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Home My WebLink AboutTR-10241 Glenn Goldsmith,President *®f SO Town Hall Annex ®� ®� 54375 Route 25 A. Nicholas Krupski,Vice President h ® P.O. Box 1179 Eric Sepenoski lS Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®lyCOWN N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2257 C Date: June 11, 2025 THIS CERTIFIES that the construction of a 16'x46' gunite swimming pool with an 8'x8' hot tub inside; construction of a f2 000sq ft pool deck in composite around pool,• installation of an automatic cover for pool,• installation of pool equipment area with gas heater• construction of a 22.2'x26.10' roofed over pavilion over a bluestone patio; and installation of 4' high pool enclosure fencing with locking gates; establishment of 20'non-turf buffer landward of the bulkhead, At 1165 Kimberly Lane, Southold Suffolk County Tax Map#1000-70-13-20.7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 2, 2022 pursuant to which Trustees Wetland Permit#10241 Dated October 19,2022,was issued and Amended June 12, 2024 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for.which this certificate is being issued is for the construction of a 16'x46' gtunite swimming pool with an 8'x8' hot tub inside; construction of a f2 000sq ft.pool deck in composite around pool; installation of an automatic cover for pool; installation of pool equipment area with gas heater; construction of a 22 2'x26 10' roofed over pavilion over a bluestonepatio• and installation of 4' high pool enclosure fencing with lockingates-, establishment of 20'non-turf buffer landward of the bulkhead. The certificate is issued to SHAMGAR CAPITAL LLC, c/o DANIEL BUTTAFUOCO owners of the aforesaid property. xx Authorized Signature f Glenn Goldsmith,President ®F S®(/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly � � Telephone(631) 765-1892 Elizabeth Peeples a® Fax(631) 765-6641 I'OUNTi,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: O Z INSPE ED BY: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction % constructed Project complete, compliance inspection OM �TS: CERTIFICATE OF COMPLIANCE: S ve' a _ IIIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS' OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 04/25/2025 Number of Pages: 15 At: 11.34:49 AM Receipt Number 25-0055011 LIBER: D00013292 PAGE: 465 District: Section: Block: Lot: 1000 070.00 13.00 020.007 EXAMINED AND CHARGED AS FOLLOWS Re'c6iYed the F611ow nq Fees -For -Above-- 3ristrume=iz Exempt Exempt Page/Filing $75.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15. 00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $315.00 THIS PAGE IS A PART OF THE INSTRUMENT_ THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County 2 Number of pages I RECORDED 2025 Apr 25 11:34:49 AM VINCENT PULEO CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013292 Social Security Numbers P 465 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee `7 5 Mortgage Amt. 1. Basic Tax _ Handling 20. 00 2. Additional Tax — TP-584 Sub Total — Notation SpecJAssit. or EA-52 17(County) Sub Total 5 Spec./Add. — EA-5217(State) TOT.MTG.TAX R.P.T.S.A. O Dual Town Dual County— Held for Appointment Comm.of Ed. 5• 00 Transfer Tax — Mansion Tax Affidavit — Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge- 15. 00 Sub Total 2 Zy family dwelling only.Other 3 /5 YES or NO ' Grand Total h If NO,see appropriate tax clause on 1/ page# of this instrument. 5572387 1000 07000 1300 020007 4 Dist. 5 Community Preservation Fund Real ServiceProperty [RP NtR A III'I'll'I'lll'II'I' Consideration Amount$ Tax Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD TD TD Mail to:Vincent Puleo,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Name • www.suffolkcountyny.gov/clerk Title# _ 81 Suffolk.Count Recording & Endorsement Page This page forms part of the attached ��7/04 made by: (SPECIFY TYPE OF INSTRUMENT) �j'f/i9�q Q (�gPii�L �GC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of �O iT'go S In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104-IO kk (over) IMPORTANT NOTICE If thedocument you've just recorded is your SATISFACTION OF MORTGAGE,please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future provertv tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 318t. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver-of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, U Vincent Puleo Suffolk County Clerk 12-0104..12122Wk DECLARATION OF COVENANTS THIS DECLARATION made this 171'day of April,2025 by Shamgar Capital,LLC,with offices located at 144 Woodbury Road, Woodbury NY 11797 hereinafter referred to as "DECLARANT(S)": WITNESSETH: WHEREAS,DECLARANT(S)is/are the owner(s)of certain real property located on 1165 Kimberly Lane Southold, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 070.00, Block 13.00, Lot 020.007 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS,the DECLARANT(S)therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit(Exhibit A)to undertake such regulated activities,the Trustees required to establish and perpetually maintain a 20'non-turf buffer landward of the bulkhead; WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. r 1 r a NOW,THEREFORE,the DECLARANT(S) do/does hereby covenant and agree as follows: Upon the substantial completion of the aforementioned permitted activities there shall be established 20' non-turf buffer landward of the bulkhead as defined by Chapter 275 of the Town Code, as detailed on permit #10241and as depicted on the survey prepared by Michael Scott Sudano Architect, PC, received on November 18, 2022 and stamped approved on November 18, 2022. (Exhibit B) 1) These covenants shall run with the land and shall be binding on the DECLARANT(S), his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF,the owner(s) has/have duly executed this instrument this 1__1_ day of I I . 2025. Sham ar apital LLC By: �-1 Daniel Buttafuoco, member STATE OF NEW YORK ) COUNTY OF Msgak,,, ) On the 1 *�h day of f! in the year 2025, before me the appeared Daniel Buttafuoco , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is/are subscribed to the within instrument and acknowledge to me that they executed the same in his/her/their capacity, and that by their signature(s)on the instrument,the individual or the persons on behalf of which the individual(s) Z , executed the instrument o , Notary Public DANIELLE POLLERA 2 NOTARY PUBLIC,STATE OF NEW YORK Registration No.01P06106440 0ualified in Suffolk County commission Expires March 1,2047 SCHEDULE`A' ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being in the Town of Southold, County of Suffolk and State of New York, being more fully described as Lot 7 on certain map entitled,"Paradise by the Bay"filed in the Office of the Clerk of the County of Suffolk on 11/4/1976 as Map No.6463. <iryrl' ,fly i r R 1 ,•�i, L'4A.�•k' +.—+L• _`r/'-?II=L .J7lei'dA 'tDY,�4'i'iCgS'YfIf9A7L.G2^CtCL'S'E'.517..r ,�'',,"• :hA�NJt1=1N7LdVV:?'r'{•.'Y3'.^ oS! 1:TC7A917."!d.^O..DYP_SLfiJ1L4c3'�'_`Yt , = y s�, Y �i• � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK % PERMIT NO. 10241 DATE: OCTOBER 19,2022 ' 1 ISSUED TO: SHA.MGAR CAPITAL.LLC c/o DANIEL BUTTAFUOCO �t r PROPERTY ADDRESS: 1165 KIMBERLY LANE.SOUTHOLD SCTM#1000-70-13-20-7 ti AUTHORIZATION � Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in F accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19,2022,and in consideration of application fee in the sum of$250.00 paid by Shamgar Capital, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 161x46'gunite swimming pool with an 8'x8' hot tub inside; _ l r construct a EZ 000sq.ft.pdol deck i"n""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 f; j' outdoor kitchen and bar area;and to install 4' high pool enclosure fencing with locking gates; with the condition to establish and perpetually maintain a 20'non-turf buffer landward of the . " bulkhead; and to raise the bulkhead by the iddition of one extra timber section to the top, without the primary structure being modified;and as depicted on the revised site plan prepared by Michael Scott Sudano,Architect P.C.,received on November 18, 2022,and ` stamped approved on November 18,2022. _ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. Ogt1EFBI/( h ktro 4-4 �- - r. t }Y31�LT Z4WT•3^.�;G�f.Afu�'v 4'VEC'.CftLtS�.w�+3,.�dG'dl6JTC^.C'u.'H1 v uJdLr�i.L'o88Es3. "'r.,d3:.2bSN5�GL:atNa�� P 1 raj ° ,_ ,. i -.fir TERMS AND CONDITIONS The Permittee Shamsar Capital LLC c!o Daniel Buttafucco residing at 1165 Kimberly Lane. Southold.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result ofthe work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. S. The Permittee is required to provide evidence that a copy ofthis Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed resttietion to the deed of the subject parcel.Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. a h �tor QMMGF • I cmvo I MAP OF PLxraN r° o.e..•aR LOT 7 ROAD 4D/MM'"&4X 'PARADm BY TXE BAY' PINE NECK A Q�PAW_M„a*R F= NOV 4, IM F"NO. 6M fi 2M1 ra-,A= at SOUTHOLD ""R TOWN OF SOUTHOLD f R SUFFOLK COUNTY, N.Y. 1000-M-13 20.7 r,x .SCAM IWO' t { _APT. 14% 1.98877 "Is LOT© ( 4 ` Dorms i3 lrNA c2iCX J�`� '■wAc AM A, 2017 POOL) MAY= 2017 92ONS 'lx7p� MW B,2017 i MM) N84 1� tA OCTOBER 251 2017(RENRONS) . u� bay �� el '� ` C► taW a�ni s1fL COL 6.n3 �ryQWAY 1 bn° P ; Qo vW11 �y I 11 - — -r; IPA i' L a srL� � °•" > ZONE AS \\ t'" DEC 2 1 1017 ZtmE X d� ` 0 6 FEET1 AL \ LOT 00 &r a w�relu`a°E \"% �s Q b7.0 \ R � rllip 7.0 �O cm .m . I Od x to . ..1 M w ,aa car. ma R au 354.0 t,,. . re Ra►oxo Ix Am w f.10 VED BY. LOT pF i RU,TEES ti�t�tF wYOB� -OF SOU i HOLD ,c11 FLOW ZGW MW Taal W10MMH ie NIA EffmOw 0d Swtw*r 29L 2009 -, - �{IlE FE��RRI/ 4,201T SWAB=ARE RDEWWM 10 AAw M s. tob�e N.Y. G NO-496,8 ANY ALRSMMW OR AMON M DO SLWWr IS A MAIM GM' 4 Rc SEt M rMN DC NEW MW S/A1r EDLd6 UM LAIR E1RVT AS PER SEW=7209-SURDAMM 2 ALL ElRIFWARM NEREW AREA = 53,317 Sa FT (6J1) 5020 FAX(631) 763-1797 ARE VALID fDR RRS YAP AIID LYa�S RaMW MY F SAID MAP P.Q BOX 909 Of GQVM ErAR RJE 'SELL or RE SHNMEW wim or 2295 ACRF9 TO TIE LINE 12M TRAVELER MEt f S&MR4W APP£AW JMMK SOURiOLO, N Y, 11971 87-728 cr AA�'A°R Swis BOAD M4.WaDV- o.� p�tvdW�r i 'N! AO ow rr�+r - " L� IrMWl ABP� Is�a mw at �RAAN a i�iltjf�gp AS APXA � W ro m ME a�atr A�'&v�ww r� s ay A�w� sao�aR ass or EM ACRE t � got � a "m zw mow FM mramar6r Akp grifims son sdptAT&W as am aEORMAWIMEM1198 m MM er ANY ALr6rit= ON AQAf1JAAl1 W DW AROW B A MAMN W SEOM YAWW W NEW RM STAN lW&41XW AM Eft AS ARE YAW FOR 30 MWP AND NOW soso m4p i � 9fi1W1AW AFFOW SLOT 1� moM Poo!DEW a 1!W Oal L I ObA so AM ]ROAD qnnm- ;M M' PAW • 2M d*OL 1 304 OS � ELq� A f1Ar ao" ,AO • 04 GAS via o 3540 �� o�► „ a� �� fps ba.Y Aq?Rj � N 0 4L ib.%* of AM &%X? Sa I or 220 ACRJW 2V IN LBW JfAP OP It *MW 0 4W 4904 Lor 7 •14N OPARARM Ar ?W BAY' a 4N at SO OLD raft TOWN OP SOUMOLD suppoUr CQLWY, - x r low-?'ia-is-w r scum tom4oll N9 la lAw f a` cr. 4 lwmjx;� 11 VY f 134W AFSP ANX a SET PEW a-ast wrem as, 10Q1T(mewsvw R s. 1 ` DIA.° DES 2 2 20 , tow Tow .a• 6 4 .�� AP VED BY, ' ,_ ! pC i Ru TEES k:.'1. .�*OF SQU 1 HOL D iwEAWf*( 14,2419 5ts y sL a 1r". P ) fI11 i Am) 7R rf 9B7 w TO Fir un 1�U M tS A?'-728 - - - -- - --YP -- - - -- - LOT 7 'PARADIW 8Y M JU r v MY. 4 s9M PW xa 04M at SO�► OD TOE OF SOLITHOLD SEW-FOLK ClOt1NT ; At Y. Sri= 1•=40• sir. M in? am low i= 0cr. AM a� aoo #vAM �J my an 2017 � o ti - ' l r•� . .t ' i•� . t♦ ` 'i nFC 2 2 inn to lr MI 1 �VED BY, ��OFNEwr l AU-)TEES . SOU1HOLD Ag2401S �a �r 4W8 JAM (8.'f1� MW FAX (631) 78.�i-1797 P.Q. Bel m 12jo mAts E7? s'Rw b�t/W= AL re11971 $��"�+�� BUTTAFU O G O BUTTAFUOCO 6: ASSOCIATES PLLC June 2, 2025 Dear Trustees of the Town of Southold: Re: 1165 Kimberly Lane As you know the Board of Trustees gave us permission to raise the bulkhead in lieu of a fence around the pool. The idea was that the higher bulkhead would serve as a natural fence/barrier to pool access from the beach side of the property instead of installing an actual physical fence enclosing the pool. Due to the costs involved and the necessary upheaval this would cause to the natural terrain near the shoreline, we made a decision to NOT RAISE THE BULKHEAD but to instead install an actual chain link fence (installed to code) with locks enclosing the pool itself. Very ruly yo rs, DaniefP. Buttafuoco for Shamgar Capital [owner of the property] DANIEL P. BUTTAFUOCO Board Certified in Sworn to me this 2"d day Civil Trial Advocacy f June, 2025 MARK T.FREELEY AA -)/J-/ JAMES S.MCCARTHY Notary Public F SHAWN M.ALFANO DANIELLE POLLERA ELLEN BUCHHOLZ NOTARY PUBLIC,STATE OF NEW YORK —6 2Z Registration No.01P06106440 JASON M.MURPHY Qualified in Suffolk county Commission Ex 'res March 1,20�� rfik rya: KRISTEN N.BUTTAFUOCO Southold Town Board of Trustees 144 Woodbury Road Woodbury,NY 11797 P 516-746.8100 F 516-746.6473 WE HELP ACCIDENT VICTIMS REBUILD THEIR LIVES. 1 � Town Hall Annex Glenn Goldsmith, President ® 54375 Route 25 A. Nicholas Krupski, Vice President �® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples � �® Fax (631) 765-6641 COUNT, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICEOKED OFF 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHE BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 sc day of construction '/z constructed When project complete, call for compliance inspection; t ca VI T' yvt,US C(23w1 (e vi ovi ' '�I r a c c ov-d ' '� -fa r vv� 4-4 102-4 cl�vja e (44A ev- vr, Xe- �x) kva 0 0, L4-) --fix a �- E e.c.-( ,,q o-r -� �evvi,, � ,�' Glenn Goldsmith, President ®� Sa Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski 9 Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®u ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 13, 2024 Vincent Quartararo Q Design Group 19 Lloyd Road Sound Beach, NY 11789 RE: SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUOCO 1165 KIMBERLY LANE, SOUTHOLD SCTM#: 1000-70-13-20.7 Dear Mr. Quartararo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 12, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10241 to construct a 22.2'x26.10' roofed pavilion over a bluestone patio in lieu of the proposed 25.7'xl6' pergola; and as depicted on the site plan prepared by Q Design Group, received on May 3, 2024, and stamped approved on June 12, 2024. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees DRA/iiiIINr7,, INDEX (SLIP SHEETS) CODE INFORMATION PROJECT INFORMATION _J, Minimum Uniformly Distributed Live, LoodsTcible, R501.5 ETA7E P DRAWING NEN YORK arpers 'OUNTT' DRANN6 NAME 2020 Residential code of New York State (plublicatfon date: November 2015) V SUFFOLK COUNTY NUMBER 2020 Building Code of New York State (publication date: November 20101) USE LIVE LOAD DEAD LOAD 7-ONNti 2020 Plumbing 0ocle of New York State (publication date: November 201LI) TOAN OF SOUTHOLD LIF aj V) SITE PLAN Z 5 20:20 Misahanical code of New York State (publication date: November 201LI) Exterior Balconies 40 pef lo psf 17UAT=) IN SOUTHOLD 5-2A PATIO DRAWINGS 2020 Fuel Gas code of New York State (publication date: November 2015) Cz 2020 Fire code of Neviii York State (publication date: November 20101) Peaks 40 psf lo psf oANER BUT7AFUOCO 2020 Property Maintenance Oode of New York State (publication date: November 201cl) ADDRESS 1165 KIME3ERL`r DR., 2020 Existing Building code of New York State (publication date: November 201cl Pa niger Vehicle earages 50 p5f as per plan 0 Co sse 5OUTHOLD, NY` 2020 Energy conservation Construction code of New York State (publication date: November 2014) U H0UD."G0LrF 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings CA514RAE c10.1-20169 ATTICS without 5torage, 10 psf 10 psf NIN6 INFORMATION R-40 0 -1.1-200ct Accessible And Useable Buildings And Facilities With The NY5 Newly Adopted AacessIbillty Sign -70 %h tej31jbs ATTICS with Storage, 10 psf 5EC,71 ON lil Al I 20 psf BLOCK 15 TABLE R501.20) ROOMS other than sleeping rooms 40 psf 10 pef _T LOT .20. 10 psf �Pii", � , ,, , I, VW _�� V �, , 1 57F 50 pef 0 3" - - , "', �,, ; 0 5106ping Rooms ri�, C r, IG7 AlSt A q " I"", ,-,: '- ,"" , r,Ll1I`1iii1A7Ir, AND r_-7EOr_7RAFHIr_, DESIGN r-,R17ERIA 1000 Goose,Creek.UMfi,. 0GGUFANr_,"r CLASS RES. 5IN&LE FAMILY` RE51DENC WIND DESIGN 5UE3,JEr-,T TO DAMAGE FROM Stairs 40 psf 10 psf no'�a'rl ICE SHIELD LOT AREA AREA 55,51-7 SG.FT. OR 2.2c15 ACRES LIMIT OF WIND SPECIAL SEISMIC WINTER UNDE Y_ OP MODERATE RATE A I R MEAN Cviuordrolls and Handrails 200 psf 10 psf A NE GROUND , " , , ;;, TOP06RAPHICAL E30R FLOOD SNOW SPEED (MPH) WIND DESIGN FR05T LINE DESIGN MENT AVE FREEZING ANNUAL 'FEC DEBRIS LOAD Ell T5 REGION CATEGORY WEATHERING TERMITE TEMP REGUIRED HAZARDS INDEX 7EMP ROOFS : DESIGNER: 0 DESIGN GROUP ZONE DEPTH ACTIONPrrir Flat or rise less than 4 inches ox 55 k_j) 16 psf MODERATE TO -ONAC<, NY Ilc`162 per foot (1:5) 5A(5Af 20 psf 140 NO NO NO 5 SEVERE 5 FEET HEAVY` I I "rF-5 NA NA 61a 52.1 DEG. Rise 4 inches per ft. less than 12 12 psf 10 psf PHONE: (650-20ci-2010 r_2 � VICINITY MAP N MANUAL J DESIGN r_,RITERIA inches per ft. 0 5r.ALE:N.T.5. Ci ALTITUDE HEATING DESIGN 0 INTERIOR DESIGN N 14 ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE FACTOR TEMPERATURE DIFFERENCE COOLING— Compliance Statement: 1.4 The proposed building design described here is consistent with the TEST HOLE DATA + .40' N 12.5 DEG E54 DEG 1 -7o' 75' (DE3 il N5) 51.5 2 building plans, spec If licat Ions, and other calculations submitted with the, 0 ZONING REQUIREMENTS: permit application. The proposed building has been designed to meet COOLING NIND VELOCITY NIND VELO017*i( COINCIDENT NET 10108115 C the, 2015 IE00 requirements In ;ZESchoick and to comply iii the Ci TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDI',r co mandatory recLuirements listed n the RESicheck Inspection Checklist. LOT AREA 10 DIFFERENCE EL 7.3-4 MIXED SA ND A ND L OA M (from west property line to the tiollne) ................55,51-T 50�.ft. 9� ci 15 15 M 30% 45-555yo BROW SILTY SAND SM L07 AREA GENERAL NOTES: PALE BROW nNE TO MEDIUM SAND SP (from vilest property line to ex. bulkheat).............41,546 sc�.ft. • DRAWINGS ARE FOP, ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE, IF DISCREPANCIES OR INCONSISTENCY EXIST, SURVEYED LINES, EA5MEN75, BURIED UN7-ORSt=rNS; ELO.4' 6.9* CONTRACTOR MUST NOTIFY 0 DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER IN PALE BROW ALLOWABLE LOT GOVERAOE 20F16:..........................5,56a 5q.ft. 0 CONTRACTOR SHALL GUARANTEE ALL WORK AND 15 RESPONSIBLE POP, ALL NORK. 70 BE OF 6001�) QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. CONTRACTOR 15 RESPONSIBLE nNE TO MEDIUM SAND SP FOP, CORRECTIONS 70 PLAN THAT ARE NECESSARY, AND CLEARED E3'r G.O.C7 ; WORK 15 70 BE OOMFL=1�) IN THE BEST STANDARDS OF BUILDING PRACTICE. L07 COVERAGE: • ALL CONTRACTORS ARE 70 CLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP. AND 70 CONTINUE TO MAINTAIN A PROFESSIONAL LOOK TO THEIR TRUCKS, STAGED WATER TER IN PALE BROW FINE SAND SP EXISTING HOUSE, COVERED ROOFS AREAS AND PERSONAL SELF. LABORS SHOULD BE UNIFORMED AND MUSIC SHALL BE KEPT 70 A MINIMUM. SMOKING WILL BE PROHIBITED UNLESS CLEARED WITH O.D.6.. 17' N RAISED L�ErK5.................................................5,41 a ec�.f t. • NO NORK. SHALL COMMENCE WITHOUT THE OBTAINMENT AND 5EOUREMENT OF A BUILDING PERMIT. ALL AORK. IS 70 BE PERFORMED WITH ALL STATE, MUNICIPAL AND LOCAL ZONIN6, AND BUILDING CODES. 1�)AY5 AND TIMES HOURS OF EXISTING SHED............................................................101 sc�,ft. OPERATION SHALL BE CODE. NOTE:WATER ENCOUNTERED 6.9' BELOW SURFACE PROPOSED) FOOL.......................................................156 5(�.ft. • a DESIGN GROUP 15 NOT RESPONSIBLE FOR THE AORK. OF THE INDIVIDUAL CONTRACTORS THAT ARE BUILDING FROM PLANS THAT ARE PROVIDED OR DRAWN. PLANS ARE PROPERTY OF G DESIGN GROUP AND THEIR USE WITHOUT FROP05E0 PEr,< z WRITTEN CONSENT 15 PROHIBITED SOIL BORING vql PAVILION and <TGHEN...................................1,421 sq.f t. THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL ..................7,652 sc�.ft. • ALL UTILITIES ARE 70 BE LOCATED, MARKED OUT AND PROTECTED BY THE: CONTRACTOR'S EXCAVATING ON SITE OR CU771NS WITH UTILITIES OVERHEAD. IF PRIVATE MARK.OUTS ARE NECESSARY FOR THE NORK, HIRED, THE REPORT DATED 12/l/21 BY Mr-DONALD r5co501ENOE CONTRACTOR WILL CONTACT Q.D.G. PR OR 70 ANY NORK. COMMENCING. (P.O.B. 1:25e, SOUTHOLD, NY Ilcl'71 TEL. 631-165-56-7-7) lu PROPOSED LOT COVERAGE ........................10.5% (1,602 s.f.) lu fn V EX COVERED PROPOSED PAVER LANDING X15TIN6 PLAY SET KEY OF ORAPHIC, S'*rME3OL5 Az STOOP EX1571N6 5TEP5 4'-0" HT. PROPOSED PROPOSED ARBOR -EXISTING CHAIN LINK CHAIN LINK FENCE PROPOSED STEFFINC, 5TONE FAVER5 EX. WALK FENCE z A It:)I I Na;� AUTOMATED GATE EXISTING GRAVEL DRIVEWAY 44 0 PROP05rzl;� RISER OF 57EF5 EXISTING B CURB, TYF. N54!/a,22'20"E X X X 0— _X X EXISTING VEGETATION.2 0.62' X TO REMAIN L 4 �(� 1` m N1 X X PROPOSED EVERGREEN 1 s U\ O TREE 111111111FIFI 111 — — — — - -- — — — — — —— —— — —— — --- - — — — — — — -- ——— — — —— — — — — — - — — — — ——— — — — — — — — — — —— — — — — —— — — — — -- — — — - PROPOSED DECIDUOUS TREE EXISTING TREE To REMAIN PROPOSED EVER&REEN/DEOID. IN EXISTING VRITINEM= 5HRI)55 EXISTING SEPTIC TANK EX. UPPER EX.GARAGE DECK F.Il ELA0.6 PROPOSED MISG. OVER 57ROUNDOOVER C& > LONER DECK X. STEPPING Locusr STONES TO BE EX. AND PROPOSED FENCE LINE > REMOVED EX. ;I!ji % 'i 2 STORY FRAME FL. -A CANT. RESIDENCE ST, F.F.EL. ELA2.4 X, 11 OVER. Iq CAL. LOST X. DOUBLE GATE. ONE r PECK PORTION OF GATE TO BE > FIXED AND GATE TO HAVE FLOW WELL VVINLET liiSELF CLOSING/SELF PROPOSED 55 &AL FIROFI05ED FOOL LATCHINry HARDNARE. 