hot Tubs, and �- -J Whirlpool Bathtub Appliances, or LED POOL r a drain grate that is 18 inches x 23 inches or larger, or y i an approved channel drain system Atmospheric vacuum relief system required: All pool and `,. OD r;�^' spa single- or multiple-outlet circulation systems must co NOTES: POOL SHALL MEET POOL BARRIER be equipped with atmospheric vacuum relief should grate 1: #3 REBAR 12"OC EACH WAY REQUIREMENTS AS STATED IN SECTION AG105 covers located in the pool become missing or broken NYS BARRIER REQUIREMENTS The vacuum relief system needs to include at least one �i;• . .•�-�:�` 6"OC IN DEEPEND of the following two approved or engineered methods: t•:. °0 MASONRY SHALL BE DESIGNED IN ACCORDANCE Safety vacuum release system conforming to ASME :. A112.19.17; or •.., .. .. .. .. -.��•:• . � WITH PROVISIONS OF SECTION R606 OF THE 2020 '"�-`- _ PNEUMATICALLY APPLIED NYS RESIDENTIAL CODE OR IN ACCORDANCE WITH An approved gravity drainage system CONCRETE MINIMUM PROVISIONS OF ACI 530/ASCE 5/TMS402 Dual drain separation: Single or multiple pump circulation systems must have: wasTE To oRrvM 300OPSI AT 28 DAYS SWIMMING POOL ALARM REQUIREMENTSat least two of the approved type of suction outlets, and a minimum horizontal or vertical distance of 3 feet FROM POOL SECTION capable of detecting a person entering the water at any point on between the outlets, and POOL EQUIPMENT LIST: the surface of the pool and giving an audible alarm the suction outlets piped so that water is drawn through I ALL PIPING 2" SCHED 40 PVC to provide detection capability at every point on the surface of a them simultaneously through a vacuum-relief-protected ra sANo GAS swimming pool, it may be necessary to install more than one line to the pump or pumps Pn nLTER NEATER 71406K BTU PUMP: DANDY VARIABLE SPEED pool alarm Pool cleaner fittings: Where provided, vacuum or pressure PuNP 2•STAB MSER 2'STAB Po HEATER HEATER: DANDY ELECRTIC is audible poolside and at another location on the premises where cleaner fittings shall be located in accessible positions at RETURN TO POOL 2•P.E.PIPE FILTER:DANDY FILTER the swimming pool is located least 6 inches and not more than 12 inches below the is not an alarm device which is located on a person, or which is minimum operational water level, or o� WALL RETURNS:4 dependent on a device located on a person for its proper as an attachment to the skimmers DR1"� PROPANE aR DEEP END DRAINS:2 operation EQUIPMENT SCHEMATIC NATURAL CAS GAS RISER SCHEMATIC SKIMMERS:2 meets ASTM F2208 SEAL !