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HomeMy WebLinkAbout1000-70.-13-20.7 OFFICE LOCATION: S® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 lrou ex 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: October 11, 2022 Re: LWRP Coastal Consistency Review for SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUOCO SCTM# 1000-70-13-20.7 Vincent Quartararo on behalf of SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUOCO requests a Wetland Permit to construct a 16'x46' gunite swimming pool with an 8'x8' hot tub inside; construct a ±2,000sq.ft. pool deck in composite around pool; install an automatic cover for pool; install pool equipment area with gas heater; construct a 25.7'x16' pergola over a two-part outdoor kitchen and bar area;, and to install 4' high pool enclosure fencing with locking gates. Located: 1165 Kimberly Lane, Southold. SCTM# 1000-70-13-20.7 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. Require a vegetated, non-turf buffer to help protect the water quality, by reducing the amount of turf on the property and furthering Policy 6 landward of the bulkhead. 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 C LWRP C S ESSMENT FORINT r. V=� A. INSTRUCTIONS on 1. All applicants for pe ts* clud _Q�co outhold agencies, shall complete this CCAF f0fr3oard proposed actions that are ub�ect ° tom` of Southold Waterfront Consistency Revi w. s assessment is intended to su ent other information used by a Town of Southold agency in making a determination o consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form.should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with th policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: o ne at the Town of Southold's website (southoldtown.northfork.net), the Board of Trus es Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTI SCTM# U - t� - ��� PROJECT NAME o -f _. . J 5i? G r i The Application has been submitted to (che ap opriate response): Town Board ❑ Planning Board❑ B Ing 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 E] 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: IL (WAVAM Q® V- A- 2k P Location of action: �� K(VAWV- Cg -DrtO Site acreage: Present land use: i:�es(8,5rn4('Of Present zoning classification: KQ0 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: Uwe-1 (b) Mailing address: O �� VOS SAAot AD0 wArak (c) Telephone number: Area Code SL-7' -7-740 (d) Application number,if any: /V/ 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. Yes ❑ No VNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVV" 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 IH—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 1 blot 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 ❑ Yes 1:1 No u Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LVV P Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ E Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No[A"*Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No [= Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] .No Ublot Applicable Attach additional sheets if necessary WORK NG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. F] Yes 1:1wa No U Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No u Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑/Not Applicable PREPARED BY TITLE DATE I 6- l y � . , .,: . �, ;, iE,.lul'fI�uI111�' I�IIPI t11111l1u1�111f111Nlliitlllll11.1tlAllAlfll._� ':.;.:� ��I�i���il(�iflul�lilul�li° tlllllll �I '�•a�cl -•tom ""m.b...�...i ._...MP.�a, .0a ., q. l �'.e`, :1.,1. t' .. .� � '�*'6fr � i �; � �! ,� x,Ki" k��� 'Q, � �`t v r��Mt? \� 1f �� �.ssr1K/ �t r`N' �'j l S"M'7"i'' ♦ ': �•�, '�1.. �) .l i c �� �gt�''N t ��4{ +cwt;��, t - .�,yw��:�� ., �- ;;� :'4 I � •.� � I n ;�: i �. e � � i� t .. .. __ . — --- --- — f -- �,. - ,, &� :- i• .;?.r' t::�` �; '. .. ;; . t'� . � �� �� ',,r � " . �_ R � ! • ��. i '.tic.". 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D. 70 426 a ,w oanmu�' w m ?D.7 NonceCOUNTY OF SUFFOLK © x etwTNofa SECTION NO G u —� _—m—_—_ _. --„__ Real Property Tax Semce Agency v Nr�„r .. m...u. m..� .-- OeidxY GOYr tarumtrd.n Yttfet M 009 om °i 070 p.rw zt w.. ix�N.siz ie '� —__ mw.u_ --.-- a.•,„--,u-- m"' . v ys^'}� m p 0 idici xo 1900 PROPERTY IMP DRAWING INDEX CODE INFORMATION 9•' " PROJECT INFORMATION r�:p Minimum Uniform) Distributed Live Load5Table R501.5 s DRAWING y �* aY Harpers STATE NEW YORK DRAWING NAME 2030 Residential Cade of Nary York Stato lkou anon dato,Novembor 20191 a NUMBER 2020 Bulldog Godo or Naw York State fpubllcotlan date:November 20I91 USE LIVE LOAD DEAD LOAD COUNTY SUFFOLK COUNTY c & 5-1 SITE PLAN 2020 Plg code arbtof New York state 1pvblbalicn date:November 20191TOWN TOWN OF SOUTHOLD 3020 Mechonical Cade of Ncn York State( 5-2 GRADING AND DRAINAGE PLAN Pi6Il 1-date:Novenbc 201N Exterior Balconies 40-psf 10 psf 5ITUATED IN SOUTHOLD aF 3020 Fuel bas Godo of New York state(publication data:November 2019) o' OWNER BUTTAFUOCO c 5-3 LANDSCAPE PLAN 3020 FNe Code of Nen York Stale(pub) ata d :November 3019) Decks 40 psf 0 psf H -2 C 5-4 DETAILS 2020 Property hbintenmlce coda of New Y-k York state 1p:bikatlon dote:Novertber 2019) m°1jebYTM ADDRESS 1165 KIMBERLY DR., �a 3020 ExlstFg 3e11dMq Godo I Nen York state(pebllcahen date,November 3019 Passenger Vehlcle Garages 50 psf as par plan 5-5 DECK DRAWINGS Y Ener eansorvatlon eorotruatlon code a New York State(ubllcatlon date,November 2019) SOUTHOLD,NY 2020 y P ATTC5 without Stora 10 f 10 f 50 HO 0' at B s 5-6 POOL DRAWINGS 2016 edltbn or the fiwrgy StorNad Far Bv11EFgs Except l.rnrfase Roside,Rial Bu1ldMgs I`ASNRAE 90.1-2016') Storage ps Ps W� ZONING INFORMATION R-40 � g ICG AI17.1-2009 Access6°ia Md LLseable B Ildhgs Md Fac111tloe Kth The NYS Nenly Adopted Access11,11IN Sign ATTICS with Storage 20 psf 10 PsF Q It8 Blossom H11115e 6 SECTION 70 F '@ BLOCK 13 '� TABLE RB0.2(1) ROOMS other than sleeping room 40 psf 10 psf ° 9 LOT 20.7 O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf eine Qew, s•�9 a b Goose CreekB DISTRICT 1000 - WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 Psf 10 psf OCCUPANCY CLASS RES.SINGLE FAMILY RESIDENCE Ya. ICE SHIELD LIMIT OF aB Fafms s u >. LOT AREA AREA=53,317 5a.FT.OR 2.295 ACRES V) GROUND TOPOGRAPHICAL SPECIAL 6W01RDE SEISMIC WINTER NDERLAY FLOOD MODERATE AIR MEAN Guardrails and Handrolls 200 psf 10 psf ""+.