8 E M 1: ❑ -, " ,, ii 0 Il > IL ------- ---- APPROVED BY EXISTING 6ENSET TO fl BE RELOCATED 'BOARD OF TRUSTEES (FILED UNDER > A r iq EPARATE PERMIT) �:j! ! TOWN OF SOUTHOLD 1. !ill ii I i--F V400D 5TAIRS� JIL Li F.FIL 11K _j TYF. r _V I =*CAL. DATE EX.1 EX. HOSE BIB TO M41TE OAK Lkn 9- BE RELOCATED BUTTAFUOCO RESIDENCE lIGE) KITIBERLY DR., SOUTI-40LE), NY 1 PROPOSEDr --- -------- ------ FROFOSED STAIRS, TYP. PAVER WALK CONCRETE ACCE55 ec 70 Block 13 Lot 20.7 & STONE NALL To BEPROPOSED STAIRS K/PA\iER REPLACED LANDING. DETAILS ON PLEASE NOTE: SHED �@ �11AF"ATURAL LOCATION ❑ PAGE 5-5 Pose -00L BOULDER5 Information for landscape site plan was gathered by survey (AJG Land surveying, lost doted 05-14-19) and architectural plans (TBD, lost dated EX. to] L-1 0-00-00) to be used for illustrative GEN. only and as such any — — — — — — —15'— — — — — —— — — — ——— — — — — — — - -- L I SETSACK :T — — — — — —— — — — — — — — — — —— — — - — — — — — —— — — -- intellectual property of cIdesigirgrouplIc T — — — — — — f 7 NEW LOCATION OF and not to be used without written I I information presented is the - 3 2024 2y�2b.— PROPOSED 4'-0" HT. FOOL MAY consent. -!:-N5F F RELOCATED C _T On ENCLOSURE FENCING WITH 4'-0" X (FILE UNDER e"EIPARATE WIDE GATE AS PER NY5 FOOL NOT FOR CONSTRUCTION PERMIT CODE. SEE DETAIL 5/A-:2A EP X Scale I/I(0"=V-0" �1622'20111AJJ .. .. .. �_FROFC5rzr,> 16X461 F -�4 XI TINS \o-ozKETE PqALT- A000) BULKHEAD Date 01/03/22 EX. r-x--J L. \\-EX.' EXISTING 11OFO5EP 4'-C� HT. FOOL FOOL N/ VxVIRA15ED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY ELEC. SA5 WELL SHED TO B ENCLOSURE FENCING WITH 4'-0" SPA AND SUN LEDGE. 5EE PER PROP05ED 1�)F_511&N, TYF. ADDING I TIMBER ADDITIONAL Revisions 04.2cl.24 METER METER RELOCATE WIDE GATE AS PER NY5 FOOL DETAILS ON PAGE 5-6 ON TOP TO MEET 4'-0" HT. TO 4'-O"HT. f=1R0F`05E1:;) FENCE ATOP lf.OP . SEE DETAIL 5/A-2 PROPOSED PATIO, 5EE PROVIDE FOOL ENCLOSURE AS i SITE PLAN EX. STONE WALL DETAILS ON FA&ES-2A PROPOSED FOOL PECK. SEE PER NY5 POOL CODE, TYP. SHEET 5-4 FOR MORE INFO. 5 1 TE PLAN PROPOSED OUTDOOR KITCHEN PROPOSED PAVILION ATOP A -:IN,5 4 xf iL 7f 7 5-1 0 01-011 3:21-01' 481-011 ATOP PROPOSED PECK, SEE CONCRETE MA50NRY PATIO SOIL BORING B-I TEST LOCATION r�ETAIL5 ON PAGE 5-4 SEE DETAILS ON PAGE 5-2A PROPOSED FOOL COVER VAULT F_�_7777=7771 — — — — — — — — — — ENGINEER OF RECORD FOR PAVILION STRUCTURE AND PAVILION FOUNDATION: V V ci EXISTING HOUSE (V.I.F) ° ° EXI5TIh& HOUSE (V.I.F) Cz 15 COMPOSITE WOOD STEPS TO WALKWAY TO CODE (3R-5", 2T-12") COMPG5ITE WOOD STEPS TO WALKWAY ALKAY TO a �a PAVER WALK ATOP 4" CONCRETE 8 8� CODE (3R-8", 2T-12") --- ---------------------------------- CZ - SLAB WITH III MM. 4" WALK CONCRETE SLAB DA EL P HURLEY, PE, SUBSURFACE ENGINEERING N WITH 6 C6 MM. M 'S k � ^�-- 12" BLUESTONE BORDER, TYP. -Kv 6 EDGE OF BLUESTONE BORDER, TYP. ��P��O L HER Y0 m - - --- - POOL COVER VAULT ASSEMBLY M m „ UNDER BLUE STONE. COORDINATE POOL COVER VAULT ASSEMBLY 4- W/ MANUFACTURE'S SPECS FOUNDATION COORDINATE W/ 4-2 4-6„ MANUFACTURE'S SPECS ►' oC 0 BLUESTONE STEPS LLI f - 4'-2" (3R-b", 2T-I2'9 STEPS (5R-6", 2T-12") L H 2" STOVE VENEER, TYP. O 703701-01 A�OFES S1ONP - IB'-10" - -- ---- --------------- -- -- Ci m - ----- - --- - --------- ---------=- �. ubsurface - " / M N N I 4X4XJ STEEL POST i ?':;, " I ,� EngineeringM Jjr`"= ''�`' I WELDED rO MOUNTING I ' °'tj�:-r .3 �0 " _ 105MA�SSROAD, w PLATE 'TP. SEE 4/5-2 J ( O ` ° - I , µ ::., ,i. suirErl4 + - i ` M( 980391247 N a r ------------------------------ i I I I N , r--------!I -----� I I i I l i BI' UESTONE PATIO ATOP b" CONCRETE 5L.AB WITH 12Xi2 - W14XWI4 I I I I 6" CONCRETE SLAB ;j I I I I I I i WITH 12x12 WI4XW14 3 SELF LATCHING DEVICE, COMPLIANT WITH THE NYB POOL GODS AT 54" '.6 i I ! MIN. HEIGHT 1 5"x 18" HORIZONTAL 81 DIA. PERMAGAST COLUMNS TO I I I I 18'-6° I I 4„ RAIL, TYP. M TGH HOUSE COLUMNS IN ALL t I I ;RESPECTS (V.I.F.), TYP. ® 10 L-2 '-2 '-2 -0" i 241W x 18"HT CONCRETE i t I I 4'-5" - _I" HAUNCH, TYP. SEE I I"X I" PICKETS B1�1 ONE STEPS TO GRADE I I I I _ __� DETAILS 4/5-2 FOR i T¢ CODE, (4R- 5.25" 4 5T-15") �� ,� I MORE INFO. t I 3 01. (0.0.62 WALL), TYP. I I I a o1 Q -- -------- - - - - - - -t N TYPF CLOSING HINGE, .------ I s cV I -I POST STABILIZATION PER FA0 URERS U U U U H U U U U U U U U U H U U RECOMMENDATIONS m , I _ ! I + .° e r :=;:�.'= 1-- —————————————————————-- L•^;,,..,��..., --------------......__—...�..,— — — —i—ii��,i� —ill,--il_iJ -�V.��_I_:i_. ,i—�;i."��i _,�—i_� ;c_-- -- — --—----— ———---——--——------- .'.:, .< ;. / .. I =1 I !=1 1=1 I I_-1 -I!--i�i 1- I�I I;i_:_(-1._.i=l_I =1:I-1 I,II;I 1 11-1 11-1 — __ — ' — — — — — — _ --!-� _.. - ...-, ,. .._-- _._ _ - ---.--- -- -- = I i:_ i i=1 I I I=1 I-. ,h.L. I-I I I_=1! I�,,I I__'-� LI= 11-I�!_.I_ ^, �. . , .. .. .. - ' ----- ----------" --- - 1 I 1=1:-=1 I 1-1 I 1=1 1=; 1- I!I_I I Eai l-1.. i I I1�=i_I 1-1 1-1!.I:_ II _ -1 I i 11- _ '-I" II" .Ii 1-!1=1 1=i,11- =111 „ =1 11- =1 I.I I ==1 I =-i I I Ed II. -III-I I6'-2" I'-o' S'-2" 2 -O 4-5 I 1-I."!_,� =;;1= (;1--�(- I I;_ !=I i= _, lY I I T= -III !II I I l-1 IS•-8I I _ i-f�l_._I T_:_�_... , = -I j��w"I 1,_ _ 0 �� I_L'I I I__==1T T-;-=-T(-E 1===-I 1=LI I=�-�1;�I! !.!�I�1-=1 T i I!�...-111-1-�I 11=l=- -- _ Ii..: ..yyy i1 -� EngineeringO V 2 PATIO FOUNDATION PLAN s POOL FENG I NG DETAIL O PATIO PLAN cos MASS ao0o, -2A 1/4"=1'-O" MELVILLE,m47 5-2A I/4"-I'-O" SUrrE 2RO110. 5-2A (63�98o-3912 MELVILLE.W"747 SCALE: �. fn z D V, 0- EDGE OF BLUE STONE BORDER, TYP. , 2" STONE VENEER, TYP. O IB 8xaxl/2 PL r----_�__;-____- 5" MIN. 4 5" DIA. PERMAGAST COLUMNS BY i 4x4x1/8 HS " ' VARIES, SEE "HB$G" W/ THREADED ROD ' FOUNDATION SECURED TO FOOTING BELOW WITH PLAN u1 �� 3 °x a " GLULAM - TOP MOUNTING PLATE AND TO 12 12 i 4"x4"xY8" HSS _ MATCH HOUSE COLUMNS IN ALL U) 6 Z-1 6 m RESPECTS (V.I.F.), TYP. ' 12 12 5" MIN. 4 8"x5"xY2" BASE PLATE VARIES, SEE FOUNDATION I PACKET IN SLAB PLAN I _ 1 a/ (2) P.T. 2 I +\10 '�" I-- I I ' ° ° i r PAVERS, TYP. HEADER = I I 4X4X " STEEL HSS POST WELDED " 4X4X1/8 STEEL HSS POST WELDED TO m O -_ _� ; 2 BLUE STONE BORDER, TYP. Q� LU ( I TO 8"XS"XI/2" MOUNTING PLATE, � � ONGRETE SLAB, TYP. 4/5-2 F° MOUNTING PLATE, SEE DETAIL ( SEE DETAIL 4/5-2 FOR MORE 2" STONE VENEER, IF REQUIRED I 4/S-2 FOR MORE INFO. (TYP. OF ALL �iJ I I - COLUMNS) } I I INFO. (TYP. ALL COLUMNS) ° - P.T. 2 8 RJ ® P.T. 2X5 RJ ® Q 51 NGLE LAYER OF I 'I I ' Ib' O.G. Ib" O.G. FINISHED GRADE ADJACENT TO PAVILION W I PAVER PATIO ATOP 6" . TRAN51TIIN 12X12 - W14XW14 CONCRETE SLAB WITH 6X6 WWM. THIGKNE55 ALL STRUCTURAL MEMBERS MUST BE Q 4 8" 8 2" BLUESTONE BORDER, TYP. PRESSURE TREATED OR RATED FOR O O - EXTERIOR USE 5:12 6:12 6:12 = PAVILION COLUMN ASSEMBLIES TO BE INSTALLED O -ram. --- J -~ ,�, w -' BUTTAFUOGO RESIDENCE cy cv - ATOP NEW CONCRETE SLAB/HAUNCH. _ 1 r "' f ��' _ ADJACENT TO PAVILION ROUT HOLE w 3 2024 .�� .,AY 1165 , x X = SEE DETAILS 4/5-2 "' — _ - - — I I SOUTH OLD, NY ._-.....,� m m I TRANSITION SLAB \� �x 1 P.T. 2X12 + y4° TYP. ,._.,..�`+ EDGE OF ROOF LINE (ABOVE) RIDGE BEAM THIGKNE55 (TYP) I'-OI'-O' 4" CRUSHED STONE BEDDING j 4X4XY8" H55 _-.-_-a__.__r. "' ------ ec 701 Block 13, Lot 20.7 (2) LAYERS OF 12x12 - W14xW14 B. SECTION/ELEVATION UNDISTURBED OR ASE NOT)=: BELOW COLUMNS. OFFSET LAYERS COMPACTED EARTH PL)= TO CREATE 6X6 OPENINGS (TYP) (4) 1" DIA. ANCHOR BOLT TO EXTEND " TO I" BEYOND TOP OF Information for landscape site plan IS" THICK X 2' WIDE HAUNCH HEAVY HEX NUT. TRIM BOLTS AS REQUIRED TO MAINTAIN was gathered by survey (AJC Land NOTES: BELOW PATIO SLAB, (TYP. CONCRETE COVER WITHIN SLAB TYP. Surveying, last dated 05-14-19) and (2) P.T. 2X UNDISTURBED OR COMPACTED EARTH 1. CONCRETE SHALL BE 5000 PSI AT 25 DAY CURE. 4X4XY8" HSS architectural plans (TBD, last dated HEAD BELOW ALL COLUMNS) - - - 2. REBAR SHALL BE GRADE 60 STEEL I BXSX " BASE 0 ) to be used for illustrative purposes only and as such any 00000001- 5. BELOW COLUMNS WHERE TWO LAYERS OF WELDED WIRE MESH ARE USED, I PLATE, TYP. information presented is the COLUMN CENTER LINE LAYERS SHALL BE OFFSET TO CREATE 6" MAX OPENING. 1/4" TYP. 2" GROUT intellectual property of gdesigngrouplic -p 4. WELDED WIRE MESH SHALL BE INSTALLED 5" FROM BOTTOM OF POURED 1 cconsentt to be used without written m I SLAB VARIES,MIN. SEE 3 "x a " GLULAM 5. ALL METAL HARDWARE SHALL BE HOT DIPPED GALVANIZED (HDG) OR ` ° ;e� (2) LAYERS OF 12x12 - W14xW14 BELOW NOT FOR CONSTRUCTION _ _ _ FOUNDATION COLUMNS. OFFSET LAYERS TO CREATE I STAINLESS STEEL (55). CONTRACTOR SHALL TAKE EXTREEM CARE TO PLAN m EDGE OF CONCRETE SLAB NOT MIX HDG AND 55 HARDWARE AND FASTENERS. _ 6X6 OPENINGS (TYP.) Scale 1"=16'-O" 6. ALL HARDWARE SHALL BE SAMP50N STRONG TIE, OR APPROVED EQUAL. _ T _J ° ONCRETE SLAB, TYP. Date 03/15/21 CONCRETE SLAB SHALL BE 5000 P51 LEVELING NUTS AND WASHERS '7. 6" SLAB AND HAUNCH TO BE POURED MONOLITHICALLY. I Revisions 04.2q.24 It 4'-O" IS'-2" 8. INSTALL COLLAR TIES AT 32" O.C. ALONG ROOF RIDGE MIN TF AN51TION _I 22'-2" PATIO DRAWINGS THIGKNE55 Subsurface Subsurface B PAVILION DRAWINGS EngineeringLL 4 PAVILION COLUMN MOUNTING DETAILS Engineering 5-2A "_ i u 5-2A I "_ i u SCALE: � -I -O 105MAXFSSROAD, SCALE: � -I -O 105MA�SSROAD. SURE IN SU E 124 %5 - 2 ,4 MELVILLE,N1rm47 MELVILLE.W m47 (sst)98o-3912 (63n"0391x , Glenn Goldsmith,President ��\O� COGy� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski nx, P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: r0 C) r2 Completed infield by: Vincent Quartararo on behalf of SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUOCO requests an Administrative Amendment to Wetland Permit#10241 to construct a 22.2'x26.10' roofed pavilion over a bluestone patio in lieu of the proposed 25.7'x16' pergola. Located: 1165 Kimberly Lane, Southold. SCTM# 1000-70-13-20.7 Type area to be impacted: Saf J ltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓ Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion /Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Keg k-.e—d i *2t 1 W Hki re (V\/Ae cj'i C4 V ev,� Present Were: G�Idsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples TToIA)1ti © l Ll JUN - 4. 2024 Southold To Board of Trustees G�U�rw Ca -6 Cc ,—t© to VO 14 fin r FRF QAY - 3 209 D Southold Town Board of Trustees 2140 9 �baempttpoj poL �,Lce Su^)� ova �� 0 Glenn Goldsmith, President®� S1110 ® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �� P.O. Box 1179 Eric Sepenoski AL 1. Jr Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 on BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/z constructed When project complete, call for compliance inspection; =:! .,'ea-Sf- 'i Y -:,'y-'6::_ - ;:r �e'-p- : ,T,•. •:5ti0�.- .� l `+-'-•-efi-p.,... Ep'ee�•'-i'-• -!•. _ :�'•.-gip`$�C"i" �*. •..Eea, 49"ef.9 a..,g'- .,,a`+i0� � .`°N^9 f`3= _ - 'l°�� °fa` - �°°' - - n 4k Ifi <•!, ,.f`"li, <�' _ it .� 4�e„14'rw; ',:=-u4. � .-r�^` m;Ji;.> �( �_,;.�,,.: ��^-.• ;«"v-,.,` '��v •f. r ° •r'2eU.rr„nv1aU{7�Yv1�k'cUrys,'>X}�Ks'c }e✓r:'�r��',�esFr,�sY:rzs:y�J',�;,;a:>�rrrs��i tWre$:r.M1.':s�r�fl�;+�z.?rr!�".�'.•sss'�.� a�i�;Lxr.�+.'�Rss�:�f&e*er.�>7,rt2:rb�:e��us:7»v::t"ss3.T�r�'.`J.::.°�n-. �. rs� ^�a�.f.�'.�1�q ,h. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD NEW YORK` PERMIT NO. 10241 DATE: OCTOBER 19,2022 d' ISSUED TO: SHAMGAR CAPITAL,LLC c/o DANIEL BUTTAFUOCO eg L. PROPERTY ADDRESS: 1165 KIMBERLY LANE, SOUTHOLD ` =t SCTM# 1000-70-13-20-7 AUTHORIZATION . Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19, 2022, and `. e°yap�a= in consideration of application fee in the sum of$250.00 paid by Shamg_ar Capital, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits y the following: Wetland Permit to construct a 16'x46' unite swimming pool with an 8'x8' hot tub inside; ' g g P � construct a f2,000sq.ft. pool deck in composite around pool; install an automatic cover for pool; install pool equipment area with as heater; construct a 25.7'x16' pergola over a two-part P g P outdoor kitchen and bar area; and to install 4' high pool enclosure fencing with locking gates; r with the condition to establish and perpetually maintain a 20' non-turf buffer landward of the bulkhead; and to raise the bulkhead by the addition of one extra timber section to the top, I without the primary structure being modified; and as depicted on the revised site plan . . prepared by Michael Scott Sudano,Architect P.C.,received on November 18, 2022,and stamped approved on November 18,2022. `^ f+i M, • """� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. . %oif Cr, C •,_F - ��® ®may 1.9�'ac S @ �yy�p• , -Q-wwZ�4y _g3pe _p x ' o 'lr :,i,"Y1i .-,'x..'f.Ta'�i:Y,:7,'r.[:7.•.`Wti,.n_{,Pdi'�21i"ip'.SbGi:�:.iv�,"f'FSw :X,,:'f�eiar'i^u';�:�e,",.' L�F'S,i,�yS�::)'.�wXi"S".eui2+hw.,32iS4"3S�is2s]:cn`,,%.T�Z,�Pi°71,:S;�Lf„S�2L',�'�ak7J:55`ri�at'.rNY,. .fi'+&Rn'nd,^3r3i*Y.�;n':",`�r :.ni�,t537dS�.a.;9,; � "ra �. _3!I,,q � �x _ •1\ / y,, 4 '�`�!` e•3," `.` L �,T.i!i-�, .�_,J�. <.. F�. ",:.�-1 .3,�wiu\a. 'y° •^�7` �`,..�y---~-'�'p f '�:�_..>.r \ A/ �a" ..tl ``Oa.•'4n• 1y°..n li;.. `•:°ip44 ��`�,. .,. °: dl Ayytl:••fu,- - ..n 1 96aa:-•.' 9®Q BO A�w.r• 1 Ae•xe cx- .r -•f".+ .a...�•e••,r g- �.f�+-;� .,;f` TERMS AND CONDITIONS The Permittee Shamg_ar Capital LLC c/o Daniel Buttafuoco residing at 1165 Kimberly Lane, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this peen it. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required c„pplen;enral to this permit, which may be s'abject to revoke open fa.lure to obtam same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interferewith the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®��®F s®�f Town Hall Annex A. Nicholas Krupski,Vice President � ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski qr Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2022 Vincent Quartararo P.O. Box 33 Sagaponack, NY 11962 RE: SHAMGAR CAPITAL, LLC c/o DANIEL BUTTAFUOCO 1165 KIMBERLY LANE, SOUTHOLD SCTM# 1000-70-13-20.7 Dear Mr. Quartararo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 19, 2022 regarding the above matter: WHEREAS, Vincent Quartararo on behalf of SHAMGAR CAPITAL, LLC c/o DANIEL BUTTAFUOCO applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 2, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 19, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, a WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of SHAMGAR CAPITAL, LLC c/o DANIEL BUTTAFUOCO to construct a 16'x46' gunite swimming pool with an 8'x8' hot tub inside; construct a ±2,OOOsq.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; with the condition to establish and perpetually maintain a 20' non-turf buffer landward of the bulkhead; and to raise the bulkhead by the addition of one extra timber section to the top, without the primary structure being modified; and as depicted on the revised site plan prepared by Michael Scott Sudano, Architect P.C., received on November 18, 2022, and stamped approved on November 18, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glen Goldsmit President, Board of Trustees GG/dd Glenn Goldsmith,President �0sprrsiiIr COGS Town Hall Annex A.Nicholas Krupski,Vice President � <R 54315 Route 25 Eric Sepenoski y Pry P.O.Box 1179 Liz Gillooly �y • OZ� Southold,NY 11971 Elizabeth Peeples �Ol �� Telephone(631)765-1892 Y-ate Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report DatelTime: lol W11- Completed in field by: E, Pe cwk S 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'xl6' 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 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code,proposeed work falls under: Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: S�rai�,h�mrarr� Present Were: V G. Goldsmith y N. Kru ski E. Se enoski p p _\,.ZL. GilloolyE. Peeples �oSUFFoc,��o Glenn Goldsmith, President ��o oy Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoski o ^' P.O. Box 1179 Liz Gillooly �.fj ao�� Southold, NY 11971 Elizabeth Peeples ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: SHAMGAR CAPITAL, LLC c/o VINCENT QUARTARARO Please be advised that your application dated September 2, 2022 has been reviewed by this Board at the regular meeting of October 19, 2022 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit.. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES,DUE: $ 50.00 BY: Glenn Goldsmith, President ?] Board of Trustees DRAWING INDEX CODE INFORMATION ys 4� Hill RdY1 ; dl �1Rd �4 PROJECT INFORMATION + DRAWING Minimum Uniformly Distributed Live LoodsToble R301.5 w.� r-,- k',�� ,Q ; I N s 2020 Residential Code of New York State ( ublication date: November 2014) �` ` .Harpers Poiirlt STATE NEW PORK ° M d NUMBER DRAWING NAME 2020 Building Code of New York State (publication date: November 201q) �c a 9 p USE LIVE LOAD DEAD LOAD �"''""" '�"-.. COUNTY SUFFOLK COUNTY �. 5-I SITE PLAN 2020 Plumbing Code of New York State (publication date: November 201q) ' '-" TOWN c C° °�° 2020 Mechanical Code of New York state (publication date: November 201,1) Exterior Balconies 40 psf 10 psf TOWN OF SOUTHOLD a`w 5-2 GRADING AND DRAINAGE PLAN 2020 Fuel Gas Code of New York State (publication date. November 201q) p p ��., -`j SITUATED IN SOUTHOLD c a, 5-3 LANDSCAPE PLAN 2020 Fire Code of New York State (publication date: November 20141) Decks 40 psf 10 psf .tt�`S �` OWNER BUTTAFUOGO 5-4 DETAILS Property p x c:��ka� - "` Cr�E ', Ca 2020 Pro er Maintenance Gode of New York State (publication date: November 201q) ))I s� Or 5-5 DECK DRAWINGS 2020 ExistingBuilding Code of New York State (publication date: November 201q Passenger Vehicle Gara es 50 psf as per Ian I� - ckeY o ADDRESS 1165 KIMBERLY DR., Cl) a 9 P g g P p P -�-,.... � .�., M� 5 2020 Energy conservation construction Code of New York State (publication date: November 201q) - I, x SOUTHOLD NY x y ATTICS without Storage 10 psf 10 psf SQUTHOLD-_GULF-'�Y o � � d o 5-6 POOL DRAWINGS 2016 edition of the Energy standard for Buildings Except Low-Rise Residential Buildings (ASHRAE qO.1-2016) g p p , 4 ��k w .` �01 ZONING INFORMATION R-40 .0 IGG AIITI-200q Accessible And Useable Buildings And Facilities With The NY5 Newly Adopted Accessibility Sign K n, ATTICS with Storage 20 psf 10 psf f/ VWhite Blossom House a s y SECTION 70 + 13 co TABLE R301.2(I) ROOMS other than sleeping room 40 psf 10 psff"N BLOCK T 20.7 GL I MATI G AND GEO6RAPH I G DESIGN GRI TERI A Sleeping Rooms 3o psf to psf to inc ' J X n �'' �° J P 9 p p °' °''Cu:ter Avc o S°'t''" o M <q N - 6- DISTRICT 1000 � Goose Creek B.eac}i �' .-._. WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf „ `� t� `_ � `1 - OCCUPANCY GLASS RES. SINGLE FAMILY RESIDENCE }.T 5 VJ WIND ICE SHIELD LIMIT OF p p no Farms " clfan-te. ' � LOT AREA AREA = 53317 5Q.FT. OR 2.215 ACRES GROUND SPECIAL SEISMIC WINTER UNDERLAY MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf �� a TOPOGRAPHI GAL BORNE FLOOD - �- SNOW SPEED (MPH) W'ND DESIGN FROST LINE DESIGN MENT yyp, FREEZING ANNUAL ` LOAD EFFEOT5 RE610N DEBRIS CATEGORY WEATHERING TERMITE TEMP REQUIRED AZARDS INDEX TEMP ROOFS : U; s ZONE DEPTH ACTION arm DESIGNER: st« ,..-.. ._.., . �w Q DESIGN GROUP Flat or rise less than 4 Inches Ay'y% b („)J MODERATE TO7 16 psf Gna �� `00O cQ' v PO BOX 33 _ 20 psf 140 NO NO NO B SEVERE 3 FEET HEAVY I I YES NA NA 618 52.1 DEG. per foot (1:3) ' i 5AGAPONACK, NY I I'I62 Rise 4 inches per ft. less than 12 12 psf 10 psf 2 VICINITY MAP PHONE: (631)-20cl-2010 MANUAL J DESIGN CRITERIA inches per ft. o Q} 5-I 50ALE:N.T.5. a ALTITUDE INTERIOR DE516N HEATING DESIGN R ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE - } FACTOR TEMPERATURE DIFFERENCE COOLING Compliance Statement: `O ,! 40' IN 12.5 DEG 84 DEG I 70' 75' (DB 63' NB) 57.5 The proposed building design described here is consistent with the TEST HOLE DATA + building plans, specifications, and other calculations submitted with the a COOLING permit application. The proposed building has been designed to meet ZONING REQUIREMENTS: N WIND VELOCITY WIND VELOCITY COINCIDENT NET the 2015 IECG re uirements in REEcheck and to comply with the 1%8115 N TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDIY mandator re uirements listed In the REScheck Inspection Checklist. DIFFERENCE y a p EL.Z3' MIXED SAND AND LOAM LOT AREA co q 15 7.5 '71.5 M 309b 45-55% 1' BROWN SILTY SAND SM (from west property line to the tieline) ................55,311 sR.ft. a 3' GENERAL NOTES: LOT AREA PALE BROWN FINE TO MEDIUM SAND SP (from west property line to ex. bvlkheat).............41,846 sc[.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS AND ALL CONDITIONS AT THE SITE, IF DISCREPANCIES OR INCONSISTENCY EXIST, SURVEYED LINES, EA5MENTS, BURIED UNFORSEEN5; ELa4' 69' CONTRACTOR MUST NOTIFY Q DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER IN PALE BROWN • CONTRACTOR SHALL GUARANTEE ALL WORK AND IS RESPONSIBLE FOR ALL WORK TO BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. CONTRACTOR IS RESPONSIBLE 8' FINE TO MEDIUM SAND SP ALLOWABLE LOT COVERAGE 2090:..........................S,36q sC�.ft. FOR CORRECTIONS TO PLAN THAT ARE NECESSARY, AND CLEARED BY Q.D.G ; WORK IS TO BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT COVERAGE: • ALL CONTRACTORS ARE 1-0 CLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP. AND TO CONTINUE TO MAINTAIN A PROFESSIONAL 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.. EXISTING HOUSE, GOVERED ROOFS • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND SECUREMENT OF A BUILDING PERMIT. ALL WORK IS TO BE PERFORMED WITH ALL STATE, MUNICIPAL AND LOCAL ZONING AND BUILDING CODES. DAYS AND TIMES 17' W/ RAISED DECKS.................................................B,418soL.ft.HOURS OF EXISTING SHED............................................................101 5o[.ft. OPERATION SHALL BE CODE. NOTE WATER ENCOUNTERED 6.9' BELOW SURFACE PROPOSED POOL......................................................736 SC[.f t. • Q 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 Q DESIGN GROUP AND THEIR USE WITHOUT PROPOSED DECK i 1 WRITTEN CONSENT 15 PROHIBITED 501L BORING w/ pergola and kitchen.........................................1,421 SR.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 MARKOUTS ARE NECESSARY FOR THE WORK HIRED, THE THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:.................-1,6,52 sR.ft. 7— REPORT DATED 12/1/21 BY McDONALD 6coSCIENCE CONTRACTOR WILL CONTACT Q.D.G. PRIOR TO ANY WORK COMMENCING. (P.O.B. 1255 SOUTHOLD, NY IIQ71 TEL. 631-765-3677) PROPOSED LOT COVERAGE ........................18.3% (1,682 s.f.) X. COVERED PROPOSED PAVER LANDING EXISTING PLAY SET KEY OF GRAPHIC SYMBOLS STOOP EXISTING STEPS. 