� ,\ ARCHITECT PROJECT oRAWNC TITLE 318"=tI.O" 6-7-2023 JEFFREY SANDS PINE WEST LLC UNITE W,. HN®FA ARCHITECT T T ,{�T 6EVERGREENLANE 5445 PECONIC BAY BLVD S��YYIlVllY111VG P-01000 EAST QUOGUE,NY 11942 LAUREL, NEW YORK PHONE631.375,5997 POOL DETAILS FAX 631.576.8916 FOF tdF` • • • • • • ' W, • r 7, 4. � 7 Y y=<lifk: ''.•�+.-��qi '�a.t S't .y . AR 44, ! i e 9z C• 1 y i� k a ,�,s c. A 7 N: JEFFREY SANDS ARCHITECT R . A. a Marker 3 looking fromdriveway Marker 4 r •4 'd� h w t' • a�t � looking f • of clearing 6 EVERGREEN LANE, EAST • a\ �• F44�•v,t• ,, � 4. b ggqy u q � i i IS vi • • • • .l - A. JEFFREY SANDS ARCHITECT R.A. P / f ,l 1 E f 1 1 ! 110 1U0'-1 p l!1�P ? j 11 l 1 11 1 VN�S Val `z *ClllZ¢ OF 1 1 ! �` � CQu1 L410ti ` 1 1 - / 1�1 ; +f'• Dab ZZ Jo .yam n` gyp �i 4 � M 6 + dDIL 4 0 IL 5 4. 45 i ¢ � may' It 151 fi 'v 0 ol h oe y f p y �_.._ �. 4 7j .--y= �..._. ... g ix ma t �*131.14' ��f•-h� .F qR-1•.��'!'-I-,ti.�'i' �• 'G �50.00' �y �F 9 y �4 �cE� + / * 4 f N500073'30"�, f�''o EU a+'�'-!�. "1'.� 0 90 EO QO 240.00 'F BIRCX �� (DEED240. 0) 6 EVERGREEN LANE,EAST QUOGUE,NY 11942 PH 631-375-5997 EMAIL:Jeff@jsa-ny.com COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT, MD, MPH Commissioner JEFFREY SANDS November 22, 2024 6 EVERGREEN LANE Notice #: 1 EAST QUOGUE, NY 11942 RESIDENCE @ MAP OF LAUREL LINKS LOT Tax Map: 1000128000100005000 10712 Record ID: R10190070-ZEC Notice of Incomplete Final JEFFREY SANDS, This office has reviewed your submission for final approval of the installed sewage disposal and water supply systems for the above referenced project. The following will be required prior to final approval of the application. Permit is transferred and renewed until 1/8/2028. Call 631-852-5754 to schedule inspections when ready To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies.of documents and penciled in corrections are not acceptable. Please do not-hesitate to call (631) 852-5700 with any questions. Regards, O UA i c 1 Beale, Olivia Beale Public Health Sanitarian CC: 5445 PECONIC BAY HOME OWNER LLC KENNETH M. WOYCHUCK L.S. DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 x�xm (631)852-5700 1 Fax(631)852-5755 Page 1 of 1 M.� IT� s- f`rr .L mow}1'1rS R 1"i�i"�i��Il-�'�iR�-ir'.t'Pu�11°�AL,4� vvl.v���"�'a:cs'i' AND, ��O c Zoo -s �a✓G,��m..,_�:��pail_• c S.C.T.;1•I_# DIST1'IUCT 1000 'SECTION 128 BLOCK 1 LOT 5 7�:1 r r 1 l-;1f• •j !`t�r�'. ��'�.� p� E, ,a I. - '...•waD 5���1'�ta�1��1�' .tr -Ll re�Ev�,.fir ;J:t 1r, I -; 1 �vaOC'! .•..•.e I 1 _ ",_. / rc �•T"w..t� y� i}�i)YiVF _r`M• , 1 / 1 �iM1d v _ G � ' kLY(9 � 3.a�9_f •(G�'1' t }:'.I = 1 j. .ra `�- I r. Cr]LL I 1( hr:L f I'M1)-L L�.,..� � /�l 1•'' � � �, If + hi-lr^ OF ! 