• S r-t SNOW SPEED(MPH) EFFEG.fS WIND DEBRIS DESIGN FROST LINE DESIGN MENT AZARD WAVE FREEZING ANNUAL u DESIGNER: q DESIGN GROUP i--I LOAD REGION GATEGOR WEATHERING DEPTH TERMITE TEMP REQUIRFI7 ACTION INDEX TEMP ROOFS: ZONE Flat or rise less than 4 Inches 16psf q, PO BOX 33 20 pa 140 NO NO NO B SEVERE 3 FEET MODHEAAVY TO II YES NA NA 618 52.1 DEG. per foot(1:5) 6 5AGAPONACK,NY 11%2 Wn� Rise 4 Inches per ft.less than 12 12 psf 10 Psi 2 VICINITY MAP PHONE. (651)-209-2010 r W MANUAL J DESIGN CRITERIA Inches per ft. n 5-I SCALE:N.TS. d ALTITUDE INTERIOR DESIGN HEATING DESIGN r ELEVATION LATITUDE WINTER HEATING SUMMER TEMPERATURE COOLING CORRECTION TEMPERATURE TEMPERATURE Statement: FACTOR DIFFERENCE COOLING Compilance 40'N 12.5 DEG 64 DEC, 1 TO' -15'(DB 63'WB) 57.5 The proposed building design described here is consistent with the TEST HOLE DATA buliding Plans,tIon.The prop and other calculations submitted with the ZONING REQUIREMENTS: " COOLING permit application.The proposed building has been designed to meet a WIND VELOCITY WIND VELOCITY COINCIDENT WET 10 OB 5 TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDIY the 2018 IEGG requirements d REScheck and to comply with the DIFFERENCE mandatory requirements listed in the RESOheck Inspection Checklist. ELZJ' MIXED SAND AND LOAM LOT AREA 9 15 7.5 71.5 M 50% 45-55% 1• BROWN SILTY SAND SM (from west Property line to the tieline)................53,31'1 5q.ft. J' LOT AREA GENERAL NOTES: PALE BROWN FINE 710 MEDIUM SAND SP (from west Property line to ex.bulkheat).............41,846 sq.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE,IF DI50REPANCIE5 OR INCONSISTENCY EXIST,SURVEYED LINES,EA5MENT5,BURIED UNFORSEEN5; EL0.4' 6.9' CONTRACTOR MUST NOTIFY 0 DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER/N PALE BROWN ALLOWABLE LOT COVERAGE 20%:..........................U69 sc<.ft. • CONTRACTOR SHALL GUARANTEE ALL WORK AND 15 RESPONSIBLE FOR ALL WORK TO BE OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FINE TO MEDIUM SAND SP FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. CONTRACTOR 15 RESPONSIBLE B' FOR CORRECTIONS TO PLAN THAT ARE NECESSARY,AND CLEARED BY Q.D.G;WORK 15 TO BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT GOVERAGE: • ALL CONTRACTORS ARE TO GLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP.AND TO CONTINUE TO MAINTAIN A PROFE55IONAL LOOK TO THEIR TRUCKS,STAGED WATER IN PALE BROWN FINE SAND SP AREAS AND PERSONAL SELF. LABORS SHOULD BE UNIFORMED AND MUSIC SHALL BE KEPT TO A MINIMUM. SMOKING WILL BE PROHIBITED UNLESS CLEARED WITH Q.D.G.. EXI5TIN6 HOUSE,COVERED ROOFS 17' W/RAISED DECK5.................................................5,41:Bscl.ft. • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND 52GUREMENT OF A BUILDING PERMIT. ALL WORK 15 TO BE PERFORMED WITH ALL STATE,MUNICIPAL AND LOCAL ZONING AND BUILDING CODES. DAYS AND TIMES HOURS OF EXISTING SHED............................................................101 5q.ft. OPERATION SHALL BE CODE. NOTE WATER ENCOUNTERED 6.9'BELOW SURFACE PROP05ED POOL......................................................136 SCISt. 1L`J • a DESIGN GROUP 15 NOT RESPONSIBLE FOR THE WORK OF THE INDIVIDUAL CONTRACTORS THAT ARE BUILDING FROM PLANS THAT ARE PROVIDED OR DRAWN. PLANS ARE PROPERTY OF 0 DESIGN GROUP AND THEIR USE WITHOUT PROP05FP DECK V WRITTEN CONSENT 15 PROHIBITED SOIL BORING w/pergola and kitchen.........................................1,421 sq.ft. THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:.................-I,FJb2 5q.ft.• ALL UTILITIES ARE TO BE LOCATED,MARKED OUT AND PROTECTED BY THE CONTRACTOR'S EXCAVATING ON SITE OR GUTTING WITH UTILITIES OVERHEAD.IF PRIVATE MARKOUT5 ARE NECESSARY FOR THE WORK HIRED,THE REPORT DATED 12/1/21 BY MGDONALD Geo5CIENOE CONTRACTOR WILL CONTACT a.D.6.PRIOR TO ANY WORK COMMENCING. (P.O.S.1256 SOUTHOLD,NY 11971 TEL.651-765-3677) ,,,,,,,,,,,,,,,,,,15.3%(1,682 s.f.) UJ PROPOSED LOT COVERAGE...... ^ X.COVEREDROPOSED PAVER LANDING XISTIN6 PLAY SET KEY OF GRAPHIC SYMBOLS STOOP EXISTING STEPS 4'-0"HT. PROPOSED LL-1 Q z ROPOSED ARBOR EXISTING CHAIN LINK CHAIN LINK FENCEN-1 X.WALK FENCE �� PROPOSED STEPPING — 1 STONE PAVERS Q XISTINA AUTOMATED GATE XISTIN6 GRAVEL DRIVEWAY X15TING1f3S CURB_,TYP. _ • • __ __ _3_45.84' - OPOD RISER OF—15 nNb4i22_20E ��LU T— 1 Tt\1.6r` 20.61 3 ^J EXI5TING VEGETATION W TO REMAIN O 11 11 N\A 1 X)It PROPOSED EVERGREEN TV' O X •f� ', ❑❑❑❑❑® 1 �0 1 t.J TREE V I - -- ---------------------------- -------- _,_b e�.cK (� 1 0 - --1 - - - --- - ---- 1 X•1 PROPOSED DECIDUOUS IL - \ 1 I TREE J( — EXISTING TREE TO REMAIN * PROPOSED EVERGREEN/DEGID, SHRUB5 IlExiaTIN559r1aTAN[ �1 EX. UPPER > \DECK 11 t \I -� 7 / PROPOSED MISC.OVER STEPPING "1l'J/ GROJNDGOVER LO 11 1 DEGK 1 11 X.STG e'� I ED STONES TO BE - EX.AND PROPOSED FENCE LINE •�F' R 1 I ❑❑ 1 REMOVED k U,�S O T VT 1 2 STORY FRAME 2ND FL. CANT. D ❑❑ 11 \ I `fI G �� %' RESIDENCEm Q O F.F.EL.EL..12.4 OVER. \ 1 1 %•. \ X.DOUBLE GATE.ONE 'e DECK \ PORTION OF GATE TO BE \ XI '�'t/ D D \\ !\\� SE�FDAND&ATE GLo51NG/SELO HAVE \\ W�9 036276 Q� LATCHING HARDWARE. III 1 1 �I_ PROPOSED 55 GAL. i ❑ \ 1 RI ?[ � I� r FLOW WELL W/INLET � 11'� �a ❑❑ \ _ _ 1 � 1'Lr' llvn PROPOSED POOL II \ 11 EQUIPMENT OP05ED\\ I \ 90 5enlx�Ave o,Mchitect P.L. 1 =11 - ❑ WOOD STAIRS\ - \ _ Center Moriches, NY 11934 1 m a TY \ (63U B74OSGB Ex.. BIB HOSE TO SEP 2 222 BUT65 KIMBERLY RESIDENCE BE RELOCATED 1 J ❑D - I 65 Klr'1BER DR., L PROPOSED \ STAIRS, 50UTHOD, NFOY \ 1 PAVER WALK t - 5- - `� '^ =�0" CONCRETE ACCESS\\�^ O 10 1 _ - - - - a ec 70, Block 13, Lot 20.7 I--•- --f-. STAIRS W/PAVER \� " ►rttlold Town 1 STONE WALL TOB �__-____F'' rte: N REPLACED - LANDING. AILS ON Q I 11 r•arap roo ❑❑ oo I �N Board of Trustees PLEASE NOTE: WMATURAL -•1' PAGE \ PROPOSE BOULDERS 5HED 1 _ ___{-_ ❑ \\ O N; Infor gothercd rbyl ..o (An t d LOCATION - ___I__ l'Lf'"' -_ __ - - - - -I \ \(� 1 1— __F \ Survevm9, — dotedv 05-14-19)and ------_`a_sc-re.•ele — -- -- - - - ----- --------------------------------- -------------- ----- - use d essV the ech:teeturai plme (TB t d 0-00-W)to be uxd ustr _ puryaxs only and ch ----- _---_----__- __-__ \ ie'o•---c I lnferma4on Pr«nte s __-------_- \ -I Property°f,d 9^9ro v murotum t to be d without written <msmt. NOT FOR CONSTRUCTION - i z� Scale 5841/022'20"W ROPOSED IV X46' EXISTING CONCRETE KALI- EXISTING WOOD BULKHEAD 354.32' Date 01/03/12 EX. EX. EX. X. PROP05ED 4'-O'HT.POOL--jPOOL W/6'xV RAISED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY ELEC. GAS WELL SHED To BE ENCLOSURE FENCING WITH 4'-0° SPA AND SUN LEDGE.SEE PER PROPOSED DE516N,TYP. ADDING I TIMBER ADDITIONAL Revisions METER METER RELOCA7ED NMF GATE AS PER NYS POOL DETAILS ON PAGE 5-6 ON TOP TO MEET 4'-O"HT.TO '-O"HT. PROPOSED FENCE ATOP CODE. 5EE page 5-4 FOR PROVIDE POOL ENCLOSURE AS EX.STONE WALL MORE INFORMATION TYP. ROPOSED PERGOLA ROP05ED POOL DECK.SEE PER NY5 POOL CODE,TYP. SITE PLAN ATOP PROPOSED POOL SHEET 5-4 FOR MORE INFO. �151TE PLAN PROPOSED OUTDOOR KE DECK,SEE DETAILS ON OIL BORING B-1 TEST LOCATION 5-I O 8'-O" 16'-O° 32'-0" 46'-0° ATOP PROPOSED DECK, SEE PAGE 5-5 DETAILS ON PAGE 5-4 ROPOSED POOL COVER VAULT \ 1 (FL.