4'-0" HT. PROPOSED (\ PROPOSED ARBOR EXISTING CHAIN LINK CHAIN LINK FENCE 0 PROPOSED STEPPING +-♦ 1 X. WALK FENCE 0 STONE PAVERS XISTIN6� AUTOMATED GATE X15TING GRAVEL DRIVEWAY PROPOSED RISER OF STEPS 1 " EXI5TING1 B CURB, TYP. N84/82.2 20 E '� —_ " _ _ _ _ _ = 345.Sq' O l O 1 1 lA 20.6' 3 EXISTING VEGETATION 1 1 _ I TO REMAIN IT _ _ O 3 PROPOSED EVERGREEN V! ❑❑❑❑❑❑ I w TREE lh - ----- ---- -- -- — --- 1 tn —1 ---- -- ---- ------------ --1�--0_STH,'<GK — -- — -- - --- -- -- -=-- ----- - ---- ---"' ---- o X� PROPOSED DECIDUOUS 1 1 I ❑ - _ TREE -- 1 I 1 EXISTING TREE TO REMAIN 1 EX15TINe nrt�rw i, 0 PROPOSED EVERGREEN/DEGID. 1 EXISTING SEPTIC TANK SHRUBS, _ I r T EX. UPPER EX.GARAGE I / , I 1 1 F.Pg.EL.+1o.6 DECK I TI 1 PROPOSED misc. 1 OVER 1 GROUNDGOVER LOWER r`D rR 1 i X. STEPPING 'boai'TT t DECK - I �\-. ,,I STONES TO BE EX. AND PROPOSED 1 1 �❑ 1 REMOVED u•CAL )'� n —•—•—•— PENCE LINE � P' G 1 > 'I ❑ , lA:a15T1 EX. 2ND I �\,J 2 STORY FRAME FL. ❑ 1 �`' -l' O 1 s 10 �\ RESIDENCE CANT. \ rn F.F.EL. EL.+12.4 r 1 OVER. \ �ocusT X. DOUBLE GATE. ONE j ' ExLovl I� DECK ul ; ,�oRc►� -'� „ �, '� PORTION OF GATE TO BE �9J. 036276 D j \' �� FIXED AND GATE TO HAVE F `� 1 �,1 a s 1 OF E � �\\� , . _ - --•-- � � � � SELF CLOSING/SELF 1 N O. LATCHING HARDWA_ L RE. PROPOSED 55 GAL. ❑ \ „ 41 D Y � I \ F W WE I N ET LO LL W/ L ❑ i i S�1 I i ' PROPOSED POOL l I C , � i 1 EQUIPMENT o 1 1 ) I +I g OPOSED \ Michael 5udano, Architect P.G. WDOD STAIRS\ 1 a0 Senix Ave, ST.F'ot S'L� ❑ TYP. '\ l l� I , Center Moriches, NY IIg34 874-0568 Ex. EX. HOSE BIB TO as•cAl.. - - -- rwrte OAK &EN. ::: :: BE RELOCATED 1 ❑� c ,I I B IITAFUOCO RESIDENCE • -_ �; PROPOSED 1`,., , UT l,5 KIMBERLY DR., STAIRS, TYP. �' SOUT"OLD, NY l PPROPOSEAVER WALK �. �� i OPOSED \b' APPROVE BY 1 CONCRETE ACCESS \� ;} �� N BOARD OF 1 RUSTEES ec 70, Block 13, Lot 20.7 I STONE WALL TO B -- - - STAIRS "AVER 1 REPLACED ---�.�p"��R�"o-'- - - = LANDING. DETAILS ON \°� Q °d I TOWN OF SOUTHOLD ---_ ❑ \ I PLEASE NOTE: PROPOSE 1 "ATU BOULDERS I; _ -------- -c-- 16'x PROPOSED POOL LPOSMPA =`? ❑ PAGE 5-X \ 02 1 SHED 1 ___ ___ -__I ❑ \ rn N DATE Information for landscape site plan _ -a- - _ LOCATION "'" ' O p ❑ 0 '�" 1 �i{��, , �D ZQ�y was gathered by survey (AJG Land 1�4_ _rn+ \\\ 1 Surveying, last dated 05-14-19) and • -------- 1 architectural plans (TBD, last dated 15'-O" SETBAGIG - - ------- -- ------ - --+- -- — ---- --' I purposes) and as asr such any 1 _ 0 00 00 to be used illustrative ------------ — p - - -� -- - - - -- - - -- — ———— --- -------- -- -- \ -- W-O" SETBACK --- -- ---- - --_ i informationonlypresented is the - ------ -- - -1----- 1 intellectual property of gdesigngroupllc and not to be used without written \ 1 consent. \ = NOT FOR CONSTRUCTION 3 I- _- — - -� I � �� -- -----�_-- —z� --��-- —z� —� �---- -- Scale I/IG"=1'-m" 584/822 20 W ROPO5ED I6' X46' XISTING CONCRETE WALL EXISTING WOOD E3U1LKHEAD 354.32' EX. EX. LEX. EX. PROPOSED 4'-0" HT. POOL POOL W/ 5'x5' RAISED ASSEMBL" TO BE REMOVED PROPOSED TO BE MODIFIED BY ,�a Date 01/03/22 ELEC. GAS WELL SHED TO BE ENCLOSURE FENCING WITH 4'-0" SPA AND SUN LEDGE. SEE PER PROPOSED DESIGN, TYP. ADDING I TIMBER ADDITIONAL I.- Revisions METER METER RELOCATED WIDE GATE AS PER NY5 POOL DETAILS ON PAGE 5-6 ON TOP TO MEET 4'-0" HT. TO 4'-O"HT. PROPOSED 1=ENCE ATOP CODE. SEE page S-4 FOR PROVIDE POOL ENCLOSURE A5 EX. STONE WALL MORE INFORMATION TYP. ROP05ED PERGOLA PROPOSED POOL DECK. SEE PER NYS POOL CODE, TYP. I I, Ors �. SITE PLAN ATOP PROPOSED POOL SHEET 5-4 FOR MORE INFO. C t r 1 SITE PLAN PROPOSED OUTDOOR KITCHEN DECK, SEE DETAILS ON SOIL BORING B-I TEST LOCATION ATOP PROPOSED DECK, SEE PAGE 5-5 Board of Trustoes 5-1 O 8'-O" I6'-O" :32'-O" 451-O" St uthoid Teu n DETAILS ON PAGE 5-4 PROPOSED POOL COVER VAULT 10 Cd *.+10.7) (EL.+'7.5 (rzL.+5.5) (EL.+10.1) Ii r. Cd V 0 1-4 M bp Cd co 0 —— — ————————— ——\— ——————————————————— —————— ———— ——— ——— — ——————————————————— - ---- ------ - -- - --- ---- - ---- --- ------ --- ---------- --- - -- 0 F-1 .iT (EL.+c[b) C 0 C, 0 ce) 10 C 4-; + 0 C, co \0 16" CAL. EXISTIN�x LEACHING LOCUST POOL, T1F. ❑ I I" CAL. EX. ❑ (E L.+ 5) LOCUST LP J ❑ 1 EX. 0 EA 5T LA lcqll CAL. LOCUST EX. I0-0 r=L.+i 1:2.0: PROP05ED 55 GAL. 101, FLOW WELL WINLET O PROPOSED DECK CHANNEL DRAIN, I O TYf=. ❑ ❑ V EXISTING DRYNELLI ❑ 0 TO BE REMOVED 1 I ❑ TYP. PROPOSED PVC I I I ❑ (I ' CATCH DA51N I I I ❑ �.{a II 0 114 ❑ lu > I I ❑ �-1 1:2.01 I ❑ EL. . Est.F L. �. �, �..uIM. I I ❑ \ V 1 A ANNE (EL.+1 .0 P 1 22" CAL. E1[ =7= ,N7 EX. 411 P\/6 5OR Ib EL.+85 q WHITE OAK GEN. L 5 Z OR 55 PIPE PVC,,5OR PVC,5OR IS L.+85 OR 55 PIPE EL.+7.0 (EL.+-I.0) EL.� OR 55 PIPE kN 5OR 15 3: EPID'f 7t'r —all OR 35 PIPE 10 + PROPOSED SILT FENCE MIN. CONSTRUCTIO ---- --- ----- A ;,-% n \ 0 n— ❑ \ LU V- F1 NEW DN z IL EL.+4.65 EL.+0.65 ------------------ H0 ------------ to, NEW D �^ 3gp\P� -------------- it 15'-0" SETBACK --------- f——— ——— ——— — -—— ——— — — — ii— ——————— ————— — ———— ———— ———— —— — ——— —— ——————— — ———————————————— —— —————— ————— —I—— V ——— —————— —— — — — ——— ————— 15'-C" SETBACK PROPOSED 10' DIA. x ro' EEF .+ EL.+7.0 DRYWELL03. SEE DETAIL 3/ (EL.+&.2 D TY'P. PROPOSED PVC CATCH BA5 0 )N —————— —————— I — — ——————— ———————————————— ————— —————————————————— — — ————— — (EL.+(65) 03627fO EX. ELEC. EX. &A X. XISTIN(5 SHED TO BE REMOVED OF NEB METER METER WELL INLET PIPE PITCHED FOR PROPER FLOW (7'�DRAINAGE FLAN (SIZE VARIES) 5-2 51-011 101-011 :201-011 301-011 FIN15HEP &RADE Michael 5vdano, Architect F.C. lof-oll clO 5onix Ave, .4 1L TOP501L OR APPROPRIATE Center Moriches, NY I1q54 MEDIUM E3AC<FILL- cv (651)614-056b CONCRETE SLAB COVER BUTTAFUOGO RESIDENCE 5" TRAFFIC BEARING 11(05 KIMBERLY DR., SOUTHOLD, NY KEY OF GRAPHIC SYMBOLS NEW PRYNELL DRAINA6E CALCULATION F`RrzCA5T rCNrRETF- r;)RY`NELL5 STACKED IN RING HEIGHT (VARIES 1-2') O ec 70 Block 13 Lot 20.7 AVERAGE STORM WATER ===F �]F PROPOSED LONG ISLAND BOULDER AREA DRAINAGE GAL. TOTAL PLEASE NOTE: PROPOSED STEPPING STONE FILTER FABRIC., ESE PAVERS BA(�,KFILL WITH SAND Information for landscape site plan was gathered by survey (AJC Land 1,465.8 5/a:2 1465.850.1"T. X O.I(57' X I POOL DECK 244.1 CU.FT. 5G.FT. (0.1619 (100%) Surveying, lost dated 05-14-icl) and architectural plans (TBD, lost dated PROPOSED RISER OF STEPS 0-00-00) to be used for illustrative BANKRUN TO BE PRESENT OR 156 50. 5/a 2 -156 5a.FT. X O.167' X I CHANNEL DUO CANDLE Nk,-K TO purposes only and as such any EXISTING VEGETATION POOL FT. (0.16-79 (100%) 125 CU.FT. REACH SAND IF NOT PRESENT information presented is the I EI i I' =1 I 1�1 I 1=1 I M 2� Ei I M1 I 1=1 I 1=1 I FE1 11^ intellectual property of cloesigngrouptic TO REMAIN and not to be used without written 5550. 5/6 2 55 50.FT. X O.I(5-1' X I IF WATER 15 PRESENT DRY WELL =1 consent. EX. AND PROPOSED FENCE LINE POOL WALK FT. (0.16,79 (100%) 5.11 CU.FT. TO BE LOCATED :2' MIN. ABOVE I 1=1 I 1=1 I Mi I 1=1 =1 I 1=1 I 1=1 I 1=1 I I--I I NOT FOR CONSTRUCTION ROUND WATER CELLAR III Scale 1,1=10 -0 1550. N62 C15 50.17T. X 0.1(o7' X I ACCE55 1(0.3 CU.F-T. NATIVE 501L UNDISTURBED FT. (0.16-79 (100%) Date 01/03/2022 STAIRS I 1=1 I 1E1 I M I 1=1 I M I 1=1 El I Ml I I I NOTE: —III Revisions TOTAL: 3CI5 OU.FT. 5ANKRUN (SAND) NEEDS TO BE . 1III 11 7-77-1 —, 11 F— I kE-LIFI, DRAINAGE PLAN PRESENT WITHIN EXCAVATION THEREFORE USE DRr)NELL OR A COLUN MUST BE DUO F_- I V E UNTIL COLUMN FOUND. 10' VR�0'-ELL 65.42 C.U.FT.1 LN.FT. (2) IO' DIA. X B' DEEF" ::K Fr LL 3e-13 OU.FTJ65.42 OU.FT. = 5h LN.FT W/TRAFFIC BEARING COVER. AVAILABLE STORAGE 410.5 CUFT. TrF. DR-T"V�ELL �ETAIL 10V 5(�-,ALE: N.T.S. Southold Town 5 - 2 Board of Trustees PRELIMINARY PLANT LIST 1 RELIMINARY PLANT L15T KEY OF GRAPHIC SYMBOLS PLANTING NOTES: • NOTIFY LANDSCAPE DESIGNER OF ANY DISCREPANCIES BETWEEN PLANT LIST 5YM QTY SIZE BOTANICAL NAME COMMON NAME 5YM QTY 51ZE BOTANICAL NAME COMMON NAME AND/OR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF � m a O PROPOSED LONG ISLAND WORK ® 2 10-12' Lagerstroemia GRAPE MYRTLE ® lg 3 GAL. Solidago sempervirens GOLDENROD C-colden Fleece BOULDER NOTIFY LANDSCAPE DESIGNER OF ANY SUBSTITUTIONS RECOMMENDED DUE TO ® 4 8-10, Grytomeria GIRYPTOMERIA 18 24-30" Microbiota decussata 51BERIAN CYPRE55 �� PROPOSED STEPPING ANY EXISITNS CONDITIONS OR AVAILABILITY OF MATERIAL. NOTIFY F. Cz 0 STONE PAVERS LANDSCAPE DESIGNER WHEN MATERIAL 15 ONSITE FOR QUALITY INSPECTION. �• -i-8' radicaus c 5 8'-10' Picea g lauca COLORADO BLUE ��'": DESIGNER AND/OR PROPERTY OWNER HAVE THE ABILITY To REJECT ANY co 5 �,� �� 1-I 3 GAL. Rosa vir inaina WILD ROSE PROP05ED RISER OF STEPS CZ SPRUCE g MATERIAL THAT I5 UNSATISFACTORY. o • NOTIFY LANDSCAPE DESIGNER WHEN PLANT MATERIAL 15 PLACED 50 THAT "� lg 3� �_3�� Osmanthus OSMANTNUS g2 1 GAL. AGtrosaphylos uva-ur51 BEARBERRY EXISTING VEGETATION THE DESIGNER MY BE PRESENT TO APPROVED LAYOUT AND SPACING. ALL n' TO REMAIN LOCATIONS OF PLANT MATERIAL TO BE APPROVED BY DESIGNER PRIOR TO 0 30-3(0" Gephalotaxus PLUM YEW 53 5 G,gL Panicum virgatum &WITCHGRA55 'Cape Bretsze' -,_•_,- EX. AND PROPOSED FENCE LINE PLANTING. 0 S•-� x0plik, 12 5 GAL. Spirea japonica 5PIREA -18 2 GAL. Schizachyrium scoparium LITTLE BLUESTEM 'The Blues' PROPOSED EVERGREEN TREE • ALL TREES OVER 5.5" GAL OR 6' IN HEIGHT ARE To RECEIVE STAKES WITH GABLES AND GUY WIRES SUFFICIENT TO ENSURE PROPER ANCHORING. 8 24-30" WINTERGREEN CABLES PLANTING MIX TO BE PREPARED OF 5 PARTS 5GREENED TOPSOIL I PART 3 30-31 BUXUS BOXWOOD x' PROPOSED DECIDUOUS TREE PEAT MOSS AND I LB STARTER FERTILIZER 5-10-5 PER CU. YD. OF MIX. 1 GAL. MISC. PERENNIALS/ORNAMENTAL UNLESS OTHERWISE SPECIFIED ALL PLANTING BEDS TO BE PLANTED SHALL BE U� 2 GAL. T.B.D' GRA55E5 EXISTING TREE TO REMAIN 12A DEEP OF SUCH AMENDEMENETS FOR EACH TREE, 6& DEEP FOR EACH o Q) SHRUB AND PERENNIAL. � PROPOSED EVERGREEN/DEGID. • ALL PLANTING BEDS TO BE TOP DRE55ED WITH A PH NEUTRAL SHREDDED 1; -' SHRUBS co BARK MULCH AT 2A MIN DEPTH. tJ PROPOSED MI50. GROUNDGOVER/ • ALL UTILITIES ARE TO BE LOCATED AND PROTECTED. ° ORNAMENTAL GRASS N rn 0 N N ` 1 1 a 1 (28) 2 I SAL L I TTLE BLUE STEM -- -- --- �� -- -- -- -- -- -- _ -- _ -- x (I GAL. BEARBERRY I 1 i (5) 24 50 SISERIAN G"rFRESS ° (14) 5 GAL SV\ll TGHGRA55 1 ❑ -- - -- - ----------�1 0 o ! (-1) 5 SAL ROSE -—— ——— — ——---- ------ ---- - - -- -------------------------—--- --------- -- -------- 0 — ---- v - -- - ---- - - -- - - - ---- _ - - 1 SAL L 1 TILE BLUE STEM i lu ` • , (5) 24=50" SIBRIAN CPRSS ® — } A A (5) 5 GAL ROSE 0 z ffnn — 1 (35) 1 COAL. BEARBERR`( V I �- 1 PROPOSED NON TURF BUFFER (14) 5 SAL SWITGHSRASS }- • AVERASINS 20 111 D I' OF WIDTH (� UUt • 1 �I' , a (5) 3 SAL SOLDENROD V JST 3: m 1 it 1 I! ❑ 1 II" GAL. V 1 s ! I i{ I ❑ s O VlT — O EX. p IL I, -A — 1 LOCUST (1) 30-5 " BOXWOOD (5) 5 GAL I i (2) 24-5 " BOXWOOD GOLDENROD L ! 0 r ' (12) 5 GAL it 1 = 1 ! 1; i ! ►1,! Il' ! II ❑ 5NITGHSRA55 (3) 5 GAL. !; !!I {I! ❑ U-I 1 _ SPIR�A D ;II !� II i��!' i l �'� �� j�nl 'i ❑ � , 50 56 'I'� l' I! I!I� ❑ �.�' (5) 24-50" �Eo A. 05 IANTHUS PROPOSED I I; !, ❑ SI o T ��, 1 1 ' ;I � I I! ; , ❑ BERIAN Q G°.y��'� 1 3 5 SAL. S I EA ! II i, POOL I I,! i'' o GYFRES " z ECRU I PMENT III ❑ 1 �� ;� I, ,!', 11j, � .;;I;; I1! I ; ,: 11,E ❑ � (5) 5 A AC��` ' .. 1 (3) 30-56 OSl„fANT�-4U5 I IST. .WnJ �rT.FL.Ili I l'' ❑ I' �' !I !!� I� !i,:i \ ROSE �OARD OF r:U S o3 1 - a asow. li ❑ \ O TOWN OF JUT 9 F NE y 1 1 WHITE OAK EX. -- 1 GEN. ----- O P l �\ DATE NB~IS 2OL?,-• BOXWOOD PROPOSED (2) 24-50 BOXWOOD 1 i � 1ygp Michael Sudan chltect P.G. 1 SHED LOCATION 1 (2) 10-I2 I _ - ------- -- - — = O 24-30 ' BOXWO .__ IIa34 du _ q-_� .;1.== -b- � .1 x -- _ - - CRAPE MYRTLE II " - _ _ _—[� - - 0=- \ X Center Moriches, NY 1 =I - - - -------- - - - - - - . 2 OD \ (5) 5 (SAL (631)5-74-0568 GOLDENROD BUTTAEUOCO RESIDENCE I III ' I ------------------------,- OSMANTt-tLFS 1 OSl„IANT�IUS EI ----------------------=====1' - _ \ IIG5 KIMBERLY DR., 1---- ---- --------- \ 15 I SAL. SOUTHOLD, NY Gephalotaxus _ \ ( ) I u--- __________________ ___i1 -- BEARBERR`1' (-7) 24-50" °y SIBERI,AN 1 i (5) 50-56" __= -_________________ __ ? .-_. - \ :Dec 70, Block 13, Lot 20.7 Cepha Iota xus #_______ __ ___ __ ____:_ sa—.__ -- \ - --- =_== \ (30) 2 GAL ______ ,� O CYPRESS PLEASE NOTE: 1 -= -=--=======-===== -1i= - - - \\ LITTLE BLUE STEM n -- `------ -- ---- a --- _ \ ® Information for landscape site plan (1) 30-36" BOXWOOD \ was gathered by survey (AJc Land 1 1 y Surveying, last dated 05-14-19) and (2) 2�T—50" BOXI I ZOOID \\ a architectural plans (TBD, last dated ei• x,, ii" _ ;;_'— ____—_______ _ ____- _____ =— ___ __-= 0-00-00) to be used for illustrative _ ISM-O" 5BT8AGK purposes only and as such any �ya�b — �� — — — —————— ———— ———— —— —— ———— ---- - -- -------- - -- -- -- -— ———————— ——\— —— _ _ information presented is the intellectual property of gdesigngroupllc (5) 5 GAL. \\ (2.7) 1 SAL. and not to be used without written a consent. SPIREA \ BEARBERRY �,1,3 NOT FOR CONSTRUCTION 1 � \ Scale I"=l+a'-m" \ Date 02/14/21 I — \ ®® 10/2�1/22 -- -- —=-- — —= --= =---- -- Revisions NON TURF BUTTER (I5) 5 GAL ❑ E () E LANDSCAPE PLAN (5) 8-10' COLORADO BLUE SPRUCE (5) 30-56" 05 IANTHUS (2) -7-8' CRYFTOMERIA EXISTING LENrLAND CYPRESS SKTGHSRASS .1 DRAINAGE PLAN �lrl s-2 0 5'-0° 10'-0" 20'-0° 30'-0° ((o) -1-S' COLORADO BLUE SPRUCE (5) 8-10' CRYFTOMERI A TO REMA I N (2) -T-8' CRYRTOMERIA (5) 3 8�4L. ROSE South;Ie;Tom Board of Trustees 1"=10'-0° (1) 8-10' CRYFTO„ERIA IB 5-4 2"x2" PURLINS ® 16" O.G., TYP. S.S. BUILT IN GRILL BY LYNX (OR APPROVED + EQUAL) N_ a 4" o 4'-4" II'-6" 2 1/2"x7 3/16" RAFTERS SPACED o16"O.G., TYP. r ° 14" DIA P.G. PIER FOOTING MIN. 3'-0" BELOW IE GRADE TO BEAR ON VIRGIN SOIL, TYP. @) 10 5-4 II 1 ALUMINUM REINFORCED CARRY BEAM - Cd Cd II IV:::::: 5"xll-I5/16"MAX SPAN 20'-0", TAILS TO BE oa �, �,--------------- _ SELECTED BY OWNER (TYP.) � o _ � U ®® ® ®® 5" DIA. PERMAGAST COLUMNS BY "HB4 G" We _ M W'S III ! -yjl_________'----------------------- I' THREADED ROD SECURED TO FOOTING BELOW _III m I'I III WITH TOP MOUNTING PLATE AND TO MATCH HOUSE O m 0 M4 CO " ----- --------- - - --- --------- ---7 COLUMNS IN ALL RESPECTS (V.I.F.), TYP. - cv - __.�_�. ___.._ __.w. - ' " O 11 e �� I - �� I,I 24 INK IS"THREE 42 GRILL IS" THREE m M CzzzzA4`zzzzz::_:zz=z=::___ ------ 5"5" DIA. PERMAGAST COLUMNS BY "HB4G" W/ GA INET DRAWER CABINET DRAWER 0 III I III ALUMINUM REINFORCED CARRY BEAM THREADED ROD SECURED TO FOOTING BELOW WITH - TOP MOUNTING PLATE AND TO MATCH HOUSE 11 5I xl I-15/I6I MAX SPAN 20 OII, TAILS TO BE O 10I-10 j !_ _ ___ ___ _ _____ _ I�' ---- SELECTED BY OWNER (TYP.) COLUMNS IN ALL RESPECTS (V.I.F.), TYP. 'It_______ ______ ___ _________._________________ ill OUTDOOR___—_--__---- —___ I I'I OUTDOOR S.S. REFRIGERATOR BY _- ill II1=====__= ----------- ----------- 1 ----3 2"x2" PURLINS 16" O.G. (NOT SHOWN) 2A ELEVATION II I I!I 3'-O" la'-O" 3'-0" SCALE: 211=I'-O" N (� I C----=11 ---------- --------------------------- ------------------ '-- 0 III=====___ ----------�-------------------------- ---------------- '-----��;=====7 IG O III O I I,I 5-4 = N 1{I_______J ____---__ ___ __ _ __ _ __ _ , _ Q ce i 4^111 PI"` iI Ir— �p 1 Ili —III, ..s;��_I—!I I. �• —I �I III .i 'I �I I-',+ —I —) � :�• =�I III -------__�__________________________ -----------------------"_--==7 II II = III '_ ` I I I '= III o + PREMIUM PERGOLA SYSTEM BY INTER RAFTER -------- - _ III I I TAILS TO BE SELECTED BY OWNER, TYP. J.- I I - I I I( I I — --------- ------ ----_!I!-- -- - --------- ------------------------- - - I _I.: ': I I _ .�:.,jr l = .�. I I _ .�. I _ ...,I I _ ..�! j I = dJ " _________.__ ________ --------------------__i,i_____7 I r I r;, I •r; i •r j' I • N — III O - Ill j _ " ====7 2 1/2"x7 3/16" RAFTERS SPACED MI6"O.G., TYP. 24" 24" INK 24" SLIDE m m -- COOL ----------,-------------------------------------- -----------„ B. SECTION/ELEVATION I'I GA INETHREE GA INET III -- I--- - - - - - - - -- - Ill - -- DRAWER CABINET 6AR _____________________________________ ______________________„ -7 PERGOLA COLUMNS TO BE POSTED TO NEW ►4" DIA. '�--- III I IjI P.G. PIER FOOTING BELOW, TYP. CARRYING BEAM MOUNT 10 10 -- ----------- - BEAM, TYP. PLATE, TYP. 1, II I___=I'I I---------------------------------------------------'' __-- OUTDOOR S.S. 24" BEAN. OUTDOOR S.S. 15" WINE COOLER BY LYNX {{_______ __________!---------'----------------------------------------- --- 7 REFRIGERATOR BY LYNX (OR APPROVED EQUAL) III �I �,!n________ (OR APPROVED EQUAL) ri -----__---____________—___—__ I I'I IjI 2G ELEVATION ool = III O II _� r====?1 _________________________________________________ '__=== COLUMN GAP SCALE: m IjI I!j COVER, TYP. I .. _ ._ ___________ COLUMN GAP 2 KITCHEN ELEVATIONS II II I PLATE, TYP. 5-�1 AS NOTED II II LROUND COLUMN TYP. 5'-II I A. PLAN 19"x I J" HORIZONTAL RAIL, -I 3"X3" FENCE POST lu I PERGOLA DRAWINGS (0.125 WALL), TYP. s-4 SCALE: "=I'-O" IBEAM MOUNT PLATE _ �' GONERS, TYP. I"XI" PICKETS �I \ (0.0.62 WALL), TYP. !— LO m � Az SELF CLOSING HINGE, N �— a G. DETAILS TYP.Al POST STABILIZATION PER MANUFACTURERS /1 O V RECOMMENDATIONS ��-- I -1 O J i l= 1 ,_II l I-11 ! III III=11 l l l li 3 FENCE DETAIL (� 2 - 3" THICK LAYER OF MU Ina ;' f?�:,f: •-- : :;.. .�:�;:�.'��.... .- ..�::;.��.; " •- FINISHED CxRAP)=. CO .................-:::::::::::::::::.:::::::::::::.: ':.::.::::::::::::::::•::::::: ':::::.:::.:; " : .:::::::::. MODIFIED SOIL. DEPTH P G :::.::::::::..:::.:::::::::.: -:::: ...............::::.::: ..::.. Q ::...........::':::::::.,.,.......:::::::::'::":.:'::'::':::':'::::::::.-::::::.::: :.:::::::::.::: VARIES. y J S S CIF Z E IC E PE ATIONS ' J LL FOR SOIL MODIFICATION). ROOT CROM TO BE AT FINISH GRADE OR 1-2 ABovEGRADE IT EXISTING SOIL. �9T� 036276 yO�� 2" SETTLED SECTION OF NEB LAYER OF MULCH VIEW ` •I� \ FINISH GRADE TILLED OR ,,+¢ :,y`:•',�fa.'•iy�b.'�a•.•,�.•ryT;,. \ \/ BROKEN UP SOIL MIN 12" '-::+ °: �.sf ":s f ;:y' "a:`� ' ;': +�.'•;. DEEP -.ra... e: ''. ::✓-;`'.:-; 2X WIDTH OF P:s_ Michael 5udano, Architect P.G. CxROUNDCOVER PLANTS TO BE NOTES: EVERGREEN TREE PLANTING ROOTBALL TRIANGULARLY SPACED. :�';�' ;:':.:;:r: r;:;;•.:;::;�:.: :;:;:.:;: 90 Senlx Ave t?% + +:'�• f:'- +. ?�- # . Center Moriches, NY IIQ34 I. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE ':` ": ".' "`;:a.:�.: . ;": `r` `;`' ~.`;` (631)8'14-OS6& MULCH. - ' �- AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). "" �` '" 4:v:r';r �`~+ "•:�` BUTTAFUOGO RESIDENCE PLANT ACCORDING TO ANSI A500 PART 6. 1165 KII 1BERLY DR., 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL " ' °4 - `�`�'' ' ' � •:;�' :;:' '�;' SOUTHOLD NY FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, :>"..�`:".:;': '. a` "`` - ;`;Y:;` ": '' ;>�':;`; •:'�: TYPICAL SHRUB PLANTING INDIVIDUAL PLANTING HOLE w.:.,...-:.,..w.. w.:, r.,.,..w..,, ...,..�., DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE PAVEMENT. # 'js{ "�:; ''� y '�; a '•:'�'•:# .:��'�a ; HOLE DEEPER THAN ROOT BALL DEPTH. 4'"r Ym: :w ::.;r�",.: r�`::w `, wp`, r�";. "',:. ec 70, Block 13, Lot 20.7 I. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT # �;�:� :i :�w¢ ;<' +{ 's'' •:a�{ -:• �;�_: ;�. 3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE BALL OR CONTAINER. '"�•'''�"`�-y� •''��"`�'y�'M'`~'�'a'��`�'�'��''`��~•'� �~''�'�'��`'��•� �°•"4��'Y'��~' PLEASE NOTE: WHEN PLANTING IN CLAY SOILS (MORE THAN 153o CLAY). 2. SCARIFY SUBGRADE AND SIDES OF PLANTING HOLE WHEN PLAN 4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING PLANTING IN CLAY SOIL. Information for landscape site plan THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. 3 SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL was gathered by survey (AJC Land WIDE NYLON WIDE NYLON WEBBING 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE „ = Surveying, last dated 05-14-IG) and WEBBING SURFACE OR 1-2 ABOVE IF THE SOIL IS is architectural plans (TBD, last dated OR SLIGHTLY HIGHER IF THE 501E IS PRONE TO SETTLING. NOTES: o-oo-oo 4. PRONE TO SETTLING. ) to be used for illustrative ROOT CROWN AT ROOT GROWN AT 6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND I- SEE PLANTING LEGEND FOR GROUNI7GOVER SPECIES, SIZE, purposes only and as such any 5. IF CONTAINER GROWN PLANT GENTLY SLIDE PLANT OUT OF FINISH��• FINISH6RADE, STRAPS FROM AT LEAST THE UPPER I/3 OF THE ROOTBALL. AND SPACING DIMENSION. information presented is the J OR I-2"ABOVE CONTAINER. DISTURB THE ROOTS. II intellectual property of ci lesigngroupllc GRADE `� GRADE 7. BAGKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR 6. IF BBB PLANT REMOVE BURLAP FROM AT LEAST THE TOP 12 2- SMALL ROOTS 614 OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A and not to be used without written � BROKEN UP. DO NOT ADD AMENDMENTS TO THE B,hGKF I LL SOIL. consent. 2"x2"WOOD STAKE AT w� 2•x2"WOOD STAKE 0,= AMEND THE SURFACE WITH MULCH. INCHES OF THE ROOTBALL, WITHOUT DISTURBING THE NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE * ~0 8. USE THREE 2 X 2 WOOD STAKES DRIVEN INTO UNDISTURBED ROOTBALL. REMOVE ALL CORD ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE NOT FOR CONSTRUCTION OR BELOW GRADE AT W " '� 7. FROM THE TRUNK. REMOVE BURLAP AND WIRE BASKET (IF TIME OF PLANTING. ROOTS ON THE PERIPERHY CAN BE OR BELOW bRADB MULc�rn��'�of SOIL A MINIMUM OF 16 INCHES. SPACE STAKES EQU,4LLY AROUND �2 2'SETTLED LAYER PRESENT) FROM THE ROOT BALL. REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL Scale I"=1G'-0 \-/-,- oFMULCH � y THE TREE. I� 8. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE SHAVING CONTAINER DETAIL). TILLED OR BROKEN UP q. ATTACH 5/4 NYLON WEBBING TO CONNECT THE TREE TO STAKES. Date 06/10/21 SOIL MIN 12"DEEP SOIL BROKEN UP OR TILLED. WATER TO REMOVE AIR 3- SETTLE SOIL AROUND ROOT BALL OF EACH TILLED OR BROKEN UP FINISH GRADE ,— , �\/ ATTACH WEBBING AT 1/3 THE TREE HEIGHT. &ROUNDGOVER PRIOR TO MULCHING. \ 'SOIL MIN 12"DEEP \ \\`\�' ��i �j\ POCKETS. DO NOT ADD AMENDMENTS. y� Revisions FINISH GRAPE \/\i \ ID. APPLY A 2-3 (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH ci. PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TO A h-!