11PF1 'ffdiF4 j I _- Ls .,-,c>A :nr,�. + I _ P/ e zxrp• _ � FILLU IU1, _'.i. ?007 ------------ u•`L I w r_ „e ��.° G,PCI A .�.. •Ir 1 �7 11 � t 11 'milli II-!r +1 ((1- 4J ITf= - ..`` / \ '\. t -.`- I IS L 11 f11 � I IIII 1 i� I��.tl! �7 Ti s-'-�11 I t 'EC• ,: is r�/ 5` ��° �. .�; �... c`- „ r..:rA"lt. •ttv _t.L -+ tl.t-Ir i1e,' , O�tO K> RI S.' / r �y v r ' j I f iAJ 1J!A. +i, 0) ��I' �� .`t•'_'!� y- � ! fj ` r It 4 - �' I - _._._ � � -- \ `\ r; M1• • 1 q:. � N SZ>117.1 t-)f 11� , --siq�1> �-,. sr, � E C. 1 t, o :L JLh si Ld 3 3t!r! 1f AP, / �L `rN c 2 Ct .F tl, S_ h. p.0 I--14 - I fJfl "_.+c T •/� r .iT� ( !� f ,7 � E..ft:- 5 SAS - T _-t 9=`.•�� 4 y .� :< .X r*C -,_.. �� f�1 ripr s ii'� DVJE?LIAGS ' ''F-7 �, �2 r !�3 G W/PUEUC WATER r.,, b qi x L•, •�t - > '� /r'` Y v r`Yt )a'. �. �••`�,s '- NCL Ai .r/ O� _~5 r It .u. .,__ _. ?_ Tr., ,v /r '-:{ r. ,r r z x Y 9-, � ii t �L f I ` LAN" UAIN lfriLD 3i F: f. - r'> O ll_A!II �" - 11� - at, j`\ -„r '\Jr \�y. /C IZ` y ., x x \! ki � x - x X, _•i p x Y {I it •. ',\ __ i r r x; t _ ♦ i. ~-1;�-. `4 5• O.b:C !. Ix sl. — 'Sical ` � "� /r-\: r '� J h' ;i 6;?j, ter /� x x X Clio 1 ILLY. 13.E OI. nn RBV,VN O.6' y, PI,Lf I1, F.r` 1L IyOf LOAV — .. L)f II �'Li 111- Ct i. ii.. r()f,t,~ �f lII. ,6t f'j t aJ f \� i I 1 7 �'�•, d� ' UiJOWN� s r T x .. ?: ?. >•..` 2 A x i 5VOM,r sa! 1.5' _ 1� f 1 f r. .+ y i x >: x x x x "� _.__ f !\ f x % Y !:I t ,e. 1 y' / I FiROhN ( _L j � tyy � t'• '77�� �, ,I ufmuu `J. x ` r x a x x,�, :r �;{ Lti SP sAr,D �� x x x , :. ' �' ;,Ion, + ,RAVEL J' ,., Y x. .M1 >. 7 r. IS .� x >. `!� 'i_ .uL. 7f,); r �•?: r � ;- \ S n Y X n Y X Y Ij h�1 r'y, f PALE �> �E., ;< Y- X XY x Y ?: X I / i<! x x .. x is h r. h X r X if Y. X H:DHEST E%PECr- `� . v J f jj- 1}I• J,r�. 1 —CIEV 2.0 \ Z' p i[ ti T n x Y `: .\ 5: Y 'f 1-C >Ct.,,••.YYY-1V�`.'�ly�rl J WI TER IN - v hI _ SW 7N.F h J X .t ! :•: I >. �'7( •( r f Y l f u5°:i� s' Y x >. x . X ,v. ',r_ 17' L / \ /J 1. }f L11 L!It r•AI lC L1U EF'< .•- 'C >, x ;;k` x n a0 i Jun LS ~' I ,':t, XXi r. r i! ,�`�`+>r� / r •) i4•c, L +-'ULL_ L.:r1 !,t 4( n.' \ ,?^'� x x .ti x x .� x x x x >; Hin!5c' n -OS{r-L15 :� 7, ?. f. :• n 1c• is J \\\ x X L + > i ,! X F y 1 c ! i q' -.! J- I J v!1 ♦ \ FX Y. x x x / ( / \< x -X �t 0 30 60 90 al /IaL'i' ii �I 'Err;,;r c•, 1 a .f.' - ; 1/ -- — L�l:h Airrl IHt Wn c) Ch a• _+ l {2,.- _. t5.i:,; �;c \ � X X y '\ Q fop • + '� jr'L 4.U f J.-R J ...r,,'.[. _:_,_ \• ?. /_ 9c0 _,. 11 L L'!'1' 11f=1i:"M1t iL.c•lPt lU JrN:i rh r r 4 / aL i!mv - Ill*; - 111 Jr s'cJ L ruv - r r r SJa.E rr' n.+Lul JJ e r a 3t !cr / Al a-C VF'- ;'-_'F'PL` Lt LD Lr1t•\ r n !l" ,.& T4 ,l •.Fr .• t '!