+10.7) 1 iF 1 I ul art€ --'--- --- ---------- ,--- ------------------------------------------------------- -------- -------------------------- 1 1 1 \ 1 (EL.+7.6) g 1 1 \ ILOrA15T EST LEACHING _ POOOL.L,TV ❑/� � ❑ II•CPL. \ (EL.+ S) LOCUST 1 11 I EX, I D (EL.+12. ❑ 1 LP EX. o E 1 5T LOCUST -YI I/eX`O.OEL. EL. 1 QI \DW PROPOSED 55 GAL. D - FLOW MELD DECK '7 to T OOO PROPOSED DECK WI 1 CHANNEL DRAIN, ❑ l`1 ml 1\ TTP. I ❑ V 1 p11 EXISTING DRYWELL DI o ❑ . � TO BE REMOVED j ❑ Z 0'1 TYP.PROPOSED PVC Qlu 1 CATCH BASIN I 1 �❑ /� 1 1lJI- '4\1 \W 12. \ II 11 /-- EL. 6t.FL FLEK II 1 11 - \�'•C5% , m(DEL31 EX. EL.+86" R",;r ti•? \ WHITE OAK 1 1 4'PJC,SDR IB I ,, Z II r (� 1 6 PJC,SDR IB �• �"r,'- % B'PVL,SDR IB -X\ L.+BS \ 11 2c�o OR 55 F7 bW/ EL.+7.0 (EL+ Q O m O \ " ._ _:/' a' 3•5DR la \\ E �J 1 (EL.+8.8) \ % � 9 i �/ •�, � ORR35 PEE \ D + lo'-O° •�..�---yy PROPOSED SILT FENCE V MIK / i=�;i8�5,x%-r„'g�V- GON5TRl1GTl0in NEINDw i 1 1 i "" .-�-. •g._ \\ SE1 2022 Z EL.+4.65 EL+0.65 n 1 I i. •� ..,��'v��`- J.:ate,. .._ \ 'Q EL.+ess \ Southold Town � IS'-O"SETBACK •�• '\ I __-!___._._� \ -----------------r------- ---- ---- - --- _- s'-o"SeTESA�Dard of Trustees --------------------------------- ------------------- �• EL.+7.0 \ U•1 �(. PROPOSED 12'DIA.x 3'DEEP, °`� (') j` (EL.+6.2 \\ ' __• \. TYP s 2. SEE DETAIL 3/5- \ _._. ...... ` R TYP.PROPOSED PVC CATCH BA51N I / 4-PVC,SPR It OR 35 PIPE F-D rooulDooRar(ae+SIX,RYP.e11 \\ ��5 D r G Tcc �- __�...�------__-----�-•- ---- ----------------- - z--------------------------"'----------------------- ------ ---- 0 EX.ELEG" X. '9 036278 Q` METER METER WELL INLET PIPE PITCHED FOR PROPER FLOW NE EX.GA QDRAINAGE PLAN FINISHED GRADE (SIZE VARIES) 20'-0° 30'-O" Ic ae 5u ano,Arc Itect F, . TOP501L OR APPROPRIATE 9D 5enlx Ave, Lenter Moriches,NY 11934 MEDIUM BACKFILL `I,I (63U 874-056H CONCRETE SLAB COVER BUT66 KIM E RESIDENCE 8°TRAFFIC BEARING 1165 KIFIBERLY DR., _ KEY OF GRAPHIC SYMBOLS NEW DRYWELL DRAINAGE CALCULATION SOUTHOLD, NY_ _ _ PRECAST CONCRETE DRYWELLS STACKED I-i - '{_`I:-sYh'•;+. .`L- >i�`°.`'- IN RING HEIGHT(VARIES I-27 1 i=1 II=I I "t O� L-I O AVERAGE ec 70, Block 13, Lot 20.7 - PROPOSED LONG ISLAND BOULDER AREA RAINFALL DRAINAGE GAL. STORM WATER TOTAL =I III-III FILTER FABRIC IC1 _ :.? SE OIR _=II=1 PLEASE NOTE: OO PROPOSED STEPPING STONE = I- _ 0 l I=I n(o mp im Fer to exap si a plm O� PAVERS BACKFILL WITH SAND w VNe PART OF EX.ROOF 140 SOFT. +/-2"(0.16"1') 1240.8 SOFT.X 0.167'X I(100%) 207 GU.FT. III=j =I - - I-II as gathered by a (AJC ta,d PROPOSED RISER OF STEPS - -III=fI e�h.-t¢, p1 m( os-Lmt and I--I 1 " �•��.�-� �' +'�`.�'� _ hrtectvral plms lT9D, last dated BANKRRUN TO BE PRESENT OR III=III-I I- ` ' I-I o-00-00)tp be..d for Illus-t- POOL DECK 1,465.8 SO.FT. +/-2°(0.167') 1465.8 SOFT.X 0.16'7'X 1(100%) 244.'1 GU.FT. CHANNEL DUG CANDLE WICK TO IJ I-IT:'� - porpoaea only•and . avch y � ^J REACH SAND IF NOT PRESENT -III=1 t= I f- f-I =III-f - mFormatim prexnted :e the W EXISTING VEGETATION -II-I I=II III=III-III- i_ -I�=I I- ct=Ile t t property a(gQeaggrrit- TO REMAIN POOL 736 50.FT. +/-2•(0.16T) 736 SO.PT.X O.I67'X 1(100%) 123 GUPT. L-III-!I-III-III=I I, -III-I I-I I I I- mend t to be uud wlthoul written -- EX. AND PROPOSED FENCE LINE IF WATER 15 PRESENT DRY WELL I I=I I LI i I=I I=II I!=1I j=1 o I I-!I=I 1 I�I-1 i TO BE LOCATED 2'MIN.ABOVE I I I=I I I=I�I I I-I I I�I I I-1 1-III-I I-I I NOT FOR CONSTRUCTION GROUND WATER `- - ry , I-I 1� -i I LI POOL WALK 53 50.FT. +/-2°(0.167') 53 SOFT.X 0.167'X I(100%) 8.9 GU.FT. II-III-I III II-I-I II I I-1 r' I=1 I 1=1 I Scale I"=I0'-0" NATIVE SOIL UNDISTURBED �'� I=-II -III- f=III=1 I I III Date 01/03/2022 ° CELLAR AGGE55 q8 50.FT. +/-2°(0.16T) -18 50.FT.X O.16T X 1(100%) 16.3 GU.FT. I _ -I _ _ _ Revisions STAIRS NOTE: I I t-i i-III-III-I I= I-t I-III-i TOTAL: 600.0 11 FT BANKRUN(5AND)NEEDS TO BE -_1-III= I 1=I i=III--III=T_ PRESENT WITHIN EXCAVATION I =I 1= I=1 � - =�-I I-I I DRAINAGE PLAN OR A COLUMN MUST BE DUG 12'DRYPELL=100.55 GUFTJ LNFT. THEREFORE USE DRYWELL(2)12'DIA.X 3'DEEP W/fRAFFIG UNTIL SAND 15 FOUND. 600 GUPTJ68.42 GUFT.=5.94 LN.FT BEARING COVER AVAILABLE STORAGE 60528 GUFT. '•� TYP. DR-1-WELL D)=TA I L S-2 S-2 SCALE: N.T.S. PRELIMINARY PLANT LI5T PLANTING NOTES: KEY OF 6RAPHIG SYMBOLS • NOTIFY LANDSCAPE DESIGNER OF ANY DISCREPANCIES BETWEEN PLANT L15T Al BETWEEN SYM QTY SIZE BOTANICAL NAME COMMON NAME PLAN AND 51TE CONDITIONS PRIOR TO COMMENCEMENT OF WORK a_,E ® • NOTIFY LANDSCAPE DESIGNER OF ANY SUBSTITUTIONS RECOMMENDED DUE TO ANY EXISITNS O E30ULPER LONG ISLAND TROposED EVERGREEN PA La eretroemla CREPE MYRTLE BOULDER TREE `E-5 2 Im-12' g CONDITIONS OR AVAILABILITY OF MATERIAL. NOTIFY LANDSCAPE DESIGNER WHEN MATERIAL ISDQ � �s 4 AlON51TE FOR QUALITY INSPECTION. DESIGNER PROPERTY OWNER HAVE THE ABILITY TO pROPosEn STEPPING X'• 1vuoU5 2 f f 4 8-10' Grytomerla CRYPTOMERIA REJECT ANY MATERIAL THAT 15 UNSATISFACTORY. �� SioNB PAVERS PROPOSED DECTREE U) 1.5 4 1-8' radlcaus • NOTIFY LANDSCAPE DESIGNER WHEN PLANT MATERIAL IS PLACED 50 THAT THE DESIGNER MY BE PROPOSED RISER OF STEPS e ExI5TIN6 TREE To REMAIN �s• PIGea aUGa COLORADO BLUE PRESENT TO APPROVED LAYOUT AND SPACING. ALL LOCATIONS OF PLANT MATERIAL TO BE ^ �� g APPROVED BY DESIGNER PRIOR TO PLANTING. 6 ��_8. 5PRUGE +D PROPOSED EVER6REEWDEGID. • ALL TREE5 OVER 5.5"GAL OR 5'IN HEIGHT ARE TO RECEIVE STAKES WITH GABLES AND GUY _ !EX 5TIN6--I-N SHRUBS 05MANTNUS WIRPROPER E5 SUFFICIENT TO ENSURE Al W v TO REMAIN 0 IS 3m"-36" Osmanthus f..,l • PLANTING MIX TO BE PREPARED OF 3 PARTS SCREENED TOPSOIL I PART PEAT M055 AND I LB Ex.AND PROPOSED PENCE urs ) PROPOSED MISG. yr 6 3m-36" Gephalotaxu5 PLUM YEW OR STARTER FERTILIZER 5-10-5 PER CU.YD.OF MIX. UNLE55 OTHERWISE SPECIFIED ALL PLANTING 6ROUNDGOVER COWTAIL PINE BEDS TO BE PLANTED SHALL BE 12-DEEP OF SUCH AMENDEMENETS FOR EACH TREE,6-DEEP 7--f FOR EACH SHRUB AND PERENNIAL. 