� TO THE PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE DETAILS X WIDTH OF 2x WiDTH OF ROOTBALL TRUNK FOR AIR CIRCULATION. (SETTLED) DEPTH OF I TO 3 INCHES. D �____... 2 ROOTBALL 11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN , LIMBS ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A500 SPECIFICATIONS. 5 TYP. SHRUB PLANTING: INDIVIDUAL PLANTING HOLE 6 TIP. PERENNIAL PLANTING 4 TIP. EVERGREEi�I PLANTING 4 TIP. EVERGREEN PLANTING 12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO 5-4 SCALE:N.T.S. S-4 SCALE:N.T.S. WRAPS SHALL BE PLACED ON TRUNK. S-4 SGALE:N.T.S. 5-4 SCALE: N.T.S. snutholdTrnrn Board of Trustees 56" HIGH RAILING d SUARDRAIL W/ SPINDLES EL.+12. EX. COLUMN TO 11 a 4" MAX. SPACE BETWEEN, TYP. REMAIN, TYP. a-10 8-O 7-O 12-0 ( I COMP051TE COMPOSITE General Attachment of Ledger Board to Band Joist or Rim Board + o S PS TO GRADE STEPS TO GRADE r, a '-0' '-0' 1-V '-0' V '-0' V " I I'-O" ' TO CODE,TYP. remove sidingat ledger FLASHING SHALL BE INSTALLED AT WALL AND EXISTING HOUSE (V.I.FJ � TO CODE. SEE exterior sheathing g - - - - - - - - - - - - - - DETAIL X/5-5 prior to installation ROOF INTERSECTIONS;WHERE EVER THERE 15 A c - - - _ CHANGE IN ROOF SLOPE OR DIRECTION;AND -y % existing stud wall a threshold carefully flashed and AROUND ALL ROOF OPENINGS. FLASHING SHALL b TYP. ,M II I caulked to prevent water intrusion BE CORROSION RES15TANT(MINIMUM 26 6AU6E) a `~ DECK CHANNEL DRAIN, ( - existing 2x band joist y - 5 -- EL j 1 - continuous flashin ALL EXPOSED FASCIAS 4 TRIM TO MATCH EXISTING N lD _ - or 1' minimum g IT with drip edge O EWP rim board g co _ I �� J ALL VALLEYS CHIMNEYS SKYLIGHT'S EAVES AND P.G. CELLAR ACCESS - - -t = l!1 deck joist RAKES TO RELIEVE "STORMWARD" LEAK BARRIER STAIRS W/PAVER LANDING. - - I ,'I „g _ O ., j I EX. GEN. DETAILS ON PAGE S-X - ---- I _ - i -_. _ _ ° ' - 2 min. BY "GAF" OR APPROVED EQUAL. AT ALL EVES # a - _ = co - 10 T RAKES.EXTEND UNDERLAYMENT 24" PAST THE INSIDE ,� _ _------- 1-5J8"min. THE EXTERIOR WALL LINE OF THE BUILDING. M _ IPE WOOD DECK. SEE - t = 5"max. POOL COVER VAULT O - - - -- g DETAIL '' " " "' '"'' 1/2"diameter la BLUESTONE „ - _ _- - _-- -- 2 min. 4 O ASSEMBLY. COORDINATE � 2xfloorjoist, screws or Q GOPPIN6, TYP. BLUESTONE - ---- -- -- - --- - -- - -- -EL.+8.5 W/ MANUFACTURES SPECS __ - - -- - -- -- -- -- - -- - - woad I-joist, through-bolts with COPPIN6, TYP. --- -- - - -- - - crAtPGWT washers , through-b !y 4'-4' 36'-O" - L-joist 12'-0" 24'-0" -- _- -_ _ foundation wall 2x ledger board; must be greater _ _ _ existing -- -- -- - -IPE HOOD-IX6-DECKIN6 - -- --- - - --------___-- --- cV or equal depth of the - than to the -- -- -- - --- -- --- -- r than the --- - - --- _ - -- -- -GOMP051Ti= STEPS TO -- - - ---- - -- - ---- -- - -- --- ---- - -- --- --- - - ------ - - - - depth of the ban joist deck joist an no greater r--i Granny TO CODE.-�t=t= O e t d 'o' - O N m - - - -- --- --- - ----- ------- -- - -- -- - - -- - -- -- - - -- -- - - -- - -- - - --- --- - --- --- - SCALE:R/BOAO D — -------- -------- I ---- ----- -- - - - _._.. - - - ---- - --- - --- - - - - - -- - - - -- -- - - - -... - -- 3yi cw, DG DETAIL --- --- -- ----- -------- ----- - --- --- ---- - _ ---- --- - -- - ---- --- - - -- 0 Install Simpson 5trong-Tie ® o - - - -- - - O -___ - 5D5 wood screws wlth a44 - hex head driver, 5D5 Floor sheathing + - --- - - - -- ® �N diameter nailed at 6'max o -__—_— screws Install best with a low ------ - - - - --- -- ------------------- --- -- speed high for ue drill N - - - - - - ---- e - I/� 1�� Hrod witthreaded outs ter holdo�wnoist o R311'/BHandralls BENCH - f treads flight A standard cut washer ri and washers N Handrails shall be provided on not less than on - ---- -- - - - - - -- - - - - - - - - - run o rea s or g ----- - Installed side of each continuous r II h (provided) must be install a - sIIIh g ortflnuou In . with four or more risers. ---- between the nut and the ) ® d (per code),not shown ----_____-- DTT2Z seat. a - -- I R312 I IWhere required -- - o 0 2. _- - - - - - ____ Bolt holes shall be a minimum 0 0 0 0 I6'X46' POOL Guards shall be located along open-sided 8'X8' - ,� 0 0 0 - - - - - " to a maximum ' larger o 0 0 0 ---- ------ - ---- --- ---- - % landings, that are Including more than 30anches SPA --- than the bolt diam�eter.g ��• �� ---- - - - --- ------- -------- -'---- ----- ---------- --- -- lands ms, measured vertically to the floor or -- - - ---- -- - - - - - - - --- - -- --- - - --- - - - grade below at any point wlthtn 36 Inches de mm) horizontally to the edge of the open side. DTT2Z 2g) - -- -- ------ - - -- - ----- - - O Insect screening shall not be considered as a = _ (Solidox borstDIst DeckTANNING LEDGE ------- joist �' - - - ----- - 1PE WOODIX6-DEGKINr-_ - --- - ----- - guard. ----- O O --------------------- ----- -- - ----- NOTE. N -- - - ------ ---- - _ - _ _ - --- -- - ---------- ------ I Anchor STAIR $ RAILING. (MAX. RISER HGT 5-1/4" t MIN. -- Model No. CL Fasteners DTT2Z Installed as a Lateral Connector for a /} - Dia. --- - - -- ----- ----- --------------------- -------------------------------- TREAD DEPTH SHALL BE -I") MIN. HEAD ROOM - ----- Deck-to-House Lateral Load Connection ---------....-- --- - -- -- - - ----- --- -------- - -- ---- - - - ----- - v -- - 1> DTT2Z 13/16 1/2 8-SDS /4 x1/2 For information on this connection and - - - - - --- ---- - 6-8 . HANDRAIL ON AT LEAST ONE SIDE OF " + " � " , installation instructions,see technical bulletin _ STAIRWAY. HANDRAIL HEIGHT NOT TO BE LESS T-DECKLATLOAD(available at www.strongtie.com). --- - ------ THAN 34" $ NOT MORE THAN 36" ABOVE STAIR Z _-________ 1.vindicates connector is available in stainless steel. TREAD NOSING. HANDRAIL SHALL HAVE A Replace Z In model number with 55 when ordering. --- --- - - - - _-- - _- - - -- 2 - and T-DEGKLATLOAD for Refer to T GRDRLPST PERIMETER DIMENSION OF AT LEAST 4" 8 NOT -- - -- additional information. GREATER THAN 6-1/4 W/ A MAX GROSS - ----- 4 DECK TENSION TIE ------------------- __- COMPOSITE STEPS------ ----------- _---- ---__._-_ _ -. -. SECTION OF 2-1/4". -------- D20 DTT2Z Deck Tension Tie -.. . ---- -- 5-5 -- --- --- SCALE: N.T.S. _ -- TO G RP.DEi-TO GORE.--- - --- ----------------------- -- 7- A ----------- - -- - O -- ---- -- - - - - - -- - - - -- - ---- -- - -- -- -- ----- - - -- - L.+°: 5-- -- -- - --- - - - -- - - ry DETAILS FOR MORE INFO SPINDLES ® 4" MAX SPACE BETWEEN E 4 - -- --- -- -- - - -- -- ---- -- - -- -- ' -- ----- -. .. _ . - - ml - -- - -- - - - -- -- ------ -- -- - --- ----- -- --- - - - -- -- ---- -- -- --- ------- ------ - --- --- -- ---- --- - -- - -- -- --- - --- --------- ------ -/ _ - - - ------ --------' - - - v `� Qz4'-4" 12'-0" EL.+7.0 = e „ 13•+b•15 , „ , „ BLUESTONE COPPING, TYP. V IPE WOOD IXS TRIM IPE WOOD STEPS 2 -O 46-O 4-6 -74'-5" O NEW DECK TO BOARD, TYP. ! ' E I DECK PLAN 6 (6R-?", 5T-12D") LATTICE TO MATCH EXISTING ONE TYP. 1 . 1/4"=1.-0" g-5 TA.EX.M P/T WOOD 5/4"xb" DECKING, TYP. �! it O - IPE WOOD STEPS TO GRADE TO lu I i� II 1.1-1 CODE (3R-6", 5T-1219 '7-10" TIE NEW FND. WALL INTO EXISTING DECK TENSION TIE BY W/ #5 BARS 12" LON6 DRILLED $ m SIMP50N "DTT2" TYP. OF 3. ( GROUTED W/ HIGH EPDXY RESIN. ® I I n O — - = SEE DETAIL 12" O.G VERT. (TYP) EX. DECK ABOVE (V.I.F) _ OL T.O.NM IXCK V �- - - - - - - y - - � �, V ttl 8I 1'-0" LU GD6068L- I O EX.AVB2A6E 6RADE _K ✓' ,u n, ;:X -., y,._..� . -._.,-. ._,.m..,': 1�. .-.- '`, _ _'� ,.w. . — ,.-- /T 2X12 LEDGER BOARD I EXISTING HOUSE ( 1 P 2X10 LEDGER BOARD TI - . '4 1.,F IL i-1 - FOUNDATION WALL FOOTIN6 TO REMAIN (V.I.FJ = I I ct = t _ 5 EVAT COMPOSITE 1"xb" D P/T 2x10 LEDGER BOARD dJ --- - EGKING_ EL ION SECURED TO HOUSE W/ I/2 DIA. I I I :... _ _.I- �' " P/T 2XIO LEDGER BOARD SECURED TO PERGOLA COLUMNS TO BE POSTED TO NEW -- ----_1 -O HOUSE W/ 1/2" DIA. x 6" LONG 6ALV. LAG x 6 LONG 6ALV. LA6 SCREWS I I I. 2x8 P.T.D.U.® 12 O.G. (TYP) 14" DIA. P.G. PIER FOOTING BELOW, TYP. ' I SCREWS ® 16" O.G. STAGGERED (TYPa 5-4 FOR MORE INFORMATION a 16 O.G. STAGGERED (TYP). - --- -- --1 H2.5Z ® EA JOIST (TYP) m SEE DETAIL cl/AI _ P/T 2) 2XIO ':............ ... .. _,.—' 6ALV. JOIST HANGERS SIMPSON STRONG-TIE COMMON 4-IN I BMI (2) 2XIOH2.5Z ® EA JOIST (TYP) EA. JOIST ( P.) EXIST. TYP TY EDGE OF DECK ABOVE, TYP. X 4-IN ZMAX WOOD TO CONCRETE P/T (2) 2X10 HOUSE (CAST IN PLACE) BASE 6-6 20-10 5 10 51MPSON STRONG-TIE _ l COMMON 4-IN X 4-IN MODEL #P544Z ON 12 DIA P.G. PIER _ 4 THICK P.G. SLAB "AVER LANDING I �p I ZMAX WOOD TO t D II -6 FOOTING MIN. 3'-0" BELOW GRADE 't P/C CONCRETE FLOOR DRAIN TO DRYWELL I I - •(� A TO BEAR ON VIRGIN SOIL. (TYP.) - I CELLAR ENTRY STAIRS EXISTING DOOR TO BE REMOVED AND CONCRETE (CAST IN --- - �(T=�-1 TT== =m=rT" �5 T -O 8-O 8-O I j (SR='1.05", 6T=12") REPLACES W/DOOR5 BY "ANDERSEN" I _ PLACE) BASE _ =III=III- ... =I I-�((- =•' �C? G /� /l I MODEL #PB44Z ON 12 O i- - • _ -� Q 1` O I o (400 SERIES) MIN. PF50 RATING (TYP) U j DIA P.G. PIER FOOTING SIMP50N STRONG-TIE _. -! �I I fj y I %v VALUE =.30 SHG=.31 I _� COMMON 4-IN X 4-IN ZMAX m _ t POOL FOUNDATION WALL N I MIN. 3-O BELOW :-` I -I (- :I ,:'•• --- .. - ---- ---- ® TYPICAL FOUND. CONSTRUCTION: I WOOD TO CONCRETE (CAST IN - _ :• , * O --- ---- -- ---- _ -- ------- ------ _ 4" LEDGE FOR LEDGER TO I GRADE TO BEAR ON I I i-I `"Y"' - -III= Ar 1 Z7-P/-�27 2X10 P/T�j2Xl0 r` P/T ( 10 P/T (2) 2X10 PFf 2 2X10 A 8 POURED CONCRETE WALL KEYED TO PLACE) BASE _ SIT ON (TYPJ SEE 1/5-5 I I VIRGIN SOIL. (TYP.) , • , I6 x8 DEEP POURED CONCRETE MODEL #P544Z ON 12 DIA I O I� I I Ii-j I I I j I-)I(=1 '( EXISTING FOUNDATION WALL I ei I POOL DRAWINGS FOOTING REINFORCED W/ (3) #5 REBARS I P.G. PIER FOOTING MIN. 3-0 O PERGOLA P.G. PERGOLA P.G. I _ o I I i PIER, TYP. PIER, TYP. � ry x CONT. IN FTC. (TO BE MIN. 3'-0" BELOW I I BELOW GRADE TO BEAR ON '9 036276 Q` m ' :-;?b I P.G. POOL WALL, TYP. ��. .�0 ® GRADEJ I I 4" THICK P.G. SLAB a VIRGIN SOIL. (TYP.) OF NEB -- - -o - - -- - ---- - - `r l P/T(2)2XIO SEE POOL DRAWINGS ON P 2X10 LEDGER BOARD P 2X10 LEDGER BOARD P 2XI0 LEDGER OARD BOTTOM OF STAIR :i P/T 2 2XI0 - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - STRINGER, TYP. PAGE 5-6 w., .v y �,t ,.`lr.v D �- BM2 `�: .r:y SECTION 1/4"=l_0l, F P/7 2XIO LEDGER BOARD SECURED TO n "_ I P/C POOL WALL W/ I/2 DIA. X 6 LONG :�:r -•' µ°•: �^-^�:.:.ti'_ '" 5IMP50N STRONG-TIE TITEN HD x _ �-- `' Ar CONCRETE ANCHORS @ 16" O.G. Michael Sudano, Architect P.G. STAGGERED (TYP). SEE DETAIL cl/AI 4 y I I q0 Senlx Ave, BMZ , °�1.°5"W11CrE a handrail 13 lnStalEGd on one 51dC And ZT '4'- ---� Center Moriches, NY 11154 I I I aM. : ,r, j I where handrails pre provided on boat aides, f I (63U 45 -0565 P/T_(2) 2X10 _ P/T (_2) 2XIO_ P/T (2_) 2X10_ SIMPSON STRONG-TIE COMMON 4-IN X 4-IN -�' `' ZMAX WOOD TO CONCRETE (CAST IN ` r `'' I I I Handrail hcI ht- "' _ '; , i �4-SB fromtho (XT 11 BUI 65 KIi IBERLY RESIDENCE + PLACE) BASE MODEL #P544Z ON 16" DIA '-` `_ :�s;. j I I NOTE: top of the nosln#to the top of•thi-, SOUTNOLD NY P.G. PIER FOOTING MIN- 3-0 BELOW GRADE r;;; , , ,y, I I OWNER RESPONSIBLE FOR ORDERING rail i i TO BEAR ON VIRGIN SOIL. (TYP. ®6) ::;; �~ SOIL TEST TO CHECK FOR BEARING , ( I 6'-10" 6'-10" 6'-10" ' I'-4" ', I �-°_- I I - CAPACITY OF SOIL AND WATER TABLE Ope l I I I ^�., -/ r Nngs shall riot allow i I j I ry LEYEL. 4inche6ormoreln 1 11 ec 70, Block 13, Lot 20.7 0i paeaaao of a sphere I I I POOL COVER VAULT, COORDINATE P/T(2) 2XI0 I I I - diameter I PLEASE NOTE: CONTRACTOR TO RE-GRADE EXISTING =' W/ MANUFACTURE SPECS =z _ I I EARTH. PITCH AWAY FROM THE HOUSE. ( SM2 MAINTAIN MIN. b" CLEAR FROM BOTTOM All trealig must be equal t I Information for landscape site plan _ P/T_(2) 2X10 _ P/T (2) .2XIO P/T (2_) 2X10 SIMPSON STRONG-TIE COMMON 1 I I '' ' OF NEW SIDING TO GRADE. Type 1 fiandragE In depth and cannot be kss I i I was gathered by survey (AJG Land 4-IN X 4-IN ZMAX WOOD TO I thin 10-t/8"k1 depth Or 9" ( Surveying, last dated 05-14-19) and - CONCRETE (CAST IN PLACE) BASE I I CONTRACTOR TO VERIFY EXISTING FIRS p I I I I architectural plans (TBD last dated ...`'• ' .. 14.. MODEL PB44Z ON 12" DIA P.G. I Nandrall5 with a j I I clrculareross 6ect1011 If the riser Is open _ # FLOOR WINDOW HEADER SIZES. MIN. SIZE 1 1 ) ,� purposes only be and d as such illustrative Y, PIER FOOTING MIN. 3-O BELOW 14� TO BE (2)2x6 U.N.O. j 1 p 1 GRADE TO BEAR ON VIRGIN SOIL. j I I t-114'Mlnlmum No5ings ru Wed on treads I I I ( information presented is the dlarnow-2 j intellectual property of gdesigngrouplic (I YPJ NOTE: lcs3 than 1P in depth i 5tringcr IN - Maximum diameter and not to be used without written 1 I ® I 1 I EXTG. WALLS TO BE REMOVED ca consent. I PERGOLA P.G. Q PERGOLA P.G. =� O 1 �� EXTG. WALLS TO REMAIN 2.11�}'Maxlmlam _ fr 1 Non-,circular Handrall I ( Open rlaere arc perrnttud, NOT FOR CONSTRUCTION t- =!r -ti_ �:.: _ . ��::: _._�.,.._..<: •_,. .>. �, a risers must be equal ER TYP. PIER TYP. ...:..� ..- x...-:-•. .. . .. __;•�, .,.� ,.�.•,... PI T L.` ;. _ _ _ 1 NEW CONSTRUCTION provided that she opening Parlmeter k Min. 8 �_' - - - - - - - - - - In height and cannot I 8 BM2 /• P/T 2X10 LEDGER BOARD I P/T 2X10 LEDGER BOARD P/T 2X10 LEDGER OARD o o O 6.1/4 Max Riser between treads dos not Scale 1 -1� -m BEARING WAL exceed 91/4 in t hcieh -•, ,,,•►. �t-t -gasbaec f (For 2-xe hIYS 315,2) " y_q ate 03/15/21 -�~' _ :._;;r' T— i ch• amc he I ► - ,< .,,:_:... .,, a o a o x I NEWPc G FND. WALL ----------------- I I'-6" - I I I F = I I ry BMI - BMI 1 evisions I Xr® I I ® I I I I (Continuously sheathed wood structural panel "t•"j': ."-`'"�' .?; . P/T_(2) 2X10 F/T (2) 2X10 / P/T (2) 2X10- - -P/T (2) 2XI0-,, ' _P/T (2) 2XI0- P/T (2) 2X10_ - P/T (2) 2XI0 - P/T (2) 2X10 - P/T (2) 2X10 = P/T (2) 2XIO = -_ FASTENERS 6" EDGE 12" FIELD - _ ,. ./-- - - - - � - - - - -1 STAIRS DETAIL NOTE: DEG1G DRAWINCxS 2/ 5'-Q" 5�_a ��_5�� -l1_O11 T_011 -T�_O� -�1_O -1'_O1 71_O11 4�_� 3�_7 /I 1/4"=1'-O" WOOD STAIR d RAILING. TO BE SELECTED BY OWN R ( X. RISER HGT 8-I/4" MIN. TREAD DEPTH SHALL BE q") MIN. HEAD ROOM '-8". ANDI;IL "N T LEAST ONE 51DE OF STAIRWAY. HANDRAIL HGHT NOT TO BE LESS" (iI4" 4 L 4" THICK P-[ 4 THICK P.G. SLAB ® BOTTOM 74 5 NOT MORE THAN 56" ABOVE STAIR TREAD NOSING. NDl;z.Ai H �AVE'A OF STAIR STRINGER, TYP. OF STAIR STRINGER, TYP. PERIMETER DIMEN51ON OF AT LEAST 4" 4 NOT GREATER THAN 6-1/4" W/A MAX 6 CROSS SECTION OF 2-1/4". 2 DECK FOUNDATION FLAN 5-5 CODE INFORMATION POOL CAPACITY ENTRAPMENT FROTECTION FOR SWIMMING FOOL SUCTION OUTLETS 2020 Residential Code of NEW 'PORK State (publication date: November 201cl) A6106.1 GENERAL. SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR a SIZE DEPTH VOLUME (CU. FT.) CAPACITY (GAL) SPA. SINGLE OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM GLEANER SYSTEMS, OR OTHER SUCH MULTIPLE SUCTION .. R 2020 Plumbing Code of NEW YORK State (publication date: November 201q 2020 Building Code of NEW YORK State (publication date: November 201cl)201cl) OUTLETS WHETHER ISOLATED BY VALVES OR OTHERN15E SHALL BE PROTECTED AGAINST USER ENTRAPMENT.2020 Mechanical Code of NEW PORK State (publication date: November 201cl) I6'-O"x46'-O" 3.a'-7.8' 2353.E 24,a00CU ) AG106.2 SUCTION FITTINGS. ALL POOL AND SPA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT c 2020 Fuel Gas Code of NEW YORK State (publication date: November 201q) CONFORMS WITH AN51/A5ME A112.Io1.5M OR A 12AX12o DRAIN GRATE OR LARGER OR AN APPROVED CHANNEL DRAIN CU � 2020 Fire Code of NEW YORK State (publication date: November 201Q) SYSTEM. EXCEPTION: SURFACE SKIMMERS 2020 Property Maintenance Code of NEW YORK State (publication date: November 201q) DO M-.5 2020 Existing Building Code of PIEW PORK State (publication date: November 201clA6106.3 ATMOSPHERIC VACUUM RELIEF SYSTEM REQUIRED. ALL POOL AND SPA SINGLE OR MULTIPLE OUTLET o 2020 Energy Conservation Construction Gode of NEW YORK State (publication date: November 201,51) CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS N 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("ASHRAE 410.1-2016") „ LOCATED THEREIN BECOME MISSING OR BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE a IGG All-i.1-200a Accessible And Useable Buildings And Facilities With The NYS PROP05EDIy Adopted Accessibility Sign 1 -2 I -2 6 APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOW5: �—i2" BLUE STONE COPING I. SAFETY VACUUM RELEASE SYSTEM CONFORMING TO A5ME A112.14,VIXT, OR f DECK ASSEMBLY. SEE 2. AN APPROVED GRAVITY DRAINAGE SYSTEM O DECK DRAWINGS ON 5-5 � TABLE R501.2(I) AG106.4 DUAL DRAIN SEPARATION. SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O O rY -_ A MINIMUM OF TWO (2) SUCTION OUTLETS OF THE APPROVED TYPE. A MINIMUM HORIZONTAL OR VERTICAL WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD 2)-#3 CONTINUOUS a DISTANCE OF THREE (5) FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS SHALL BE PIPED 50 THAT WIND UNDERLAY- LIMIT OF 4 POOL BEAM WATER 15 DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR GROUND SPECIAL SEISMIC FROST WINTER MODERATE AIR MEAN SPEED TOPOGRAPHICAL BORNE MENT FLOOD _ PUMPS. A6106.5 POOL GLEANER FILTERS. WHERE PROVIDED, VACUUM OR PRESSURE GLEANER FITTING(5) SHALL BE SNOW (MPH) EFFECTS WIND DEBRIS DESIGN LINE DESIGN REQUIRED HAZARDS NAVE FREEZING ANNUAL a ° 500P51 CONCRETE LOCATED IN AN ACCESSIBLE P05ITION(5) AT LEAST 51X (6) INCHES AND NOT GREATER THAN TWELVE (12) INCHED LOAD REGION CATEGORY WEATHERING TERMITE TEMP INDEX TEMPco REGION DEPTH ACTION = d _.I (!Ii BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE 5KIMMER(5). MODERATE a ORM BY "STEELTEX", N T 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY 11 YES NA NA bla 52.1 DEG. -I I "MASONITE" OR 5/8" °. ° a -I I!�l i PLYWOOD FENCE NOTES: N POOL FENCING SHALL COMPLY W1TH SEC AG 105 OF THE NYS RE51DENTIAL BLDG. CODE. M 3 ®q"O.G. EACH ALL POOLS SHALL BE COMPLETELY ENCLOSED BY A FENCE AND ALL FENCE OPENINGS OR POINTS OF ENTRY WAY w -III= I I=III=) S. 3,500P51 CONCRETE INTO THE POOL AREA ENCLOSURE SHALL BE EQUIPPED WITH GATES. o 4 '-O" -)I(-III-!I(—II(-i I I- - =I i(- POOL GATES SHALL SWING OUT AWAY FROM POOL. ALL GATES SHALL BE EQUIPPED WITH SELF-CLOSING AND N , 41 °6" El MI I I=i I I-III-III--I(I i OMPAGT SUBGRADE SELF-LATCHING DEVICES PLACED AT THE TOP OF THE 6ATE5 AND ALL 6ATE5 SHALL BE LOCKED WHENEVER ci i((=III=i I I=I I!=III=I i(=III=1 I I- It PROVIDE THE POOL IS UNATTENDED. POOL FENCE TO BE A 4'-O" HIGH N " 2'-2" ' S'_O" I' OI" O" 3q'-O" 1 1 1=I 1 I-I 11-1 I I-I I I-I I I-I I!-� FORMWORK FOR \o -III—I 11=III—Ili—I 11=III—III—III- CONCRETE WALL &ENERAL NOTES: 4. 1' o" a'-oil OUR a ° .I I=1 11=1 11=1 11=i 11=1 11=1 11=1 11=1 P 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 EX15TS WITHIN 6-0" BELOW GRADE, SPECIAL DEWATERING FACILITIES WILL I a I I I!I I!—I 11=i I I—I i 1=III: BE REQUIRED. y� = r _ _ _ _______________ _________________________________ a =I 1=I 1=i I I=I(I=)(I=1 I I= 2. NO SURCHARGE ALLOWED WITHIN 4'-0" OF SHALLOW END AND 6'-O" OF DEEP END. L------------ -- ----------------------------------- — — — — — — — — i la L— — I —1 _ ..�R'� �f4+ T� �..•3+rr R'.�:TC ^Ty.' T..AO't.. !e �.T r.-{ay..r!�+�].•S'r!..+.r T.�r•.r.T ..--.--••- --•--•--•—. z.. �-.�.=�..T. - ..�� ..�, . �..�.� - - I I I—III—I 1 I—III—III—III—III. Lr L - - 3. THE PNEUMATICALLYP_<..1.- A P IED CONCRETE G- L UNITE SHAL BE A 14 X- - L I WITH A MAXIMUM- M M OF 5.5 A N F A:;..�:�-��• � ( ) G LLO S O W TER PER Y' — N - 171, - I = - — — — — — II—III—III _— — III—III—III III- - - SACK OF- - - - CONCRETE. �.. r4 ..Ill Yf r ,•` _dn 11J W + ,4 I _= II—II1=1I I=II I=I II=I I I 4. THE REINFORCING STEEL SHALL BE INTERMEDIATE GRA1�E BILLET STEEL WITH THE MINIMUM LAP OF 30 BAR DIAMETER. 'III I I I_I I I—i BENCH I I I-III-III-III-)I III-i I I=III-III= 5. POOL WATER SUPPLIED BY OWNERS GARDEN H05E OR FILL SPOUT A5 REQUIRED TO KEEP DURING FREEZING WEATHER. III—III—III—III—III—III—III—III- rF,. 1 ;- In In In 111 I PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HR5. 6. FILL SPOUT TO BE I GOOSENECK WITH A 12 AIR GAP BETWEEN SPOUT AND POOL WATER LINE. Ift � 1;;; i1I PROP. SPA NOTE: EACH RESIDENTIAL SWIMMING POOL INSTALLED CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DEGEMBER 14 2006 I r;, „ :a I I. WALL SHALL BEAR ON UNDISTURBED SOIL. UJ I AND EACH COMMERCIAL SWIMMING POOL INSTALLED, CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DEGEMBER 14, 2. ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. > j � , "• 'i i 2006 SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM WHICH: , il_I v 16'X46 y, I j `<i I _ O 4 FOOL Y BALL DETAIL A. 15 CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AND AUDIBLE ALARM WHEN IT DETECTS A CHILD f-_ z PROPOSED POOL ' �0 I ...I O � - ;;>, ..;;-.: ;• a:=,., . wt I O �p n_ ,i ENTERING THE WATER 3/4 -I -O B. 15 AUDIBLE POOLSIDE AND AT ANOTHER LOCATION AT THE PREM15E5 WHERE THE 5WIMMIN6 POOL 15 LOCATED z G. IS INSTALLED, USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS I `j O DUAL MAIN DRAINS ;i I NOTES: D. 15 CLASSIFIED BY UNDERWRITER5 LABORATORIES, INC. (OR OTHER APPROVED INDEPENDENT TESTING LABORATORIES) TO { Q i.,� W/STRAINER (VGB SAFETY ls� i THIS IS TO CERTIFY THAT THE CONSTRUCTION OF A 5WIMMING POOL REFERENCE STANDARD ASTM P2208 ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS, A5 ADOPTED IN 2002 ACT APPROVED DRAINS) �� I ON THE SUBJECT SITE WILL AND REQUIRE SPECIAL DRAINAGE. AND EDITORIALLY CORRECTED IN JUKE 2005, PUBLISHED BY ASTM INTERNATIONAL 100 BARR HARBOR DRIVE, WEST I �r•;,. CON5HOHOGKEN, PA. IcI425; AND I''~' ►; 0 THE POOL WILL BE FILLED BY A DIRECT I" FILL SPOUT PIPED FROM E. 15 NOT AN ALARM DEVISE LOCATED ON PER5ON(5) OR WHICH 15 DEPENDENT ON DEVICE (5) LOCATED ON PERSON (5) I� 5-4 THE HOUSE W1TH CONTROL BY A GATE VALVE AT THE HOUSE. THERE 15 FOR ITS PROPER OPERATION I l'" Ili ., ■ 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 f■■■',,�■■ sex I: _4 I BETWEEN THE FILL SPOUT AND THE POOL. THE POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE 5WIMMING �► [ I POOL, ORE THAN ONE POOL ALARM SHALL BE INSTALLED •L I THE POOL WILL BE CONSTRUCTED PNEUMATICALLY APPLIED STEEL M -, _ .. :..�• .. .. .. -. • r... .'