¢ _A_f'/ L +`-d + P r r i V rL>1hb'(.rf�'ti F H 1 a•v i', -.L'i I \ I l L_ En ® / 1,G PI LI;; ''., I H SI I Il,::rr:.'-Jrt<•4.W > - t/' ! f'4 1' i I P f .1 t JN.;I.alai [_fti L L•l F.Mn' J r,JT' H 1 Y - IfL L i M J I JI 1 r f ai J Tf Ff r rA I L L r �� 1 ME`_'fSFl J L'AV19 J> d1-tr ll It N 1P'it ri Jr li ."Rl O III /L/ J t 1 1 1 J'F'IF,��F VSE -NL L f liif AFT L lr'I! A 'V(.hC fl AI�••iJM1'LN! "r/t rni i',Jr IM..,fM !:; .:L t'. I�t t.Fi-r_,v c- FEwCL> f..tJ.;,,Jaf +/kLl.10,F.C. N ^ ir,R IA,WnI,/r,JrN`� (JSfA(EN I$ f IY \7 / r _St':+a_1'4%-+Ci 57,4Ut r•14LJ Ri:�'rt tG!+.•U.Yri1'iY+k! iF l.'I Cc'IvtrIrLLU' tL 11.y;,L. It "J!Lh NF PEd C$ f Jlf. L! SVF,Fr i3A, at!rll-1I1 ,CLF Yl�LII,tfu[ ,I)glf.ill, �y Y,li, �I�L4M1j ,i I L.LI• • •:U fAlf T CUPF.. Rtl Ffi ',7. .1. 1 �\ hD' �:r:�h IT �rC %i t `iUFFi,I.'• h ' {1IKENNE U ri_D_1CIIUK LAND Sl)RkIN( I LLC FEll,iwP 09 a G F.' 1/':L- !1. ULIN Vrofe4smnel Land Surv•. ing end Dem!!Ta THE YA7CR SUPILY, NELS. ORYHELS AND CESSFO0'. P.G. Box 151 Aquebagim, New Yurk 11931 -"^ LGCA 11MIS SWAN ARE FROM FIELD GUSERVA ICONS ! FIiF a't- )QC ..:F i"_;7i' RA+F(;rt 16 _;J� - 1'HUNF Ir.:11)29n-151111 FAN fr3f)=UI1-ISUU AM)OR DAM O9rAWCO MDld pfNERS I 1 i� II 1; S.C.T.M.# DISTRICT 1000 SECTION 128 BLOCK 1 LOT 5 #R 1 0- 1 Q-0070 ENCROACHMENT 510 S.F.f DWELLING FFL (17.0) C.I. LOCKING ON. CLEANOUT COVER TO GRADE �t+ 01 !1 of 4# fy Qi 4I 10 qt► (14.5) (14.0) FINISH GRADE N LAWN MAINTAINED BY 'MIN-2'MAX _ 10 #0 4# 1# 4# #0 #0 #0 0?.,* LAUREL LINKS GOLF COURSE i Z 0"MI 8 COVER 1/8"—FT.:- 6' COVER / 41 d d 40 !d Ig to Of Of � d INVERTS 1/4"-FT. 61NVER 8" SLAB 01 �� (12.25) I�vVERT INVERT FLOW (,1.75) (11.67) 1 #0 ,� 40 ,0 FOUNDATION BAFFLE 8 8'0 3' COLLAR t!� CELLAR WALL MI POOL CLEAN COARSE Of 40 � -O 3'MIN 3'-8" 4 GRAVEAND D if 01 of d !� �`S`?� G'A'0 W TANK �2FBo -o ? MAP OF LAUREL LINKS #10712 USE 4" DIA. APPROVED SEWER PIPE 25, p FILED NOV. 23, 2001 1500 GAL. PRECAST S.T. <1;4 o / o / HIGHEST EXP. GROUND WATER 2.0 TYPICAL SILT ty QO X m \ SCREEN SECTION i\ � 8'0x4'DEEP / \ �y GEOTEXTILE FABRI UPPORT POSTS l`\ WOOD OR METAL JIRZ C.-) O •'• AD•••• / FLOW DIRECTION BACK NC EXCAVATED AND Adel,\ ......... . TFRRgcF o� :�..::....'.'.:::::. o� Q 4, poor !- 8 .. . ISTING GROUND Oc ^ 0......'.'.'...'.2'.:.:A...:600 h•.:.:.:............ S O,o... ..... 8'0x6'DEEP Q)...:::?9':' 10 ��`�FO:::::::::... �'�•i 5 ' / \ �yp� \ -III—I I i i t l l 1=11�l l 111R1-i I l�I l—I I_II I I I— • V Dw ro o• :: °o %t: /PIPE ,� \ s'i i I—i I I 11=1 11=I ...�.:.:.'.:.:...:...:.:.. .. Q Trc -I I . _ 4" i I-I i_I I u 7r�Trr��= .00 0 . ::::::::1::::::: a\ 0.9E Cf- .............. 