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HomeMy WebLinkAbout49686-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY AN BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49686 Date: 9/13/2023 Permission is hereby granted to: dorchik, Jonathan 465 Pacific St#403 . 1217 To: Construct an accessory inground swimming pool to an existing single-family dwelling as applied for per ZBA and Trustees approvals. At premises located at: 17975 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 51.-1-7 Pursuant to application dated 7/28/2023_ and approved by the Building Inspector. To expire on 3/14/2025. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt a ://www.s uthel k�ewi o, , dX,. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. q9 Building Inspector: 4 JUL. 28 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOV-N BUILDING Date:07/28/2023 OWNER(S) OF PROPERTY: Name:Jonathan Vigdorchik SCTM# 1000-51 .-01-07 Project Address:17975 Soundview Avenue, Southold NY 11971 Phone#:201-978-9561 Email:kvigdorchik@gmail.com Mailing Address: CONTACT PERSON: Name:Jennifer Del Vaglio MailingAddress:PO Box 369 Peconic NY 11935 Phone#:631-734-7600 Email:cj@ eastendpoolking.com DESIGN PROFESSIONAL INFORMATION: Name:Same Mailing Address.. Phone#: Email: CONTRACTOR INFORMATION: Name:Eastern End Pools DBA East End Pool King Mailing Address:PO Box 369 Peconic NY 11935 Phone#:631-734-7600 Email:CJ@eastendpoolking.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition F.ti at o� of Project: ❑Other Gunite Pool ,SN4 Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY 1I F R M "i l . . neuse property: Existing use of property: intended ofro ,., ° ...,. . , .._ . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to PROVIDE.A COPY.this property? ° ��"es❑No IF YES,..._. .. . _ . .. ., check ;it Af1' sl 'dlrl�: Y r r� �,r d t o f li.dr iia tl rani rrwawwdtrar� �r id�i PWr2960'tom Tft&00de. APP1101h00 is KMV MAD9 t*VM 00dift Wuinovia sisildiftpermit ria a ! AC"RD CERTIFICATE OF LIABILITY INSURANCE r DATE(MMIooIYYYY) 11/18/2021 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 Ie an ADDITIONAL INSURED,the policy(tes)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 certlflcate holder In lieu of such endorsement s PRODUCERNAME.cf Barbara Dammers Roy H Reeve Agency,Inc. PHONE (631 298-4700 PO Box 54 ) pJc Nr> (631)298.3$50 ADDRESS. bdammers@royreeve.com 13400 Main Road INSURER S)AFFORDING COVERAGE NAILI/ Mattituck NY 11952 INSURER A: CNA insurance Companies INSURED INSURER a Contdnental Insurance Co, 35289 Eastern End Pools LLC.DBA:East End Pool King INSURER c: Transportation Insurance Co 204941 P O Box 369 INSURER D INSURER E: Peconic NY 11958 INSURER F: COVERAGES CERTIFICATE NUMBER: CL21111815751 REVISION NUMiEk 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. TRW P0UCYEFF_ POLICY FXP LTR TYPE OF INSURANCEAm�Vm POLICY NUMBER N'NMID M,MpD LIMITS rX COMMERCIAL GENERAL LIABILITY EACH OOCURRENCE 1,000„000 If)RENTED CLAIMS-MADE ®OCCUR P o r S 100,000 X Conlracttead Liability MED EXP(Any one person s 15,000 A L Y Y 6080837145 11/15/2021 11/15/2022 PERSONAL A ADV INJURY $ 1„0100,000' GENt AGGREGATE LIMITAPPLIES PER, GENERAL AGGREGATE $ 2,000,000 POLICY PROI”' JEC0 LOC PRODUCTS»I:OMP/OPAL s 2,000„000 OT"HERr, $ AUTOMOBILE LIABILITY CO E.. T S 1,000..„000 QSUI -. .....�...-....-............ ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 6080837159 11/15/2021 11/15/2022 BODILY S ONLY - AUTOS AUTOS HIRED NON-OWNED MA AUTOS ONLY AUTOS ONLY ParO DA S iS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE '.$ 11 11 ­,""I'll, Id DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LUIBILITY YIN S"TA&TE R _ OFFICERIMEMBER EXCLUDED? E.L.EACH ACCIDENT $ 1 000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE C Y NIA 6D80837162 11/15/2021 11/1512022 (Mandatory In NH) 1,000,000 If yes.describe under E.L.DISEASE-EA EMPLOYEE S DESCRIPTION OF OPERATIONS belowE L,DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Addigonal Remarks Schedule,may be attached if more apace Is required) Certificate holder is included as additional insured under General Liability as per the terms and conditions of form#CNA75079XX-Blanket Additional Insured with Products-Completed Operations Coverage Endorsement, Form CNA74705NY-Contractors GL Extension Endorsement,NY includes waiver of subrogation&primary&non-contributory coverages as required by written contract or agreement. Additional insured under the business auto is included under Form#CNA63359XX-Auto Contractors Extended Coverage Endorsement-Business Auto Plus. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS, PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD BOARD MEMBERS ..� �" ,: Southold Town Hall �. Leslie Kanes Weisman, Chai erson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora * Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor ' 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 Mum, RECEIVED ( t �"r r , http://southoldtownny.gov i ZONING BOARD OF APPEALS in gj AL 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 SoUth,old Town Clerk ' FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 2012023 ZBA FILE: 7802 NAME OF APPLICANT: Katie & Jonathan Vigdorchik PROPERTY LOCATION. 17975 Soundview Ave, Southold, NY SCTM No. 1000-51-1-7 Sf 1 A_CSL 11.aR1'�^9thA"I"[OA's➢: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. S;Q.1,f°f:)l K COI.�t'�l_l I ADMINI`�µI�,I�.AT"I'VE,.+ ODI;: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 25, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION.-I"ImON. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPI ARTY FAC I'SIDESCRIPTION.° The subject property is a 52,272 sq. ft. non-conforming parcel located in an R-80 Zoning District. The property has a road frontage of 115.00 feet along Soundview Avenue,then turns north for 522.6 feet to Long Island Sound, it then turns east for 115.61 feet along Long Island Sound, before returning back south for 527.71 feet back to Soundview Avenue. The property is improved with a one-story brick residence, along with various retaining walls throughout the property. There is also an existing accessory garage on the property, all as shown on survey prepared by Nathan Taft Corwin, 1II, L.S., last revised March 23, 2023. BASIS OE A Request for Variances from Article III, Section 280-15; Article XXII, Section 280- 116A(l), and the Building Inspector's February 23, 2023, Amended March 27, 223 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool; 1) located iri other than the code permitted rear yard; 2.) located less than the code required 100 feet from the torp of the bluff; located at: 17975 Soundview Avenue, Southold, NY. SCTM No. 1000-51-1-7. R.L,1 ILI' RI,C lUI'STED: The applicant requests variances to place an accessory in-ground swimming pool 96 feet from the bluff, where 100 feet minimum is required. The pool will be placed in the side yard where a rear placement or front yard placement on waterfront properties is permitted. ADDIT[ONAI_ INFORMATION: During the public hearing, the agent for the applicant stated that only a small portion of the proposed pool is to be located closer than 100 feet from the bluff due to the contours of the top of the bluff. Also, the pool cannot be placed in the front yard due to the location of the sanitary system. Page 2,July 20,2023 97802, Vigdorick SCTM No. 1000-51-1-7 Ft ,t A FIM E LN Q EIN 9 5-D E�FA C"t R-1 UA The Zoning Board of Appeals held a public hearing on this application on July 6,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267- QJCb1(_1 Grant of the variances will riot produce ail undesirable change in the character of the neighborhood or a detriment to nearby properties. Tile pool has only a small portion located within the 100 R bluff setback. The neighboring property to the east also has a pool located in the side yard, This neighborhood has properties on either side of the subject property with accessory swimming pools in other than the front yard. Therefore, this proposed accessory pool will not have any adverse impact or produce ail undesirable change in the character of the neighborhood. In addition, the proposed pool will be set back Frorn the public street more than 250 feet and will be screened by an existing hedge row. 2. Town Law §26L-b3ILb 2 The benefit Sought by the applicant cannot be achieved by some method feasible L )LJ._ for the applicant to pursue,other than an area,variance. In order to keep the pool located close to the house, it would have to be in the side yard, which would require variance reliel, Also due to the,contour of the bluff, a small portion of the pool would have to be within the 100 feet setback. Moving the pool back farther from the bluff would put it too close to the existing accessory garage located in the conforming front yard. 3. Town Law §267-b S b 3 - The variances granted herein are mathematically Substantial, tile placement of the pool in the side yard represents a 100% relief from the code.The setback from the bluff represents a.04% relief from the code for a small portion of the Pool, FlOwever, there is a precedence for pools in the side yard in this neighborhood, the neighboring property to the east has a pool in the side yard. This pool complies with all the setbacks, from the property lines, and the bluff setback is for a very :,small portion Of tile 13001. 