...:.:. •�....,.. ..,r` e.,.. .... �.. ......n. .�.e. 1.....,c ..........-'a-...T- .`,t t..r.... -• .n._..... -. �..:»^.' �.r. ik...:'..-�._�.:.-�.,•r.V 11 r. t - _ Y .. .- ., ..5...... •. �•_.+ .. -. �.. .. .-...r..:.1 ..-..,.. ...y>�...:..•-.... .T� ..a+: l<.•. .:..a.....,",. .�:.:. .,.,.-.<._. .i.-... .. f.r..., - a..... :_.1, r ...,,. .�F.... ..♦ :..... - -4.-. i I h, r c4..r -r.. ... ♦ r .. ,-- .. .. ,..�.. ♦ .,.. : ..._.. • ... .. -1'...... il.t.. `..• ...w c-,,,_n_sJ .:-. ,,,. .<+..<.t........r,< ..,. r•!,<t TT.<.re.4....-...r.. r.m .S•i-':S a:..r.a.lrt _-�e.♦ �AF•'�,;,`<.�..��j:L:..•�.�,J:rv��'�.:.a�.+.:--��r-'-+�+�•�•�..�_.'..-_=��_=_.-.��=�.-_—___•—_-"_--.',�'—�v�'_..��.•�—'�-...�:�4..+1.��'��L��'3J.++ir'•.++.:'.�:•+•��Y�.`v'�:...�..�:.�L•-.`:' ..a i*�!�1+L''—C:.•3.Y'��..:..`..ri'"-•i••�v�1F�•�+.::1u°�:."-':.� I REINFORCED 5000 PSI CONCRETE AND THE POOL WATER IS DESIGNED "ALL WATER EITHER OVERFLOWING OR EMPTYING FROM THE POOL SHALL BE D15POSED OF ON THE OWNER'S LANDP" {•...,� r------------------------------------------------- ------------------------- ---------------------------------------- -- -----� TO BE CONTINUOUSLY ROUTED THROUGH THE FILTER AND O ` 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 n lu FILTER WILL NOT INTERFERE WITH THE PUBLIC, WATER SUPPLY. THE UPON THE PROPERTY OF ANY ADJACENT PROPERTY OWNER."o 0 ^ EXISTING SANITARY FACILITIES, NEIGHBORING PROPERTIES OR PUBLIC u „ I I -4 , , HIGHWAYS. NO LOUDSPEAKER DEVICE OR EQUIPMENT OF ANY KIND SHALL BE INSTALLED OR USED IN OR ABOUT THE 5WIMMIN6 POOL 3-6 -O 'OR POOL AREA UNLESS THE SAME SHALL BE MUTED 50 AS TO PREVENT ANY NOISE FROM BEING HEARD BEYOND THE 7 q-a q-O 6-8 2 2 � — O ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH REQUIREMENTS PROPERTY LINES OF THE OWNER'S LAND."A ® 0 OF"THE NEW YORK STATE BUILDING CODE, LATEST EDITION. ■f1 TO BE CONFIRM WITH POOL COVER MANUFACTURE THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSION AND "PROVIDE SUCTION FITTINGS AS PER AG 106.2"A ® CONDITIONS IN THE FIELD BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE THE NECESSARY COORDINATION "PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM AS PER AG 106.311A e FOOL FLAN BETWEEN ALL TRADES WITH REGARDS TO THE DRAW NG5. "PROVIDE DUAL DRAIN SEPARATION A5 PER AG 106.4"A 0 S-6 SCALE: I/4"=I'O" NOTE: ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH 2O20 "POOL GLEANER FITTINGS TO COMPLY WITH AG 106.5" RESIDENTIAL CODE OF NEW YORK STATE (PUBLICATION DATE: NOVEMBER 201cl) �_O�� a'-O" SEE DETAIL 5/5-6 POOL COVER VAULT COMPOSITE DECK FLOOR - - - - - - - - - - -- - - - - - - - - _ O TANNING LEDGE 12" WIDE POOL BLUESTONE BORDER - POOL DECK ASSEMBLE. 4" (oil AS MANF (OltI ��5� 0 T �� SEE DECK DRAWINGS I s d is-' ry (5-5) FOR MORE INFO. I la" WIDE SPA BENCH, TYP. Qw��PG,'��'� ii I I=1 16 X38 o I I_!-=1.-�.1-iI1=11I� =1 1 PROPOSED I 1 � = POOL —I i- -)i I—lII-111—�1=�I—I __��__, .• i I " III=1�I—I(I=i�I � I - ip 5 �� 3627 9r o STEPS, (TYP.) — — 1 11-III I I I—I I I=I I I—I I I—I I I—I I I—I I- �.� i—III=I. I i 8-O Pia o � ot- N t- y —" III—III-1 11-1 I I—I i i—i 11=1 li5::IJ. II,._-- #4 CONT. NOSING BAR AT —,�-- STEP EDGE, TYP. of s i=1 I I=1 I WALL/ FLOOR AS DETAILEDIII-III=III- 2 COMPACTED SAND „ _III—III=1 I I1=1_-, , —, 12 BLUESTONE GOP I NG, TYP. 1=1 I MI 11=1 I I—III—I I rt I I- d I IIII—= I _ Michael 5udono, Architect P.C.SEE DETAIL 4/S-5 , 1 _" =Ii = q0 Senlx Ave, )< : ��_ �� I I-I I-1 I (=1 11=1 (=1 ( I O Center Moriches, NY IIa34 DUAL MAIN DRAINS i _ I I ! (631)5-74-0565 S-26 I BENCH BUTTAFUOCO RESIDENC EFOOL SECTION 1165 KIMBERLY DR.,SCALE: 1/4"=I'-•O" #3 ®q"O.C. EACH WAY - =1F _I I I I = SOUTHOLD, NY I " TO WATTE PUMP WITH TIMERFILTER SWITCH 3,50OPS1 CONCRETE I -I — I I —! 11= I I-III=I 1 I=I ! I=1 11= I I loll SPA WATER LEVEL ec 70 Block 13 Lot 20.7 `III=1 I I=III=1 I I=I�= I I=1 I I=1 I I=1 I I=1 8'-0" _ _ _ _ _ _ _ _ 12 BLUESTONE GOPI NG, TYP. COMPACT SUBGRADE -III-1 I I- i l-I I- I I-III-III-III-I 11-I CHLORINE HAIR AND UNT STRAINER PROVIDE FORMWORK FOR I'-6" 5'-O" I'-6" PLEASE NOTE: GENERATOR CONCRETE WALL POUR i i=1 I I=1 I I-1 I I-1 I I-1 I I=1 1 1=1 I I=1 I I=1 I I=1 I - (2)-#3 CONTINUOUS a POOL BEAM (OPTIONA Information for landscape site plan .•e was gathered by survey (AJC Land = Surveying, last dated 05-14-19) and f U1 i 3,50OP51 CONCRETE architectural plans (78D, last dated AUTO SKIMMER-mill \ / I II �/�� POOL —III 0-00-00) to be used for illustrative lll�Le TI' 1L.L. DETAIL L- _ m ^ 'a purposes only and as such any I i- #3 ® cl" O.G. EACH WAY information presented is the S-6 SCALE: (TYP. ® l0" WALLS) intellectual property of gdesigngrouplic :.'. and not to be used without written —III_ consent. ELECTRIC POOL HEATER. POOL -- — COMPACT SUBGRADE 4 _ PROVIDE FORMWORK NOT FOR CONSTRUCTION PROVIDE I' FOR CONCRETE A BACK TO THERMAL POOL COVER :-III I I I—) I I—) I I—I 11III—III- R W LL POUR Scale POOL 1= Date 03/15/21 -III L�Cc E I V DD Revisions 2 MAIN DRAINS I-1 j �'�-- POOL DRAWINGS 3 FOOL. F I F I NC; SCHEi"'-f AT 1 C AND V`IIIIIATER TREATMENT DETAIL 6 SPA DETAILS S-6 SCALE: 3/8"=I '-O" I—I I i— Soi�itnld'Town 1 I Board of Trustees S-6 SCALE: N.T.S. �3((�J ilk AIM& OWN- 1 asz F yq . 4•sl r�• ; . 1 Ilk. •. ttt:. '10/ 1Y2'/2022 9�: 40 �A Shamgar Capital,LLC c/o Daniel Buttafuoco 1165 Kimberly Lane,Southold SCTM#: 1000-70-13-20.7 10/12/22 oil-- 1 1 • q design group: ��Jew1�e�2v ALP,, 1�� I�eS � € CEIVE � 25 u 11 Nov � r�m�a zo?z sc.tA4 S�taw� soua mxmmrnaEew 11"Pst lot� �� d ,;�L 4-w�dv� (ou ' �. . . . .- �eSr l 'AAleap �� - �� Lt � ��1 � a dJcse Glenn Goldsmith„President o\�gpr�ut�-COG Town Hall Annex A.Nicholas Krupski,Vice President �� y<� 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly P, 0�� Southold,NY 11971 Elizabeth Peeples �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: 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'xl6' 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 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples r � � � i � � nn i SEP — Z ZO22 LOT.COVERAGE dYSDEC LOT'COVFRAGE N 'UPLAND AREA = 41,893 sq.ft PER DEC PERQ!,tc`,` 738-04�304'=0r :SAP :OF EXISTING UPLAND AREA. . 000 SQ FT Southold Town _. :'HOUSE PORCH de DECK = 4944 sq ft Board of Trustees EXI,FnNc: PARADISE- BY`•::THE=",BA:Y 494 %4te93 '11sx = _ FILED= NOV -4 :1978 -FILE;1V0: 64.63 HOUSE DECK S100Q 'W/STEPS _5 763;SQ FT _ __ _- .- �T MR WE DR/,VEWA-Y - &N4 'SQ FT: -. PINE NEC Con► ' PADS a t SOUTHO.TD _ s8 Sam _ TN OF 0 - _ 12,6751.5,000--746°ax TH 7--77 : - StIFFOLK COUNTY N.Y SCAZ l'=44. StPT- 15;:_.1987 IAU1NE 1,f f993 f1NAC) OC.T 4;.,- 1993` DECK);: LQT © ;.APRIL;.;7 201.7 �5 APRIL 24, 2 .17. (PROIP. - �` 345:8q' MA''YREVISIONS O wu - 2os' DUNE 6,: 20L7 :f RENSIONS rod: Y �r OCTWER 25, 2017 REVIS%OHS `. 4 N8 W-22'20"E Vow- - aloe 7.8 w�� SEPTEMBER f9,. .2018 0 C COT C NERAGE j f� MA:Y`=7 2019 :(DEC LO:T;CO.VERAGE) sr° FEBRUARY 2 20 j cam Fy�rs snc kaA. �' \ �1M t.pD:g1R ANEW/�Y: - � •t-e' . po Elton:6 ,vQ- 7s - t out ELDb 2 E ONE A ,k oiE Etc 'd: yens' HousE . ,. �g Z - -�— _ - � _ ��'' � -ZONE E U P ONE. 1 EL12,o M EL.7.3' 16•t pp51jIG: .4 WD OFF o w Ig1®'SiIIVD AND_LOiUI/ • � B. �-r► LOT Q N.�+. �,;g, ,ex �..�►, ti..:.. . PALE:BRONN~flNE 7D A/EDIUA/''SUI/D=9� r.tp< d . q �r ,� ai. � �' � p.7.o ELAJ y�y �J. WA1ER/AI PALE.BRDIMV`. Y '�' �1•y�' �. :��y�,• W 7� �ATL o, WA,TER=IN"PAI�`=.mowv f1NE'SAND so \ \ 0 LSi7_ RETANIN6 ® = WELL �rj1X i31 , Vd• 5p- �' _r E46.7 NOlEWA1tR ENL10i/N1EIPED'6o9'6EZOW`bT/RFAG ,.-•'• O = WATER VALVE C�\ ^ W.fW`►!- - " ,�sr„ate B.s a. 354 3�" = TEST HOLE PmA. ��1 , . a�y;vua.i: " =off o7s azs �WLLYoq . ::. . ■ = REBARWK ■ MONUMENT CA FLOOD ZONE FROM FIRM 3S103C0166H Map Effective Dote: September 25, 2009 : ELEVA`77ONS ARE REFERWCED TO,NAVO 88 .'NO;j49618 y Y� U N0 ;051132=01 ANY ALTFRA77ON OR;ADDITION TO THIS SURVEY IS A WOLA710N OF SECTION, 72090E-,THE °J�3,31'7 SQ FT PEC01111C:SUR Sy P...� NEW PORK STATE ®UGA.710N LAW., EXCEPT AS_PER SECTION 7209—SUBDIVISION Z ALL AREA ... _ . . CER71f1GA'710NS HEREON ARE VAUD.FOR- THIS'MAP AND COPIES 7NEREOF ONLY IF.,SA1D (631) 765=5020. FAX'(631)'"7.65—'1797 or .2.295 ACRES TO TIE LINE P o. eox 9os SEAL OF - INAP OR COPIES BEAR THE IMPRESSED WE SURVEYOR WHOSE SIGNATURE _ 1230 1RA1%FLER;STREET APPEARS HEREON. SOUTHALD;. N'.Y DRAWING INDEX GORE INFORMATION PROJECT INFORMATION v. Minimum Uniformly Distributed Live LoadsTable R501.5 DRAWING 2020 Residentlel code of Non York State( It-tim date:November 201T , ` Harpers STATE NEW YORK _" NUMBER DRAWING NAME 2020 BMdNq Lod,of Non York state(pwlo-stton data:November 2014) USE LIVE LOAD DEAD LOAD COUNTY SUFFOLK COUNTY a,g 5-1 SITE PLAN 2020 Pl�mbM9 code of Nen York Stele(p&I-tim date:November 2019) TOWN TOWN OF SOUTHOLD E'9 S-2 GRADING AND DRAINAGE PLAN 202o Mechanical coda of New York State(pul,Matlon date,November 20w) Exterior Balconies 40 sf 10 sf k P t 202a Fuel Sas Lode of Non York state(pWllcotlon dotal NavemJx:r 20M) P P 1 SITUATED IN SOUTHOLD • 5-3 LANDSCAPE PLAN 2020 Fire coda of Nen York State(pubncatlon date.November 20A Decks 40 psf 10 psf w�P� OWNER BUTTAFUOCO 2-4 DETAILS 2o20 Property MalntenaKo code of Non York Stato(prblkaCan date:November 2019) ADDRES5 1165 KIMBERLY DR., -U] 2020 Enl•ti q Eullding Godo a Nen York`Late(publication date November 2019 Passenger Vehicle Garages 50 psf as par plan �f 5-5 DECK DRAWI NG5 2o20 Energy Lonser.oN-Lonetrvctlon Lode of Nen York state(publcation date November 2019) SO HOU GU• e SOUTHOLD,NY 2016 edition of tho Ear Standard For BVlldln Exce t Lon-Rbe Re,IdaMbi Bull (°ASNRAE 90.1-2016') ATTICS without storage l0 psf 10 psF ar•x 3 5 5-6 POOL DRAWINGS 9Y 9• P W fi ZDNING INFORMATION R-40 ILL AII1.1-2009 Accessble And IF—ble MlldFgs And Facilities Mth The NYs Nenly Adopted Acre»blllty sign ATTICS with Storage 20 psF 10 psF ®White Blwsom H6USe 6 SECTION "FO �y A TABLE R501.2(I) ROOMS other than sleeping rooms 40 psf 10 psf v� S BLOCK 13 CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA Sleeping Rooms 3o f to sf elncQ e 9 Ana a d e LOT 100 0 p 9 ps p � F.es DISTRICT I000 � Goose Cr B WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf 6 OCCUPANCY CLA55 RE5.51N&LE FAMILY RESIDENCE }T WIND ICE SHIELD LIMIT OF n0 Farms e ' LOT AREA AREA=55,51-1 SOFT.OR 2.295 ACRES V/ GROUND SPECIAL SEISMIC WINTER NDERLAY FLOOD ODERATE AIR MEAN Guardrails and Handrails 200 psF 10 psf 6 rr--r-I TOPOGRAPNIGAL BORNE DESIGNDESIGN MENT FREEZING ANNUAL }-I SNOW SPEED(MPH) EFFECTS WIND DEBRIS 71?EpTL�lNE HAZARDSHAVE .f DESIGNER: LOAD REGION CATEGORY NEATHERING TERMITE TEMP REQUIRED ACTION INDEX TEMP ROOFS: �v • a•s O DESIGN GROUP }r ZONE Flat or rise less than 4 Inches 16 Psf '4b, PO BOX 33 lJ1 MODERATE TO ` -') 20 psi 140 NO NO NO B SEVERE 3 FEET HEAVY 11 YES NA NA 618 52.1 DEC,.. per foot(1:3) _ SAGAPONAGK,NY 11962 � Rise 4 Inches per ft.less than 12 12 Psf 10pe 2 VICINITY MAP PHONE: (630-2011-2010 e MANUAL J DESIGN CRITERIA Inches per ft. s i scALEmas. ALTITUDE HEATING DESIGN INTERIOR DESIGN ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMP TEMPERATURE ERATURE FACTOR DIFFERENCE COOLING Compliance Statement: 40'N 12.5 DEG 64 DEG 1 '70' "75,IDS 63'WB) 5-1.5 Tne proposed building design described here Is consistent with the TEST HOLE DATA building plans,specifications,and other calculations submitted with the permit application.The d building has been designed to meet ZONING REQUIREMENTS: COOLING p pp propose g gne n WIND VELOCITY WIND VELOCITY COINCIDENT WET the 2015 IEGG requirements In RBScheck and to complyIth the 10VOSI15 - TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDIY mandatory requireents listed In the RE5chack Inspeion Checkllst. LL.73' LOT AREA DIFFERENCE MIXED SAND AND LOAM d q Is IS TIs M 30% 45-55% T• BROW SILTY SAND SN (from west property line to the tieline)................53�1'f sq.ft. J. LOT AREA GENERAL NOTES, PALE BROWN F7NE 70 MEDIUM SAND SP (from west property line to ex,bulkheat).............41,846 sol.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE,IF DISCREPANCIES OR INCONSISTENCY EXIST,SURVEYED LINES,EASMENTS,BURIED UNFORSEENS; Q.0.4' 6.9' CONTRACTOR MUST NOTIFY O DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER/N PALE BROWN ALLOWABLE LOT COVERAGE 20;:..........................6,361 sq.ft. • CONTRACTOR SHALL GUARANTEE ALL WORK AND IS RESPONSIBLE FOR ALL WORK TO BE OF GOOD GEUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. CONTRACTOR 15 RESPONSIBLE B. FINE TO MEDIUM SAND SP ct' FOR CORRECTIONS TO PLAN THAT ARE NECESSARY,AND CLEARED BY G1.D.5;WORK 15 TO BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT COVERAGE: • ALL CONTRACTORS ARE To CLEAN UP THEIR WORK AREA DAILY AND POLICE THE 517E OF ANY GARBAGE AND DEBRIS REGARDLESS OF OIANER51-1IP.AND TO CONTINUE TO MAINTAIN A PROFESSIONAL LOOK TO THEIR TRUCKS,STAGED WATER IN PALE BROWN RLNE 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 O.D.G.. EXISTING HOUSE,COVERED ROOFS - • TY W/RAISED DECKS.................................................5, sq.ft. NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND SECUREMENT 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 NOTE WATER ENCOUNTERED 69'BELOW SURFACE EXISTING SHED.. ......................................................101 101 sq.ft. w OPERATION SHALL BE CODE. PROPOSED POOL......................................................'i36 sq.ft. • O 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 O DESIGN GROUP AND THEIR USE WITHOUT PROPOSED DECK ,1 WRITTEN CONSENT 15 PROHIBITED SOIL BORING w/pergola and kitchen........................................1,42-1 sq.ft. V THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:..................7,6b2 5q.ft. 7- • 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 NECF55ARY FOR THE WORK HIRED,THE REPORT DATED 12/1/21 BY M.PONALD GeoSGIENGE CONTRACTOR WILL CONTACT G.D.G.PRIOR TO ANY WORK COMMENCING. (P O.B.1258 SOUTHOLD,NY 119T1 TEL.631-T65-367'I) tu PROPOSED LOT COVERAGE........................It3.340(7,682 s.f.) LU X.COVERED ROPOSED PAVER LANDING X15TING PLAY SET KEY OF GRAPHIC SYMBOLS STOOP EXISTING STEPS 4'-0" T. PROPOSED 'I' Q z ARBOR EXISTING CHAIN LINK CHAIN LINK FENCE �J�ROP115EV X.WALK FENCE 0O SSTOKE FA.VERSPPING 1 Z N `r XISTINC�AUTOMATED GATE X15TING GRAVEL DRIVEWAYII 1I- � Q N84-,2 L 2'20"E EXISTING(35 CURB,TYP. PROPOSED RISER OF STEPS 0 O -- - - -- -- - -- -- __ _ I IIL....LLL T T— 1 Try 20.6' 3 / EXI 'STING VEGETATION ,' TO REMAIN ~ I N'� X PROPOSED EVERGREEN ----------- ❑❑❑❑❑® 1 i In J W TREE ---------------------------- - J=o_sereuK O - ------ ---- eX.7EOSED DECIDUOUS II 1 1 X 1 EXISTING TREE TO REMAIN L\ Q , xIssnw 0 111 G 1 �i-,\ PROPOSED EYERbREEN/DEGID. L � nNs sent rANc � I /`lT'Y SHRUBS r 1 1 EX. UPPER I> 11 1 1 Fret.et.Ioe DECK 1 - - 1 -�1) / PROPOSED MISG, M t OVER 1 C\ GROUNDGOV I 1 LOWER D ❑ ll X.STEPPING - \ 1 DECK 1\ STONES TO BE M1 ED 1 t ❑ REMOVED F - EK AND PROPOSED FENCE LINE T 1t 2 STORY FRAME FL.2ND ❑❑ RESIDENCE.+1 CANT. 1 9Z 1 F.FEL.EL2.4 OVER. \ \.� I * O 1 se \\ X.DOUBLE GATE.ONE DECK 1 PORTION OF GATE TO BE FIXED AND GATE TO HAVE \ �Yl SELF GL05IN6/5ELF 1 ��9 038278 Q� t 1 ❑ \ O� LATCHING HARDWARE• 1 t I j PROPOSED 55 GAL. ❑ \ _ - N6 FLOW WELL W/INLET D °I ❑ \ - - `e R1 ftOPOSED POOL �I I ❑ I {v1 1 t EOUIPMENT II 'I ❑ \\ Michael 5udano,Architect P.G. 1 ❑ WOOD ST'IR5,\ - 1 Lent Moriches,NY 11934 oI OPOSED \ \ 9O Senlx Ave, t 1 TYP. I (63U BT4O56B t r/� I D ex v.a X.HOSE BIB TOBE I [ _ 1 \`\ -- �c_ J ❑D ` t(� t(� PROPOSED RELOCATED \ 1 \ r/�//� B65 KI BERETUTTAFUCCO S IDRENCE 1 --�mCIG\`\O\`\ STAIRS,TYP. \\� � 1 SEP Z ZOLt- SOUTHOLD, NY 1 PROPOSE L" - \\U\'\\U\'\\\A\'1\W\ PAVER WALK - _ 5--- -_-- - —- --- - _ CONCRETE ACCESS \\� 11� POSED _ Sec 70, Block 13• Lot 20.7 _ 1 STONE WALL TO B I---_---_H - fTmml, STAIRS W/PAVER t REPLACED �I— - �_- V�"'W LANDING.DETAILS ON \r ��. 1 NN p $011Thold ToWfl PLEASE NOTE: ❑❑ PAGE 5-X \ 1 PROPOSED BOULDERS _ I_- = - ❑ \\ IJ Information for IIne a site pion SHED - --_t-_- ❑ \ Q \ .vt,,{ F.. w LOCATION ;_ Board o TNsW� as gather m by wrvey (AJC Lmd ___L '{s daleA O5_ 19)ad \ Ix,• re� a o ed - _ - --_ --'•_ . 0 u ouv, ------lob-eCteKK --- --..._ __ .- -___-__- -- \ eb-KIDAGK---------- ------------- I --- - dal only and a��1, w Y eY g or 'te t I t d ' 0 )I. tr pu os h ------------ - m m 1 presented Is the m hero pr pert%IF qi gn9�pilc 1 t \ and t to x, d 'thoul rttm 1 1 \\ 3 11 cansmt. \ NOT FOR CONSTRUCTION Scale I/16"=I'-O" 554ie22'20"W PROPOSED Ib'X46' EXISTING CONCRETE WALL EXISTING WOOD E3ULKHEAD '-'`�4''-�2 Date 01/03/:7 EX. EX. EX. X. PROPOSED 4'-0"HT.POOL POOL W/B'x5'RAISED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY 1 ELEC. GAS YELL SHED TO BE ENCLOSURE FENCING WITH 4'-0' SPA AND SUN LEDGE.SEE PER PROPOSED DESIGN,TYP. ADDING I TIMBER ADDITIONAL Revisions • METER METER RELOCATED WIDE GATE AS PER NYS POOL DETAILS ON PAGE 5-6 ON TOP TO MEET 4'-0'HT.TO '-O"HT. PROPOSED FENCE ATOP CODE. SEE page 5-4 FOR PROVIDE POOL ENCLOSURE A5 SITE PLAN X.STONE WALL MORE INFORMATION TYP. —PROPOSED PERGOLA ROPOSED POOL DECK.SEE PER NYS POOL CODE,TYP. ATOP PROPOSED POOL SHEET 5-4 FOR MORE INFO. 517E PLAN PROPOSED OUTDOOR KITGHE DECK,SEE DETAILS ON B'-O" 1 OIL BORING B-1 TEST LOCATION 5-I O 6'-0" ATOP K SEE PAGE 5-5 32'-O" 4B'-O" PROPOSED DEC , DETAILS ON PAGE 5-4 PROPOSED POOL COVER VAULT -- -- -- -- `II` -- -- -- -- -- -- -- -- -- -- �� -----Z--- —_--__ -- -- -- A (�L.+IO.V 1 (EL.+7.8 (EL.+35) a•�� p --'--- -- ----------!-------------------------------------------------------- � I 0 1 � � 1 1 y-� 1 , , 1`I D I GAL. EXISTIN�i LEACHING L❑ OGVST POOL,T ❑ EX. I D LOCLrT (EL.rl2. ❑ { LP )E I ST \ LA ) \ Iq°GAL. LOCUST 11 12.0 PROPOSED 55 GAL. - o; FLOW VELLT D � !. OOO lu PROPOSEDSED DECK DECK CHANNEL DRAIN, ❑ WS 1 \\ TTP. I ❑ 1 p' EXISTING DRYWELL I o ❑ 01 \ TO BIS REMOVED I] ❑ Z N I TYP.PROPOSED PVC Q II I \ GATGH BA51N I I wr 1 D I o ❑❑ Q �J 1 12. I W EL... 6tiL ILo1: I I 'V'I I11 h I 1 1, / 4'PVC,35DR IB _p�O GEM. r I� ',�i. �\ •x] EL+„3" ,�� A41TE OAK 1 - DR 3i PIPE 1 6'OR IB i' B'PJL,SDR IB r\ .+HS \\ OR 55 PIPE % 110 { OR BS PIPE ,�. 1 EL.+7.0 \ ILL �I' ,� � 4'% W/ \ (EL.+-LO) W 1 ��,!' `�� %/• ggD,I .��e..._t ,. 4'PVL.50R IB \\ .` \ '9y �•lo'-O° Ti•/ '�-A°• OR 35 PPE \\ D V 0 c�. /!. T 8- •,• PROPOSED SILT FENCE 1NEN ie f .i +>� .,.•.__..,- GONSTRUGTIO \\ \ 1 % OR gs P)R/B ` NEW DW 9 9-r_._-_,_„ ,. -4- SEP - 2 2022 ZLn 1 •• -'-' EL.+4.65 EL.+0.65 n \ 0 X oP J„ r`�r,..ti•an \ ILL Southold Town 1 ----------115'=0"SETBACK .�/• \� g' �• - EL.+B.55 \\\ ------ --- ---- ---------- /B __-- .'� --------------------- IS'- "SE78AGK Board pFTNSfEPS /�•� 1 \ 6.SEL.++�EL.+6�5 EL.+'i.0 \ • PROPOSED 12'DIA.x 3'DEEP, _ __, •\• TYP o 2, SEE DETAIL 3/5- \ % \ ' \ / TYP.PROPOSED PVC,CATCH BASIN �;' 4'PJL,Soft IB LR$PIPE \\ �E E� R TO MOOR KITOBI SINK M 92) \ U,\5 D z- _=---- - ---- -- \ ---- --- 0 (EL.+65) LytT ,F EX.ELEC. Ex.GAJ X. '9 036275 Q METER METER WELL 7 NE INLET PIPE PITCHED FOR PROPER FLOW I D AINAGE PLA (SIZE VARIES) FINISHED GRADE Mmhocl Sudano,Mchitect PL. 5-2 O 5'-O" 10'-O" 20'-O" 30'-O" 10'-O" 90 Senlx Ave, TOPSOIL OR APPROPRIATE canter Morlcha=,IIY 11134 MEDIUM BAGKFILL N (63U BT4-056H CONCRETE SLAB COVER BUTTAFUOCO RESIDENCE e"TRAFFIC BEARING 65 KI BERLY DR., KEY OF GRAPHIC SYMBOLS NEW DRYWELL DRAINAGE CALCULATION SOUTHOLD, NY PRECAST CONCRETE DRYWELLS STACKED III-I I ".'�;vn•.?. "" ''± .x _'-1 O AVERAGE IN RING I R HEIGHT(VARIES I-27 I I-I � ec�OO yr• I-� 70, Block 13, Lot 20.7 PROPOSED LONG ISLAND BOULDER AREA RAINFALL DRAINAGE GAL. STORM WATER TOTAL E -III_•,, III- - FILTER FABRIC PLEASE NOTE: OD PROPOSED STEPPING STONE I = BAGKFILL WITH SAND —III— 0 III—! nfamp im far PAVERS Imd ape si a plm PART OF EX.ROOF 1,240 50PT. +/-2'(0.167') 1240.E 50.FT.X 0.16T X I(IDO%) 207 GU.FT. I I I= I=1 - - -I i wA gotherad t y survey (AX Lord PROPOSED RISER OF STEPS It-t tat dyad 05-14-19)and -I Y 1-III hitectural plms (MD, last dated BANKRUN TO BE PRESENT OR I I-III-III-, •'" - - .' •-,I I I� o-oo-oo)la x used for nw=trm,ve POOL DECK 1,465.H SO.FT. +/-2°(0.16-(') 1465.H 5O.FT.X 0.167'X 1(100%) 244.7 GU.FT. CHANNEL DUG CANDLE WICK TO I mI�'- i vurvaeee only aid ez such my � �J — - orted Is the W EXISTING VEGETATION REACH SAND IF NOT PRESENT = =11�I =III—i J� I ct'—t-p o ty of,a== wplle TO REMAIN POOL 756 50.FT. +/-2"(0.167') 756 50.FT.X 0.167'X 1(100%) 125 GU.FT. �I 1-I-I-I�1 -III I I-{�-III-III- �d tt to b -d without written IF —•-- E TO ET LOCATED 2'MIN.ABOVE X. AND PROPOSED FENCE LINE fi NOT FOR CONSTRUCTION GROUNDWATER 1 -1-II II=1'�-1,�j�I�i'� ry I-I�i�, Ii-iI POOL WALK 53 50.FT. +/-2"(0.16"f') 53 50.FT.X 0.167'X 1(100%) 5.-1 GUPT. I f�1� II II i I II 1 iI I, 1� 1 1 1 1� Scale 1"=10'-O" NATIVE 501L UNDISTURBED - _ = _ I Date 01/03/2022 CELLAR Ar-C. 5 qB 50'.FT. +/-2°(0.167') qH 50.FT.X 0.167'X 1(100%) 16.5 GU.FT. 1=I I I L—I �I i 11I I(I III i I—II I,1, STAIRSNOT -I III-1 I I-1 I� I I=t I=I I=1 -,1 Revisions BANKRUN(SAND)NEEDS To BE - -II-I I-I 1 I-I =-I I I= I-' - TOTAL: 600.0 GU.FT. PRESENT WITHIN EXCAVATION I=I I,= I=I iT =1 I, !1 I-I 1=1 "I DRAINAGE PLAN OR A COLUMN MU5T BE DUG UNTIL SAND IS FOUND. 12'DRYWELL=100.88 GU.FTJ LN.FT. THEREFORE USE DRYWELL(2)12'DIA x 3'DEEP W/TRAFFIG _ 600 GU.PiAe.42 GUPT.=5A4 LN.FT BEARING COVER AVAILABLE STORAGE 6052E GUFT. 3 TYP. DRYWELL QE7A I L 5-2 5-2 SCALE: N.T.5. PLANTING NOTES: KEY OF GRAPHIC SYMBOLS PRELIMINARY PLANT L15T • NOTIFY LANDSCAPE DESIGNER OF ANY DISCREPANCIES BETWEEN PLANT LIST AND/OR BETWEEN SYM QTY SIZE BOTANICAL NAME COMMON NAME PLAN AND 517E CONDITIONS PRIOR TO COMMENCEMENT OF WORK O 3 PROPOSED LONG ISLAND l n T ppppprD EVERGREEN ^'°• ® 2 10-12' Laeerstroei CREPE MYRTLE NOTIFY LAND51-AFE DESIGNER OF ANY SUBSTITUTIONS RECOMMENDED DUE TO ANY EXI5ITNG ULDER BO V CONDITIONS OR AVAILABILITY OF MATERIAL. NOTIFY LANDSCAPE DESIGNER WHEN MATERIAL 15 TREE A '9 PROPOSED STEPPING ON5ITE FOR GIUALITY IN5PEGTION. PF516NER AND/OR PROPERTY OWNER HAVE THE ABILITY TO PROPOSED DE_O_ E c) 4 5-10' Crytomerla CRYPTOMERIA REJECT ANY MATERIAL THAT oo STONE PAVERS IS UNSATISFACTORY. TREE cl) a @€ 4 1_51 radlcaus • NOTIFY LANDSCAPE DESIGNER WHEN PLANT MATERIAL 15 PLACED 50 THAT THE DESIGNER MY BE PROPOSED RISER OF STEPS i EXISTING TREE TO REMAIN c PRESENT TO APPROVED LAYOUT AND SPACING. ALL LOCATIONS OF PLANT MATERIAL TO BE 5 8'-10' PiGea 91OUC0 COLORADO BLUE n APPROVED BY DESIGNER PRIOR TO PLANTING. ��. I..1 g T'-8' SPRUCE U 1 PROPOSED EVERGREEWDEGID. 6 • ALL TREES OVER 3.5",GAL OR B'IN HEIGHT ARE TO RECEIVE STAKES W STIN WITH GABLES AND GUY EXIG VEGETATION L7-' SHRusS Osmanthvs 06MANTHUS WIRES SUFFICIENT TO ENSURE PROPER ANCHORING. -—— To REMAIN p IS 31D"-36" C~ : � • PLANTING MIX TO BE PREPARED OF 3 PARTS SCREENED TOPSOIL PART PEAT M055 AND I LB - Ex.AND PROPOSED FENCE LINE l./ PROPosEv MISG. yr 6 30-36" Gephalotaxus PLUM YEW OR STARTER FERTILIZER 5-10-5 PER GU.YD.OF MIX. UNLE55 OTHERWISE SPECIFIED ALL PLANTING GRouNvcovER lJ/ COWTAIL PINE BEDS TO BE PLANTED SHALL BE 12-DEEP OF SUCH AMENDEMENETS FOR EACH TREE,bA DEEP FOR EACH SHRUB AND PERENNIAL. 0 12 5 GAL. Splrea Japonica SPIREA ALL PLANTING BEDS TO BE TOP DRE55ED WITH A PH NEUTRAL SHREDDED BARK MULCH AT 2- U) MIN DEPTH. 8 24-30" Buxus WINTERGREEN ALL UTILITIES ARE TO BE LOCATED AND PROTECTED. g 3 30-36" BOXWOOD 1 GAL. T.B.D. MISC.PERENNIALS/ORNAMENTAL 2 GAL. GRASSES - +1 1 1 D ❑❑❑❑❑❑❑❑❑❑ q SEP - 2 2 22 1 IVv'�,d"'I I llliui + _= Southold Town 0 1 - Board of Tm* a � �lu 'I' !Y JU Q Z 111 u 0 1 jli'I�',�1111i 16'LAL':4• 11 I,I'I I.I Lo usT O L Q 111 ., D l,�,l',,��1�i1''Ij ❑❑ � V Y =O 11 EX. ,a\ !Iin ' Q 0 Iq°CAL. � 1 11 ✓\!'° �I "i (1) 50-5 BOXWOOD LOcrrT _ YI i \I p q1 of j? D j{ (2) 24-3 BOXWOOD - 1 1 QI (3) 5 GAL. r' l li' l!!;, I'iollj 111i ❑❑ �(�m� 01 (_) 50-36" SPIREA 1,1, ;'I 1;1,',, ❑ BJ �1 � OSMANTHUS PROPOSED ",I,'I''�I i, ' I ';!II, l l li,d!,I�iil 4 ❑❑ •tE ED R 1 1 POOL ', Ip ll.''� ❑ �5 O T ij, 1 (3) 5 +1 GAL. SPIREA EQUIPMENT ❑❑❑I ❑ , o(5) 50-36" 05MANTHUS ST_ ct 6T.FL4 a 1114 1 1 \ ,i ❑ Ex. _- '3� t.- � wNlra oak �E, \ 9 0 Q � 11 � ❑ ❑ f --_- -- __-- (1)30-36"BOXWOOD 36275 r , p p (2) 24 50" BOXWOOD \ SHED LOCATION 1 (2) 10-12' - ------- ®�� (2) 24-50" BOXWOOp \\ O Mlchoel 5 da o A chltect P.G. 1 GRAPE MYRTLE ° � 0 A ---:�'- lMokhes,NY 11934 (5) 50-56" + (5) 30-56" 1- ---�• •— —_ 63U BT4OPGB OSMANTI4US OSMANTHUS j�-- -_ - it Ce ha Iotaxus B TTII& U BERLY I1D NCE SOUTHOLD, NY Gephalotaxus •.-.-_..-- - ..---••_s_-_ {, � - ❑ \\ O ec 70, Block 13, Lot 2047 J�-=---R---�wY---_-_ ___ \ PLEASE NOTE \\ Is„ "rroyr<mvP"twla,,of sotr lo„dzwpc ,(1) 50-561, BOXWOOD tv TaX ipli -d(2) 24-30" BOXWOOD dot<a ------------------------- - Q<Ntea u o-14n-wwso-mlyw -O" EACK- ------- - -------- - -- o -o)rt . o a o<d ----------------- x•<d fo P"rP% WY wd m uh (5) 5 GAL. gfln Pes Is the \ intellectual Property of qde<igngro"pllc SPIREA and rot w "s<d wRh t -It- \ «n \ NOT FOR CONSTRUCTION \ Scale 1,10.-0" n -__-----�------------- ----------------_-----_=----y---------_------__------__-----: Date 02/14/71 Revisions • (5) 5-10' GOLORADO BLUE 5PRUGE (5) 50-56" OSMANTHUS 7 22) -7-5' CRYPTOMERIA EXISTING LEYLAND CYPRESS LANDSCAPE PLAN DRAINAGE PLAN (&)1-S' COLORADO BLUE SPRUCE (5) 5-10' CRYPTOMERIA TO REMAIN 2-2 0 5'-0" I0'-0" :20, 50,-0° (2) -8' GRYPTOMERIA (1) 5-10' CRYPTOMERIA S- B.S.BUILT IN GRILL BY IB S4 2°x2"FURLINS®Ib"O.G.,TYP. LYNX(OR APPROVED EQUAL) F-E rem IT 2 I/2°xI 3/16"RAFTERS SPAGED®16`O.G.,TYP.4:_ " '-6° 14°DIA P.G.PIER FOOTING MIN.3'-0"BELOW IEGRADETO BEAR ON VIRGIN SOIL,TYP.®10 S-4 ALUMINUM REINFORCED CARRY BEAM5°x1+-15/16"MAX SPAN 20'-0",TAILS TO BE° SELECTED BY OWNER(TYP.) 8"VIA.PERMAGAST COLUMNS BY"HB46°W/ - c- THREADED ROD SECURED TO FOOTING BELOW in Qy WITH TOP MOUNTING PLATE AND TO MATCH HOUSE 4 __ ---- -- COLUMNS IN ALL RESPECTS(V.I.F.),TYP. - 24" INK IB'T WE 4:GRILL IB'TIfR1� -- GA INET PRAYER CABINET PPAVER O 8"DIA.PERMAGAST COLUMNS BY IHB4 G" ALUMINUM REINFORCED CARRY BEAM _ THREADED ROD SECURED TO FOOTING BELOC W WITH TOP MOUNTING PLATE AND TO MATCH HOUSE v, 5"xll-IS/16'MAX SPAN 20'-O",TAILS TO BE 0 j SELECTED BY OWNER(TYPJ - COLUMNS IN ALL RESPECTS(V.I.FJ,TYP. r--t 1 OUTDOOR 5.5.REFRIGERATOR BY }T LYNX(OR APPROVED EQUAL) V/ jf 2A ELEVATION D E C I V/ 2"x2°WO.G.M RLINS®I6°OOT SHOWN) _ - SCALE:;"=1'-O" s 5 4 �•'"—� 7L i e _ SEP PREMIUM PERGOLA SYSTEM BY°INTEX"RAFTER — M-v L LOLL TAILS TO BE SELECTED BY OWNER,7YP. p I �j - IT = .�I_. WINE `pi T �': - T': - in 2 /2°xT 3/16"RAFTERS SPACED®16"O.G.,TYP. 24° 19,.E i 24"SLID B SEGTION/ELEVATION GA INET DER GARBAGE CABINET Southold Town s-=-:I--- PERGOLA COLUMNS TO BE POSTED TO NEW 14°VIA. 1 (�— P.G.PIER FOOTING BELOW,T'P. CARRYING BEAM MOUNT O'- : BEAM,TYP. PLATE,TYP. " OUTDOOR 5.5.24"BEAv. Board of Trustees II REFRIGERATOR BY LYNX (OR APPROVED EOUAL)COOLER BY L —__—_ 111 (OR APPROVED EQUAL) ___. __ =—�•—:—=•-,�—:�:—:_- _ 26 ELEVATION SCALE: _P_011 COLUMN GAP COVER,TYP. 1'1 ----'— COLUMN GAP / 1 `KITCHEN ELEVATIONS II �Ik PLATE,TYP. S'`F A5 NOTED lu IJ ! t LROUND COLUMN,TYP. I "x I j£°HORIZONTAL A PLAN RAIL,TYP. iu PERGOLA DRAWING5 (0.12 FENCE POST (0.125 WALL),TYP. s-4 SCALE: "=1'-O" (BEAM MOUNT PLATE COVERS,TYP. = I"XI"PICKETS (0.0.62 WALL).TYP. 'I' !� z SELF CLOSING HINGE, G DETAILS TYP POST STABILIZATION PER MANUFACTURERS �- ci RECOMMENDATIONS - � O W ,i71 LU - = u, 3 FENCE DETAIL I/2"el'-O° 2-3"THICK LATER OF MU FINISHED GRADE E MODIFIED SOIL.DEPTH NS 0 /T VARIES. V (SEE SPECIFICATIONS �J 1 "•-� 1 _ + FOR SOIL MODIFICATION). O —TI cxaw To ee u•naortcven Iq "`- EXISTING SOIL. I A SECTION S ivioF�reaw VIEW q 036278 Q` r-�is�,aw a .%/• --- - - NE DSEP �a��.. '! FO`•'=��:" Mich—i Sudono,Architect P.G. GROUNDGOVER PLANTS TO BE < ^ 90 Senlz Ave, TRIANGULARLY SPACED. HT40560 NOTES:EVERGREEN TREE PLANTING _ - .: center Marche=,NY u934 I. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK(ANSI Z60.1-2004). - _ ,•,; BUT'TAFUOCO RESIDENCE PLANT ACCORDING TO AN51 A500 PART 6. -t �'_ II65 UITHOLRD,Y YR 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF FOOTBALL --�•'% .•`- =r'<-_= 4 FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, T-pIGAL SHRUB PLANTING INDIVIDUAL PLANTING HOLE DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING.DO NOT DIG THE PAVEMENT. __ !`•1'+,=i _ -- 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 B. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE BALL OR CONTAINER. PLEASE NOTE WHEN PLANTING IN CLAY SOILS(MORE THAN 15%CLAY). 2. SCARIFY SUBGRADE AND SIDES OF PLANTING HOLE WHEN PLAN 4. LIFT AND SET THE TREE BY ROOT BALL ONLY.DO NOT LIFT USING InformaAm (a lodxnpe e,te vi d THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. PLANTING IN CLAY SOIL. 1 yu ,'ed by t,d 0 14-M(AX tmd 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE 3. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL E sacNt' Imt d=ted OS-14-i9) d SURFACE,OR 1-2"ABOVE IF THE 501L IS m mtect) vim.-d f 111 dined OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING. 4, PRONE TO SETTLING. NOTES: o-oo- 1 w be a f- Siuch -, 5. IF CONTAINER GROWN PLANT,GENTLY SLIDE PLANT OUT OF A SEE PLANTING LEGEND FOR 6ROUNDGOVER SPECIES,SIZE, Z-.t I''a�ted lsh th< �orc�ux<T b. AFTER THE TREE IS SET IN PLACE,REMOVE BURLAP,WIRE AND mrvnnnUon STRAPS FROM AT LEAST THE UPPER 1/3 OF THE FOOTBALL. AND SPADING DIMENSION. �naeu^cmm vlbve orWgdesigq wouc Ri15H OE i a i.mde 7. BAGKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR CONTAINER.DISTURB THE ROOTS. 2-SMALL ROOTS d°L P LE55)THAT GROW AROUND,UP,oR and ,t o cc a tnwt rttm la• 5 ��/ 6. IF B8B PLANT,REMOVE BURLAP FROM AT LEAST THE TOP 12 DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A w:,5mt BROKEN UP. DO NOT ADD AMENDMENTS TO THE BAGKFILL SOIL. INCHES OF THE FOOTBALL,WITHOUT DISTURBING THE NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE I1 a u•nwv sr�.zs AMEND THE SURFACE WITH MULCH. FOOTBALL.REMOVE ALL CORD ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE NOT FOR coIJSTRu[TfoN en e�aui cF'aoae I _� 8. USE THREE 2"X 2"WOOD STAKES DRIVEN INTO UNDISTURBED 7, FROM THE TRUNK.REMOVE BURLAP AND WIRE BASKET(IF TIME OF PLANTING.ROOTS ON THE PERIPEEHY CAN BE °R�-OW r'""Oe rucw uTEa OF BOIL A MINIMUM OF Ib INCHES.SPACE STAKES EOUALLY AROUND PRESENT)FROM THE ROOT BALL. REMOVED AT THE TIME OF PLANTING.(SEE ROOT BALL Scale I"=16'-0" �• T�m LAYS THE TREE. SHAVING CONTAINER DETAIL). / - -�" uFo ae er+azenw 4. ATTACH 3/4"NYLON WEBBING TO CONNECT THE TREE TO STAKES. 8. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE Date 06/16QI � � SOIL,BROKEN UP OR TILLED.WATER TO REMOVE AIR B-SETTLE 501E AROUND ROOT BALL OF EACH �,�, V: •// �i 'Y/ 5O1L I�• ATTACH WEBBING AT 1/5 THE TREE HEIGHT. GROUNDGOVER PRIOR TO MULCHING. Revisions -'/ Tl�L eaam+� >=w:sn ewme �!�„�\��,��,`,`/\ POCKETS.DO NOT ADD AMENDMENTS. 10. APPLY A 2-3"(SETTLED)DEPTH OF PINE STRAW OR BARK MULCH 'I PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TO A DETAILS Fnuw TO THE PLANTING SURFACE.LEAVE A 2"SPACE AROUND THE (SETTLED)DEPTH OF I TO 3 INCHES. �z ruvr�of voorew. TRUNK FOR AIR CIRCULATION. :x�wvTw cc 11. PRUNING SHALL BE LIMITED TO DEAD,DISEASED,OR BROKEN TB°ll LIMB5 ONLY AND SHALL BE IN ACCORDANCE WITH ANSI ABOO �\ SPECIFICATIONS. 5 TYP.SHRUB PLANTING. INDIVIDUAL PLANTING HOLE b 7YP.PERENNIAL PLANTING 5-4 EVERGREEN PLANTING 4 TYP.EVERGREEN PLANTING 12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING.NO 5-4 SCALE:N.T.S. �SGALE:N.T.S. S-4 SGALE:147.5. WRAPS SHALL BE PLACED ON TRUNK. 5-4 SCALE:N.T.S. IV 36"HIGH RAILING/6VARDRAIL W/SPINDLES EL.+12. EX,COLUMN TO ®4'MAX SPACE BETWEEN,TYP. REMAIN,TYP. -10° '-O° - - I COMPOSITE WHFOSITE General Attachment of Ledger Board to Band Joist or Rim Board STEPS TO GRADE a E E SIfEP5 TO GRADE TO CODE,TYP- \ rampya eding at lodger FLASHING SHALL BE INSTALLED AT WALL AND °,-,• Ex1571NG HOUSE N.IF) I eldenor sheafng ---- TO CODE.SEE prior to mslallation ROOF INTERSECTIONS;WERE EVER THERE 15 A -----_ DETAIL X/5-5 CHANCE IN ROOF SLOPE OR DIRECTION;AND d E- existing stud wall *Wp—h gashed and AROUND ALL ROOF OPENINGS.FLASHING SHALL g' t^--^^^-^^'-^-^--1 t water intrusion BE CORRO510N RESISTANT(MINII•UM 26 6AUSEJ S j E DECK GNANNEL DRAIN, -- - -' ' ._: exM9 2x bald jo61 InU0aa gashla ALL EXPOSED FASCIAS 1 TRIM TO MATCH EX15TINTYP FLL.+3 B c w1'minimum gEWP dm Ward drip edge ALL VALLEYSCHIMEYS,SKYLIGHTS,EAVES ANDP.G.CELLAR ACCESSO dedcjaffiEX.GEM. STAIRS NUPAVER LANDIN6. ___ __ _ I ° 2'min. BY�'65AFT0 OR R APPROVED KWARDTI�BA$S 4J DETAILS ON PAGE 5-X - ' � RAKES.E%TEND UrIDERLAYMENr 2' A5___ - 7B5' ift 7 WOOD DECK.SEE -POOL COVER VAULT 5'mih.BLUESTONE ASSEME#-Y.COORDINATE vETAIL O _ - - _ ---_EL.+85. _- 2xfbor joist, 2'min. ews aster legCOPPING,TYP. - ° BLUESTONE ---_-_- _ - _ - - - -__-- - __ -_ ood Hj st, gh-bold wINNV MANUFACTURES SPECSCAPPING,TTP. -`__ _ __ ____-____- __ orMPCWT shorsg ex-sting Zx ledger board,must W greadr e].____- __ __ - -- _____--_- - ---- foundation wall than Or equal to the depth of the - -IPE-WOOD IX6 DEGKIN�= - _ _ -- _ ry 20�� GDMPo517E STEPS To=_ p deckjo'st and rogrealerNan the SEP -�' TO-CODE.SEE- - depth of the band joist f) ---DETAIL-X/S=5-"- BOARD DETAIL tt1 m-_--- -- __-_ _ -- ---- -__ _ S_5 SCALE:1/4'=1'-0" Installation: Install simpsan strong-ne o o U�10 OVYD ----- -- ---- -- - O _- SD5 woad straws with a a' 0 r ----- ------ - --- ---- hex head driver. 5D5 o K'dismemr t ess screws retell best with a tow e __ _ _ R3ILlEHancS-alls. BENCH =__= 5 spoon high toque drIII. o Lddl noWmm -__"_ --- -- Handrails shall be provldad on not less than one --_- 5s� A standartl cut washer andaazhna B each conLlnuous run of treads or flight - - (provided)must be Installed ° Wdbuous naeMlp _ - with four or more risers. __= between the nut and the (I py (Praodef.IW dq'en R512.1-IWhere required. -.----- Bat2holos shall be a minlmum II1I1I - Gvards shall be located along open-sided - to a max mum tar -- -- ------ --- - -- 16'X46'POOL welkin Faces,Inclvdin taus,r d B XB than t�• 9or p� g sth g s sops cm SPA - - - then the bait tllaneter. ° -----,- -------------------°---- ----- -- � landings,that ere located more than 30 Inches 062 mmd moasured vertically to the floor Y grade below at any point within 361nchos M14 -- Fq lolat g� DM tam)herizontally to the edge of the open side. _ - DTT2Z (Stx 9llotd'r joist .o ------ --- -- --------- TANNING LEDGE O Insect screening shall not a oreldered as a Nsdnq -_ IPE__NOOVAX6-DEGKING.t�-- --------- guard _-__ __ IN __ _ __ _ -_ STAIR t RAILING.(MAX RISER HGT 0-I/4'!MIN. __ - MO[lal N0. CL pIa°r Fasteners DDeek4o+to 15edLater+iiaae cnna�al°un°`a TREAD DEPTH SHALL BE-I")MIN.HEAD ROOM Fwmaelnlnrm Lateral Lead CneatlotI or ---- ----- --- ------------ ----- 615'.HANDRAIL ON AT LEAST ONE SIDE OF 2 �DTT22 13/16 12 &SDS%'%i%• 'sdlldwn ou..ans,seelwhnkdbutefin STAIRWAY.HANDRAIL HEIGHT NOT TO BE LE55 U ----- I.Dlndlcates comectar Is available In stainless steel. T-0ECKLAROAD(BVsdeble of yMW.sfrongfie.c°m). THAN 54"/NOT MORE THAN 56"ABOVE STAIR W _-__-- Rapl�co Z In model number wlkh 55 when ordering. 1III 1f - - --- -- ------- -- - - -- - TREAD NOSING.HANDRAIL SHALL HAVE A m 2. Refer to T-GRDRLPST and T-DECKLATLOAD for lu PERIMETER DIMENSION OF AT LEAST 4-C NOT addltlonal Informotlon. -` -_ _ _______________ ___ __ ____ GREATER THAN 6-1/4"W/A MAX OR055 _--__ 4 DECK TENSION TIE V _ __COMPOSITE STEPS SECTION OF 2-1/4% _- _ 5-5 SCALE:N.T-5. D2O DTT2Z Deck Tension Tie TO GRADE TO-CODE. _--_-_5EE'DETAIL7(/5=5--- -- -- _m DETAILS FOR MORE INFO. SPINDLES®4 MAX.SPACE BETNEE --_ - -- NEW GAZEBO.SEE I/5-4 Sb°HIGH COMPOSITE RAILING N ^ m TANOI6AZB0 -- ------ ----- K 2 _O"r1.M.'It 46'-0" - PE WOODEIXB TRIM TO TYP. 4'- IPE WOOD STEPS y N O NEW DECK TO L CN■- r - BOARD,TYP. CODE II ' DECK PLAN 6 LATTICE TO MATCH EXISTING ONE,TYP. S-5 TO FXLVK P/T WOOD 5/4'x6°DECKING,TYP. ,III'U TO IPE WOOD STEPS TO GRADE TO �i O tY� s '-O„ LODE(BR-6',5T-I2') Q l`1 IlJ f TIE NEW FND,WALL INTO EXISTING V O DECK TENSION TIE BY FV/95 BARS 12"LONG DRILLED s m DDECK ON'DTT2'TYP.OF B. GROUTED NV HIGH EPDXY RESIN.a I TO.Iet RYK Y •Y Y `, SEE DETAIL 12'O G VERT(7YP) E%.DECK ADOVE(V.IFJ Y 7 ` ' I O - FX AVHNfE GRAL£ vW D Y a EXISTING HOUSE POI �OrVED ,�, I 1�.- R ZX12 LEDGER BOARD U X FOUNDATION WALL d Y ,. 1 I - V FOOTIN6 TO REMAIN(V.LF) V. � _____-- 5 ELEVATION COMPOSITE I"xb"DEGKIN PR 2x10 LEDGER BOARD "i1 - �-.. P/T 2%10 LEDGER BOARD SECURED TO SECURED TO HOUS:7 E W/1/2°VIA. - I ______ HOUSE W/I/2"DNA.x 6'LONG GALV.LAC, r PERGOLA COLUMNS TO BE POSTED TO NEW x b"LONG&ALV.LA6 SCREWS I _ j T 4 I,�' C;'`� ) bb P.T.D1¢D'OL.(TYP SCREWS®IS'O.G.STAGGERED(TYP 14°DNA.P.G.PIER FOOTING BELOW,TYP. .ITT. - :r._- H25Z a EA JOIST(TYP) t;l 5-4 FOR MORE INFORMATION a I6"O.G.STAGGERED(TYP). I I I------- SEE DETAIL 9/A _ P/T J 2XIO_ � •-_ - - _ - _�- -_-- 6ALV/J0157 HA11. un SIMPSON STRONG-TIE COMMON 41N BMI r) 2 H2.5Z m EA JOIST(TYP EA.JOIST(TYP) EXIST. EDGE OF t I DECK ABOVE,TYP. X 4-IN ZMAX WOOD TO CONCRETE P/T(2)2XI0 ,- „ (LAST IN PLACE)BASE - COMMON STRONG-TIE HOUSE MODEL°FB44Z ON 12"DIA P.G.PIER COMMON O X 4-IN NI 4°THICK P.G.SLAB W/PAVER LANDING � I FOOTING MIN 3'-O"BELOW GRADE I p/G CONCRETE FLOOR DRAIN TO DRYNELL I ZMAX NDOD TO - CONCRETE(CAST IN VI -XI-T, TO BEAR ON VIRGIN SOIL.(TYP) CELLAR ENTRY STAIRS EXISTING DOOR TO BE REMOVED AND I PLACE)BASE 1.05", 2") REPLACES W/DOORS 9Y'ANDERST ON 5'- 5'- 8'-O 8-O -O o (400 SERIES)MIN.DF30 RATING(TYP)U I O D ADP G.PEL nP E_R FOOTING 51MP50N STRONG-TIE �( "iVALUE=30 SH&=5I I J MIN.5'-0•'BELOW COMMON 4-INX4-INZMAXOL FOUNDATION WALL W/ - P WOOD TO CONCRETE(CASTINTYPICAL FOUND CONSTRUCTION GRADE TO BEAR ON- - LEDGE FOR LEDGER TO B'POURED CONCRETE WALL KEYED TOVIRGIN SOIL(TYPJ PLACE)BASE1 P/rT2T2JC O J�T(2TI0 P/T(2)2XI0 ITT T�TX10 51T ON(TYPJ SEE I/5-5 Ib°xB°DEEP POURED CONCRETE MODEL.PB442 ON 12"DIA I -I' NG FOUNDATIONWALLPOOL DRAWIN65 .y'Ic,I - - It PERGOLA P.C, PERGOLA P.G. _ F FOOTING REINFORCED W/(3).5 RE8AR5 I P.C.PG PIER FOOTING MIN.R ON C PIER TYP. PIER,TYP. a^ BELOW GRADE TO BEAR ON P.C.POOL WALL,TYP. ill ® CONT. IN FTC.(TO BE MIN.3'-O'BELOW I 4"THICK P.G.SLAB VIRGIN SOIL. P _ GRADE T (_ _ --_r -.-------- .-_---__--_----/ s •• ) P/f(2)2X10 BOTTOFT M OF STAIR SEE POOL RAWIN65 ON 9 036270 D Q XI G R BO RD PAGE 5 6 X GER A O D P-lO D-RBO_RD _-_-_-_ _-_-_-_-___-___-_-_ STRINGER,TYP. B - - _- - _ - -•_ .. -�<5 - - - '- u»ti.:- - .»::y+;: I 6 SECTION NE BMA 5-5 4°= 'y _ fVg�a PR 2XIO LEDGER BOARD SECURED TO l P/C POOL WALL W/1/2'DIA.X b"LONG Michael Sutlano,Architect P.G. 7 I o y SIMPSON STRONG-TIE TITEN HD �g I 'T; ': y�y._� _ �• I aO 5enlx Ave, _1 CONCRETE ANCHORS a 16"00. STAGGERED(TYP).SEE DETAIL WAI "- ( - I '1.5'Rilers ahadnll lD Wtatedmou skit and -�� Center Moriches,NY 11154 I wMatardnOs 631 BM2 i pre prwidea pn yoen elate. i fl ( 1 B-ra-os6a P/T(2)2XI0 P/T(2)2XIO P/T(2)2XIO _ 51MP50N STRONG-TIE COMMON 41N X 4-IN y:,. - -- - y - ZMAX WOOD To CONCRETE(LAST IN _ $,'��"..S_ O I HaMfaBlWant•54'-$B'tran the i I BUT65 KIM E RESIDENCE I PLACE)BASE MODEL 0PE44Z ON 16'VIA Y I NOTE tspMfhs mslnp tos efop of thd• i� l l i i 65 UITHO RD, NY DR., P.G.PIER FOOTING MIN.3'-O'BELOW GRADE ,3;•-� ONA'ER RESPONSIBLE FOR ORDERING I TO BEAR ON VIRGIN SOIL.(TYP.66) s' - j I SOIL TEST To CHECK FOR BEARING ; CAPACITY OF SOIL AND WATER TABLE 6'-10" LEVEL. p�ieeeap of aeplere� 11 II. - s O i I I I ec 70, Block 13, Lot 20.7 ' iv 41nchee-min (2)2XI0 I I CONTRACTOR TO RE GRAVE EXISTING dlame�r i PLEASE NOTE: POOL COVER VAULT,COORDINATE - I EARTH.PITCH AWAY FROM THE HOUSE. I I I W/MANUFACTURE 5PEG5 - us. I%bar I 1 BM2 - MAINTAIN MIN.6'CLEAR FROM BOTTOM All .roles Paeyud , I I Infortnahan For I...ay sde and I L I OF NEW SIDING TO GRAVE. Types halbmta In depth a'JOWgt to,it's wa ga h red by survey (AK and PR(2)2XI0 P/T(2)2X 10 /T(2)2XI0 _ 5IMF50N STRONG-TIE COMMON I q, ) and 4-IN X 41N ZMAX WOOD TO - P Survey,n last dated Oi-14-19 _ is thm 16V8'ndc th or9' CONCRETE(LAST IN PLACE)BASE I I CONTRACTOR TO VERIFY EXISTING FIRS Handrab NthaIfth rber la opal I I I I �_ONouoo al p (TeBFDw, IIIwUahve I MODEL apB44Z ON 12"VIA P.G. - I FLOOR WINDOW HEADER SIZES.MIN.SIZE strode Crest Ktta I perpoxs)only and a such my TO BE(2)2xb U,N O. PIER FOOTING MIN.3'-0"BELOW - I I 1-V4'MW- Nosyysrequlredansmads II II intellectual pr4senfd Is the 's &RACE TO BEAR ON VIR61N SOIL. _ �dlan'ter-Y proper y o gieslgngrwpllc o - i NOTE dap ! StrLPcr (TYPJ • - -__ leestMT[r In sA 1 and net to be „xd wfhaut wntten MuMwn dluleter __ sent EMG.WALLS TO BE REMOVED an 0 .o I V4'Maxlmml EXTG.WALLS TO IN I Opcn rlxn artP roiOted NOT FOR CONSTRUCTION PERGOLA P.G. o PERGOLA P.G. :� I Nardreda/XtndraIt At rluu must Mequ� O REFAI. PIER TYP. PIER.TYP. - K:,,..-a.v,:.+, _ - ,5�.._,... :-.,..�-,..n,:`5 - _ _ -c_''.^.'Gc.�.:> ^.(,L^'=-:•': PE CONSTRUCTION ® Psrm mr4'Mn PorWed chat the apcnnp -- - - ___ - —_—_—_—_— �v` V4'Mu in Wlhtandmmot �cr btsxcen trtadsdxs nos Scale I"=16,_0„ `P/T 2X0 LED6ER BOARD J r `P/T 2XI0 LEDGER BOARD ",�r`P!i 2XI0 LEDGER BOARD ° I I O BEARING WALL ucord bV4'Nnebnc KurdsthepatraBe of o _ Date 03/15/11 --- J•' \•'/ ',,:y` V ,o yo I I r NEW P.0 FIND.WALL (Fat Type 2•ae NYG 9492) 4-Llah-dsmeur aphero. O an a� I Revisions D ry m BMI - I 'j I c5-w5P e (2)2XI0 ±l J. (2)2XI0 P/T(2)2XI0 P/T(2)2XI0 a P/T(2)2XI0 P/T(2)2XI0 P/T(2)2XI0 ° P/T(2)2XI0 I (Gontinuousiq sheathed wood str"""panel .'.',..'.•„i.F. ----- ------ ------ P/T(2)2x10 FASTIE 1*6'EDGE 12'FIELD � NOTE DECK DRAWINGS STAIRS DETAIL ------ - - - ------- - ----- -------- ------- ------ -- S-5 I/4'=I'-0' WOOD STAIR/RAILING.TO BE SELECTED BY OWNER(MA%.RISER HST B-I/4°6 5'- 5'-q' S' O' O" -O" 1'-O" 1'-O° 1'-O" 4'- 3'-1° MIN.TREAD DEPTH SHALL BE 91)MIN.NERD ROOM 6'-B°.HANDRAIL ON AT • 4'THICK P.G.SLAB o BOTTOM -l4'-5" LEAST ONE SIDE OF STAIRWAY.HANDRAIL 11GHT NOT TO BE L SHALL THAN 54'HAVE 1 OF STAIR STRINGER,TYR NOT MORE THAN SI ABOVE STAIR TREAD NOSING.HANDRAIL SHALL NAVE A OF STAIR STRINGER,TYP. PERIMETER DIMENSION OF AT LEAST 4'a NOT GREATER THAN 6-1/4'W/A MAX S b CROSS SECTION OF 2-I/4'. 2 DECK FOUNDATION PLAN gg CODE INPORMATION POOL CAPACITY ENTRAPMENT PROTECTION FOR SWIMMING POOL SUCTION OUTLETS .* 2020 Residential code of NEW YORK State(publlcatlon date:November 201-1) AGIO6.1 GENERAL.SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR c 2020 Building Code of NEW YORK State(publication date:November 201q) SIZE DEPTH VOLUME(C).FT.) CAPACITY(GAL) SPA.SINGLE OUTLET SYSTEMS,SUCH AS AUTOMATIC,VACUUM GLEANER SYSTEMS,OR OTHER SUCH MULTIPLE SUCTION P A 2020 Plumbing Code of NEW YORK State(publlcatlon data:November 2011) OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. 2020 Mechanical Code of NEW YORK State(publication date:November 201q) POOL 16'-0"x46'-O° 3.8'-"f.8' 2.333.6 24,500 R 44, 20 AGIO6.2 SUCTION FITTINGS.ALL POOL AND 5PA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT 20 Fuel Gas God.of NEW YORK State(publication date.November 201g) CONFORMS WITH ANSI/ASME A112.Ig.6M OR A 12c=-DRAIN GRATE OR LARGER,OR AN APFROVED CHANNEL DRAIN a 2020 Fire code of NEW YORK State(publlcatlon date:November 201g) SYSTEM.EXCEPTION:SURFACE SKIMMERS 2020 Property Maintenance Code of NEW YORK State(publication date:November 20111) 2020 Existing Building rode of NEW YORK State(publlcatlon date:November 201q AGIO6.3 ATMOSPHERIC,VACUUM RELIEF SYSTEM REQUIRED.ALL POOL AND SPA SINGLE OR MULTIPLE OUTLET 2020 Energy Conservation Oenstruction God.of NEW YORK State(publication date:November 20111) CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS ^ Ev 2016 edition of the Energy Standard for Buildings Excapt Law-Rise Residential Buildings("ASHRAE qO.I-2016") LOCATED THEREIN BECOME MISSING OR BROKEN.SUGH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE P-4 ICe AIIT.1-200-1 Accessible And Useable Buildings And Facilities With The NYS PROPOSEDIy Adopted Accessibility Sign APPROVED OR ENGINEERED METHOD OF THE TYPE 5PECIFIED HEREIN,AS FOLLOWS: 2"BLUE STONE COPING I. SAFETY VACUUM RELEASE 5Y5TEM CONFORMING TO ASME AII2.14-1.1-1,OR 6" - / DECK ASSEMBLY.SEE 2. AN APPROVED GRAVITY DRAINAGE SYSTEM 0 TABLE R3012(U 4Ec:DRAWINGS ON 5-5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O X `9 AGI06.4 DUAL DRAIN SEPARATION.