2' MI IMUM PROP. CLEARING WITHIN 100 WETLAND O �%.� o `9 O i SETBACK AREA: 10,100 S.F. °� c°�F 80 p•• ,�� 9TF,P •p0 O 8'0x6'DEEP °' :N: 0 PROPOSED 0 \\ (5 BEDROOM) 0 DRAINAGE CALCULATIONS: `�.,. '. .� SANITARY SYSTEM s� 100 Ib.f STONES ~� ✓_ 1500 GAL S.T. A) DWELLING W/COVERED PORCH=2,888 SQ.FT. TO BE PLACED AS BUFFER BOUNDARY .,,�� 8� �.\ + ( ) + + SPACED 3.5 MAX. APART *:* 6 8 Ox2 DEEP L.P. 2 2,888 x 0.166-480cf REQUIRED LIMIT OF CLEARING/GROUND DISTURBAPICE- iy EX MIN S.T. (2) 8'DIA x 6' DEEP DRYWELL=531 cf PROVIDED / ALONG PROJECT LIMITING SILT FENCE •^� ^D B) POOL HOUSE & GAZEBO / 38,000 S.F. f �� Lp LP POOL HOUSE. 216 x 0.166= 36cf CLEARING/DISTURBANCE LP SEp pRlu TO BE REVEGITATEED LP ROPE ERw0. GAZEBO: 144 x .166- 24cf LP Q� P ' . (P ` 2 PROPOSED TOTAL: 60cf 4,600 S.F. "•,, 25• (1) 8'0IA x 4' DEEP DRYWELL— 177cf PROVIDED i i i i ,`'�y LP o U.G. urlLlriEs ***OVERSIZED FOR POOL WASTE WATER X x i i i XP N; ELEC. & GAS DWELLINGS X X X X o i o'� W PUBLIC WATER �. N�c i , Q5.0... \ 3.9' FRM. 150, C) DETACHED GARAGE= 750 Sq.FT. -I' i � '.�• t •. . •, •� :.:...... ..•.•.'.'. y\ �X X X X X �i 0 o.'..'. 750 x 0.166=125cf REQUIRED i ♦ a,.'.'.'.'.'.' + 1, �.... SHEDI (1) 8'DIA x 3' DEEP DRYWELL=133cf PROVIDED Ory `� T �:•:•:•:• W\ \ X x X X F 0 D Z N_BOUNDARY�- X X ' : I• wo . F`N . z� \+ , /� �^ PROP. CLEARING WITHIN 100 WETLAND \ \, SETBACK AREA: 10,100 S.F. X X0.2% EANNU FLOOD X X X i \ \\\ X X NE X o CHXC X AL F n X X X �C / ,�0� EL 13.8 ,•`'�:,.a. J �1llL \ ' ;•: ; 8 Ox3 DEEP ®'X \ 00 `1X X x v re..,. FLOOD ZONE BOUNDARY X X X X X X ;�•...� 4' o \ X 'X�--X--�C---X--X- i'_ X X X X X\\ X �lllc \ X X X X X X X X� X X X X X \ ZoNF i -PROP . `� + AIL \ X X % x \ ✓ \X � X \ X ZoNFxo X \\ �� i FOOTPATH,-,, ' WDL � '., .....,F ... � m LAWN MAINTAINED BY OTHERS X X X•. \X X X 20 X X ii� _�, i C \ i \ \.X�x X X X X XcF4i1'NligX X� �����ii���i��i •I',,'a••• 17.0I` •��... �Illc yC X \X X X X 8 W �lllc Zo X \X X X X X )lllc alll� X � X X X X X \ \X X >Z' X�co oNF X X X X X X �� �+ \ \ \ ND X '�` \ \ \ Ala 'll!` 'lll�. �1llc X X BR Rom' 1 X X X h. e:' ,:� ' �,��'•' '.. \ X X\ \ �lllL \X X X X X -X__X__ :\:\_�+ ...'..0�.'.•:':.:...:.. \ X X X\ X� X X X X X X � x—� \ X \ ZD �111c X X X X X X �'� :a \, .o p o r- \ k �X \ "FAF B A& u, x X X X x oN _)dL \ R, 73� + '� x x x \ o \\ SO �� ' o� �lllL x x x ,\ N \ ' 00 , oo� �x ,� ,� ,� X X X �. '� + op� BOUX\ X -X­ c^ i FAO °F �O9 \/• sc v v n v :X X X }'•\ \ m �o NFe tiq x NX 2 0 Ry x OU VDAR�' R S EL�INEATED Bl'< ' 'lll� � '� X X X XNDS x x f �\ F tiN �y X CF4N EN-CONSULTANTS �P1,• _1 , 2018 , k X X X I� o �. X--K X Uq�F�o X X X X�_X__\' X X X X X �.