12 5 GAL. Spires japonica SPIREA ALL PLANTING BEDS TO BE TOP DRESSED WITH A PH NEUTRAL SHREDDED BARK MULCH AT 2� r�J] MIN DEPTH. S 2d-3m" BUXUS WINTERGREEN ALL UTILITIES ARE TO BE LOCATED AND PROTECTED. $ V 3 30-36" BOXWOOD I GAL. TBD MISC.PERENNIALS/ORNAMENTAL 2 GAL. GRASSES G 11 -- -- -- -- - -- 1 1 111 1 l I -- --- -- -- ---------------------------------- 0 1 Iu!Iii�:nill, ___ _ __- 11,1111111 D --------------- -------------------- lk% ECEIV. E SEP 2 201 Southold Town I I',.' I.ll Q I! d - Board of Trustees 1-4 L J 1 GAL: `I O X11 O ❑❑ ST. U V LLCi � IT o w•CAL. 'QIL LOCUST 1 (1) 30-3 BOXWOOD d (2) 24-5 BOXWOOD - �1\ 17 i'' I'll' OOO 1 sl I ❑ (3) 5 GAL.Lj D ! 1,,111�,(I'I.I1111'Ill'I;' II ❑❑ OSMANTHUS ' PROPOSED '.II'i ,'jj'Ii ❑� ED 1 POOL I„' ❑ N, 1 (3) 5 GAL. SPIREA �� III'.', '''ioi T \ I EQUIPMENT D II ,I'l;I ” ❑ 1 (5) 30-56" OSMANTHUS ! l l l' °�'; ❑❑ 9z 1 sT. I% 5t1L¢4t .''11,+" ;;tl \ * o ❑ EX. —r"-a.:�-�%, 1 1 '�I ' ❑ GEN. -AE-71,JM OO ri41r-_OAK 9 036215 ) q ks 1 ❑ _ _ - (1)50-36"BOXWOOD NE PROPOSED 11 tiPe + 1 (2) 24-30" BOXWOOD er- \ 1 SHED LOCATION 1 (2) 10-12' -- -- -. \ _a.d. �_. 1D� U� DSD (2) 24-30" BOXWOOD O Mlchael5odano,P chitectPG. \ GRAPE MYRTLE a -__-—��-''F_ - _ o � \ Po semi Awe, _ Genler Nbrlehos,NY II934 OSMANTHUS 05MANTPUS e -w- = Gen us halctaxO BUTTAFUOCO RESIDENCE �•� = r _ ❑ \ 1165 KIMBERLY DR., SOUTHOLD, NT IL ep _-.� CelDha IOta XUS :_..�_ __G-..-. ,�_-_ - ❑ \ O ec 70, Block 13, Lot 20.7 1 i"6 `•��'-`a" — - \\\ ., PLEASE NOTE, - ---v - — (1) 50-36" BOXWOOD \ 1 --- —____ I•—_"- _.o-i�-y-b----.N-_Y�i_..�.-, a (2) 24-30" BOXWOOD \ laor rcarng,aan>n drarby linu.,.d.waPe (AJC i d Svn, Imt dd o5-14-19ad hit- a1 Plas lieu, lamd15_O"SETBACK___-__-____________________ _ _____________-----------`_-- --------------- be u (or illu>Lramy (3) 5 GAL. \ Purp»c> on1Y ab a> sa, any \ Inforrnah>n prty f i> the ~! \ inleliectual prase—of Iti—gngr ttP SPIREA \ and t w be a>ed wlefa,t amle� \ NOT FOR CONSTRUCTION n I \ Scale I"=10'-0" ______�.-------------------------------- DIt, 02/14/11 Revisions (5) 8-10' COLORADO BLUE SPRUCE (5) 50-56" OSMANTHUS (2) 7-8' CRYPTOMERIA EXISTING LEYLAND CYPRESS LANDSCAPE PLAN �I DRAINAGE PLAN l6J 1-0' COLORADO BLUE SPRUCE (3) 8-10' GRYPTOMERIA TO REMAIN \t2/0 5'-0• 10'_0" 20'-0^ 50'_0" (2) -8' GRYPTOMERIA (1) 8-10' GRYPTOMERIA 5-3 IB 5.5.BUILT IN GRILL BY n E 2"x2°PURLINS a 16"O.G.,TYP. LYNX(OR APPROVED EOa UAU ®I6"O.G., fi '-6° 14°DIA P.G.PIER FOOTING MIN.3'-O"BELOW IE 2 1/2",'7 3/I6"RAFTERS SPACED TYP. b v GRADE TO BEAR ON VIRGIN SOIL,TYP.®10 5-4 3 v ALUMINUM REINFORCED CARRY BEAM g c) 5°x11-15/16"MAX SPAN 20'-0",TAILS TO BE 5 c SELECTED BY OWNER(TYP) 00 0-00- THREADED 00• -—Vk__ G"DIA.PERMAGA5T GOLUMN5 BY"H566"VU 1Y 1j1 THREADED ROD SECURED TO FOOTING BELOW P I o e II; m WITH TOP MOUNTING PLATE AND TO MATCH HOUSE _ 7•-4 " 1' -- ----- COLUMN IN ALL RESPECTS(V.I.FJ,TYP. - - _ G4° DRA 42"GRILL BIDS b"DIA.PERMAGAST COLUMNS Y"HB6G"WINET/ CABINET O m _d� THREADED ROD SECURED TO FOOTING BELOW WITH ALUMINUM REINFORCED CARRY BEAM = TOP MOUNTING PLATE AND TO MATCH HOUSE 10'-10" g i 5'x11-15/16°MAX SPAN 20'-O',TAILS TO BE SELECTED BY OWNER(TYP.) - COLUMNS IN ALL RESPECTS(V.I.FJ,TYP. �-1 OUTDOR 5.5.REFRIGERATOR BY yr LYNX O(OR APPROVED EQUAU O.G. OT SHOWN) 3,- - 2A ELEVATION M 51-ALE:}"=I'-O" W j1 O "II _ t_ _ I 'Y I_T —>..' :.::i�� —•::i.IIF—L'.:':III 'o '1 — ---1-----'_ ------ MUM PERGOLA SYSTEM BY"INTER°RAFTER TAILS TO BE SELECTED 8Y OWNER,TYR �=i_— ---__—__— __—_____ ',:. i'::•.' T,:•.- 1"::.- ,'. 1 '1 :.t VINE 24"SLIDE 2 I/2"x7 3/6°RAFTERS SPACED 016"O.G TYP. BSEGTION/ELEVATION GARBAGE CABINETNET DWEIZ GA `=--T —,—__--- ---- -— PERGOLA COLUMNS TO BE POSTED TO NEW 14°DIA. P.G.PIER FOOTING BELOW,TYP. CARRYING BEAM MOUNT —_ _—L;--- _----_-- -- BEAM,TYP. PLATE,TYP. PI� I OUTDOOR 5.5.15"WINE COOLER BY LYNX OUTDOOR S.S.24"BEAV. L 1j; qFl (OR APPROVER BY EQUAL) (OR APPROVED EQUAU VE —•y _'�' 2G ELEVATION L c _ COLUMN GAP SCALE: O _ COVER,NP. COLUMN GAP 2 KITCHEN ELEVATIONS L PLATE,TYP. 5 4 AS NOTED L t ROUND COLUMN,TYP. 5'-II 7 I x I HORIZONTAL L A.PLAN = RAIL,TYP. tu / I , X PERGOLA DRAWINGS (0/ FENCE POST . W 125 ALL1` s-a SCALE:}„ IBEAM MOUNT PLATE GONERS,TYP. - - I"XI"PICKETS Zr�i 1 (0.0.62 WALL),TYP. to SELF CLOSING HINGE, G.DETAILS TYP. ®�,plp� r- M OF TU NS V E O IN xO SEP - 2 2022 IL- Southold Town &E NCE DETAIL n.=I,-o” Board of Trustees G AYER OF MU FINISHED GRADE. E MODIFIED SOIL.DEPTH `CJ•(E O VARIES. V J (SEE SPECIFICATIONS Q� GO SOA FOR SOIL MODIFICATION). 92 J * O Fmf cFa�L1 To BE I Ill- ATGPADE E ABa`E—E Ii. � � EXISTING SOIL - SECTION til IF-1~ �1• 'caiBrznaa vIEU 9 036278 I—I—E i 0,.•i:..;:. Mchael 5vtlano,Mehltect P.G. GROUNDGOVER PLANTS TO BE '•'•°'_h..,:_r.,.=, qO sent.A— NOTES:EVERGREEN TREE PLANTING RO TRIANGULARLY SPACED. _ _ r Center Fbrich—,NY I1,134 e r (63U 8140568 I. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE N➢1LGH -`�,~•,'I-;-w%„``i'•• .• AMERICAN STANDARDS FOR NURSERY STOCK(ANSI Z60.I-2004). , _ U65 KIMBERLY DR., PLANT ACCORDING TO ANSI A500 PART 6. BVTTAF RESIDENCE 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL _ __ __ __ KIMBERLY'` - SOUTHOLD, NY FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, TYPICAL SHRUB PLANTING.INDIVIDUAL PLANTING HOLE {{��^ "• -,•��'+t”+' DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING.DO NOT DIG THE PAVEMENT. - ':'rL_ �•-; _ _ _ - - ec 70, Block 13, Lot 20.7 HOLE DEEPER THAN ROOT BALL DEPTH. I. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT - - -:_'- •`''-f'-`:i.'__ _ 3. SCARIFY THE 5UBGRADE AND SIDES OF THE PLANTING HOLE BALL OR CONTAINER. PLEASE NOTE: WHEN PLANTING IN CLAY SOILS(MORE THAN 15%CLAY). 2. 5GARIFY 5UBGRADE AND SIDES OF PLANTING HOLE WHEN PLAN 4. LIFT AND SET THE TREE BY ROOT BALL ONLY.DO NOT LIFT USING IWfeamacim for la,dscope cite plat PLANTING IN CLAY SOIL. c q.h-d by "ey (AJC —d THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. 3, SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL .E s�roeym¢, — meed o5-i-Iq) — wmEwnoe re°e txwe rmelws 5. SET THEE OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE - SURFACE,OR I-2"ABOVE IF THE SOIL IS lO ecNt«carol plan (Teo, met rated veBBlrn OR SLIGHTLY HIGHER IF THE 501L IS PRONE TO SETTLING. NOTE5: o-oo-oa)to x—d ror umsval"e b. AFTER THE TREE 15 SET IN PLACE,REMOVE BURLAP,WIRE AND 4. PRONE TO SETTLING. I-SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES,SIZE, -'p— any am m loch y or�Ar -11 ePevw Al 5. IF CONTAINER GROWN PLANT,GENTLY SLIDE PLANT OUT OF AND SPACING DIMENSION. inramation presented a she E, �rlwsne STRAPS FROM AT LEAST THE UPPER I/3 OF THE R0078ALL. aFrswll�°AeoVE �• CONTAINER.P15TURB THE ROOTS. 2-SMALL ROOTS 4"OR LESS)THAT GROW AROUND,UP,OR :nteuawaI grape-orWgdew�T—t- 7. o t- -'tsnApe- 7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR 6. IF BBB PLANT,REMOVE BURLAP FROM AT LEAST THE TOP 12 a,d n"t I. b< d tivut ,etm BROKEN UP. DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL. DOWN THE ROOT HALL PERIPHERY ARE CONSIDERED A c"nsent INCHES OF THE ROOTBALL,WITHOUT DISNRBING THE NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE sTAxE AT j a.r wpop sTAxe p� AMEND THE SURFACE WITH MULCH. ROOTBALL.REMOVE ALL CORD ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE NOT FOR CONSTRUCTION ort ait.au cvmE I ��an saAAT a 8. USE THREE 2"X 2"WOOD STAKES DRIVEN INTO UNDISTURBED l• FROM THE TRUNK.REMOVE BURLAP AND WIRE BASKET(IFBE �"sEneEo urev tma-eH SOIL A MINIMUM OF I6 INCHES.SPACE STAKES EQUALLY AROUND PRESENT)FROM THE ROOT BALL. TIME V PLANTING.ROOTS ON THE PERIPE RO CAN L cp ".., _ ��• THE TREE. SHAVING CONTAINER DETAIL). Dote (SEE ROOT BALL Scale I"=16'-0" :i'Y - �� �tEo cn ewaxe 9. ATTACH 3/4"NYLON WEBBING TO CONNECT THE TREE TO STAKES. b. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE Date 06/16/.'1 • \i'�`- `"' / rluEn oa eravfw clwsx srtAnE Y�� `r- F '�-� '°I�nlx la•vEevx� SOIL,BROKEN UP OR TILLED.WATER TO REMOVE AIR 5-SETTLE SOIL AROUND ROOT HALL OF EACH ATTACH WEBBING AT 1/5 THE TREE HEIGHT. POCKETS.DO NOT ADD AMENDMENTS. GROUNDGOVER PRIOR TO MULCHING. Revlslons �;��;i soi�nw a•ceEP ���i•�>��" `�T� 1O. APPLY A 2-3"(SETTLED)DEPTH OF PINE STRAW OR BARK MULCH vwiau GpA°E /��/?i•/: TO THE PLANTING SURFACE.LEAVE A 2"SPACE AROUND THE 9. PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TOA DETAILS sx wl°r"°P 1— TRUNK FOR AIR CIRCULATION. (SETTLED)DEPTH OF TO 3 INCHES. II. PRUNING SHALL BE LIMITED TO DEAD,DISEASED,OR BROKEN _ au LIM85 ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A500SPECI � REMOVE ANIONS. S \7YP.SHE PLANTING:INDIVIDUAL PLANTING HOLE 6 7YP.PERENNIAL PLANTING -.4 s-4 5GALE\:/NE.RSREEN PLANTING s-a SGALE:NR EVERGREEN PLANTING 12. WRAP SHALL BE PLACED ONM7RUNK. AT TIME OF PLANTING.NO 5-4 SCALE:N.T.S. s-a SCALE:N.T.S. iv 36"HIGH RAILING 6 6VARDRAIL W/SPINDLES EL.il2. EX.COLUMN TO ®4°MAX.SPACE BETWEEN,TYP. REMAIN,TYP, a R'-lo" BID- -o° - COMP051TE General Attachment of Ledger Board to Band Joist or Rim Board w ' I I Lor-IPDSITE ,- SIFEPS TO GRADE STEPS TO GRADE �• " EXISTING HOUSE N.I.FJ '� " TO CODE,SEE TO GODS.-fl'P. romoyo sting at ledger FLASHING SHALL BE INSTALLED AT WALL AND c g eldenar sheathing prior to insiallagon �OAN IN O-OF SLOPE D IREGTION;ANDEVER-ERE IS E'Z -- - ------- ---- DETAIL X/5-5 e.isb q stud waU thmsh0ld�efuily Oashd and AROUND ALL ROOF OPENINGS.FLASHING SHALL ---^•�I _ _ O pu&d to prwond=1 irr-don BE CORROSION RE515TANT(MINIMUM 26 GAUGE) 3.. eXisgn 2X had'o'st 'EL.3.B O OSIDnUOUS flashing ALL EXPOSED FASCIAS!TRIM TO MATCH EXISTINS rn DECK CHANNEL DRAIN, � � rtrr' � 1 I dIl { g 1 s TT'P. --ELh05- i / -y -1 _ �y .y�r�-y O ar 1'minorum with drip edge ALL VAULY5,CHIFIEY5.VM16WS EAVES AND P.G.CELLAR ACCESS I -I�' I' J E P rim board b °O EX.GEN. STAIRS MPAVER LANDING. _ Lr1J-:,, _ -1 ` - In 2'min, dockjoist rF7 KESRECIEVE'STORM6VARD'IFnAK BARRIER `± DETAILS ON PAGE S-X T^ _ '�T I I i _ IHSV in. - - I n IPE WOOD DECK.SEE .0 _ b'nlat POOL.MULY.0 OPU I DETAIL � iii i',p ori iii in'�i�. ii ii,-- a" „- - 1/Y tliameterlag 6 BLUESTONE � - -- �� ��� �� 2x fbor'oisl2'min. semenOr O p�_O° A/MANUFA COORDINATE 1LOPPING,'f-fP. BLVESTONE --_________ _ _-- _ _ -_ ___ L.485- woodW/MANIFACTIIRE'S SPECS CWT through-bulbwiNCOPPING,TTP. -- orMPCWT WaStgrs101st hangerting 4 _ _ - foundation wall 2X ledger board,must be greater 'IPEHOOD'IX6'DECIKING- - - - Aanorstan rolhedepN of me dep deckl of the bad joistlerthanthe GRADE TO COPE.SEE ! 3 m - -- ----- -- ---- - - - ------------- - ----- ---- --- --- -- --- --- - ----- ---- -------- __ SCALE 114"-l-' LEDGER BOARD DETAIL - 5Installation: d ToVYO lnatan Simpson Strong TIe � v a• ° gar es Mfe- drover.soy o R3II.T eHandralis. BENCH _ 5 speed high to 0.at drilh a low ° rpd:�dlnub wMhoidcen ° Has lnnmdb wlanogW - -- ---- -- —-- - - Handrails shall be provlded on not lees than oro ---- I" I° gsa A standard cut washer ° ° aMruhma side aP each conklrvow rvn of treads or flight (provlded)must ba Mstallad o - Irots�A°athaltn with Four or more risers. __ bolwaen the nut antl the �r ) 'P R312.I.IMore rer{ulrad. ---- Bat holes shall be a minimum U / 7 C ----- ---- --- ----- 16'X46'POOL Guards shall be located along open-slded Bj-to a m..h m�'larger - - --_ --_---__---_--------- walking surfaces,Including stairs,ramps aId ° ---- ------- landings,that are located more than 30 Inches BPA -- --- than the bolt diameter. •�* �?�. -- -- ------------------ (T62 mm)measured Vertically Le the Floor or ---- '`✓ ff _- -__ grade below at any point within 36 Inches(914 ---- floor old - - Dad. OTf2 I-)horizontally to the edge aP the open side. DTT2Z (BOfl old pick xu ---- ---- -- - - -- - ---- -- --- - TANNING LEDGE Q Insect x.ening shall rat be considered as a ------- 2lpbdmla) guard. NOTE STAIR!RAILING.(MAX.RISER HGT 8-1/4"6 MIN. __ Model N0. CL �ChOF Fasteners DTT721neuilid Laleml Connector fora TREAD DEPTH SHALL BE-19 MIN.HEAD ROOM Dia. Deck-tre=Lateml Lpad Connection HANDRAIL ON AT LEAST ONE SIDE OF D DTT2Z 13116 1!2' &SDS'/.°x1'/:' Fpidladm'iminslrucb(s so led.Zhuail lle --- ------------ --- --- - -- - - -- -- STAIRWAY.HANDRAIL HEIGHT NOT TO BE LESS U --- - T-DECKLAROAO eveleWe iiI trm 'e.com). THAN 34°a NOT MORE THAN 3b"ABOVE STAIR _ __ 1.0Repl Replace eo,= I Is available In stainless-der, tu -- - - -- - --- - - -- -- -- TREAD Ni HANDRAIL SHALL HAVE A W --- -- Ro1.r Z In model number with 56 when or V 1.7. m 2. Refer to T-6RDRLPST oM T-DEGKLATLOAD Por PERIMETER DIMENSION OF AT LEAST 4"a NOT ----- addRlonal In.-tlon. ``1 GREATER THAN 6-1/4"W/A MAX CROSS _____ 4 DECK TENSION TIE V SECTION OF 2-1/4'. _ B-B SCALE:N.T.S. D20 DTT2Z Deck Tension Ie y TO.6RADE TO CODE. - -' DETAIL-X/S5- - ----_ EL.+B5--- O Ni&AZE50.SEE 115-4 W GH SITE LING W LU -- _— - _ DETAILS FOR MORE INFO. SPINDLE51a 4'MAX. B1ETl^lEEN FLL 855 .0 N ! -____ _ ___ ______ _ _-_ _ __ _-___ -__ ____ N iD.IBtbA7Bp .^ EL.tI.O BLUESTONE COPPING,TYP. V' Z •4-O"rLw.T. 46'-O" 4'-6° - 7 IPE WOOD STEPS ` T - PE WOOD 1X0 TRIM O NEW DECK TO Q BOARD,TYP. CODE DECK PLAN 6 - LATTICE TO MATCH EXISTING ONE.TYP. (6R-T",5T-1Y') Q l'-O" cry TD.EXDFLl: 1 ^'- PT WOOD 5/4°x6°DECKING,TYP. Ia VL 0 � O IPE WOOD STEP5 TO GRADE TO LODE(3R-6°,5T-I2°) Q 1 TIE NEW FNP.WALL INTO EXISTING 0 DECK TENSION TIE BY W/s5 BARS 12"LONG DRILLED c dl 51MP50N'DTT2"NP.OF 3. I GROUTED W/HIGH EPDXY RESIN.o EX DECK ABOVE(V.IFI TD.IBY DFIM. SEE DETAIL 12'O.0 VERT.