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH I` A MINIMUM OF TWO(2)SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR VERTICAL WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD -ss CONTINUOUS a DISTANCE OF THREE(5)FEET SHALL SEPARATE SUCH OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED 50 THAT LIMIT OF OL BEAM WATER 15 DRAWN THROUGH THEM 51MULTANEOUELY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR yy�� GROUND SPECIAL WIND SEISMIC WINTER UNDERLAY- AIR MEAN PUMPS.AGI06.5 POOL GLEANER FILTERS.WHERE PROVIDED,VACUUM OR PRESSURE GLEANER FITTING(5)SHALL BE V1 SNOW SPEED TOPOGRAPHICAL WIND BORNE DESIGN FROST MB-0T FLOOD MODERATE ,5cOP51 CONCRETE -:--I LOAD (MPH) EFFECTS REGION DEBRIS GATEGOR NEATHERING LINE TERMITE DESIGN REQUIRED HAZARDS HAVE FREEZING ANNUAL LOCATED IN AN AGGESSIBLE P05ITION(5)AT LEAST 51X(6)INCHES AND NOT GREATER THAN TWELVE(12)INCHED DEPTH TEMP ACTION INDEX TEMP _ . _ BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S), rlCnn` REGION ORM BY"STEELTEX", 20 psf 140 NO NO NO 5 SEVERE 3 FEET MODERATE II YES NA NA 618 52.1 DEG. 7 " I 'MASQNITE°OR s/° PLYWOOD FENCE NOTES: POOL FENCING SHALL COMPLY WITH 5EC AG 105 OF THE NY5 RESIDENTIAL SLOG.GODS. aq'O.G.EACH ALL POOLS SHALL BE COMPLETELY ENCLOSED BY A FENCE AND ALL FENCE OPENINGS OR POINTS OF ENTRY u I e II1 I—� Wp`Y INTO THE POOL AREA ENCLOSURE SHALL BE EQUIPPED WITH GATES. = = I— '"L5500P51 CONCRETE POOL GATE5 SHALL SWING OUT AWAY FROM POOL.ALL 6ATE5 SHALL BE EQUIPPED WITH SELF-CLOSING AND 3'- 46'-0' i�� - I �i' Ii= OMP SELF-LATCHING DEVICES PLACED AT THE TOP OF THE GATES AND ALL GATES SHALL BE LOOKED WHENEVER L c 4t• _ -11 f �I AGT SUBGRADE 4 P S ROVIDE THE POOL IS UNATTENDED.POOL.FENCE TO BE A 4'-O"HIGH 5'-1° O" 39'-0° — FORMWORK FOR "RI — �TiT—tr- CONCRETE WALL GENERAL NOTES: ° B '- 'O" 8'-O" 4 I� =T-= —I11= =1I--�L1=l POUR " I. THE DESIGN 15 BASED ON DRAINAGE 501L WITH LE55 THAN 1051 SILT.GROUND WATER SHALL NOT EXIST WITHIN THE - - i II- III= — LIMITS of EXCAVATION.IF GROUND WATER EXISTS WITHIN b'-O°BELOW GRADE,SPECIAL DEWATERING FACILITIES WILL REOUIR ° ('�' M'------ - -------- -- --- - ET,Z7. ---__ ____ __ __ _____ _______ _____ _______ �L �b T—TF1r BE 5URCHA v. CI 1 2. NO SURCHARGE ALLOV�D WITHIN 4b°OF SHALLOW END AND 6'-O"OF DEEP END. �--r"�^^.--^ -- - - -a _I I = I= �T—I CI I 3. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE A 1.4 MIX WITH A MAXIMUM OF 5.5 GALLONS OF WATER PER .o ..`,�.r..r ::.... tii �� it o.. r";- ..M.... .-.. t:>_�..^i;,*;,..-'.c:,+.�_,.:.�::G.e;--s„ •�I .— — =11c —�I=III=III= SACK OF CONCRETE. t;i l W W W R ry�-y'I r=I E I I� I ITT=�� E 4. THE REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH THE MINIMUM LAP OF 30 BAR DIAMETER. i 5'•,,,y F W W W W BENCH `y —III= III=III=III— ,I-),I— 5. POOL WATER SUPPLIED BY OWNERS GARDEN H05E OR FILL SPOUT AS REOUIRED TO KEEP DURING FREEZING WEATHER. �' -III=1�� I =��r1= I- PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HRS. ha Ic: 6. FILL SPOUT TO BE I"GOOSENECK WITH A 12'AIR GAP BETWEEN SPOUT AND POOL WATER LINE. PROP. 1 p y � r^ SPA J I j - l NOTE: EACH RESIDENTIAL SWIMMING POOL INSTALLED CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14 2006 II 1. WALL SHALL BEAR ON UNDISTURBED SOIL. I(JJ 2.ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. AND EACH COMMERCIAL SWIMMING POOL INSTALLED.CAN57RUGTED OR SUBSTANTIALLY MODIFIED AFTER DEGEMBER 14. 2006 5HALL BE EOUIPFED WITH AN APPROVED POOL ALARM WHICH: ' 16'X46' - ,� v ° Q I W - °i 4 POOL WALL DETAIL A. 15 CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AND AUDIBLE ALARM WHEN IT DETECTS A CHILD ,,a o F- PROPOSED Pool o ENTERING THE WATER ry iu`i v [e z - 'Fi __ m S-6 SCALE: 5/4"=I'-O" B. 15 AUDIBLE POOL51DE AND AT ANOTHER LOCATION AT THE PREMISES WHERE THE SWIMMING POOL IS LOCATED G. IS INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONStu DUAL MAIN DRAINS I NOTES; D. 15 CLASSIFIED BY UNDERNRITER5 LABORATORIES,INC.(OR OTHER APPROVED INDEPENDENT TESTING LABORATORIES)TO W/STRAINER(VGB SAFETY THIS 15 TO CERTIFY THAT THE CONSTRUCTION OF A SWIMMING POOL REFERENCE STANDARD A5TM P2208,ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS,AS ADOPTED IN 2002 ACT APPROVED DRAINS) �. ON THE SUBJECT SITE WILL AND REQUIRE SPECIAL DRAINAGE. AND EDITORIALLY CORRECTED IN.TUNE 2005,PUBLISHED BY ASTM INTERNATIONAL 100 BURR HARBOR DRIVE,WEST _ `J p CON5HOHOOKEN,PA.Ig428;AND THE POOL WILL BE FILLED BY A DIRECT I"FILL SPOUT PIPED FROM E. IS NOT AN ALARM DEVISE LOCATED ON PER5ON(5)OR WHICH 15 DEPENDENT ON DEVICE(5)LOCATED ON PERSON(5) 4 THE HOUSE WITH CONTROL BY AGATE VALVE AT THE HOUSE.THERE 15 FOR ITS PROPER OPERATION �1vR/ m ,j A STAINLE55 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 Z fNN. BETWEEN THE FILL SPOUT AND THE POOL THE POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE INSTALLED _Ii: ^p...,. .-.. •r..,...- ... Lv.a,M;;......-.:..v..�s,,,,..."�.....�.,�_.r.r_..,....y�,,:.�y.,"...._.:�.,:.�..�:.v.._:`.':...,.;�,::.,n::K..n_:�r_�.-._:'��..a�>.:. THE POOL WILL BE CONSTRUCTED PNEUMAT ICALLY APPLIED STEEL _ - _ .,.,r•� =.-- 4 - - � ----��__:"'�" _�i REINFORCED 5000 P51 CONCRETE AND THE POOL WATER IS DESIGNED "ALL WATER EITHER OVERFLOWING OR EMPTYING FROM THE POOL SHALL 8E DISPOSED OF ON THE OWNER'S LAND.^" � I�r________________ ______________________________________________________ ______________________ ________________ __ __ _� TO BE CONTINUOUSLY ROUTED THROUGH THE FILTER AND n r. Q t.• _ 3 '_ 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 a II FILTER WILL NOT INTERFERE WITH THE PUBLIC WATER SUPPLY.THE UPON THE PROPERTY OF ANY ADJACENT PROPERTY OWNER."® Q 0 t --�~- - EXISTING SANITARY FACILITIES,NEIGHBORING PROPERTIES OR PUBLIC HIGHWAYS. "NO LOUDSPEAKER DEVICE OR EOUIPMENT OF ANY KIND SHALL BE INSTALLED OR USED IN OR ABOUT THE SWIMMING POOL - OR POOL AREA UNLF55 THE SAME SHALL BE MUTED 50 AS TO PREVENT ANY NOISE FROM BEI 0 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH REQUIREMENTS PROPERTY LINES OF THE OWNERS LAND.'4® OFTHE NEW YORK STATE BUILDING CODE,LATEST EDITION. ® J� TO BE CONFIRM WITH POOL THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSION AND 2"PROVIDE SUCTION FITTING5 AS PER AG IO6 '-C COVER MANUFACTURE CONDITIONS IN THE FIELD BEFORE COMMENCING WORK.THE CONTRACTOR SHALL PROVIDE THE NECESSARY COORDINATION "PROVIDE ATMOSPHERIC VAGWM RELIEF SYSTEM AS PER AS 101 0 BETWEEN ALL TRADES WITH REGARDS TO THE DRAWINGS. *PROVIDE DUAL DRAIN SEPARATION AS PER AS 106.41 0 I POOL PLAN /�5-6 SCALE: I/4"=I'-O" NOTE: "POOL GLEANER FITTINGS TO COMPLY WITH AG 1065° FS J L 2122 ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE(PUELICATION DATE:NOVEMBER 201-1) SEE DETAIL 5/5-6 POOL COVER VAULT COMPOSITE DECK FLOOR ° TANNING LEDGE 12"WIDE POOL BLUESTONE BORDER 6°•° Southold Towr ------ -- _ POOL DECK ASSEMBLE. AS MANF. I Board otTfUStC SEE DECK DRAWINGS 6" cP GS 6"tV I I C (5-5)FOR MORE INFO. 18"WIDE 51-A BENCH,7YF. riIIlam, I6'X58' I il; =, jTj PROPOSED 11 II—, III ��/��/ \I I Lr POOL i I=11 Clil 11 0 ------------ _I "' � STEPS,(TYPJ 4J=1I i — S T(•(-1 _r 1i_ I - �° r'9 � / 5PA o3NE Q a4 GOUT.NOSING BAR AT I' _ -- STEP EDGE, 'PA' OF 3 — F' v —I 1 I I =i1I C1' WALL/FLOOR AS DETAILED ,��.L_ 4,zl 11 II�IiI— ,2°COMPACTED SAND 1 III L I—1 I' 1 ^ cI—..BLUEST.COPING, Mlchacl Sudmio,Archltect 1I SEE DETAIL 4/5-5 III— i - —I —i I III I I—I I—III _ _ _ qa 5eAvo, DUAL MAIN DRAINS III- — I—I I I—I I I-1 I I—I I I=1 I O (b5l)8 Moriches,NY II934 I - (631)BT4a56B 2 POOL 5ECTION II _I I'_ 'III—II I-III III--I II—III--I1 BENCH BUTTAFUOCO RESIDENCE II65 KIMBERLY OR., 5-6 SCALE: I/4"=1'-O° #3®q"O.C.EACH WAY =1 -I I I-I I I I I=I I—I I I={I I I-I I I, SOUTHOLD, NY I}"TO WASTE PUMP WITH TIMER =1—I .III IIO'� I—II—I 11 I I 1-1 I II—I I—III— FILTER SWITCH 8,.=0OPSI CONCRETE = —III-I I I—I'I—I I 1—III—III—III 5PA WATER LEVEL ec 70, Block 13, Lot 20.7 I —I I—III—I 1=III—III—III=1 I I—III=I I -O° 8-O" 0" 12"BLUE5T0NE COPING,TYP. HAIR AND LINT STRAINER COMPACT SUBGRADE 6 i 1— I'-b" 5'-O" I'-6" PLEASE NOTE. CHLORINE PROVIDE FORMWORK FOR —III—III—III—III- 1=!I—III—III—Ili III. GENERATOR CONCRETE WALL POUR :=i I=i!= L i= J I_!—III— C�1 (2)-r3 CONTINUOUS® InFortnatim For lmdswpe site pim POOL BEAM athered b s 1mt dt 1 05-14-.p _ S��rveYln9, Iq) aW (OPTIONAL POOL _ = Nt t_I alas (TBo,(ast dined AUTO SKIMMER - m in III 3,SOOP51 CONCRETE o-oo-oo)w1 bs m,e d r IhvS�Vative 5 VAULTWALL DETAIL — a3 a q"O.G.EACH WAY nfama imp YPe m ed my intellecWal Prapeu Y ofWgksi{p�grwpllc 5-6 SCALE: I"=1'-O" - (TYP.6 10'WALLS) o,d mot I. x ,mod lh t no, ELECTRIC POOL HEATER. POOL '.• - 1 COMPACT 5UB6RADE 6 croscnt PROVIDE —I —III—! 1,-I 1-III III— I- PROVIDE FORMWORK NOT FOR CONSTRUCTION BACK TO THERMAL POOL COVER I i POORUGONCRETE WALL Scale P=16'-0" T—I (- POOL I— Date 03/15/21 1 Revisions s 2 MAIN DRAINS /I 11— 1_; POOL DRAWINGS POOL PIPING SCHEMATIC AND WATER TREATMENT DETAIL I� '%II=11 6 SPA DETAILS 5 SCALE: N.T.S. S-6 SCALE:5-6 `J fCJ ;y. A . y Ly��, .T \) ^i � �1111�N11f�t� ::� llb��II�IBIIII IIIIIAIIIiI IIIIIIII,;,j�' ate* ,�� 'Fa�'• 7Qr`a 2r Fr*'r��`.'ACM a � r,�ti N�»�.r'G+" i�`� m '�'� °. X "' ,.�e4D'��I `:=rr,....sr .,�._. v w �„►_.F�...`_4.. �'P +&;': ''�`•'.�,. fig id. wwt I M 4• s alk! 9 vX�i 17� E 3' fi r I j I s .mot k •'- -�, ..�I � �a.a4 ��.�, gip, .+' � I y, �� i e . J r - ._ �1 u muuU�ilipmaitJ. � �. �� x. ;,` i-� p° _ y �� N-y , �. �, �� ;, .. •�,'„�.� _ P `.a � .� ' � T� ��'�Jr` s S�.'e'f r�? Y•"��6r`� V7P.^' s�.•�'" £.h!£ .•+`€J FAY+' �d�;,.�s"'�.Ad��'M.y "?,''"" � ,r �'�-�`nwy"ga4'j'� , 'C ,'��"Si=��'�it..,',�i....1[�' � � �� ,�,�{ °�Ly„ in �-ir � �',I� � • �+ 7� :,�, • ^, ._ r s,•:F u�"�3'!:''3� ,�.,s'+.,xesr.`*�#z. �!'�;�'3��„-�,. _ rtt_�r�::1:.'f^.��,.}'S!�:.-... �'._',�53+ry.r.�.i .�'°;'�.-,?wt1£�a�' 1 i`x7t„�.' �.��.. �.• i� I � ,, , � � � �� . 1 i�! ' ; , 1 - .: �. 4�.�j_ }! 7 �e` ,� d 7y=x. 11' �', ��$ r. _, I � _ loy:,.l�5 ._...� .__ � .' r wnv I ^�r�1 ` � � -tW.^s.-.—_ �_ __A. ... _ .�. _�. yy i� r� �� NJ Y �_ �.�"'� ,��yy�� " _ _ ♦ .a'.a 1,w.�y l^ �=�� WINN �^ =µ� � illllllllll�l' Illltll«ttll� -- -- - -- Y y 'u k4 ti ' RkR kkk YGR R tit®kRR _ YRR kCi FYe NOi ��tt PP 3• -� 771� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region i SUNY,, Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 w%vw-dec.nY.gov PERMIT MODIFICATION July 1, 2019 -Daniel Buttafuoco c/o Buttafuoco Associates 144 Woodbury Road Woodbury,NY 11797 Re: NYSDEC Permit#1-4738-04304/00001 Buttafuoco Property,1165 Kimberly Ln.,Southold Install Pool,Drywell,Patio,Hot Tub & Associated Equipment Dear Mr. Buttafuoco: The Department of Environmental Conservation (DEC) has reviewed your request to extend and modify the above referenced permit in accordance with the Uniform Procedures Regulations(6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,the permit is hereby-is hereby reissued with a new expiration date of December 19,2023,and modified to authorize: Installation of a pool,patio, drywell,hot tub,and associated equipment all as shown on the attached survey prepared by John T.Metzger, last revised 6/6/2019,stamped-"NYSDEC Approved" on 7/l/19. The following additional special condition shall apply. 1. No Pool Discharges to the Wetland: There shall be no draining of swimming pool water directly or indirectly in tidal wetlands or protected buffer area. This letter is a modification to the'original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Kevin Kispert Permit Administrator KAK/File cc: NYSDEC-MHP _ .P. Moore, Esq. "awvoRK Department of STATE Of OPPOWUNI Environmental b Conservation r New York State Department of Environmental, Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website:www.dec:ny.aov Joe Martens Commissioner December 19, 2013 Daniel Buttafuoco 1165 Kimberly Lane Southold,NY 11971 Re: NYSDEC Permit# 1-4738-04304/00001 Buttafnoco Property, 1165 Kimberly Ln., Southold Construct Additions to Existing House Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act(Article 70, ECL) and-its implementing regulations (6NYCRR,Part 621)we are enclosing your permit. Please carefully Lead all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any g .conditions,please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely; - • MAR 2 .42014 i Kevin Kispert -- Environmental Analyst 11 Enclosures KAK/file cc: Habitat-TW TDA Inc. r AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ter. Facility DEC ID 1-4738-04304 PERMIT Under the Environmental Conservation Law, ECL F_ •Permittee and Facility Information Permit Issued To: DANIEL BUTTAFUOCO BUTTAFUOCO•PROPERTY 1.165 KIMBERLY LN 1165 KIMBERLYLAN'EjSCTM 1000-70-13- 20.7 SOUTHOLD,NY'11971 SOUTHOLD,NY 1197 Facility Application Contact: , 1 TDA INC PP PrI�R :4 2014 i 72 BAYSIDE DR POINT LOOKOUT,NY 11569 (516),897-2408 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: SOUTHOLD Facility Principal Reference Point: NYTM-E: 717.135 NYTM-N: 4547.848 �t T a4titude• -41°03'10.5" Longitude: 72."24'5-8.4" .;;=a.:^t•r•:r:..c.t::,,...rti;--...., •b4'1:i`. �K'*✓�7� ;'s :"=?' [•::=:'•:Authorized Activity: Constructadc�itlons,replace-portions-of the existing paved driveway,-I)stall drywells and diainage`st'riictufes;andrelocate the septic system all located more than 100 feetaatrdwlyd of the wetlari*boundary (Mean High W fer,),;as shown on the attached plans prepared,;hyiG r'd E. IV1eyer,last revised 12/5/13, stamped "NYSDEC-App, oved" on 12/19/13. SAB11=09=012 Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID•1-4738-04.304/00001�l-,,::::;;••:::;::: :. New 'Permit Effectiv 2/20/2Q•13,,.i;;�..;.^ Expiration:Date;,12/19/.2018 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, 11790-3409 Authorized Signature: Date /L/ Z0/20/1 Page I of 6 Y NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 Distribution List TDA INC Habitat-TW KEVIN A KISPERT Permit Components NATURAL RESOURCE PEMUT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ``'{•. .P11* t�i Permit Attachments 'y Sit&"Pl'an 12/5/201 r.r m s i t 1 t t t FO�Oi� n I�I :c.�A�T r.URSAI�RESO�tC.L�1PI3R1VMIT�GONIDI'I�ION;S-=A:pPly�to�the�• i< g _Oze'w.I.'arrmits: TIDAL WETLANDS �,ti •n�- 11- . 1. Regiilated Activities Authorized By iii,i§=Vermit This permit authorizes orily.tli' a regulated activities/structures identified under the section D s'ription of Authorize..d AcfiAty.NYSDEC does,not ss a after-the-fact or as-built permits. This permit does not authorize activities,or legitimize the existence of structures,which would have required a permit but for which no permit or other .authorization has been granted NYSDEC. 2. Conformance With flans All activities authorized by this permit must bo in strict conforma0e with the approved''pI iris`siibii 'it ed,Uy the-Opp li'caiit'or`appliasnt's`agent"as part''of ti.pernnt-application: Such approved,planswere,preparede..by..Gerard:E.-Meyer.;•last:revised;,12/:5/13;stamped:"NYSDEC Approved"bn 12/19/13. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shalltsign and return'the top portion of the enclosed-notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30'days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the workshe and adequately protected from the weather. Page 2 of 6 v Am do.w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04304 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. Structure Must Be At Least 75 Feet Landward Of Wetland Boundary This permit authorizes the reconstruction or restoration of residential structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands,or structures in the adjacent area but located less than 75 feet from the wetland boundary;•are not afilorized`_.;. _e 7. Development Restrictioii"s Reconstruction/restoration projects autliorize, by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1)?(4) and(7): -The 75 foot•mimmum wetland setback requirement for all principal structures and all n g-water- dependent structures exceeding 100 square feet in area. -The 20%maximum.adjacent area coverage limitation for impervious structures and surfaces.TV- -The 7 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. ; 8. •Area.of Disturbance for Structures Disturbance to the natural vegetation or topography seawdiici of ie "Limits of Land Disturbance" as shown on the approved plans is prohibited. 'T'•tL '6iX'IiJ.2.�sb ttt4"c�r•`r1s r:a�- =_r.atHtv,Sa r- . . -_. °•`!iu.'�u.'cr3x'a:.*" .*.o:F:c:',nL�%.m Y3'tkf'<='.::"Ic:n"Yir-#.�3.-:t{'+�.C'3'.'• 9. Straw Bales or.Othe�-,�at7(tidal Wetland A row of staked straw bales or approvable erosion control devices shall�,bee laced at the landwai�d:edge of the buffer area or 75`linear feet from the tidal'w t and boundary;or as per the NYSDEC-approv&d$lan,,prior to commencement of anyxegnlated activities arid. renii in in place and in good,functional condition %intilttlae,.pFoject is cotr ?,Ietedva id all disturbed.area are habilized with vegetation. t t r 10. 'Rontain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily expose&or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silts; curtains;(or other NYSDEC approved devices)placed on the seaward side between the fill and tlie:' wetland",or-protected=buffer-area -•Tarps•are•authorized-tasupplement:these,approved=methods:-O--- '.5fy):":%�?..1..�7::'.` ':.-�..` .•':`:"::.r.•::-:.; �_.,.•.�..•' .•.-.... ... •.:.i'::tM..•::':::��i'•'.-f'.:'1:��-T.3 i�+.T.:.:t:S'.::�F.s.`...1:%!�::..�.:.lA't:�.�i 11. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion'prior to the project completion or expiration date of this permit;=%whichever comes first. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event.All drywells shall be located a r minimum of 75 feet landward of the tidal wetland boundary. 13. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 14. No Construction Debris in Wetland or Adjaeenit Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'REW Facility DEC ID 1-4738-04304 15. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 16. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 17. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 18. Driveway/Parking Area of--Y&Vious Material Portions of di7Vew,ay.and parking areas shall be constructed ofNYSDEC-approved pervious materials as shown on the approves]plans. 19. Concrete Leae-VAte During construction,no wet or fresh concrete or leachate'shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixerrp s;br other devices be allowed to enter any wetland or waters. Only watertightar waterproof forms shall be used. Wet concrete shall not be poured to displace water within tte;forms. 20: Preca irtions Against Contamination of Waters All necessary precautions shall be taken'to preclude'contamination of any wetland or waterway by suspended solids, sediments, fuels,•solvents; lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit,the z rv...-, -:cc.,.. ;s-_ ...• t;.:..,• a..trFxnic rs�-c.::n'r.'r.:..xaaY:.:a;sacs� s?iotr,Xh:•Fa�rlli.;..u• lo.u.r..exp ren:n.'se to...t:h.e.-State,:4andpiojctJierebohasnot-beencompleted,-the app,&ant s to such extent and in such time and manner as the Department of.Environmental Conservation may lawfully require„removetalI o> an potion of the uncompleted structure or fill and restore tlie-site'folits former condition. No claim shall be ib;a gainst the State of New York on account.of any such rempl"ai or alteration. 22. '8tate May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navig,'Iion' of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or-=,cause..loss or_:destruction,.othednaXual,resouces;of,the.S.tate,;the,owner._r}iay:be ordered.aiythe -Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to'f State,'arid if, upon'the exprratron.or revocation of tlii's"parrrirf;`tlie structure,fill,= excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State,and to such extent and in such time and.manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04304 GENERAL CONDITIONS -Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the penmittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and•SAPA 401(3). The permittee shall provide a perso i to accompany the Department's representative during an inspection to the permit area when reej,e d by the Department. ` ''=:�•... A copy of this per it,including all referenced maps, drawings and special eor►ditions',must be available for inspection ley the Department at all times at the project site or facility.•Failure to produce a copy of the permit up i request by a Department representative is a violation of this permit. 2. Relat�O`iship of this Permit to Other Department Orders and Determinations Unless expressly provided'for by the Department, issuance of this permit does not modify, supersede or rescind any!order or�dete6nination previously issued by the Department or any of the terms, conditions or requine -6 s contained in such order or determination. 3. Alplications For Permit Renewals,Modifications or Transfers The permittee must submit A, separate written application to the Department for permit renewal,modification or transfer of this }iertiiit:'�Suc}i�ppli�'ationFiriust�i'ncludey�n�i`'focros�oi�stippleineriCal`�iiifo"imafio�i'-tISe�DepaTtmen�requires. Any renewal,modif�ication q transfer granted by the Department must be in writing. Submission applications,fox-permit renewal;iMf ieation or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY.@ STONY BROOK150 CIRCLE RD :y STONY BROOK,NY11790-3409 4. Sulrnission of Renewal Application The permittee must submit a renewal application at least 30 days before'•peiriit cxpiiatiori'`for'[li"e'fo'IIoirifg .eimit'audo�"iz�itions: 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the"permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A:Permittee.Aecep.q,)L,aI Responsibility and Agrees to IndemnificatJonk„,i The permittee,.exceptingtstate or federal agencies,expressly agrees to indemnify and Ikold harmless the Department of Environmental Conservation of the State of New York,its representatives,edp o , es, and agents )t'or all claims, suits, actions, and damages,to the extent attributable to&16,� permittee's acts Fr omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether u% compliance or not in compliance with the terms and conditions of the permit. This inddmnificatioff'does not extend tro any. claims, suits, actions, or damages to the extent attributable to DEC's own negligentor inf'entional�acts or omissions,or to any claims, suits,or actions naming the DEC and arising under Article 18'i`of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision , under federal or state laws. F Item B e�mittee's Contractors to,CQm ly.10th Permit -..;c,.