`�DC` X X X X X \ �-' 'T X X X II . o \� \, 'jM YD X X X X X X IL X X X X X X X X �f�ZC .. 1 X X X X X X yC1 x x x h ZO/Vl- � x x x f W.V. 6� X 100'X ArE: X X X X X X X X X X \X\ �lll� X X X X 00 x x x x x x x x �c x x x \ � '� x x � ' S X X X X X X X X X X X \ x\r /X X x x/ X JOB' X X X X X X X X A X X X\ / X X X X / X I X X X X X X X X \ X X / X X X X /X X+ ti� ;. \X X X X X X X X x\ X X ` /' X X X X X X'o X X X X X X X k. X \ ` X X X X X + j/ X X NON-DISTURBANCE BUFFE\R< X /X X X X X i�11 �` PROPOSED �. X X X X X X X X X\• •./X X X X X / X +/p y� ;%� iv 1 s' WIDE GATE R, X X X X X X X X \ X X X X X /X / Did' PROPOSED NYSDEC LOT COVERAGE �(,/� \ BASED ON UPLAND AREA 89,264 F X X X X X ' X X X \X U.P. F X X X X X X X X X \ X X X � + O %� HOUSE w/COVERED PORCH: 2888 S.F. `l X X X X X IX X X X \"X X GARAGE: 750 S.F. X X X X X X X X X y<- POOL: 512 S.F. I I + GREENHOUSE. 300 S.F. X X X X X X X X X GAZEBO: 144 S.F. I POOL PATIO: 910 S.F. X X X X X X X X POOL HOUSE: 216 S.F. TOTAL LOT DISTURBANCE: 38,000 S.F. �.� �� \+X X X X X X TOTAL: 5720 S.F. or 6.4% PROPOSED CLEARING WITHIN 100' WETLAND �� ����0O\+ X x X � X X X X X x X SETBACK AREA: 10,100 S.F. ( ' y_ ��> X X X X } VO 0 30 60 90 OJ X\ X X / ! LANDWARD OF 100' SETBACK 26,770.5 SQ.F.T 1 ; LAND WITHIN THE 100' SETBACK 62,494 SQ.F.T (25% = 15,623 S.F.) X UPLAND: 89,264.5 SQ.FT. or 2.05 ACRES FEMA MAP#36103C0483H x �0 WETLANDS: 27,325 SQ.FT. or 0.63 ACRES EFFECTIVE 09/25/2009 % Q U.P. TYPICAL CLEAN OUT AREA: TOTAL 116,589.5 SQ.FT. or 2.68 ACRES ELEVA77ON DATUM. NAVD88 SLATE OR UNAUTHORIZED ALTERAAON OR ADD/AON TO THIS SURVEY/S A NOLA710N OF SECAON 7209 OF THE NEW PORK STATE EDUCATION LAW. COP/ES OF THIS SURVEY , STOPPER ENDMAP � ONLY NOT BEARING THE LAND THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HISD SEAL SHALL NOT EBEHALFERED TO BE A VALID TO THE TITLE COMPANY,,UE COPY GOVERNMENTA�ANTEES AGENCY ANIDATED LENDINGREON SHALL INS TU770NRUN SUITABLE COVER OR PLUG LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY of NEI,I, CERTIFIED TO: PINE WEST LLC; MAP OF: �P��N M' KO�rop 30• ELBOW FILED: Y=� UPDATE CLEARING 12-15-24 60• WYE REVISED 10-15-23 SITUATED AT: LAUREL •, REVISED 07-09-23 rowN OF: SOUTHOLD REVISED 02-07-22 SUFFOLK COUNTY, NEW YORK � �`� KENNETH M WOYCHUK LAND SURVEYING, PLLC REDUCE FOOTPATH/CLEARING 03-29-21 FLOW-� �'q 050882 JQ Professional Land Surveying and Design j cN" P.O. Bog 153 A uebo ue, New York'. 11931 THE WATER SUPPLY, WELLS, DELD SAND CESSPOOL ^ q g LOCH AONS SHOWN ARE FROM FIELD OBSERVA AONS FILE # 17-196 SCALE: 1"=30' DATE:DEC. 18, 2017 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS.