Loading...
HomeMy WebLinkAbout51933-Z �o��OF SOpTyo`o Town of Southold * * P.O. Box 1179 e 53095 Main Rd UN N ao Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46796 Date: 01/16/2026 THIS CERTIFIES that the building Swimming Pool with Fence-In Ground Location of Property: 285 Blue Marlin Dr Greenvort, NY 11944 Sec/Block/Lot: 5 7.4-45 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/08/2025 Pursuant to which Building Permit No. 51933 and dated: 05/19/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to: Ioannis Zoumas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51933 9/2/2025 PLUMBERS CERTIFICATION: J tholiz S gnature pfsoGTyolo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE cnulm, � SOUTHOLD, NY 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#: 51933 Date: 05/19/2025 Permission is hereby granted to: loannis Zoumas 13105 New Suffolk Ave Cutchogue, NY 11935 To: construct accessory in-ground swimming pool as applied for. Premises Located at: 285 Blue Marlin Dr, Greenport, NY 11944 SCTM#57.4-45 Pursuant to application dated 04/08/2025 and approved by the Building Inspector. To expire on 05/19/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 401wimming Pool $100.00 Total $400.00 Building Inspector Y SOUT�,�I Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 'O 1�e0um,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: loannls ZOumas Address: 285 Blue Marlin Dr City: Greenport St: NY Zip: 11944 Building Permit#: 51933 section: 57 Block: 1 Lot: 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Yannuccin Electrical License No: 50592ME SITE DETAILS Office Use Only Indoor (— Basement (— Service I— Solar F Outdoor 1st Floor (— Pool FV-1 Spa r Renovation I— 2nd Floor Hot Tub r Generator F Survey Attic (— Garage Battery Storage Ln INVENTORY Service 1 ph F Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling.Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: Intermatic Pool Panel 4 Circuit w/ 3 Used, Pump 220GFI, Heater 220GFI, (3)Lights on 100W Transformer, Salt Gen., Waterbond Ionizer Notes: I Pool Inspector Signature: X Date: September 2, 2025 Sean Dev Electrical Inspector sean.devlina-town.southold.ny.us 285BIueMarlinPool 51� ✓ �oy�O�F SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSP CTION ' 80 [ FOUNDATION 1 ST/ REB R [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Jl �/ INSPECTOR OFSObTyOlo lal WSOUTHOLD TOWN BUILDING DE T. couNn,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: C�Ali DATE '!5— INSPECTOR OF 50UTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. coum��' 631-765-1802 oin -L INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS Al 0 DATE qjqwd INSPECTO I'LELD INSPECTION REPORT DATE-� COMMENTS FOUNDATION FOUNDATION (2ND) ---- ------- ROUGH FRAMLNG & --- - -- ----- - .. PLUMBING -- -- (b INSULATION PER N, Y. --- - _.._.._.. _......_._....._... .._._ .__._-. �,� 5'I'A'1'Ir ENERGY CODI: FINAL `�-- ADDITIONAL COMMENTS . - Z _..-.......... --- --- - . ..-- -- .. s � x -o y O b gUfFO[K =o�° 40 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT E C E 0 V E For Office Use Only Siq PERMIT NO. 9S Building Inspector: APR - 8-1 I/ .Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the.Applicant is not the owner,an Tower of Southold Owner's Authorization form(Page 2)shall be completed.' Date:04/08/2025 6WNER(S)OF PROPERTY: Name:loannis ZOumas SCTM #1000- Project Address 285 Blue Marlin .Dr,.Se #d; NY 11971 -Phone#:g31-846-7800 Email:office@sjzcontracting.com Mailing Address:13105 New Suffolk Ave, Cutchogue, NY 11935 CONTACT PERSON: Name:Steven Zoumas Mailing Address:45 Route 25A, Ste D2, Shoreham, NY 11786 Phone _ [� Email:steve s'zcontractin .0 DESIGN PROFESSIONAL INFORMATION: Ctll-63 i-70—019f Name:M&M Pools Mailing Address:7 Warner Rd, Hampton Bays, NY 11946 Phone#:631-728-7704 Email:info@mmpollsllc.com CONTRACTOR INFORMATION: Name:SJZ_Contracting, LLC_ Mailing Address:45 Route 25A, Ste D2, 'Phone#:631-846-7800 _ Timai!.pffice@sj77contracting.com __ - DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [i]Other inground Swimming Pool(Gunite) $75,000.00 Will the lot be re-graded? ®Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of l property:Snl le Family Intended use of property:Slnl le Famil Home -- . 9. Y Home- 9_.__. __. ._. _Y _ _ . _. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Resldentlal this property? ❑Yes RNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Steve Z oumas BAuthorized Agent ❑Owner Signature of Applicant: Date: 04/08/2025 CON STATE OF NEW YORK) Notary Public,State of New York No.016U61135050 SS: Qualified In Suffolk County. COUNTY OF ) Commission Expires April 14,2 � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this \ r, 5�!`day of ` , 20�� �� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) oa n n i s Zoumas residing at 13105 New Suffolk Ave, Cuschoguem NY 11935 I, do hereby authorize Steven Zoumas to apply on my behal o he4- ,Southold Building Department for approval as described herein. ' nature Date loanw§ Zoumas Print Owner's Name 2 E�} BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07.08.25 4 Company Name: Yannucci Electrical Services, Inc. Electrician's Name: Vincent Yannucci License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com Elec. Phone No: 631.258.7324 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Zoumas Address: 285 Blue Marlin Drive, Southold, NY 11971 Cross Street: Dolphin Dr Phone No.: 631.929.5500 Bldg.Permit#: 51933 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Swimming Pool Square Footage: Circle All That Apply: � Is job ready for inspection?: YES ✓ NO Ro Zugh In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: Swimming Pool PAYMENT DUE WITH APPLICATION -I �� 2S �L1.of i—Is o3 �fe c l 1 O C- �� cv-* 54sq l l!tJtY� r`g�1 FOL ��� BUILDING DEPARTMENT- Electrical Inspector O" ®G TOWN OF SOUTHOLD �` Town Hall Annex - 54375 Main Road - PO Box 1179 Cft t Southold, New York 11971-0959 � Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07.08.25 Company Name: Yannucci Electrical Services, Inc. Electrician's Name: Vincent Yannucci License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com Elec. Phone No: 631.258.7324 Il I request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Zoumas Address: 285 Blue Marlin Drive, Southold, NY 11971 Cross Street: Dolphin Dr Phone No.: 631.929.5500 BIdg.Permit#: 51933 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Swimming Pool Square Footage: Circle All That Apply: k Z job ready for inspection?: ✓ NO Rough In Final Is 1 ❑ YES Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Swimming Pool PAYMENT DUE WITH APPLICATION 7 i 26- tea,; CIE C* 1 1 O 1;:-I � 4� ( _ Z� PERMIT# Address: Switches C Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel zj Mini Fr. �/ p ���-�,T � Fans Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. ►� J�c/J'� Carbon Micro GrbDis Water Bo d Lights `2> Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments T MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE BUILDINGS: LOT 24 oW.: Taaa tPu SITUATE AT THE TOWN OF SOUTHOLD HmPOlm ;sm.yslDExcE SLED AUGUST 29,1963 GENERAL NOTES: A. FlLED MAP/}65} ��� TOWN OF SOUTHOLD '+• 1.NO uc I'AI Ulm NFllS ARE IDCATEO WRNX i5D'OF n1E PPOPOSm SaWTART SY6R11.NO ------ vy a, r6 vLv, m. �+ I'7�Sm ca�q NO6DD WA1Qi Wfl15 ARE Mi1XII 2W'W iXE PR6osID SaNrtARY SYSIFN L SUFFOtI(COUNTY.N.Y. OnNxwE Eswi[x _______ "� eb 2.NO[HAWULE SniI1CNRErs WIIMN la'OF SaNRARY SYSIEN - z PROPasm sAxrtAnr srsRTT s o®uan Fai A Tons ------ SITE PLAN DATA: \a\ m s IOANNIS ZOUMAS PRaPasm r SURVEYVEY NOTES, 285 BLUE MARUN DRIVE,SOUTHOLD NY 11971 DACE swATE '� O 1.YFASD1iEyENR ARE IN ACCOROWC£WIw U.S.STANOIAD6. \ 2.BFA0NL5 SHOWX IAI w NEW YaM SIAIE.S. CWlamtalE SYSIFL,mNO rsl/.YD ZWE 1 GOO-057.00-01.00-045.000 / Eaw¢xr o,sEVATwNs sham XERE m irtSFIET+cE xxw 1TRIS SITE AREA 19.974 SF/0.459 ACRES �/ q.uxwmaazm A—ION oR raomm To A suRwY MAP 111M.A uowsm 1AND uu�� suRVEYORs sFAL Is A—ON OF sEcnoN T209,sre—.N z,ar r1¢N.YO.srAn: Ir�wc+1 1 UMITS OF GRADING: 19,974 SF/0.459 ACRES �lA� i I 1j w anon ux. .e®ea...�w,mv ma aew NO WELLS LOCATED WITHIN 100' A YO j 1� z iY mPas ETtdI TXE oRcwrE of INSsuNm'laazatm wml AN awarw.OF 1NE IA.vO - / suRVEYozs tT2sossm•as vaan•sEa1 slwt.t¢caxsmrnm ra vAw TNVE coPlEs. 9 T'T s.cET:munare ol.—IuaoN SON,TTTAr TO,sumEY was PIFPITSD w ACCORMwC£ r WRH TXE Ea G CODE OF PRKTOE FM u SaRrEYOR!ADOPTED NY THE NEW YO- LOCATION MAP O .a� 1 1 f� MLY TG 1XE SON OF MMY ME 511 Y ISOPf D'AIwEOO6N6BET5 10�"1HE N.T.S. gcj0 i ✓\I IIIE mavaxr.cawwuwrw.x�cY aw Irlmlxc InsTnwon usTm xERFm Ano ro INE AA9OK£5 Oi 116 LENDwS It61TNnOK aFORCAD46 AIa:NOf 1RAYSVIIAA®.E 10 _n,_______ ,r •I N� ,✓ \ / 1 T,mwrs�-vwr xOT aoWo"N ssv NOT�cEWIIR1103 T6�L y--{� �1 p/ 1 a TxE suaNY'r crosss wTHCTunuuY. PROJECT DATA P 1oK XoK / Tye .ovtrrvr/o.ImL.li°maomsw tlna MAW orn, r.mm tee: walaemauaea sasewnaver�. _ _ .m+.m almml 1 s¢r \\ j / ` ' I`1_ ssyy '1•m r� TEST Ta OLE •d� E — -` //STORY r// \ ` 1 a m� W„a swuc� SrtE aNL FrvaNEER: �wP4're PROPosm\ / PROPRE�p 5 WI \I 1 \ � f-Ta \\ uc.Ws sTm i/1// q BEORO�Ey,EttT% 1 1 A . :wr?.S__r,.+:may.;•. I \ UNHN\SNE IKAA a12.`�0' � L K.MAEAN ASSOCIATES,O.P.C. PRON40 1 \ �• '11 E \I „ �\ `samm sAa DRAINAGE SWALE DETAIL W rna W S �:�F.E� Ir/ co T � 'Dml�u` 7fa>a• \ / it Q� �. \\ / • /// ! axa \w,l,{ a Wean b1N aat!maDE 66 Tex �•� rt Q LK MciFAV—OCJATES OP.G H48"0 PRECAST STORM MANHOLE DETAIL PRaE°T' TOWN OF SOUTHOLD SUFFOLK COUNTY, NY �aq �/T I �1 r't;.• �� ,. g ' W PROPOSED RESIDENCE xiUTIl01D,M 11p71 m_w a a OOm-1�A 705 0 � ++'� 1111_ � ISSUES/REVISIONS oommm Description No. Data: a — / �' aaam W//'a 1111IIII pyp� Amm P00. 1 4/3/25 mNPMENf 1 1/I1/21 / Q o 5g9yg'00"w � Ia r.oa oao,. °o°mm — RAVE n aW i�.Ra� _ 01111 ARUN 0 lEen z.E 2 P"Ey"• glo !A I"�>� sat FED ona s ©mWasm AswvAr ewvar / \\ �:/''p I e rTYPICAL SECTION LEACHING POOL(DWI —Fm—1 --11--OOStxa mnww a c �_wreasn oWaaW A DRAINAGE i I` \+va\tsm xm�e-ane,ax+ooK VA m�s CALCULATIONS, SITE PLAN omexn RlT�,tWwsaaPne� sv4E:1-_xi. ... �6I (:Jlm% ssml v .e,PaaW ooxl a _ a PROPOSED SITE PLAN 2 (�• r�®e maa,x 1m mx:a•m mw �„,.,,.��� I PWLfim' C�o Ei SELL k SIGNATURE' tar°°" s a�.ew a�m Wye roNac To a scale: -xw-- OO O�OQ y" :o ew Doan: R .aoas uuo'�� fil No: 2nxiam M Y-�^,� CONCRETE WASHOUT DETAIL S),-No. a �'�Wem TENPORART CQ L.�UCTION ENTRANCE C l MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE BUILDINGS: TEST HO BY M DONA D OS RVI S 'y•.'. ,'/F LOT 24 PROPOSED 2 STORY RESIDENCE Da e: 7f324 1PM SITUATE AT THE TOWN OF SOUTHOLD 4 BEDROOM GROUND EL.0.9 GENERAL NOTES: t " FILED AUGUST 29,1963 �/ D.wmPwn,bDINDL FILED MAP 3853 F.G.ELEv. 2.2 -_ --__ r N -7.74 i 1, NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSm SANITARY SYSTEM. NO ar<nn krmlld DM TOWN OF SOUTHOLD i PROPOSED PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM i DRAINAGE SWALE 2. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM 1`�a�UaaR"I a\/ST'd ste SUFFOLK COUNTY, N.Y. TO MEET EXISTING DRAINAGE SWALE 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. �,\Q� // �M1N 4. PROPERTY IS LOCATED IN FEMA F1000 ZONE X 4.1 ___-_ _ to WUatr mm�RNw aeM SP ,Q SITE PLAN DATA: SURVEY NOTES: y> IOANNIS ZOUMAS PROPOSED _ D8 0 DRAINAGE SWALE ' / •/ �,pG PROPOSED I. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 285 BLUE MARLIN DRIVE, SOUTHOLD NY 11971 /�/ SF" 1 POOL Z. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. // �� (;t• EQUIPMENT 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. SITE-REA: 19,974 S 045.00E //�9' `' 1 1 \ 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND -oJ'z_• SITE AREA: 19,974 SF /T.459 ACRES / // �/ p1� SURVEYORS SEAL IS A VIOLATION OF SECTION 7209.SUBDIVISION 2, OF THE NEW YORK STATE i LIMITS OF GRADING: 19.974 SF /0.459 ACRES o2V9,q /' ' j -��� EDUCATION LAW. WZRIZBDwDRrorearUaaRr cacti F,J�' 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND NO WELLS LOCATED WITHIN 100' �ev0 // / I l A1m ? �/ ,c.EIF7. I �N CP SURVEYOR'S "EMBOSSED• OR "INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -7.55 J� / 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE p LOCATION M A P WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK PROPOSED X Q• DRYWELL FOR POOL I ♦0 STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN N.T.S. BACKWASH �a\� 1 1 I fn ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE '�\1 TIRE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTIMION. CERTIFICATIONS ARE NOT TRANSFERABLE TO -37.1 ------- _\'16 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. // F.C.�1Ev .L' I 7. RIGHTS-OF-WAv NOT SHOWN ARE NOT CERTIFIED. waearmlmwnF s•nJ s PROPOSED /y -7a9 1Y-3 B. THE SURVEY CLOSES MATHEMATICALLY. PROJECT DATA 48.0 DRAINAGE / / / 1 \6 I` APPLICANT/OWNER... JNS HONES MANHOLE AS //�` ( PT MIN. 1 / -I4.1 63 256 ROUTE R. WADING RNER,NY 11792 DETAILED / // 1 � / Dll2 1 I 24l HEAVY WTY OPEN 631-929-5500 F.G./ _8_ / GRADE FRAME k COVER FINISHED GRADE Comments:ELEV. \ 1 // may/ Comments: WBL9I BDCOUTIIQfBd S.B•bBIOW SUd8C2. TAX MAP NUMBER.... 015T. 100E SECT.057.0E BLOCKOI.OD =7.03/ \ ` / / / / 1\, HIGHEST EXPECTED GROUNDWATER DEL 3.B LOT 045.00E TEST HOLE SITE AREA................ 19,974 SF(0.459 ACRES) N.T.S. ZONING..................... R-40 USE. SINGLE FAMILY RESIDENCE \ \ / / 9r^ 24�LY] (MIN.) -6 90LEV. \ / / p\.( XT la \ _ - ;. N BARS OB•O.C.B/N' SITE CIVIL ENGINEER: -_'= 1 11 AOp1aNAL NQ,EEMKGG z- 109 WIDE'WALE- SITE SO I n = n 51 ORy \ 0.4•wAt1 I ' 1\1 1:12 MAi '�� Ojplo PROPOSED \ ROPOSEDENCE 1 \ a' i12-CPEP \ i RESIN� . / ,r-fl ^S \ IPIllrl 1611CT DRAINAGE PROPOSED\ ROOM ENS 1 PROPOSED AREA W j-II E'I �11=11� 11 11�1-W11i -II_ \ L 111 ill it PIPE UC. WATER \ q BED D Bp,SEM 1 SANITARY ALARM DRCUMFERDMAL STEEL j l "',-II��jI I lab -(jET L SERVICE 1 15NE D' 1 CONTROL PANEL -au sa w./LF NATIVE \ NF 125 IalTale.�u= L.K.McLEAN ASSOCIATES,D.P.C. V \N SOIL [SIple,H-'�II_IT PIF3181EiIBIFr \ 1 \ 1 ��,F. � 1 _1Ei1E31=Tnl�ll�lr�lp-7=1IIT 11=,Il=n r_I�( •,�W.c.::...,..,M,..,x..n.•.:.n,u 1 PROPOSED \ ��� 1 ` -0•- 1T WA CPFP PPE HIT=iI!=1TI=1II�11=III=III=III=1!=1.1=III=III�I�III- \ \ 1 ` L '-10• IT M A 1nOv naN Op ENE U FOR tvNr P<REON,UNIFSe AC^wc M.�-tiE TRENCHDRAIN 1 \ L' 1 \} �J �<NEW 98.O.C.B/W aRECRON OK A UCENSm APl>•rtER DJG:NEER.ro ALT614N ANY WAr ANY 1 DRAINAGE SWALE DETAIL RE aNsEDR^wNGe.F^MILE DNaTMEEEA a wARG, Co SECTION CLASS A INVERT CONCRETE TOP SLAB ENaNEa+Is w-TERED.rHEx-.rariaTEcn EN[%NEER-A<Fl%To O \ A E 1 W SMALL BE CAST w PUCE IN N.T.S. 5 1 1 / THE FIELo R scwTTMueRRE a o DATeA�TERAERAilw�ME F,E.=\D' 1 PROPOSED U.C. DES- XmE�ETErwnON n THE ORAwum•THE M.ws ANO F CO ELECTRIC AND AR HOSE NOTES: EREIN ARE NENOEO POR ME Ease cPRO EO ONLr ASA RFsuLr DP CO.-NEconAn-eET.NEad Re I7r,Nen AND_c ' IN FOR HYDRO-ACTION 1. ALL CONCRETE TO BE 4,D00 P.S.I.01 28 DAYS PRECAST BOX AS nr1EAN AssoawTEs pG THEg P1nIRs Arro SFEFhTanws wRE aE-yE \ MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL SEPTIC TANK sUa ECT O A COPraaH PE R D AVO var Nrn eE R sm FIR REuseD e 2. PROVIDE PIPE BY AS REQUIRED. 15 BpGK i 5 I 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. nNrar,IE WrtHGur wraT-IEn AumOmtt of I_N.nrtxFnN nssOoaTEs,Pc ` 4. WELDED WIRE MESH ASTM Al15. C LK. MCL.EAN ASSOCIATES, D.P.C. \ PROPOSED U.G. O MIN ` S. REBAA ASTAI A615 GRADE 60. ELECTRIC /� \ ♦ ./. 1 \ SERVICE PROJECT: ,D \ � 1 48"0 PRECAST STORM MANHOLE DETAIL Cn ♦�v r / / �O µIN♦ --� \8-5M\N- DM 5•p�N. N.T.S. TOWN OF SOUTHOLD 8•RUCK REINFORCED CONCRETE COVER \\ I CONCRETEu se BEEDW GRADE SUFFOLK COUNTY, NY < SURFACE AS PER SITE PLAN DP \ PROPOSED RESIDENCE OW3�1-�1p'M /FE/�� DP 7 LP ; 1 fr J rr • s'!1 / \ \ 1-/ \ A FE 1`,G / 1 a • O� RECAST CONCRETE f LP 1 \ - ( FE �// 1 PERSPECTIVE VIEW m 285 BLUE MARLIN DRIVE CONTRACTOR TO \ �-7 e SOUTHOLD,NY 11971 MODIFY EXISTING •I STRUCTURE AS N ]EN MINNUM 2 a 2 NEEDED TO ACCEPT \ � -8- .-- � p5 O �- FENCE PO � 11111= p' 0•AOS DMINAGE PIPE ISSUES/REVISIONS NEW DRAINAGE PIPE \ 1 k icy_ O®®0� ���T O®®®® TRENCH A05 D RAIN O PIP FOR (RIM EL>6.4) < \ 5•MIN- I wDw wva FENCE D mENCH ORNN Oar. Description No. Date 9 � O (s.a - to/to LrN'F) $ PTA®®® \ _ _ FILTER!CLOTH ADDED POOL 1 4/3/25 ADDED POOL EQUIPMENT 1 5/19/25 O]'�\ O O D 05 l / \'l9 -'I'w .�"'• m o®® K Nam FILTER 0.0TH 1313 C)'OO '•'�•� m H. 6- IrRO cBOUHo OEM I g 4• O IA • /•/" t NNAXWUY NAGE AREA -IIIII FILL \ \ \ �•'•/• DR`�1 1/2 ACRE / 100 LINEAR FEET GMVE= CLDW SAND 6: �• �p\ 1N K VV WATER SECTION DETAIL N i SILT FENCE DETAILS Y-D•u� e'-a-Dt<m<i<. z'-D•w G vRACL O.s�A o` LEGEND• �, \ / 8 'a,/ PROPOSED BUILDING TYPICAL SECTION ® LEACHING POOL (DW) oPROPOSED ASPHALT DRNEWAY / \ -� ��^' +�Iv rva s..m -----PROPERTY LINE _ --11--EXISTING CONTOUR STORMWATER DRAINAGE -`�•-�� � ���•�_,*< sT^--M)>--PROPOSED CONTOUR CALCULATIONS: PROPOSED HYDRO-ACTION AN5c0-C VA OWTS _ 5 `. SITE PLAN REDO Rm D IMAGE C.LLCUTARONe: - - . �. 0 DB 0 PROPOSED DISTRIBUTION/SAMPLING BOX SCALE:1 (z-RUN EvERO ¢ v...- .< "=30' � .....=•.: �. �.F�4a.Y N.Xg o PROPOSED CLUSTER LEACHING POOL SYSTEM 0 18 Sp IYPQMOUS(ROOF)Owt R On-21-4 - •£� }w''-•-, ry C-O3 -s • !n Feet (]n6D%11%2•/]•fR•iNFALza Y3]}OF � '� �� -PROPOSED SANITARY PIPE a FI� PROPOSED FUTURE EXPANSIONC-O TOTAL STORPLE REOUPED-]1].ST 4e�m DRAWING TITLE: 0 -w--0ROPOSEO WATER SERVICE ; aa�(a�^ A��3•Bea g I ,� I� � a PROPOSED SITE PLAN -[-PROPOSED UNDERGROUND ELECTRIC SERVICE V-(9�^%tt%-1-/t7-(RINFAI11-p]]]]IF TOTAL STORAGE REONRm-15833 _ E (wA� END PROPOSED 8'0 DRAINAGE POOL WITH 50UD COVER pltoposm DRATRAGE GLLLl1T aN4 PLAN VIEW 24 O SnLET1LL SEAL & SIGNATURE: Design By: MF i m TEST HOLE LOCATION BODE(awl 4 CYn) Drawn By: MF CO o3 ORf W]m] F/ !CFArF=]01 VF sEsngl APP EX.TREE UNE fOVed B JO PRonDE:(z)to•IEAcwNc smucruuEs a]-DEPRI A=A Scale: AS NOTED EX.UNDERGROUND WATER ORNEWAY(OW]) ROAD O O O O O O T'1 SIDE SLOPE Date: JANUARY 2025 EX.O.H.ELECTRIC 158.]]OF REOuVSD ELANELANpVALVE ] vc File No: 24130.00E p p R VA VE PROVDE(t)100 CACHING SRUCNRE o]'DEPx Wr<a• """ 'm`®"°`""¢ CONCRETE WASHOUT DETAIL Sheet No. SIGN EDGE OF PAWMENi CROSS SECTION N.T.S. C'1 Q% OVERHEAD wRLs TEMPORARY CONSTRUCTION ENTRANCE o. �li p4a-j APPROVED AS NOTED DATES 9, 5—BB.P.# FEE BY NOTIFY BUILDING DEPARTMENT AT 631a65-1802 BAM TO 4PM FOR THE RETAIN STORM WATER RUNOFF FOLLOWING INSPECTIONS: pt}RSUANT TO CHAPTER 236 1. FOUNDATION-TWO REQUIRED ' OF THE TOWN CODE. FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK S/D ?N' N CODES AS REQUIREDDITIONS OF N ZBA N PLANNING BOARD N TRUSTEES ,tmNC HD qSE POOL TO,.006E . ' '0'b COMPLFTIdN OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA" OF OCCUPANCY • ll exterior lighting installed,replaced or repaired shall conform to Chapter 172 Of the Town Code 32'-01' ALL DIMENSIONS ARE TO BE FIELD VERIFIED r 1 " TO WASTE 285 BLUE MARLIN DRIVE SOUTHOLD, NY FILTER FOLK SUCTION BASIC CORNER STATE COUNTYof NEWFYORK SKIMMER STEPS NON—SLIP HAIR & LINT DESIGN STRAINER EATS PUMP ZOUMAS _ AUTO SKIMMER RESIDENCE LIGHT PUMP I BACK TO POOL POOL All design a preeed th ri and the design el�reesed therein are C Z�7 the ado property of AM 6' X 321 Engheerillq,P.C.They are to be O used only with respect to this DUAL MAIN DRAIN WITH Project and are not to be capled rittmn FILTER I I IN—GROUND I CO HYDROSTATIC VALVE AND or reproduced without e&orin permladm of A513 Fnglnear4rq, GUNITE POOL I COLLECTION TUBE IN GRAVEL BASE PC. I I ISsum FOR: I ■ago Derr loft A% oft HEATER SCHEMATIC PIPING ARRANGEMENT RETURN N.T.S. DUAL MAIN DRAIN WITH STRAINER (VGB SAFETY ACT POOL NOTES: POOL PLAN APPROVED DRAINS) 1. POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326 i"=V—0" 2.POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1. 3.SECTION R326.7 POOL ALARM REQUIRED. PROJECT NO. 32'-011 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SCALE AS NOTM 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5. DRAWN BY SLC =EQUIPMENT F — WATER LINE io 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: A! O �_POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), ic) SECTION R403.10.1 HEATERS 1924 Bellmore avenue Bellmore, Now York 11710 Phone:(516)7a5-4200 SECTION R403.10.2 TIME SWITCHES Fc= (516) 7a5-9148 6'-017 4'-0" 191-611 SECTION R403.10.3 COVERS SEAL, lEOF NE{,.YO 21—611 9lP Ov s.9�L 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <10% SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATEy o POOL LONGITUDINAL SECTION DISPOSAL IS LIMITED TO OWNER'S PROPERTY. e° sgo�� UC i G77439 1» > >l 1 1 AN. S.BRAUM,P.E. $ =V —O 8.NO SURCHARGE ALLOWED WITHIN 4 OF SHALLOW END AND 6 OF DEEP END. iQ{�r Ave�r�NY. noo 9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI ® 28 DAYS. DRWINQ 16'—O" GENERAL NOTES, 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. POOL PLAN, 11. REBAR SHALL BE 2' MIN. CLEAR TO EARTH. CROSS SECTIONS, PIPING SCHEMATIC, WATER LINE ——— 12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY & POOL DETAILS 0 rN BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. in 13.�LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONIN PR°Ecr REQUIREMENTS. ... 11 14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT. PROPOSED GUNITE 2'-61, 11'-0" 21-619 IN—GROUND POOL 15. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER POOL CROSS SECTION ANSI/ APSP/ ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS. l /1 16. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. DRAWING No. =1 —O 17. SLOPE PATIO SURFACE 9' PER FOOT AWAY FROM POOL. A Q— 1 ji ALL DIMENSIONS ARE TO BE FlELD VERIFIED Minimum Length of Non EMENT MORTAR JOINT Metallic Conduit with 8 insulated 4"1. 12" STANDARD copper wire as per NEC 285 BLUE MARLIN DRIVE 12" Min'I COPING soun�loLD, NY COPING Brass Electric Pull 2—#4 BARS Boxes 6" Above Water #8 GROUND COUNTY of suFFOIx 4' 12" WIRE TO STEEL STATE OF NEW YORK TILE 2-#4 BARS 0 ZOUMAS iv BORDER CID BENT BOND N Yz" BRAS I RESIDENCE PLASTER BEAM AROUND 4" Mi a WITCH #4 BARS RECESSED 12" O.C. LIGHT All Drawings,Specifications and " BOTH WAYS the design expressed therein are 3 SECTION PLAN the ado Asa 10 EngtrleerYlq,P.C.They are to be SKIMMER NITCH DETAIL Peed only with nspet to o hle Pro rteepct and are not to be eapled Coping N.T.S. Typical Light Box Detail ps�rrllaeon oroduff AM Engin�g. N.T.S. F N.T.S. COPING issuED FOR: 6x6 Frostproor Veneer Varies —Vary Thickness of NOTE: A OlFr. COPING COPING Tile Raised Pool Wall To Allow For 1. THIS POOL SHALL BE CONSTRUCTED IN COMPLIANCE WITH CHAPTER 6 of THE Thickness Of Veneer Plus 6" 2 E IPo°iTTIT+ALABONONG ID T�EHENSSTA