4. 'rown Law `267-b 3 b 4'. No evidence has been Submitted to Suggest that a variance in this residential con-ullunitV will have ail adverse irnpact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the '['own's Storm Water Management Code and the conditions of this board. 5. Town Law �26Z-h 3 t)A"5)_ The diffiICLdt�' has been self-ci-cated. The applicant purchased the parcel after the Zon i 11 1 11 ig Code was in effect and it is presumed that tile applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time Of purchase, -b. Grant of the requested relief is the minimum action necessary and adequate to enable the 6. lown Law_§267 applicant to enjoy the beriefit of an accessory swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. '1TQNQL--Fl .BQA1Q: In considering all of the above Factors and applying the balancing test under New York`Town 1-aw 267-B, rnotion was offered by Member Lehnert, seconded by Member Weisman(Chairperson), and duly carried, to GRANT the variances as applied for, and shown on a survey prepared by Nathan Taft Corwin, 111, L.S., last revised March 23, 2023. SUBJECT TO THE FOLLOWING LONDFUIONS, 1. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures 2. Drywell for in-ground swimming pool de-watering shall be installed, G N Page 3,July 20,2023 #7802, Vigdorick SCTM No. 1000-51-1-7 This approval shall not be deemed eff active until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this dec°is°ion null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPOIITANT" LIMITS ON T1IE APPI OVALS GR kNTED HEREIN Please Read Carefully AnY deviation front the survey, site plan andlor architectural drawings cited in this decision, or work exceeding the scope of°tire relief granted herein, will result in delays andl'or a possible denial by the Building Department of a building permit and or the issuance of"a Stop Work Order„ and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(,,)granted herein as.shown on the architectural drawings,.site plan and'"or survey cited above„ such as alterations„ extensions, demolitions, or demolitions exceeding the scope of'the relief granted herein, are not authorized under this application when involving non'con'/ rtnities ender the zoning code` This action does not authorize or condone any current or future use, setback or other jeature of the subject proper4y that may violate the Zoning Code, other than such uses, setbacks and other fi�atures as erre expressly addressed in this action. TiNIE LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The nation, grant an extension not Board of Appeals may, upon written request prior to the date of expiration, to exceed three (3) consecutive one (1) year terms. IT IS THE PROPE' TY OWNER'S REST'fINM M L COMPLIANCE in a timeTHE Emanner may result in the IBILITY TO ENSI_J1 CODE FRAME DESCRIBED HEREIN. Failure t comply y denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert(5-0), u� �M li....-kanes ..... ismd .� � .. n, C;hahpersun Approved for filing / p / /2023 Scott A. Russell vc§r MANA'� dEMIENT SUPERVISOR 2023 &� Pd SOLiTHOLD TOWN HALL-P.O.Boz 1179 � � / a rj'�� `�O 53095 Main Road-SOUTHOLD,NEW YORK 11971 �y� � ,"M dd T, _ - CHAPTER236 e STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ORE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) Date: AUG 1 2023 contact Information:matron: - i}.`.idR 6 I'rlc ogre w il' " BU11,DING DEPT. �t c�pert = lhdclress / Location of Construction Site: _ - S.C.T.M. 1000 District mm Section Mock_ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than! I Acre. No S.P.D.E. -Permi s RSC attired i - Project does Not Discharge to waters of the State. o S.P.D.E S. I'e!"'t'iiit Is l't t twred13 - p Area of Disturbance is Greater than l 4 cre& Swrm-xater Runot f' Discharges Directly to Waters of the State of New York, TIME APPLICANT MUST OBTAIN a .P.D.E.S. PMtit DIRE'CT'LY Frorn N.Y.S. D.E.C. Prior n'ilt. _ Area o Disturbance Greater than 1 rc & St<,,•_r--,f;':-Ilpl RunioF Flulvvs T i-migh Southold e.. � st an__ !s C t � c Tc_.>tv!�s tUIS Synteny: to V;a e or the,,tate of Neve Yn.rk, THIE APPLICANT MUST OBTAIN a .P o S D.E.S Permit thrtl�e S�aattho9tl Toavn En��ineerino Ike rai"tss'teil Pr!ar to issuance of a Building Permit. 44� Date: I ,ir" --rTf4; � 3 ro BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10446 DATE: AUGUST 16.2023 ISSUED TO: JONATHAN VIGDORCHIK µ PROPERTY ADDRESS: 17975 SOUNDVIE i AVENUE SO OLD SCTM#1000-51-1-7 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 August16,2023, and in consideration of application .fee in the spam of 250. paid by .lonathan. Vi dorch' and subject to the Terms and Conditions as`stated in the Resolution,the Southold Town Board of Trustees dut"h rites"and peranits the following: Wetland Permit to construct a proposed 18'WI in-ground gunite poral with an approximately 1,576sq.ft.on-grade pool patio; existing±501 long by 6' high retaining wall; install pool enclosure fencing with gates;install a pool drywell and pool equipment area;with the condition of the increm,of the buffer on the top of the bluff to 15' as a vegetated non-turf buffer;and to move the pool fence to the landward side of the buffer;a trench drain on-the seaward end of the patio that connects to the drywell,; and that the patio is offset from the retaining wall with the addition of a line,of native vegetation between the patio,and the existing retaining wall; and as depicted on the survey prepared by.Nathan Taft Corwin,III Land:Surveyor,last dated September 5,2023,and stamped approved on September 11,2023. 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. A CF A ' r r POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECHON R326 SWIMMING POOLS,SPASAND HOTTUBS L POOLAND PROPERTYTO CONFORM 702020 NYS UNIFORM RRE PREVENTION MIO BUILDING CODE OWN OF MUM= TEMPORARY MRRER.5 R326A.L CUGEAN0201]NATIONALELECIWC CODE SINN DRAIN 2.POOLSHALL CONFORM TO ANY/APSP/NLS SCANDAROSp32fi3.1 AN OUTDOOR SWIMMING POOL.SHALL BE SURROUNDED BYATEMPORARY BARRIER DURING INSMAIIAMN ORCONSTRUCITON ANDSHMLREAINN IN RACE UNTIL LINE TO 3.SELTIONR3263POOLAIARMREQUIRED. APERMANENT OARNER IN COMPLIANCE WITH SECTION R32G.26 PRCVIDED. FILTER (TTP. 4,FNTRApM PROTECTH)NREQUIREDSECTION83265. LTHE TOPDFWETEMMR IARRIMSHALLBEATIFAST48INMES(L219MM)ABOVEGRADEMEASUREDONTHEYDEOFMEBARBERWHICHFACESAWAY TP ` .OF 2) S.POOL SHALL COMPLY WITH SANDER REQUIREMENTS SECTION 8326.0. FROM THESWIMMING POOL I 4 S 6.POM_SHALLCOMPLYWITH2020 ENERGYMNSDWAVONCONSRIUMONMDECFMSMnONR4IM LREPLACEMENTBYAPERMANENTBAflR1ER.AT MM BARRIERSHALLBEREPLACEDOYACOMPLTNGPERMANENTEARLIERWTI10NETHERMF E POOLS AND PERMMIENTSPA ENERGY CCNSUMPTION(MANDATORYI. TOLLOMNG PEW05: SECTION R403.10.1HEATERS A)90DAY50FTHEDATEOFISSUANCEOFTHE BMMINGPERMRFORTHEINSTAY nMORMNSIRUCHONOFTHESWIMMINGP00L;OR I 1 I 1 SECTION R403.10.2 TIMESWITTNES B)90 DAYS OFTHE GTE OF COMMENCEMENT OF THE INSTALLATON OR CONSTRUCTION OFTHE SWIMMING POOL SECTION MM-203 COVERS 7.WEDFM NIBASEDONADTWNAGESOIL-TMc %SRT.GROUNDWATEAYAILNOTEDSTWTTHINUMITSOFME PENMANEITRABRIER8326A3: POOL COPING DICAVATION.IF GROUNDWATER FASTS WITHIN V BELOW GRADESPEDAL DEWATERING FACILITIES POLLEE REQUIRED. WATER DISPOSAL 15 LIMITED TO OWNER'S PRCPFRTY. LTHEMPOFTHEBARBERSHALLMNOLFSSTHANMINCHESI1219MMIABOVEGRADEMESUREDONTHESDEOFTHEBA MR ATFACESAWAYFROMME (2•X12-) 8.NOSUROHMGEALLOWEDWITHIN4'OFSMU"ENDANDWOFOCREND. SWIMMINGPOOL THEVERTICALCLEARANCEBETWEENGRADEANDTHEBOTTOMOFTHEMRRIMSHALLBENMGREATFRT 21Nm1S(51MM)MEASUREDON 9.THE PNEUMATICALLY APRFEO CONCRETE(GUNM)SHALLBE4AOO PSI @ 28 DAYS THE SIOE OF THE BARRED THATFACES AWAYFROM THESWIMMING POOL WHERETHETOP OFTHE POOLSMUCTIIRE IABDVEGRADE,THE MUTER MAY BEAT STAINS TO CODE MREINFORONGSTEELS MI-MEDIATEGRNEBIUETSTEELWRHAMIMMUMUIPOF30BAR-ETERS. GROUNDLEVEI,ORMOUNTEDONTOPOFTHEPOOLSTRU.RE WHERETHEBARRERIMOUNTEDONTOPOFTHE.LSTRUCNRF,THEBMRERSHALL AWH 11.REMSHALLBE3'MIN.OWCLFARMEARTH.D6ARDKFPTRILLCOMPLY WITH SECTIONS M"6 AND 026,423, (SHALL BEES MPOOLWAIERWPMYWNGEN HOSE POOLTOBEDURING FREEDNGWEATHEAPUMPCAPACITY 2.WUOBARRIFI6 ICNDONOEMVEOPENINGSHALL ,SNMT WMNINDEMAVOMORPROTRUSIONSEX6 MRNORMM.CONSTRUCTONTD1a-MMD PROMOE 2 MAN DRAINS WITH NON-SLIP DESIGN) A TOBEWFFIOEMTOEMPTYPOOLIN24HOURS TOOLED MASONNYIONTS STRAINER(VLR SAFETY ACT .3.ALL DRMNCOVFRSTOMEET ALLREQUMEMENT50FTHEWRGINIAGRAFMEBAEEEI(VGB)MUANOSDAS4FET1'ACT. 3.WHEAE ME BARREN 15 COMPOSED OF HORZONTALAND VERBCMMEMSERS AND THE DISTANCE BETWEEN THETOPSOFTHE HORQONTAL MEMBERSIIESS APPROVED DRAINS) 14.NO DIVING EQUIPMENT PERMp1ID. THAN 45INCHES(1143 MMLTHE HORRONTAL MEMBERSSHALL BE LOCATED ON THE SWIMMING POOLSIDEOFWE FENM SPACING BETWEEN VFMICALMEMBEAS Z. SLOPE PATIO SURFACE 1/4'PER FOOTAWAY FROM POOL SHALL NOF EIOFED 1-3/4INGLHES(44 MM)IN WIDTH.WHDRETHEREARE DECOMTNE QITOUR WITHIN VERTICAL MEMBERS,SPACING WDWN MECUFOUTSSHALL 36,SUCTION OUTLETS SHALLBE OESGNED AND INSTALLED IN ACCOROMa WITH ANA/MSPACC7. NOT BE GREATMWAN I-3/41NOTES(44 MMI N WIDTH. 1].MESPILINIMR CONSTRUCTION ON PROPEMAY695 TOWN HARBOR LANE,MUTHOLD,N.Y.11913 ONLY. 0.WHERETHEBARRIERISCOMPOSEDOFHORIZOWMMDVERTICALMEMBM6 TIEDISTANCEBEDVEENTHEMn OFMEHOR20WALMEMBER5645 ULLOCATCN OFPROP D5 MM(NGPOOLMOPOOLEQUIPMEWBYOTHMMDSHALLCOMRYWIDEALLLOCAL "'ES(1143 MM)OR BETWEEN VERTICM MEMBERS SHALLNGTELCEED 4 INCHES 1102 MM).WHERETHEMARE DECORATIVE CUTOUTSVATLON 1 PROPOSED GUNITE ZONING REQUIREMENTS 5.MA%IMUM VERTICAL ERH[A UMMBQI,SPA/NGWRHINTECUMUTSSHALLNOT aMI-3/41NO (OOMMINWIDTH. NS 'fy 19.HM ENGINEERING,P.C.SHALL NOTEE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES OR MESH SIZE FOR CHAIN UNK FENCES SHALLBEA 2-1/44NCH(57MM)SQUARE UNIESSWE FENCE HASSUATS FASIFNEDATMETOP CRME BOTTOM SWIMMING POOL _ PROCEDURESI MDBYTHEMO UOk- EMNTRCORIRE5MNY81EMRMLMEANSANDMETHOD50F WHICHREOUQTHEOPENINGSTONOT-E THAN L-3/41NOS(44MM). 5,p' WNSTIIUGTION. 6. HEREMRUINM WERAERCOMPOSED OFDMGOMWBERS.UEMARMUMOPENINGFORAMBYTEDMWG FM MBEMSHALLOENOTGRFATFTTHAN1- -E- MARBLE DUST THROUGHOUT 4 l S.F. 7/GNGNESSHALL COMPLYUM THE REQUIREMENTS OFSECTION R326.43 THROUGH R326426ANDWRH THE FOLLOWING REQUIREMENTS LL SHMLMUOMNG.IN ADDITION,DME GAAT,E IS. PEDESTRIAPEDESTRIANRIAN ACC GOSHALLOPEN OUTWARD,AWAYFRR. GffiBETED. 1 ENQOURE(E(,3NHM)OyB AT40 ES2MMRINCHE$(iD16MM)A`OVE6RA`ENADMONITIEATCNDESOADlF55H51NOOMGMDEHENTCHWWOIESHMLBE- - UNDERWATER LOCATEDATIEAST 31NCHE5(76 MM) --'- BELOW THETOP OFTHEGTE,AND NEITHER ME GATE NORMS BARRIER SHALLHAVEAW OPENING GREATERT/AN 05INCH POOL LIGHT (32.7 MM)WRHW]B INCHES(457 MMI MME LATCH WWOIE (TYP.) 73.ALLMEGATESSHALLBESEMRELYLOMDWRITAKES,COMBINATIONORMMCHILDMWFL=IX FFIOE MPR07FNTAOMSSTOMESWIMMING POOLMROUGH SUCH GTE WHENTHE SWIMMING POOLI NON USE ORSUPERVISED. 8.A WALL OR WALLS OFA UWEUNG MAY SERVE AS PARTOF ME BARRIER,PROVIDED MATME WALL OR WALLS MEETME APPUCABLEBARRUIRREQUIREMENTS PROVIDE DEEP END OFSECTIONS R326A2-1 WROUGW M26AZ6AND ONE OFME FOLLOWING CONDMLL ON55HABE MM. BFNCl/5MNOUT TO fa.DOORS WITH DIRECT ACCESSTO THE POOLTHROUGHMAT WALL SHALL BE EQUIPPED WITH AN ALARM WON PRODUCES AN AUDIBLE WARNING WHFNTHE CODE DOORAND/ORIISSCREEN,IFPRESENT,AREOPMED.MEA MSHALLBEUSTEDIN ACCORDANCEWITHUL2017.MEMOTI AUNMSI4LLLACTIVATEWITHIN7 INLET P00.RIX TO SLOPE 12• DO ONDSAND SOUND COMTNUOUAYMR A MINIMUM OF 30 SECONDSAFTERME DOORANO/OR OSSCREEN,IF PRESENT,ARE OPENEDANO BEC/IPABLE OF (TYP.OF 4) AWAY FRO% SL2t OpNGHEARDMROUGHOWTHEHOUSEDURINGNORMMHOUSEHOWACITVTTIES.THEALMMSMLLALrMMATCALLYRESETUNOMR MNDNOM.ME YBi WATER LEYFLY MARMSYSTEMSHALLBEEQUIPPEDWIINAMANUMMEWS.WCH MUCHPADORSWITCH,TOTEMPOWMYOFACTIVATEMEM FORAYNGLEOPENING. BULLNOSE BONN TIROL LOP OF DEACTIVATIONWULASTFORNCTMOREWANISSECGH%,AND COPING POOL O.OPEMBLEWINDOVA IN MEWALL OR WALLS USED ASA BARRIER SNMLHAVEA IATCING DEVICE LOCATED NO LES5MAN a INCHESABOWTHE FLOOR. OPENINGS IN OPERABLE WINDOWS SHALL NOTAUOW AO-NCH-OIAMETERSPHERETO PASS WROUGHME OPENING-WE WINDOW AIN ITS LARGEST - (3)N BARS 6 RBA FROST PROOF F MD OPENED P051IION;AND CONIINUO)S CRA PE .WHERETHE DWELLING6WHOLLYWWAINMWITHINMEFDOLBARRIIXORMN RF.ANRA4SALLBEPLICMDMAT BEAM ALL AROIFID EVERY DOOR WITH DIRECTACCESSTO WE POO-OR RES 12.OL,,. --CONCRETE Z.OWERAPPROVED MEANS OF PROTECTION,SUCH AS SFLFCTOYNG DOORS WITH SELFiATCHNG DEVICES,SHALL BEAC33FTABLEM LONG ASME DEGREE OF PROTECTIONAFFORDMISNOTLE55T MEPAOTECTIONAFFORDEDBYTIENT1DESMR ABOVE - N BARB O 12,O.G 40 WRTIO AND MRQBNTM 8.1 ALARM DEAL VATON SWITCH LOCATON.WHERE AN ALARM 5 PROVIDED,ME DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MCIEABOVEME MRESHOWOFMEDOOR.WDWEWNMREQUIR MBEACCESYBLEUNTTS,TYPEAUNMORTYPEBUNTIS,MEDEACITVATONSWTITNYWLBELOCATED48 DREDTIDHM BRET 2.5 INCHES ABOVEMEMRESHOED OF THE DOOR WALL TRIXNE55 - VAREB 9.WHERE AN ABOVEGROUND POOL STRUCTURE I USED ASA BARRIER,OR WHERE ME BARRIER 15 MOUNTED ON MP OF WE POOL STRUCTURE,THE STRUCTURE ' 4L, (6- N.) MARBLE DUST FINISH SHALLBEDEYGNEDAND CONSTRUCTED IN MMPGNCE WRIH ANA/APSPACO6ANDMEETMEAPPUCABLE BARP�N REQUIRMENIS OFSECf10NS R326A THROUGH R326A2RRADIUS .WNERETHE MEANS OFACCESS IS A LADDER OR S1FP5,ONEOF THE FOLLOWING CONDIIIONSSHALLBE MET: ,L :�• 'RATIOS RWNOED CORNERS TV,. SU. FHU) 9.1MELADDER GSTEMSALLAEGARBLEOFBEING SECURED,LOCKEDORREMOVEDTOERSPHEACCESS.WHFTIMEIADOFR ORSTEPSARE SENPED,10IXE0 ' N EARS O6'MT N RAS W S,S'(YAK)RADNB ROUNDED ORREMOVED,ANYOPENINGS KSUSHMWMBYA ME RMIA OFA44N EMQUIETERSRIEAE;OR ,ANO\kRRCM YNEN WALL MRHERS OEID ENO) 92 MEHADOO ORSTEPS SHALL BESUpRWNDED BYABARREfl WAIL[HMEERMEREQUIREMENi50F5ECf10N5 R326A21TNR0UGN ID26A28 ' HET(M EII2ID5 5' - (MTERNAIE BMS) #4--ISI OH ENTAPMEMPR0TECTTON1,326.S: - NON ANON-0MNG POOLUSEOF POOL PLAN GENTER(R�)FADI WAY SUMONOUQEISSHALLBEDESIGNMO PRODUMORNIATONMRMGHOUCMEPOOLMDSPA SINGLE-0URLTMfFM;SUCH AS AUTOMATCVACUUM TR*5 EQUIPMENT6PflONIBRED. SCALE: 1/4'=1,-0• CEANERSYSTFM%OR MULTPLESUCDONOUTLETS,WHEMERMUWDMVMVFSOROTIHERWW,SHALLBEPRDTECTEOAGMNSTUSMENTRAPMEW. / LSUCTIONOUTLETSMAYBEDESIGNEDANDINSTALLEDINACCORDANCEWITNTHEREQUIp ENT50FCPSC15USC80 MDANA/APAP/ICC],WHERE APPUCABIE . Bs• �} SUCTION OUTLETS 8326.6: `B'sIAB SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE ORCUTATION THROUGHOUT THE POOLAND SPA SNGIE-0URET SYSTEMS,SUCH ASAUMMATC VACUUM GLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SMALL BE PROTECTED AGAINST USER ENTRAPMENT. _ 1 UCVON OLTIIEfS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WMHANSI/APSP/ACCT. 1 POOLAND 519TYILTON OURFfSSMLL MWACOVERMAT MRMSTOANY/MMEAII2 9P,ORMISINO X% MCH(451MMWY MM)DRNNCAATE ' NOT M SCALE OR LARGER,ORAN APPROVED CANNEL DRAIN SYSTEM. , IMO AND SPASINGLF OR MULTIPLE-0UTETCRQRATION SYSTEMS SHALLBE EQUIPPED WITH ATMOSPHERIC VACUUM REUEFSHOULD GRATE COVERS LOCATED 42.1 MERE IN BECOME M6ANG OR BROKEN.MS VACUUM REUESYSTEM SHALL INQUDEAT LEAST CNEAPPRDVED OR ENGINEERED METNODOFMETYPE SPECIFIED HEREIN,A5 FOLLOWS: 1.SAFTEYVACUUM RELEASESYSTEMCONMRANGMO EA112.19.1];OR ")OP PROVIDE JS EDPANSION 2.AN APPROVEDGRAVTIY DRAINAGESTSTFM. UCW @ SEAIJNC AT 0.SDHS E OR MULTIPLE PUMP CRLTLATON SYSTEMS FOVEA MINIMUM OFTWO SUMON OUTLETS OFMEAPPROWD TYPEA MINIMUM HORQOWALOR I1EIX/C�OIG(TSP.) VERITOALDISTANCEOF3FEEC5HALLSEP MTHEOURETSMESESUMONOUTIEISSHA MPIPEDW MTWATER6DMWNTHR000HMUM BULLNOSE YM WANIWLSYMROUGH A VA=M RELIET-0ROTECIED UNETOMEPUMP M MMM COPING 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALLBE LOCATED N AN ACCESSIBLE POSITION AT MASTS INCHESAND NOTMOREMAN 12 INCHES (TIP,) RETIIWI SHIMMER BELOWTHEMINIMUMOPERATIOMLWATERLEVELORMMARAOIMEWMC ESKIMMEB (TYP) (TIP-) PROPOSED DOE BY WATER LEVEL OTHERS SWIMMINGPOOLANDSPAALANMSR32fi7: APPUCABNRY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALLBE EQUIPPED WITH AN `�- APPROVED PODLAIARM.POOLALARMS SMLLOOMPLY WITH AYM n20S(STANDARDS SPECIFICATIONS FOR POOLAIARMS).AND SHNLBE INSTALLED,USED AND ________ ____- _____ _-___ _____ - M NrNNMINACWMMCEWITHMEAUWUTACMRERYNSTRUCIIO MDMISECHON. F:A HO ONS S.A HUMMING SPAEQUIPPEDWN HOTTTY COVERWHICH WMPOTS ANAUTOMFTICP O 35• O 117 2.A5WIMMING POUR(OIHERTHAN AHOTMB OR SEA)EQUIPPED WTIH ANAWOMATIC POWER STFETY COYER WHICII COMPLIES WIIHASTM F1 SI ' 1'BOND BEAN POO LNARMSSMMPLYWRHA51MF220B,MDSMLLBENSTAILED,U5EDMDMMWMNMINACCORDANQWTMMEMANUFACMRM SI POOL LIGHT 'll _I (TSP') ANDTHISECTION. 8336,11 SECTONE AIARIJ6.A POOLAIARM MUST BE MPABLE OF DETECRHNG ENTeY TNM ME WATEIL ATAW PdNTON ME SUBAGE OFMESWIMMING POOL B'CONCRETE IFNECESTARYM PROMIDEDETECTION CAPABILITY'ATEVERY POINTONTHESURFACEOF THESWIMMINGPOOL MORETWV ONE POOLAIARMSHALLBE PROVIDED. (TIP-) a• FLOOR(TLP.) 8326.).2 AUIRMACTIVATON.POOLAIARMS SHALL ACTWATE UPON DETECTING ENTRYINTOMEWATERANDSHAU.WUNDPWLSiOEATID INADETHEOWEllING. /4R®AR(TSP. R 73 RWHIBCEDMMMS.ME USEOF PERSONMWMERSIONAWLMSSALLNOCBECONSMUEMWMPLANCEWTINMISSEMM. y ISI ATI _!ISI-AIL-�II� F,- ISI ImoJF H1� aSTEPS) I II--'-III J I ' I �Ie- . ' COMPACTED 1 1I2-TO WASTE _I I' I H'-j L'~ GRAVEL HAIR&UNT STRAINER UTIIIISTURSED SOB..COMPACT BASE PUMP �I���li - Tf1-'It-IIL-11PROCTOR 2 MAIN DRAINS%TTN HYDROSTATIC S�TUR TE � FlLTER AUTO 9(IYNQ2 RELIEF GRAALVE AND SE(SEE THIS TUBE w(RAVEL BASE(SEE GENERAL NOTEµ) 2 MAIN DRAINS WITH i IZ I�/ P}'.. POOL HYDROSTATIC VALVE BAIX TO AND COLLECTOR TUBE '- POOL IN GRAVEL BASE I GENERAL NOTES SCHEMATIC PIPING ARRANGEMENT NO. GTE I DESCRIPTION BY SECTION A-A NOT TO SCALE 1.ALLMANUFA MREDREMSANOGANSTRUCTONBLULLLCOKIPH.YWTIHTHE2=NVS I UNIFORM FIRE PREVEAMONAND BUILDING CODE-INCLUDINGMIN ESPEGFICATIONSSCALE: 1/4'= 1'-O NOTES: �^ SECTION SEESITE R]Pfi I.ALL RRNG SlIOWN I FOR SOHEMATICPURPO6ESONLY. EQUIPMENT-BEE BOE PIAN BY OTHERS FOR LOGTON OF FROPOBED STMNPAING POOLPND POOL 2.POOLOONTRACTORTOINSTALLALLPIPINGTOCOMPLY WSPLAWITH ANSI NSM­520038EDUIREMEWS 3.MIGPUNTWASPRSPARED FOR DROSATIC AND POOL LAYOWONLY. 4.PROVIDETVA GIFT 01 POOL BOTTOM.HYDROSTATIC VALVES IF RECORD RIGH GROUNpWATER IS WD EP ENDIGN PO SWIM OUT POOL BOTTOM 5.A DEEP ENO SWIMN-OUT SFOLLt BE FN3GVIDED TO CODE = HM ENGINEERING, P.C. I _ - ✓ P.O.BOX 914,EAST NORTHPORT,N.Y.11731 PHONE(518)4765392 FAX(631)98G-7671 EMAIL-HMARNIKA@CPTONLINENET THESEETARPLANS,SFORMAUONS,&DESCRIPTIONOFDESGN I.LSMRMMNSM OFOR FDTVICEAND PROVIDE /-/7' PROPRIETAR.ERN RMATONELQ D,ORD NSROFEM NANSMANNSRFORM DFORMECIEW LLSTFDABIMMOUE. Y 45' DRAWN BY; HM DRAWING NO, STALL NOT BE REPRODUCED,MTERFD,ORTRANSFERIIED IMAM MANNER FORME VINE ORYMIIAR PPOIER WRH(XTT SiRUCTURALNORE: I WRTPIENCONSEMOFMEENGINEFR.MEYSHALLREMMNMEPROPRIEIYPROPERIYOFMEHERENFNGwEBlOF CpNTgACTORSHALLVERFYIN-SRUSOIISAND501LBF/NTNG[MACIYPRIORTOwSTALUUIONOFPOOLA DATE JULY 28'2021 S-101 RE[080.WHE1HER pR NOT WORK DESCRIBED WRHINTHIOONMEW ANO ATTAGLHMFW IS CARRIEDTOCOMPIEl10N. QGLIREDGEQIEQINICM ENGINEER SHOULD BECONSULTED ANO THBRRECOMMENDATONS FOLLOWED. CFRIF aM AxOSAau.EIPW NFSNio�xuA MIWOPC ISMECOPYRGW PROPFI(IY OFMEENGINEFA AN06PpOTECTED UNTIED SECTION 102 OFMECOPYRGWALT, QR UFIDWET NINpTEK6TWTR OUMBE OFIXCLY MD.AERBORMWW A NSFOU ED. rmmsTVFNNweDRurre .L .L 1]US.GAW UNAUTHORQED USE AND/OR REPgODUR10N OF MEOMWINGSYWLBE RHQSEf1ITED UNOERME RILL P.E SEALANO SIGMTURE BCJLLE AB SHOWN SHEETNO.: 1 OF 1 17 USC ANT LAW. I ND SOtjND 1; LANG � I I I ! ! j � I I I j I 1 L to x2-5 ���x 2B '�/ _ a rn N 10 f � ��c LER Q SURVEY OF PROPERTY 0"%,,,2a,9Z5 -it x„/ �°_ = ;° SITUATE 1110,• // —_ .22524 SOUTHOLD '� _ =-2830 TOWN OF SOUTHOLD A- X ��tc%++''�' ---40 38 SUFFOLK COUNTY, NEW YORK a° S.C. TAX No. 1000-51 -01 -07 �+ ''� '� —5° ' SCALE I"=30' MARCH 9, 20140 "���'�'% AUGUST 18, 2020 UPDATE SURVEY i x JANUARY 4,2022 ADD PROPOSED POOL JANUARY 25,2022 REVISE PROPOSED POOL LOCATION -�'gff,p — •pg 5.7.} FEBRUARY 7,2023 REVISE PROPOSED POOL LOCATION MARCH 23,2023 REM OVEPROPOSED DECKS JULY 11,2023 REVISE PROP.PATIO k ADD PROPOSED POOL FENCING DgRNA _— AREA = 60,105 sq. ft. \ (TO TIE LINE)1,380 OC. 33E v 56 TIFIED CERT0: sai � /x s cox �OryE +u`�i JONATHAN M. VIGDORCHIK KATIE M. VIGDORCHIK _� .,"At• - •I£ P�pO FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 2'DY,� ' Sash -^h, CITIZENS BANK, NA ISAOA/ATIMA � •p FROM�rI \ ..\ III \\ :i}:`•: R p UNE A5 OF a9 / % 57'5 19 "\t o01,gAL CROSION HATAR078-B'J SHEET t0 / \,EA. � x il( �1 ' �\ \ `^''• -y, \Y NOTES; 1 J-1-- w ggpR UNE 1. ADDITIONAL LANDSCAPING WALLS ARE NOT SHOWN oapA7E 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a EXISTING ELEVATIONS ARE SHOWN THUS:= '��a N i;11 w _ 4'O�PATIp EXISTING CONTOUR LINES ARE SHOWN THUS:-——-Eo-——- 3111 EFL- FIRST FLOOR PA 49.13 SF : GARWE FLOOR T.B. TOP OF BULXHEAO ,e.A SA EMFNT FL5121 >iii B.S._ BOTTOM 0 o LxI�An WWQ e 1 STORY ?i B.W.- BOROM OF WNL o BRICK 9ASEAENT) ..$.. .•:".:.: 9 WALK W 0.2: .... ... " POOL yTORPFE yy11 �w a.I c•�� :.:a OP DRl hoH'"r:`.P+".: y' BRICK as'E %GwW.`y '-STONE DpnEw'.AY• ��L?� .•' +S t.t'weB' aa+ '�..••s i^sib,�-�:Y:_„-°• 7.9 io3 PROPOSED LOT COVERAGE OVER BUILDABLE LAND AREA ` ' •QR*oN' TOWN DEFINED BUILDABLE LAND IS LOT AREA 0a LANDWARD OF COASTAL EROSION HAZARD LINE �p"�=''_• B - BUILDABLE LAND AREA = 46,000 sq. ft. _ !_ '.".' I';• '” DESCRIPTION AREA %LOT COVERAGE �� fir•^"J`��'.ti-�''' .?' p' HOUSE1,673 eq. I}. 3.7% ta C •: $qf,,i' •' pP.OP ASt j 0. EAtB EG61IPt'�T a.Yw. GARAGE 630 sq. ft. 1.4% - SHED 64 sq. ft. 0.1X WOOD DECK INC. STEPS 580 sq. ft. 1.2% '�t PROPOSED POOL 840 sq. ff. 1 a 'b R' PPPATIO 69 POOL F, (4ry(B) TOTAL 3,787 sq. ft.1 8.2% v N4 L 1G . , LE 0.73E P • 1pj •':. CE 0.93E urt UL fnA UNAUTHORIZED ALTERATION OR ADDMON '1 6 TO THIS SURVEY IS A VIOLATION OF ;• R SECTION 7209 OF THE NEW YORK STATE 1� EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 1 AL1 ONLYCERTIFICATIONSINDICTED HEREON SHALL RUN ' J ONLY TOOTHE PERSON FOR WHOM THE SURVEY TI PREPARED RE OMVAI AND HIS BEHALF TO AND SvF IW'� l TITLE COMPANY,GOVERNMENTALLISTEDHE AGENCY AND LENDING ISSIGNE S THE HEREON,AND TO THE ASSIGNEES OF THE LENDING INSII- 7UnON.CERTIFICATIONS ARE NOT TRANSFERABLE ` � 0♦'N 0,53E 1 •'.L. HFD'E ROO i THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD,IF lT ANY,NOT SHOWN ARE NOT GUARANTEED. N � IRON`� OFSo\Fl0 Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM el! RGH,�O%UJNS w STANDARDS FOR TILLS SURVEY^AS ESM,BUSHED 03N' •�O" pANF1FEH1 • b..�':r .•• '� Land Surveyor FO THE H USE AND E NEW AND ATE LAN TFITL.ESAUSSOCIATIIO�THE NEW YORK STATE LAND 3,3j0•SE ROAD °y0 rm�' �'5. 3 � .f.•; r�\Y��\L v UGtc1NDU , 'N. i �� v / ��\Iv Successor To:Stanley J.Isaksen,Jr.LS. �.�. •:;a• V Joseph A Ingegno L.S. TiOe Surveys-Subdivisions - Site Plans - Construction Layout A '• '1�� PHONE (631)727-2090 Fax (631)727-1727 -�O�3 1�1 OFFICES LOr4TED AT AWLING ADDRESS ' 1586 Main Road P.O.Box 16 / Jemesport,New York 11947 Jamesport,New York 11947 N.Y.S. Lic. No. 50467/ 15LA NDS SEN 1 2 2023 oNG r I L i DuPIr#Inq I)ePartment Town of Southold ' 1 1 I 1 t I X1,3 ""x 26 -► 0. ,so '°SURVEY OF PROPERTY o ` � SITUA TE ''a 1T1 2.0 SOUTHOLD W '%� - ; s30 a _ TOWN OF SOUTHOLD . 