�.r=. ::.•,•i:'•:�.5 5 �:F '1n% �:.,—_ :'1F%%'N.*?%W::.Xt?�Y:3:4.fan1 AL`9��v� .�tLC�it�eeY�'3'� :e The permitwe is responsible for infonning its independent coniiaetors,employees, agents and assigns of their responsibility:to;;c.orriply''wli"this pe�nnit, including all special conditions while acting as the&}A permittee's,ageht"'with respect to the permittecka t vibes', and such persons shall be subjee tieto41f same s,v.- =: sanctions'f6r violations of the Environmental Conservation L_ aw as those prescridefoT the permittee. Item C Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: N&Right 6,Trespass or lnterfere.with.,Riparian-Rights: :.....-...:-,xe"",;..-, �'a;le::.-=-i:.•,!.,, -Yi- >, • This perrnifdoes not convey to.the permittee any right to trespass upon the lands=_or interfere with,the riparian rights of biliers in order to perform the permitted work nor does ft authorize the impairment of any rights, title,-or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Cohort 11 Orientation Tuesday,August 9,2022 7:00 pm Time:Aug 9,2022 07:00 PM Eastern Time(US and Canada) Join Zoom Meeting https://strose.zoom.us/i/93222924652?pwd=MTAxWG MzVEN HckhLV24ObXZmWGtxQT09 Meeting ID:932 2292 4652 Passcode: 695122 Welcome to Cohort 11 Faculty(based upon availabilityj—brief welcome from faculty Internship: EDA 596/597 Roger Catania—Internship Coordinator Class 1 EDA 506: Roger Catania Class 2 EDA 543: Lin Severance/Dave Cirillo —Assistant Superintendent for Human Resources,Guilderland Central Schools —Director of Staff Relations,West Genesee Central School District Class 3 EDA 551 Chris Abdoo,Assistant Superintendent for Support Services, Burnt Hills/Ballston Lake School District—teaches EDA 551 Finance Class 4 EDA 591 Jenna Avery—Deputy Superintendent ONC BOCES Class 5 EDA 589 Mike Vespi—Business Official,South Orangetown Central School District Class 6 EDA 541 Michelle Jones,Chief Privacy Officer, NYS Information Technology Services Agency (Any SDBL faculty participating are free to exit after introductions) Student Introductions Kindly provide your name,your current role and organization, and your professional goal for seeking this certificate Insight&Advice from Current Student What is online learning like? What is the workload like? What advice to you have for our cohort? Other questions from the cohort Program Overview -Deb Shea • Structure of Program • Canvas—overview and where to find tutorials • Accessing Canvas, password • Banner overview • Bio of a member of the cohort 8:15 pm Closing Remarks&Student Once-a-Round DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE os/os/2o22 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Pa chex Insurance Agency,Inc. NAME: Y PAYCHEX INSURANCE AGENCY,INC. a/coNr o E : 877-266-6850 a/AX No 150 SAWGRASS DRIVE E-MAIL FlexCerts@paychex.com ROCHESTER,NY 14620 ADDRESS: @P Ychex.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:WeSCO Insurance Company 25011 INSURED INSURER B: ATLANTIS SERVICES INC. INSURERC: 20 JULES COURT SUITE 7 BOHEMIA,NY 11716 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE JNM SUER POLICY NUMBER MM/DS EFF MMI POLDI EXP LTR LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DA AGE ToCLAIMS-MADE OCCUR PREM SES Ea occuRENTErrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO ❑LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y STATUTE ER A OFFICER/MEMBER EXC EXCLUDED?ANYPROPRIETOR/PARTNEIEXECUTNE ] NA N WWC3595495 07/10/2022 07/10/2023 E.L.EACH ACCIDENT $ 500000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under 500000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold 54375 Main Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold,NY 11971 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE n ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSDEC LOT COVERAGE MAP OF PER DEC PERMIT,41-4738-04304/0001 N - UPLAND AREA = 45,000 SQ.FT. LOT 7 EXISnNG: 'PARADISE BY THE HOUSE, DECK, STOOP w/S7EPS = 5,763 SQ.FT. FILED NOV. 4, 1976 FILE CONC. PADS = 68 SQ.FT. a SD UTHOLj . BECK ROAD � �7 r r PINE 5,831/45,000 = 1z96x TOWN OF SO U TI PROPOSED: SUFFOLK COUNT I HOUSE, DECK, de STOOP W/STEPS = 5,426 SOFT. 1000-70 13 20 Ra PA TO = 1,668 SOFT. SCALE.• 1'6=40$ C. 2.50 POOL = 960 SQ.FT. `39,2>0 CONC. PADS = 68 SOFT. SEPT. 15, 1987 JUNE 11, 1993 (FINAL, e,122/45,000 = 1ao5x OCT.. 4, 1993 (DECK) APRIL 7, 2017 LOT © APRIL 24, 2017 (PROP. P- p MAY 25, 2017 REVISIOP 1 3451 JUNE 6, 2017 (REVIS10A 'O W E 20.6 OCTOBER 25, 2017 (REVIS1 NBA•22.20«E sx _ Fe". T. CHAIN U� �T B7 SEPEMBER 19, 2018 (DEC LO; pg woofl wAu- EL1a7 N MAY 7, 2019 (DEC LOT COI s t BB sTR w JUNE 6, 2019 (LOT COVERAGE FL 11.5 E1.10.7 �E N \ �+z O 33W. sTO �� E3.11.2�6� �J \ EL-9-8 o EL 10.6 ��\/El� t 6B STRIP 75.8' 1 �mp t' v��$ s,R� \ GARAGE \ oA% 09• i 9 Fitt fm a-015 > � �.�y Sc1r>E �'1 i ' �' 2 5-Ty FR. �s.5 ZONE AE c\ y 4 5 �' 22.5' Hovso�4 0 y FEE"f) 0`- �+ o �� sic �s � FRt FLR. ui1 � ZONE X �- ' � IEL. 6 � �• 1t5t < 1 .4 E112 0 WHO. DEGC11 N \ \ N PRof, LOT z1.6• z1.s' ' 16.7' `Zo 0� /�oF "AAY6ALE5 5iKIPJ c m 1 u'. x ` + 51L.T 3 r. fs Eli i'PAtto IIt o EL7.0 e \ S � s �r PROP/� � d f t a GATE TOIMHWM) r ELa.e P001- oW � �►m PROPO` I au' ,� FOR 6.s T H1 \ - N S D E .PPROVED AS PER TEF Poi- i� �i 1!' ��; `It1F1NITY 1�GE EL7.8 7.8 ` EL20 AND CONDITIONS 0-6.7 _�� = :HERMIT fJ01--2121X_� x 'R� DATE; '7ri l l�f i Coll-5L vra- EL.7.3 -FE x FE POOL 9_6.5 354.32 FKOF sE ►� ors. ots. 5C.ALE J 5 LfS. , ,.w OFSIHTYOLGE , I c 24w. Sa42220 Dox OT FLOOD ZONE FROM FIRM 36103CO166H �` •r Mop Effective Dote: September 25, 2009 J ELEVA77ONS ARE REFERENCED TO NAVD 88 ANY AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF THE AREA = 53,317 SO. FT. PECONICOSU,WOORS, P.G NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL (631) 76. --5020 FAX (6j CER77RC4710NS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID OT 2 i�.9Jr ACRES TO TIE LINE P.O. BOX 909 (' MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR NIOSE SIGNATURE 1230 7RA1/ELER STREET I APPEARS HEREON. 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SR 51 59 5 49 x 40 Vrx¢u a 1, 35.0 �� I =6 ' — m45-4 1�A i� TOWN OF d n 202 xB4 T9.1 x92� t%4f - .�/a SOUTMOLO � T $ � �� B 5 'b MATCH '- LINE 6 NorsWix¢0 ww — � x�«v -4 w L .^r.rww ....ure •• c.. — -- amrm --aw-- a.wmw„. --„-- > NOTICE u4y COUNTY OF SUFFOLK © K ¢ SeOTHOLe SECTION NO c,� � lL1) —_`—_ "°" _"—_—_ d'.' Real Property Tax Service Agency v "x,rea"r9.4 46.NY„tl6, Big of 070 . " O v.dru z3 u. ,zl Nalw lx¢ ^- —__— m.wa. --.-- v°rw o..v..,--rw-- u rsw. ^Iai*ro* wv A aes wcr x0 1000 P 0 PROPERTY MAP OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex �a P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 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 t2,000sq.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 osufFl, John G.Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 ' Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 12, 2022 the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of SHAMGAR CAPITAL LLC/DANIEL BUTTAFUOCO to construct a 16'X 46' gunite pool with 8'X 8' hot tub inside. Install an automatic cover for pool, pool equipment with gas heater. Construct a 25'7"X 16' pergola over a 2-part outdoor kitchen and bar. Construct a 2,000 sf. deck in composite around pool. Located: 1165 Kimberly Lane, Southold. SCTM#70-13-20.7 Inspected by: John Chandler, Inga Van Eysden, Carol Brown The CAC Supports the application with a dedicated pool enclosure fence. The bulkhead should not be raised and utilized as a fence. Vote of Council: Ayes: All Motion Carried .1. Glenn Goldsmith,President ®*Z� S0(I� Town Hall Annex A. Nicholas Krupski, Vice President ®V� ®�® 54375 Route 25 _ P.O. Box 1179 Eric Sepenoski i Southold, New York 11971 Liz Gillooly Telephone (631) 765- ' Elizabeth Peeples 17 '� BOARD OF TOWN TRUSTEES SEP - 2 2022 TOWN OF SOUTHOLD Id Taws This Section For Office Use Only 86afd OfTrustees Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: R.Z•Z� Received Fee: $ 25?!- Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Ass ssment Form Sent: /O -7 AC Referral Sent: a'a` Date of Inspection: 0•ly?� Receipt of CAC Report: Technical Review: Public Hearing Held: D�( Resolution: Shy.'►gad ;4-4 u'L Owner(s) Legal Name of Property (as shown on Deed): [AV•. Dot W te �a4a 44 oe- Mailing Address: ,LW 6eV��f `lu1�tTW o LJ 1" l -l—t( Phone Number: GRP - Sb • Suffolk County Tax Map Number: 1000 - 10 Property Location: �O�J CV AA —Dr &141�LV U l [ L (If necessary, provide LILVL' c& CO Pole#, distance to cross streets, and location) AGENT (If applicable): tA1+ Oucty "G�(6't't u Mailing Address: P O 6,6 SajoiloL�� Phone Number: �D�j� - ��, l ZLio Email: y14C10144 QC1es� tn.t# 00Lt Qj US L :3oard of Trustees Applicat_,n GENERAL DATA Land Area(in square feet): �,Ooo Area Zoning: F_-40 Previous use of property: � ``� Intended use of property: t �c�, Covenants and Restrictions on property? Yes _�C_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes No, If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes K No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X_No / Does the structure (s) on property have a valid Certificate of Occupancy? ✓ Yes No Prior permits/approvals for site improvements: Agency Date � G C90 LV No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_ 9 No Yes If yes, provide explanation: Project Description (use attachments if necessary): C0WS+rwC+_ OL L(9 X 40 r acM` �e (boo l sp t4-u rb x rD r Vol+u b 1�i 4, .��s�� act avt-�w+a`h C cv�v Lr_ PQQ OP[ � V"u4 W✓�Aat Vea+-&-. COLIS-60gj cL ��-� 7c iwn o 2- o vi— e� QOV Lu u JGf 3oard of Trustees Applical',. _n WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: SWMIMI.Vto P001W S U M R l M, vt —acVLt*L- Area of wetlands on lot: ILe10 square feet 4f Percent coverage of lot: % II Gam . (S��4uW C��`� �uiac�` l� Closest distance between nearest existing structure and upland edge of wetlands: UZ. feet Closest distance between nearest proposed structure and upland edge of wetlands: 12 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? 00 cubic yards How much material will be filled? - cubic yards Depth of which material will be removed or deposited: �j feet Proposed slope throughout the area of operations: &� Man f29Cner in which material will be removed or deposited: AQ P P,\ ccU'k -W Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): K) we Wth Pfapu S[ ora�MA;M 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information Name of Action or Pr ect: U+� vDco Test teace Project Location(describe,and attach a location map): Brief Description of Proposed Actio : i(P)c yw P f oo f vil SK g t,ot4v b j accfvmst` zc cavwv- aid I4--u4t- Y.0 )c Icr P. %v Name of Applicant or Sponsor: Telephone: ' 6(- 7o C7--11 c) U A4- .fT�G�iid? E-Mail: � �tL� Qde�4 !A hu Address: City/PO: State: Zip Code:11 pu • �� 1 11..L 1. Does t rop sed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that FA may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or finding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: R ❑ 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑Commercial IJ°Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ 12 ❑ b. Consistent with the adopted comprehensive plan? ❑ li ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ B 7. Is the site of the pro osed action I cated in r does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: (g i iG to ❑ ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ Z 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ R1 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 2 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ® ❑ b. Is the proposed action located in an archeological sensitive area? © ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? ® ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? © ❑ 16. Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? 110 YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? NO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO Lly O � WaKN G Ll Pacre 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: n ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ® ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE &7r1- Applicantlspons na e: lVlc r-s -tv7tw Date: 40 6 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur l. Will the proposed action create a material conflict with an adopted land use plan or zoning © ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 5c] ❑ 3. Will the proposed action impair the character.or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ® ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ® ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporates © ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ® ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? ® ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ® ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ® 1-1problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3- Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 -._-Board of Trustees Applica'-._:_m AFFIDAVIT ()tqc,aw (2"V?t" BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. c ignature of P r �,,,/��(�pyy .� Signature of Property Owner s�f SWORN TO BEFORE ME THIS �_DAY OF � 1 � , 20 otary Public Sharieen Quartaram Notary Public,State of New York Registration No.01OU6084399 Qualified in New York Cortnnlssion Expires January 07.Z021 J , c } 6 APPLICANVAGENUREPRESEN'TATIVE - TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics timhibits conflicts of interest on the part of town officers and employees:1 e�iriaose of this form is to provide JUf riitation which can alert the town of possible conflicts or Wwcr t and allow it to take whatever nngnsary to avoid same. YOURNAME: F !#.6 LlpCb 1 Dat1to—I (Last name,first name,gilddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate thc.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance, Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally-(or.through your company,spouse,sibling;parent,oc child)have a relationship avith.any.oflieer or employee of the Town of Southold? "Relationship''includes by blood,marriage.or business interest:"Business interest"moans a business, including a partnership,in.which the town officer or employee has cY.i n tt partiaTowitcrsltip of(or,employment by)a corporation in which the town o.Mccr or cmployed bMs more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town ofcer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): A)the owner of greater than 5.016 of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal orbeh vial oivrier of any interest in a non-corporate entity(when the applicant is not it corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitte t s la* day of 'JOL ZB ° S ignatu Print Nam Aaa-l'odw A Form TS I w C. i zo23 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. j YOUR NAME: VV V (Last name,first name,rni dle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of ,-2fl Signature —�— Print Name Form TS l Sharteen Quartararo Notary Public,State of New York Registration No.OlQU6084399 Qualified in New York Commission Expires January 07,2023 Board of Trustees Application AFFIDAVIT band Y SWORN DEPOSES AND AFFIRMS THAT�E SHE IS THE PPLI T FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATE TS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE.IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS.APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER.AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITIOMOF ANY WETLAND,OR COASTAL EROSION PERMIT ISSUED BY THE.BOARD.OF TRUSTEES.DURING THE TERM OF THE PERMIT. S' nature of Property Owner":. Signature.of Property Owner SWORN TO BEFORE ME THIS DAY OF.. .! ,20 I/VL= 4j CP Notary Public r N'9-,f L,--- PQLLERA 9rat No.01 PC-31IZ640 G rn03s!on Expires Pirarch 1,20A Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, ll0,n Q W- cot40CC owners of the property identified as SCTM# 1000- 11195 644 pb"Vk in the town of p ,New York,hereby authorizes `F to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town s Boar f Tiustees for this property. i � ft-Gf operty Owner's Signature. Proper., :Owner's Signature SWORN TO-BEFORE NM THIS DAY OF. ,20 o2a- 0 Notary Public QaMiec in SLtrik Ceurty Ga:m .>s@or,Expi s Mamh i,20 'Board of Trustees Applica.:..�on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: f7�J G ��d �T7� 'S' ?0 - 13 - 20 20 - do , Iq ?v STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public NOTICE OF HEARI '14G NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning'this property. OWNER(S) OF RECORD: SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUCICO SUBJECT OF PUBLIC HEARING: For 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 TIME & DATE OF PUBLIC HEARING: Wednesday, October 19, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President $Q k Town Hall Annex A.Nicholas Krupski,Vice President �b�0 Gyp 54375 Route 25 Eric Sepenoski ti z P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples 6j� �� Telephone(631)765-1892 ti Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of SHAMGAR CAPITAL,LLC, c/o DANIEL BUTTAFUOCO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DSO NRO"W V6go"�1PL :TE ThTISnFO �f1�4r� 1 �''H POSa �_G HAS E1 1 IJ N�AWM ARTOR-TO*-TH)E1f--UBI�' I, `��4iC�,v1`�` �X i;(ay±A.V A�M , residing at/dba 4t Dertk"""L being duly sworn, depose and That on the (to'day of &(-?.,�jif , 209a, I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 19,2022. Dated: s' ature) Sworn to before me this day of Oa-�— harteen QuartarM Nola Public,State of New York Magictration No.OlQU6084399 Notary p„},�;Qualified Newyork Co1��fit�ion Expires January 07,2023 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: P NAME:—04#4�0 v ADDRESS: A a STATE OF NEW YORK COUNTY OF SUFFOLK )tww-[— r"12 V4 residing at C� ��fV c - , being duly sworn, deposes and says that on the ` day of Ol&�w , 20 9-, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at �/ C b , hat said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. C I.L Signature Sworn to before me this Day of �Gi��L�rL , 20 CAROLINE M MACARTHUR NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6384635 Qualified in Suffolk County My Commission Expires 12-17-2022 Notary Public I _ Postal • RECEIPT S. Postal 3 o RECEIPT ' Lr7Domestic Mail! CERTIFIED MAIL IruI Domestic Mail Only is b 3 I I 1a I p1 I i �rJx j° 1 f�- Certified Mail Fee ,,.j i 1j I!;G'T Certified Mail Fee r 3 Extra Services&Fees(check box,add fee riate) a, ❑Return Receipt(hardcopy) $ b_ P_I 1 r"l Extra Services&Fees(chackbox,add fee ds,'¢ppafpriate) L, C3 ❑Return Receipt(electronic) $ $1 1^1.11 I •v�. a, ❑Return Receipt(hardcopy) $ ;k.i 110 O PostmaCl - ❑Certified Mail Restricted Delivery $ #1 i Here" ❑Return Receipt(electronic) $ t- p �I,i:!; Postmark--, 0 --- - ,, ❑Certified Mail Restricted Delivery $ []Adult Signature Required $ a-• a� Q Here [:]Adult Signature Restricted Delivery$ ^ � ❑Adult Signature Required $ �Zvz(' J� ❑ very Adult Signature Restricted Deli $ t_. iJ Postage . 7 I C3 Postage I=t II PU Total Postage and des ' �' ' '`I`:,n $ c rU i i. v "�q,��--- C � Total Postage and Fees a., ru cp Sent - cp Sent To' O Stieef a Apt.No.,or PO Box No. -- - p Streeta o P Box o. ---- ------ --------- City,S 1 - 0 --------------- ---------------------------- City,St ,Zl r ---------------------------------- PostalPS Form 3800,April 9015 PSN 7530LOZ106-9047 See Reverse for Instructions Postal Service- CERTIFIED RECEIPT CERTIFIED , 0 ■ - Er Domestic Mail Only nJ Domestic Mail Only ru rq r •- - • • -• - ' ' I •- - ......... • • - - , mow. rri Certified Mail Fee 1{^I.II,I Cal ified Mail Fee r1 Extra Services&Fees(check box,add fee a ar17�.tiats) I r1 Extra Services&Fees(checkbox,add fee s A❑ r Return Receipt(hadcopy) $ �`I ^i"1pPfDpha�e) .. 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All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 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, listinz both supporting and non- suppoortins!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# o - (� - w•� PROJECT NAME^ Likoe-v- The Application has been submitted to (check appropriate response): �y Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees L�1 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b). Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: R Nature and extent of action: GLSUJUMMM p -� tu ck d P Location of action: [VA` (r Site acreage: Present land use: ` eS(clGu��cc Q Present zoning classification: VV IQ 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: Uw- -e"l 0.7f& " 'O (b) Mailing address: p.0 �� c'7� (�40,00 tl' N� (c) Telephone number: Area Code( } St-7- -7-740 (d) Application number, if any: N/ �q Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No p 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. F-Ifes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No allot Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No [�J loot 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 u Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ ❑ 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 LWRP 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 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 U Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. � ❑ YeLl No 1 Not Applicable Attach additional sheets if necessary ,WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 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. El Yes ❑ 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 LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No [Not Applicable i PREPARED BY TITLE DATE . .. . . .. . .. . .. . . . . . .. . . . . .. . .. .. q design group 140 Il(95nv� 4u0[j '��uav�' s�deuce sEP - ? 2022 Southold Town, . Board arTrustees, pvop,'� can U'av+~