UNDERNEATH THE PAVED Li Number of SUR FACE EXTENDING 3' FROM EDGE OF POOL.WITH CMI EQUIBOND MAY KIT OR EQUA 2—#4 BARS 6x6 FROST Steps as WATER LINE O 3. POOL MALL BE DESIGNED AND CONSTRUCTED INCONFORMANCE PATH THE 2020 SWIMOUT PROOF TILE 2—#!FB3ars@ needed to INTERNATIONAL SWIMMING POOL AND SPA CODE. BAR 4. PLAN SHALL CONFORM To APPENDIX G OF THE NEW YORK CITY BUILDING CODE. suit pool to 6"x6" FROST PROOF a u Bars depth I TILE OR MOSAIC NOTES: #4 Bars ® #4 M t. ADDITIONAL HYDROSTATIC RELIEF PLUGS SHALL BE INSTALLED AT POOL 12" OC ® 12" OC See Pool Pia PATTERN BORDER CONTRACroR'S DISCRETION, THE NUMBER AND LOCATION OF RELIEF PLUGS Anti Vort30" SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND for length Of 2. CONCCR CONCRETE SHALL BE 3,500 RADIUS VARIES pool steps Anti Entrapme pal(zs Days) SEE SCHEDULE Main Drain CovTHICKNESS 3• CONCRETE MIX SHALL BE A 4— Ytd SAND TO CEMENT RATIO BY VOLUME: CHANGED SOIL CONCRETE SHALL BE PNEUMATICALLY PLACE AGAINST NATURAL UNDISTURBED #4 MLY 4. OWNER SHALL PROVIDE THE FOLLOWING: 12" OC a. APPROXIMATE ELEVATION OF THE POOL PROJECT NO. MAIN DRAIN OC b. 54• FENCE AROUND THE POOL AREA PER CODE GATES SHALL BE SELF DALE 3-26-25 Typical Section At Shallow End VGBA COMPLIANT Horizontal and c. LOCKING CONCR�POOL SHALL AT LEAST TWICE A DAY FOR SEVEN DAYS DRAWN BY N07ID N.T.S. Vertical d. ASSURANCE THAT POOL LIGHTS WALL NOT BE TURNED ON WHEN POOL IS Typical Section At Swimout AASUR Typical Section At Raised Bond Beam e. RS H0 WILL NOT BE USED TO FILLL POOL AS IT WILL MARK THE PLASTER FlNIIH N.T.S. 5. THIS PLAN ASSUMES A SOIL BEARING CAPACITY OF ONE (1) TON PER SQUARE N.T.S. FOOT. IF SOFTER CONDITIONS PREVAIL THE CONTRACTOR SHALL OVER — EXCAVATE utm�G COPING AND BACKFlLL WITH COMPACTED FILL TO ACHIEVE 1 TSF MINIMUM. 1824 Bond B Steel 2-#4 SLOPE DECK , New York Avenue on Beam B 6"x6" FROST PROOF Y4 /FT Phone:(516)785-4420010 TILE OR MOSAIC For Non Expansive Soil DOUBLE MAIN DRAIN Fa1c (51s)78s—s148 PATTERN BORDER 3-#4 For Expansive Soil POOL RETURNS SET AT SPACED 3'-0" APART 12" BELOW WATER LEVEL PER CODE �N 4E OFNEyr WATER LINE REINFORECED GUNITE ATER RADIUS SCHEDULE SEE PLAN #4 ® 12 OC EACH WAYW 0 FT 6 FT 6 FT POOL DEPTH RADIUS CID O O O O y4o c ones a 2 C " THICK Horiz n e I WALL 1 FT 6 FT 6 FT 3-6'——t'-o• o RADIUS077439 PoE�oaa 4'-0• 1'-0• I $24 m i u sr AYE BE"ME NY.11710 2 FT 6 FT 6 FT 4'-6' t'-6• 10 5'-0• 1'-6• g" THICK 1:7 MAX 12" THICK oRAwwrz 3 FT 6 FT 6 FT 5'-6• 2'-0' FLOOR SLOPE WALL 6'-0• 2'-6• 1:3 MA 4 FT 6 FT 6 FT 6'-6• S-D• LOPE ANTI VORTEX GUNITE DETAILS Anti Vortex 7'-0• 3'-6• #4 BARS ® 12" OC PLACED ANTI ENTRAPMENT Anti Entrapment WALL THICKNESS TO 5 FT 6 FT 6 FT 7'-7' 4'-0' THORUGHOUT POOL BOTH GRAVEL VGB COMPLIANT Main Drain Cover BE CHANGED 8'-0• 4'-6• HORIZONTALLY AND SUMP MAIN DRAIN COVER UNIFORMLY 6 FT 6 FT 7 FT B'-s• s'-o• VERTICALLY HYDROSTATIC s'-o• s'-o• RELIEF VALVE PR0.ECT: #4 Bars ® " 7 FT B FT 9 FT 9'-6' 5'-0• MAIN DRAIN 12 OC 10'-6• s'-o• Horizontal and POOL DIMENSIONS AND FACILITIES SHAL CONFORM VGBA COMPLIANT Vertical 6 FT 9yFf 9 FT WITH THE REQUIREMENT FOR A TYPE 1 POOL PROPOSED GUNITE IN-GROUND POOL Typical Section At Deep End 9 Fr 1F111 FT Longitudinal Section N.T.S. N.T.S. DRAWING No. AQ-2