(TYP) ' U 0 V t a 6D6O6BL- I O - EX AVEUGE GRADE to EXISTING HOUSE ` P�OLDFr C^-7'-� I,-� /r D(12!EWER BOARD ' Q VI FOUNDATION WALL t _______ 5 ELEVATION COMPOSITE "x6"DECKING FOOTING TO REMAIN N.I.FJ P/T 2x10 LEDGER BOARD -vI v _g PR 2%10 LEDGER BOARD SECURED TO 4 8- SECURED TO HOUSE W/I/2°CIA. - ll 7-_ a '--I I'' I------- .r 1/4'=I'-0' HOUSE W/1/2°DIA.z 6'LON66ALV.LA6 PERGOLA COLUMNS TO BE P05Tm TO NEW a 6"LO.0 STAG6ERED5TYP WS r' f- 7x0 P.T.D1 a 2'OL.(TYP) - :- SCREWS o 16'O.G.STA66ERED(TYPJ ` 14"DIA.P.G.PIER FOOTING BELOW,TYP. �`rLu,�1TJ I------ 5-4 FOR MORE INFORMATION - H25Z®EA JOIST(TYP) &ALV.JOIST HANGERS 0 1 SEE DETAIL 9/A - P!f(2�2X10_ EA.JOIST(R5 (n - —'— ---- H2SZ a EA JOIST(TYP) EXIST. 51MPSON STRON&-TIE COMMON 4-IN Mill 2 HOUSE EDGE OF DEC.ABOVE,TYP. X 4-IN ZMAX WOOD TO CONCRETE P/T(2)2X10 (LAST IN PLACE)BASE - - �-O" SIMPSON STRONG-TIE COMMON 4-IN X 4-IN MODEL aPB44Z ON 12°DIA PG.PIER 4°THICK P.L.511'.8 W/PAVIR LANDING .0 ._6,. FOOTING MIN 3'-O"BELOW GRADE 1 p/C CONCRETE FLOOR DRAIN TO ORYWELL I ZMAX WOOD A _ AL TO BEAR ON VIRGIN SOIL.(TYPJ ! CELLAR ENTRY STAIRS EXISTIN6 DOOR TO BE REMOVED AND j CONCRETE(LAST IN PLACE)BASE L-' (BR=TAS",bT=12") V REPLACES WAOOORS BY'ANDERSEN° I aPB44Z ON 12" O �_ t i�I o (DO SERIES)MIN.DP30 RATING(TYP)U 1 O DIADP.G.PIER FOOTING SIMPSON STRONG-TIE I -'H G L PO_ ry VALUE=,30 SF0144HGe.51 ! COMMON 4-IN X 4-IN ZMAX MON ----- ------ —_ _____ - --------- l' 4 LED E FOR LEDGER TO o B'PICOURED CONCRETETWALLIOKEYm TO m V&RAIDE TO IRGIN SOBBEAR ON '/'DOD TO CONCRETE(LAST IN - MIN 3'-O PLACE)BASE _ P�2J 2Xr PlrT2T2XJ-O t_;/ P/T(TZXIO P/T(2)2X10 -�'`T72T2X10 51T ON(TYPJ SEE I/5-5 IL'(T'PJ 1 III II EXISTING FOUNDATION WALL R O f o 6'x8"DEEP POURED CONCRETE MODEL sp3g4Z ON 12'DIA �i9* I I-ll -J- O PERGOLA PC. PERGOLA F.C. F y POOL DRAWIN65 u o FOOTING REINFORCED W/(3)a3 REBAR5 P.G.PER FOOTING MIN.B'-O" -i I- - _ -- PIER TYR PIER,I P. - _ d•'�' f . CONT.IN FTG.(TO BE MIN.V-O'BELOW BELOW GRADE TO BEAR ON P.C.POOL HALL.TYP. GRADE) I 4'THICK P.G.SLAB® VIR61N SOIL.(TYPJ SEE POOL DRAWIN&S ON dor P/T 2 2%TO %--------�------------- I- •, P O - OA—_-- A0—_ _—_ FIT—_2X10 _G R-OA _—_ - P/T-2X D R-O --P/f(2)2X10 BOTTOM OF STAIR PAGES-6 •9 036278 P _ ____ __ -- STRINGER,TYP. N I BM2 __ ,.e-_^ _ ^l.=e•:^`.. __ - - _ ___ _ ::'w'"„'_'__ I 6 SECTION I D '•-•:;'< ..^..: £n,_r.-.,+r..:-;. �:;.�^,/»`-"�,'%::`:tom:--,�H 5-5 I/4°=I'-O° P!r 2X10 LEDGER BOARD SECURED TO < ` P/G POOL WALL W/1/2°DIA.X b'LONG - SIMPSON STRONG-TIE TITEN HD Michael 5vdano,Arehlteet P.G. `0 R CONCRETE ANCHORS 6 I6”O.G. 1 - 90 Soni.Ave, _ - STAGGERED(TYP).SEE DETAIL 9/AI S15'Nkre a Irmdraills loubdprone slk rod 27' -A� Center Moriches,NY IN54 I BH12 _x = t here knd a0s pop wWcdmbothease. f1 63U�40560 PR(2)2X10/'� P/T(2)2X10 /�'�•� P/T(2)2X10 - SIMPSON STRON6-TIE COMMON 4-IN X 4-IN - 5 I /(/I I BUTTAFU000 RESIDENCE ZMAX HOOP TO HWraIM1GBht•Sf•-BB'lrwn tk PLACE)BASE MODEL CONCRETE(LAST - - I NOTE: top t ppr thd, /j�I I I I 1165 KIMBERLY DR., - _ F844Z ON 16'DIA - j OYMER RESPONSIBLE FOR ORDERING of the rosin fotle to l) I I SOUTHOLD, NY P.C.PIER FOOTING MIN.3'-O°BELOW GRADE I I I SOIL TEST TO GHEGK FOR BEARING _ TO BEAR ON VIRGIN SOIL.(TYP.a&) _ GAPAGIN OF SOIL AND WATER TABLE OptNnpe eNBnpt rCov 1 1I 1 F yr 6'-10" 6'-O" 'I' ' -Y•' •`..- 1 _ , O ec 70, Block 13, Lot 20.7 7 - - LEVEL. paepalle oto epkre I II. 2XIO i I c iv 4 bch a nor" 1 I I I I - CONTRACTOR TO RE-GRADE EXISTING PLEASE NOTE: POOL LOVER VAULT,COORDINATE 4-te, I W MANUFACTURE SPECS _ EARTH,PITCH AWAY FROM THE HOUSE. / I I IRbcr�t 1 BN72 - I MAINTAIN MIN.6"CLEAR FROM BOTTOM AB troupe muse kegml I I I I I Infomnatia For tadzcape zne pIa SIMPSON STRONG-TIE COMMON r; I I Type dW I ser„nme, ) and OF NEW SIDING TO GRADE. T lhtdrsls h Lhad eaiWLCe les! as eothered by surrey (AX Lad 4-IN%41N ZMAX WOOD TO 1 ehalf6V6'hhpth or9' ort dvtcd OS-14-m �:✓ - NCRETE(LAST H PLACE)BASE CONTRACTOR TO VERIFY EX15TINO FIRS t(enyaib dth s I I I orchlteciural I Ihthe rber is 1 Pea (TBo, lent dated 1 FLOOR WINDOW HEADER SIZES.MIN.SIZE � I I 0-00-00)to be used for 11--t- 00 MODEL aPB-44Z ON 12"DIA P.G. I I drNlarerofe seetbn purpesez aly ad os such ­ PIER FOOTING MIN.3'-0'BELOW TO 8E(2)2zb UN O. t/��/��.'\ll 4V4'MtMum mforna[ia presented is the 1 `1 &RADE TO BEAR ON VIRGIN SOIL. I I \ / dlamotet•2' NpshOs rcgNred PoTKDM I I 11 mtellecWol property of adezlRnproupllc 1 o ITYPJ 1 NOTE: \J kaa thsn Ir In th ! StrYI Ber a Maanmml mortar I ad not t be uscd witbut written EMG.WALLS TO BE REMOVED oat V4'MWmmm I o p EXT6.WALLS TO REMAIN � NOT FOR CONSTRUCTION PERGOLA P.G. PERGOLA P.G. NarclrcdarHtlMnll I Open Milharcpennieteo PIER TYP. PIER,TYP. - - - - _ - - - - - - I ACrblit.,d batqupl rpyNed ihte the nbi I - -.5 - NEW CON5TRUGT - - - ION p 9'k B P rani' _ - _ _ _ __ - arblm Min --_______—_ __—_ t le =16'_0" LED- ----'— ---- ee.leen Breads a oc Sca Iii ;.-. _ � :�..�:.:..�.T„ >; •-` _.. .,-.,.s...;Y...::P.,.-.r,.. po i 6U4'Mu Rbcr da n BM2P/T 2X10 GER BOARD PR 2XIO �.JGER BOARD P/T 2X10 LEDGER BOARD Q BEARING WALL uwW 6V4'NkghL -=-- J,� '�;1 - i 1 I l 'o T- perMc the wawea pf o Date 03/1521 Pi:•:;` o o l o o NEW PG FND.WALL (Fprtype 2-xe NYS 9U.2) a-Wh aameur sphere. m 1 PIT(2)2X10 P/T(2)2X10 r T P/7(2)2X10 P/T(2)2X10 P/T(2)2X10 17 a p/7(2)2X10 P/T(2)2X10 1 P?(2)2X10 P/T(2)2x10 I (Conilnuovsl sheakhed wood struetwal parol .,e (2J 2X10 _ -_--- ------ --------�_----_ ------_ _-----_- -_-__--- --_--_SPR --- -- yy �- a FASTENERS cl EDGE 12°FIELD STAIRS DETAIL DECK DRAWIN65 4'-I E'- " T- ° '-o" -1'-0° '-O' '-o" T'-O" '-O" 4_T° 3'-T° B_B I/4'=I'-0° WOOD STAIR E RAILING.TO BE SELECTED BY O M ER 61-(MAX RISER HOT B-I/4't MIN.TREAD DEPTH SHALL BE 91)MIN.HEAD ROOM 6'-B'.HANDRAIL ON AT LEAST ONE SIDE OF 5TAIRWAY,HANDRAIL HGHT NOT TO BE LESS THAN 34•L THICK P.G.SLAB®BOTTOM 4'_ NOT MORE THAN Sr'.ABOVE STAIR TREAD NOSING.HANDRAIL SHALL HAVE A /s - OF STAIR STRINGER. STRINGER TYP.TYP. OF STAIR STRINGETYP. PERIMETER DIMENSION OF AT LEAST 4'a NOT GREATER THAN 6-1/4'W/A MAX 2 DECK FOUNDATION PLAN 6 CRO55 SECTION OF 2-1/4'. 5-5 5-5 1/4•=1•-0" CODE INFORMATION POOL CAPACITY ENTRAPMENT PROTECTION EOR SWIMMING POOL SUCTION OUTLETS L 2020 Residential Code of NEW YORK State(publication data:November 2019) A6106.1 GENERAL.SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR ` 2020 Bvildin Gode of NEW YORK State(ublication date:November 20191 SIZE DEPTH VOLUME(CU.FTJ CAPACITY(GAL) SPA.SINGLE OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM GLEANER SYSTEMS,OR OTHER SUCH MULTIPLE SUCTION a a 2020 Plumbing Code of NEW YORK State publication date:November 201q) OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. `'E S 2020 Mechanical Code of NEW YORK State(publlcatian date:November 2019) POOL 16'-0°x46'-O° 3.8'-l.8' 2,353.6 24,800 e 2020 Fuel Gas Code of NEW YORK State( blication date:November 2019) AGI06.2 SUCTION FITTINGS.ALL POOL AND SPA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT Ez Pu CONFORMS WITH ANSI/ASME AII2.19.8M OR A 12-XI2-DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN a' 2020 Fire rode of NEW YORK State(publication date:November 2019) SYSTEM.EXCEPTION:SURFACE SKIMMERS v 2020 Property Maintenance code of HEW YORK State(publication date:November 201cl) ``•:.; 2020 Existing Building rode of NEW YORK State(publication date:November 20lq ASIO6.3 ATMOSPHERIC,VACUUM RELIEF SYSTEM REQUIRED.ALL POOL AND SPA SINGLE OR MULTIPLE OUTLET 2020 Energy Conservation Construction Code of NEW YORK State(publication dote:November 2019) CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") LOCATED THEREIN BECOME MISSING OR BROKEN.SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE 7✓H ICG AIII.I-2009 Accessible And Useable Buildings And F-Illtles With The NYS PROP05EDly Adopted Accessibility 519n I'- I'- 6° APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOW5: 2"BLUE STONE COPING I- SAFETY VACUUM RELEASE SYSTEM CONFORMING TO A5ME A112.149.IT,OR O - EGK A55EM5LY.5EE 2. AN APPROVED GRAVITY DRAINAGE SYSTEM TABLE R501.2(I) DECK DRAWINGSON 5-5 CLIMATIC AND GEOGRAPHIC,DESIGN CRITERIA 0 A6106.4 DUAL DRAIN SEPARATION.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH (�) A MINIMUM OF TWO(2)SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR VERTICAL WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD O 21-X3 CONTINUOUS® DISTANCE OF THREE(3)FEET SHALL SEPARATE SUCH OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED 50 THAT GROUND SPECIAL LIMIT OF " POOL BEAM WATER 15 DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR y}�� SPEED TOPOGRAPHICAL B01RNE SEISMIC FROST WINTER UNDERLAY- FLOOD MODERATE AIR MEAN U VJ SNOW (PEE EFFECTS WIND DEBRIS DESIGN LIME DESIGNMENT Wq� FREEZING ANNUAL SOOP51 CONCRETE PUMPS.AGIO6S POOL GLEANER FILTERS.WHERE PROVIDED,VACUUM OR PRESSURE GLEANER FITTING(5)SHALL BE LOAD REGION REGION GATEGOR N�A7HERING DEPTH TERMITE -Mp REQUIRED HAZARDS ACTION INDEX TEMP _ " LOCATED IN AN ACCESSIBLE POSITION(5)AT LEAST SIX(6)INCHES AND NOT GREATER THAN TWELVE(12)INCHED BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S). ^^`` MODERATE W 20 P0140 NO NO NO B SEVERE 3 FEET TO HEAVY II IS NA NA 618 52.1 DORM BY"STEELTEX",EG. °MA50NITE"OR PLYWOOD FENCE NOTES: - ®9°O.G.EACH POOL FENCING SHALL COMPLY WITH SEG AS 105 OF THE NYS RESIDENTIAL BLDG.CODE. 3 ALL POOLS SHALL BE COMPLETELY ENCLOSED BY A FENCE AND ALL FENCE OPENINGS OR POINTS OF ENTRY -_ 5 0 -DLI -III-J ISI _ 3SOOP51 CONCRETE INTO THE POOL AREA ENCL05URE SHALL BE EQUIPPED WITH GATES. e I� •1L- POOL GATES SHALL SWING OUT AWAY FROM POOL.ALL GATES SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES PLACED AT THE TOP OF THE GATES AND ALL GATES SHALL BE LOCKED WHENEVER e -b• I-III-��I - L� OMPAGT SUBGRADE 6 PROVIDE THE POOL IS UNATTENDED.POOL FENCE TO BE A 4'-0°HIGH g ',2-2` ' -O° GP'O„ 9'-O" _-=I II=I� = I- =III- FORMWORK FOR �I I�]'I_ CONCRETE WALL GENERAL NOTES: 50'-O" O^ 6'-0" , 11 1 -�T�I-1I-I-I I1= FOUR I. THE DESIGN 15 BASED ON DRAINAGE SOIL WITH LE55 THAN 10%SILT.GROUND WATER SHALL NOT EXIST WITHIN THE --- .-,' — LIMITS OF EXCAVATION IF GROUND WATER EXISTS WITHIN 6'-0°BELOW GRADE SPECIAL DEWATERING FACILITIES WILL _—II I I �I I I Ir=rr1-I BE REQUIRED. O Ii +i L_______ ________________ _ ____-_______ - - 2. NO SURCHARGE ALLOWED WITHIN 4'-O`OF SHALLOW END AND 6'_O„of DEEP BUD. ^l -'-- -' - - ---_-- _ -- ------ _ — �i I i I` f I = F�I 3. THE PNEUMATICALLY APPLIED CONCRETE(6UNITE)SHALL BE A 1.4 MIX WITH A MAXIMUM OF 55 GALLONS OF WATER PER ,... _.,r.,:-,_,...-,. =sr.' ,.°.w..,...-+-:t^�-_ ....w.._,... _......-. ,�-.�,._;}.,v_,.>F••rr^-n.,-T...;...,.,4`^..-,+vii.::.'-2� xL:-1:�;:?.:,;-•.-,f_3c:y'.::\;9-a<..,:.,....JI -ITI SACK IN CONCRETE. i r j ti.R 0. 0- U- BENCH EI I ICI CI I I 4. THE REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH THE MINIMUM LAP OF 30 BAR DIAMETER. iL IQ LU w .I fl—IIF iT(=I -I =1Irl I=1I�F= III- 5. POOL WATER SUPPLIED SU OWNERS GARDEN HOSE OR FILL SPOUT AS REQUIRED TO KEEP DURING FREEZING WEATHER. N ,tel FILL CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN E HRS. 6. FILL SPOUT TO BE I"GOOSENECK WITH A 12"AIR GAP BETWEEN SPOUT AND POOL WATER LINE. I t=^ f1 PROP. L I O {tI` SPA Ift'l H I{ NOTE, EA H RFSI FNTIAI SWIMMINr P00L IN5TA1 LFD GONSTRIIGTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14 2006 I. WALL SHALL BEAR ON UNDISTURBED SOIL. AND FA u MMERGAL SWIMMING POOL INSTALLED GONSTRUGTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14 •.`, 2.ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. -` p c, f_I 2006 SHALL 13F EQUIPPED WITH AN APPROVED POOL ALARM WHICH V w rs 16'X46' 2 sil l O ty l'.• x; - p 4. A. 15 CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AND AUDIBLE ALARM WHEN IT DETECT5 A CHILD PROPOSED POOL POOL WALL DETAIL ' Ctl I z - ENTERING THE WATER o SCALE: 3/4"=I'-0" B. 15 AUDIBLE FOOL51DE AND AT ANOTHER LOCATION AT THE PREMI5E5 WHERE THE SWIMMING POOL 15 LOCATED J it Q - at G. 15 INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS DUAL MAIN DRAINS 'U i NOTES: D. 15 CLASSIFIED BY UNDERWRITERS LABORATORIES,INC.(OR OTHER APPROVED INDEPENDENT TESTING LABORATORIES)TO W/STRAINER(V615 SAFETY c I THIS 15 TO CERTIFY THAT THE CONSTRUCTION OF A SWIMMING POOL REFERENCE STANDARD A5TM P2208,ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS,A5 ADOPTED IN 2002 ACT APPROVED DRAINS) �"•I I ON THE SUBJECT SITE WILL AND REQUIRE SPECIAL DRAINAGE. AND EDITORIALLY CORRECTED IN JUNE 2005,FUSLISHEO 13Y ASTM INTERNATIONAL 100 BARR HARBOR DRIVE,WEST \/ r..� CONSHOHOCKEN,PA.19428;AND I'' o THE POOL WILL BE FILLED BY A DIRECT I"FILL SPOUT PIPED FROM E. IS NOT AN ALARM DEVISE LOCATED ON PERSON(S)OR WHICH IS DEPENDENT ON DEVICE(5)LOCATED ON PERSON(5) n/ — IL THE HOUSE WITH CONTROL BY A GATE VALVE AT THE HOUSE.THERE IS FOR ITS PROPER OPERATION _ems ^ �- -i-- A STAINLESS GOOSENECK ABOVE THE COPING WITH A 12°AIR GAP F. MULTIPLE POOL ALARMS.A POOL ALARM INSTALLED PURSUANT TO CODE MUST BE CAPABLE OF DETECTING ENTRY INTO 'L u „ [c ID j i BETWEEN THE FILL SPOUT AND THE POOL. THE POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING THE POOL WILL BE CONSTRUCTED PNEUMATICALLY APPLIED STEEL PO RE THAN ONE POOL ALARM SHALL BE INSTALLED � POOL,MORE i ,.. ., z_::.-._-. ,e:�-_�_.�..::..:.--.:e ,..mac ::;;:...--- .------------------ --------.- -,--. - . -_` - � -_ .:`.;r:.�'�';�I R OVERFLOWING OR EMPTYING FROM THE POOL SHALL BE DISPOSED OF ON THE OWNERS LAND.e" r_ _ _ __ _ c._J._ ._1 - - - -_�J REINFORCED SOUS P5 CONCRETE AND THE POOL WATER IS DESIGNED "ALL WATER EITHE VERFLOW __` rte..- _ -"`--=-=__s__�._�___�- `..:. _ `��:`:w—ter'::�:-�Y -- - _ _ ------------------------- _ _-' _ RE R CONTINUOUSLY ROUTED THROUGH THE FILTER AND 3 T• REPROPOSEDED FROM YEAR TO YEAR.THE DRAINAGE FROM THE "ALL LIGHTS USED TO ILLUMINATE THE SWIMMING POOL OR POOL AREA SHALL BE SHIELDED 50 AS TO PREVENT THE SHINING O O FILTER WILL NOT INTERFERE WITH THE PUBLIC WATER SUPPLY.THE UPON THE PROPERTY OF ANY ADJACENT PROPERTY OWNER."-C r(M� EXISTING SANITARY FACILITIES,NEIGHBORING PROPERTIES OR PUBLIC HIGHWAYS. "NO LOUDSPEAKER DEVICE OR EQUIPMENT OF ANY KIND SHALL BE INSTALLED OR USED v OR POOL AREA UNLESS THE SAME SHALL BE MUTED 50 AS TO FREVENT ANY N OM EEj HU BE 0 ALL GON5TRUCTION SHALL BE IN ACCORDANCE WITH REQUIREMENTS PROPERTY LINES OF THE OWNER'S LAND.'-0 D `iv", ,n OFTHE NEW YORK STATE BUILDING CODE,LATEST EDITION. V I TO BE CONFIRM WITH POOL THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSION AND "PROVIDE 5UCTION FITTIN65 A5 PER AG 106.2°A 0 COVER MANUFACTURE CONDITIONS IN THE FIELD BEFORE COMMENCING WORK.THE t CONTRACTOR SHALL PROVIDE THE NECESSARY COORDINATION "PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM A5 PER AS 106.3"A 0 FOOL p �y BETWEEN ALL TRADES WITH REGARDS TO THE DRAWINGS. 'PROVIDE J I OOL FLAN 'PROVIDE DUAL DRAIN SEPARATION A5 PER AS 106.4"-® SEP - 2 2022 '`(� S-6 SCALE: 1/4"=I'-O" CINE: "POOL GLEANER FITTINGS TO COMPLY WITH AG 1065° ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH 2020 �- t RESIDENTIAL CODE OF NEW YORK STATE(PUBLICATION DATE:NOVEMBER 2019) SEE DETAIL 5/5-6 r POOL COVER VAULT COMPOSITE DECK FLOOR ° O TANNING LEDGE 12"WIDE POOL BLUESTONE BORDER _ Southold Town Board of Trustees I ------ -- - POOL DECK ASSEMBLE. AS MANE. ED A SEE DECK DRAWINGS (5-5)FOR MORE INFO. /T 18"WIDE SPA BENCH,TYP. 16'X38' { •' I- /� dna PROPOSED gyp_, 0 sTEPs, I------------1 _ - _ i POOL -i1�I111=11C-11� ��11�11�_ I 6-oXe-o �a t -4 CONT.NOSING BAR AT �� - _ _ SPA I '0 f9 OggpTO P STEP EDGE,TYP.OF 3 -' L ELI'—, �I x=71 .�--- - ' . WALL/FLOOR AS DETAILED -111 / 2"COMPACTED SAND - = �I I-1 _ _ _ _ _ 1` - _ A ^ 12"BLUESTONE COPING,TYP. — =) 11= -III—III—III=III—I I'll 1 - SEE DETAIL 4/5-5 I—I - _ =I I—III—III—I I— Michael 5vdano,PrehlteeC P.G. 90 Se, Ave, conte-I�T 1�! =1 -_ I—1 III—I li III—'I I (63U BT4-a56Bg 11934 DUAL MAIN DRAINS _ I-q 1—;I — ,11-111-1 1-1 1=1 I I—I I E I _- — --_ —I — BENCH BUT65 KIMCO RESIDENCE - —III —1111-I 1i — 1165 KIMBERLY DR., S-6 SCALE: I/4'-I'-O° t+3®9'O.G.EACH WAY � I--' SOUTHOLD, NY 2 POOL SECTION - _ —III—i — -1 I _ —I -1 i l l i—III I-1 111-1 I I— I}"TO WASTE PUMP WITH TIMER I_I 111 o I I 1-I I I 1 III— —IIS -1 FILTER _ III— — —'_III- SPA WATER LEVEL ec 70, Block 13, Lot 20.7 SWITCH 3,500PSI CONCRETE J-- I—_ _I —III_ __ 12"BLUESTONE COPING,TYP. HAIR AND UNT STRAINER COMPACT SUBGRADE 6 ~I —1 I—I I—I —' — 1-111— I— I— PROVIDE FORMWORK FOR —I —I—I I'— _I I'-6" 5'-O" I'-6° PLEASE NOTE: CHLORINE III=I I— 1-111—I—III I!I—VII _ (2)-a3 CONTINUOUS CONCRETE WALL POUR "I—.I!=111= 111.111-1 I-111-111_111=1I Inf q�'h�rled byI it.I.Pmd GENERATOR POOL BEAM (OPTIONAL _ was svrvc �p Survey'v:0, last doted 1K-14-19) ad AUTO SKIMMER POOL -N - 3SOOP51 CONCRETE orchrtectvral plms (TBD, last dmcd s VA JLTWALL DETAILEACH 0-00-00)to -d,or ill.—tive hl hl 1I purpose, only and as such 5-6 SCALE: "=1'-O" _ - (TYP.®0'WALLS) Y formation prt,pied is the ,ntellectual property f,pdesl�groupllc and not to be —.,t—t written III COMPACT SUBGRADE 6 ELECTRIC POOL HEATER. POOL -, I—I 1 I—,I—I 11—), _ PROVIDE FORMWORK NOT FOR CONSTRUCTION PROVIDE — II FOR CONCRETE WALL BACK TO THERMAL POOL COVER POOL j— POUR Date 03/5/21 i III Revisions 2 MAIN DRAINS 1 III' POOL DRAWINGS s POOL PIPING SCHEMATIC, AND WATER TREATMENT DETAIL 6 SPA DETAILS 5-6 SCALE: N.T.S. SCALE: 5-6 LCJ r LOT COVERAGE NYSDEC LOT COVERAGE MAP OF UPLAND AREA = 41,893 sq.ft. PER DEC PERMIT#1-4738-04304/0001 LOT / EXISTING UPLAND AREA = 45,000 SOFT. HOUSE, PORCH & DECK = 4944 sq.ft E=TING: 'PARADISE BY THE BAY' 4944/41,893 = 11.9X HOUSE, DECK, STOOP W/STEPS = 5,763 SQ.FT. FILED NOV. 4, 1976 FILE NO 6463 E NECK ROADPERWOUS DRIVEWAY = 6.2 8 SQ FT a t SO UTHOLD PIN lnftrda TOWN OF SOUTHOL]�12,075/45,000 = 26.8.`G LSUFFOLK COUNTY, N. Y.1000-701320.7 SCALE.• 1'=40' uthoSEPT. 15, 1987 JUNE 11., 1993 (FINAL) OCT. 4, 1993 (DECK) LOT © APRIL 7, 2017 O APRIL 24, 2017 (PROP. POOL) s 345.8gf MAY 25, 2017 REVISIONS 'O wry 20 s JUNE 6, 2017 f REVISIONS �. Poo►- tax sw �''"'"�'"`F s OCTOBER 25, 2017 (REVISIONS) NS4'22'2� E woos ww- a.,os 7 7.6 SEPTEMBER 19, 2018 (DEC LOT COVERAGE) stoNE ne Lw �� '(f l. MAY 7, 2019 (DEC LOT COVERAGE) colUm ELI 1, tee s� N PUY"�" _ FEBRUARY 28, 2022 3.31. ,,Voteee.ca1- E1,1.2 AY Qo to \ a1o.e � ��Rp,VE�- oR1vEW tee stRtP �' 075.8 �1 oR��Y PaV1O� w . cisle t e= ,-h�► a� Lit W Fx o'°b cam'" tF . serrw Fct FuLON l 22.5' ou5F- lo,k ZONE GAE TEST HOLE DATA cam ��- 10109115 9) CH� w � a R _ cower o� � �\� �• v1(�� ppStING 4 WD. t7EGK o EL12.0 E-73, ' MIXED SAND AND LOAM BROWN S/L7Y SAND SII '6y DoT O - 21. • 21.6' � EJ-3.83.8 �� o 'O N PALE BROWN FINE 70 Mm/UM SAND SP � � �' eD 51R � Q� W 5. o' �G'+ EL7.0 'a+ is EL a4' 6.9' OW vygY N' 8, RNE TO MEDIUM SAND SP FJ/w gQ' T�7. 90TL WATER /N PALE BROWN RNE SAND SP \ w / rg w� EL7.a p�2.o ® = WELL �► �'�, ,cry ��, • iso. LSQ 7r s` V. 122' _ ago- w./ � R4 � N07E WA M?ENCOUNTERED 6.9'BELOW SURFACE O = WA TER VALVE ^ ^h �P 1-� °E�"W w• FE Fe. IM 14ME a.6 5 354.32 Q ywig ols. 015. a,7.S YO = TEST HOLE �h �°' ,\ r '�' d�W tsv 5TONe tts. wnm, W �OpyMETtp • = REBAR ��� 24w. Sb4'2220 box ti� ■ = MONUMENT LOT 'v t FLOOD ZONE FROM FIRM 36103CO166HQ� Map Effective Date: September 25, 2009 rNNSED�� , ELEVATIONS ARE REFERENCED TO NA VD 88 N.Y.S. UC. NO. 49618 .Y.S UC. NO. 051132-01 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72O9OF THE AREA = 53,317 SO. FT PECON/C SURVEYORS, P.C. NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID (631) 765-5020 FAX (631) 765-1797 MAP-OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE OT 2295 ACRES TO TIE LINE P.O. BOX 909 APPEARS HEREON. 1230 TRAVELER STREET pry ry SOUTHOLD, N.Y. 11971 U / — /28