4-- SUFFOLK COUNTY, NEW YORK • _ - '''/ '%' /%'' _ _44 S.C. TAX No. 1000-51 -01 -07 10< SCALE 1 =30 - a –'— — 'iii=••-� — / MARCH 9, 2014 AUGUST 18, 2020 UPDATE SURVEY JANUARY 4, 2022 ADD PROPOSED POOL JANUARY 25, 2022 REVISE PROPOSED POOL LOCATION aa-- FEBRUARY 7, 2023 REVISE PROPOSED POOL LOCATION MARCH 23, 2023 REMOVE PROPOSED DECKS 48 �p �J JULY 11, 2023 REVISE PROP. PATIO do ADD PROPOSED POOL FENCING 3 48 _ �' AUGUST 7, 2023 ADD NON–TURF BUFFER do REMOVE PROPOSED FIRE PIT 50 SRO SEPTEMBER 5, 2023 REVISED P P X,727 AREA = 60,105 sq. ft. �,,a.00". .y�==• \ (TO TIE UNE) 1,380 cc. A CERTIFIED T0: 54, —,-�— .XI- _ l 2.s'E `% JONATHAN M. VIGDORCHIK ry'/}au X 56.9 KATIE M. VIGDORCHIK W { —_ 4,I XII4 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 2w'♦ , 1� / r CITIZENS BANK, NA ISAOA ATIMA scA�E oto�/ / vltRp LINE Ag 0 49 ON HAZh AO ft ♦ gg x rl h4.t I — \ �� Tj`•P�TIO •�+I CpASTAI• 'I bs�57s-63 SHEET , `4 1� p No. x� \ \�` ��� fENCE N9 pHOT it r$ �¢,��q\ \�` / �� '���, o.9'E µ� p,REP` NOTES: ` `� l �� `��Q\� J _�_W �.21 w1D��a1+ 1. ADDITIONAL LANDSCAPING WALLS ARE NOT SHOWN �i� ; T. ": - PI�� �m Lof F 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS:----50---- I' - ?F_0? O FL F.FL.— FIRST OOR ��_�� yTpN II X (1 I,Oa- C.FL.— GARAGE FLOOR p" °�IIL° PA 49.1' Qu T.B. — TOP OF OF BULKHEAD �' WAU 15.4' BASEMENT FL�4 B.B. — BOTTOM OF BULKHEAD ,p r.w. — TOP of OF OL et, ERIC K SEMEN?) . 5 B.w.— BotroM of wAltj"": FLS :..... o F• ::::: pfN w 28.3 �o, tiL � .• ` PROPO`'r��� X ppOL- WINDOW WAS �• I� W�r ...' 24.2' E BRICK os'E \ � �8` AY,•• �'����'• ,�. � GARAGE Fes` '`' STpNE p^'i' • � � r: .�j'. ► :r 24.2' 4.2 PROPOSED LOT COVERAGE OVER BUILDABLE LAND AREAOR • `��j"S' � Y` a la-� TOWN DEFINED BUILDABLE LAND IS LOT AREA , ..; •. _ ! �S}`at".,t LANDWARD OF COASTAL EROSION HAZARD LINELE LAND AREA 46,000 sq. ft BUILDABLE Go R ,.*,,u�,,�►nw� F3 = . .r��'� sY'~�4`�•,�{t?'''' '"' � �� `r; .Fry::. •_, DESCRIPTION AREA X LOT COVERAGE :`•a�;� Y";,M;r�;�rt • HOUSE 1 673 sq. ft. 3.7X Eu x x y: '`x�,'y ;=i L:`;'"' 15A' GARAGE ,630 eq. ft. 1.4% �•. I 18c`u.`" r, r! �� PyO') E w. wit SHED 64 sq. ft. 0. '#4,,,.'`• q W000 DECK INC. STEPS 580 aq. it. 1,2X ; M4;. •• PROPOSED POOL 840 sq. 0. 1.8% TOTAL 3,787 sq. ft. 8.2X r v' v r •r •r• f CE 0.9'E• ITnI V�41A •r • UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING • ., THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. • N ONCERTIFICATIONS INDICATED HEREON PERSON FOR WHOM THE SRUN ` `I IS PREPARED, AND ON HIS BEHALF TO THE •, TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION- CERTIFICATIONS ARE NOT TRANSFERABLE. , i 04� 0.yE THE EXISTENCE OF RIGHTS OF WAY I �' pGE AND/OR EASEMENTS OF RECORD, IF ,t. i ANY, NOT SHOWN ARE NOT GUARANTEED. (r 01 t — !�' ,� `,• ,-�a• 1 X5'00 . .•: '' .,• r • r • r�. Nathan - •. n Taft Corwin 111 RCE ; - • PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED psti.06E. �E $ —• •� E� •.. i 'y,' •'. FOR THE H A.L.S. AND APPROVED AND ADOPTED 0 `� • • �{V Land Surveyor FTTTLE` �Qd(IAOBY M �E NEW YORK STATE LAND S'S,IO.� SRQAO '' E0��•PN • •• Of NE Y��/ GN�NOUSC ��(PRy� ' •• • '. i :•. •� r: •• 't r' Successor To: StanleyJ. Isaksen, Jr. L.S. `�,tQ•••.�•(PFT Oq���L'r � /• • .••� .•. • . . � • ..� Joseph A Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout 2 + • . ' .,�-( PHONE 631 727-2090 + �V� ( ) Fax (631)727-1727 � I•- � O � „• O'( .. ' �- : `J OFFICES LOCATED AT MAILING ADDRESS ��n o• �� / 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ���S� LANG S����` N.Y.S. Lic. No. 50467 is Li oi AMENDMENT 23 — O. rbvea 42.0' i a 40.0' (INTERIOR) MAIN DRAIN LINE TO FILTER SKIMMER (TYP. OF 2) I�S S j 1 1 UNDERWATER POOL COPING LIGHT (TYP.) (2" X 12') STAIRS SHALL BE OF NON-SUP DESIGN I I6.0' PROPOSED GUNITE sundeck SWIMMING POOL & SPA 18.0 720 S.F. ' (INTERIOR) MARBLE DUST THROUGHOUT 1 5.0' (COLOR TO BE DETERMINED) 20.0' ` AA I USE 12" WALL WITH #4 STEPS j REBAR O 12® O.C. BOTH FACES, BOTH WAYS _ II 8' UNBLOCKABLE CHANNEL ' PROVIDE 2 MAIN DRAINS WITH DRAINS (TYP.) STRAINER (VGB SAFETY ACT APPROVED DRAINS) R' STEPS t t I SPA JET BENCH/ (rn'•) SWIM-OUT INLET GUNITE SPA TO CODE (TYP. OF 4) NOTE: POOL PLAN THIS IS ANON—DIVING POOL.USE OF DIVING EQUIPMENT IS PROHIBITED. SCALE: 1.4 42.0' 40.0' 31.0' 1' 8.0' BULLNOSE COPING PROVIDEFULL DEPTH (TYP') SKIMMER EXPANSION JOINT AND 6" FROST PROOF (T�•) SEALING AT DECK/ COPING TILE BAND WATER LEVEL 18" INLET 3.5' 3.5' `E tW (OPPOSITE -€ ! WALL) TYP. 21" UNDERWATER LIGHT TO _€•_ 1€� 8.0' CODE '�{ ..._..€ 8 CONCRETE . - FLOOR (TYP.) -:--•;j�-€i=--°€ ` €:€-< i €' -�J �` •� -I BOND BEAM (TYP.)( 1=711 I-L-IT `= €- #4 BARS 12' € €€I I"- ! ;€: UNDISTURBED SOIL, COMPACT O:C.E.W. 1 - •'1f i'°"`"f7 T�""` £ ' ' BASE TO 95% MODIFIED 6 Hill " MIN. € i I „ PROCTOR (SEE STRUCTURAL II € 18" X 18" MIN. €�I-�� --�'��t� COMPACTED GRAVEL NOTE THIS SHEET) PEA GRAVEL UNDER DRAIN " " 0.5' 10,0' 14.0' 16.0' 0.5' 2 MAIN DRAINS WITH HYDROSTATIC RELIEF VALVE AND COLLECTOR TUBE IN GRAVEL BASE (SEE GENERAL NOTE #4 THIS SHEET) SECTION A-A SCALE: 1:4