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HomeMy WebLinkAbout42799-Z ,r,zv. Town of Southold 6/3/2020 3 P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41163 Date: 6/3/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2905 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2018 pursuant to which Building Permit No. 42799 dated 6/18/2018 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 Tatarka,Allon&Meade,Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42799 10;23-2018 PLUMBERS CERTIFICATION DATED Au o e 0 gnature o�cyUFFOt,�co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT C' TOWN CLERK'S OFFICE o . 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#: 42799 Date: 6/18/2018 Permission is hereby granted to: Tatarka, Allon 135 William St Unit 13A New York, NY 10038 To: construct accessory in-ground swimming pool as applied for. At premises located at: 2905 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 30.-3-2 Pursuantjo application dated 6/8/2018 and approved by the Building Inspector. To expire on 12/18/2019. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.0 CO - SWIMMING POOL $50.00 Total: $300.00 4 1-' uildin spector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following* A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or,Pkrre-existing B�uiillding: (check one) Location of Property: ���� �� V G 1/T 01 House No. I ,Sttreeett n Hamlet Owner or Owners of Property: /i`) -� v`wn A1 1 -'4- 1 1 �/ � ) "Adw Suffolk County Tax Map No 1000, Section Block 3 Lot Subdivision Filed Map. Lot: Permit No. Ya�� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate- (check one) Fee Submitted: $ J Applicant Signature I J I " �aOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT® °`ycourm,��' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SOLATION [ ] FRAMING A STRAPPING [ FINAL &6te"' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R REMARKS: 0 0 0A ® 6 � Y�Uh ail N)VA o s� ► in a SQR cloy, A)- I� jock4 o1r &pim vc, % �WA 6 AV �" r is 4 AA LA4 6 R S Lp WIA .�m&Wk �r -r � � 0 ►` DATE INSPECTOR Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt(W-town.so Litho Id.ny.us Southold,NY 11971-0959 'P® COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Tatarka Address: 2905 Rocky Point Rd City: East Marion St New York Zip- 11939 Budding Permit#. 42799 Section. 30 Block 3 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbs Electric License No: 4155-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F1iTwist Lock Exit Fixtures 11 TVSS Other Equipment: In ground swimming pool to include, bonding, control panel, 2-GFCI circuit breaker 1-pool pump,gas pool heater,pool lights Notes, POOL SHED--2-switches, 1-recpticle 1-GFCI recpticle at Bocci court Inspector Signature: Date: October 23 2018 81-Cert Electrical Compliance Form As TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ��� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oz �z DATE INSPECTOR ho�aOE 50U1y�6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR O 50//l�°lo * # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 INSPECTION 4zlql [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lei DATE � 6 /� INSPECTOR:Yl TOWN OF SOUTHOLD BUILDING DEPT. couffov, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING /STRAPPING [ INA 140t� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Jco cz li!bA DATE INSPECTOR FORA ' MMIRIO%1. FOUNDATION(IST) 'FOUNDATION (2ND) O 7,M OEM - - ►� ( 7 iTIOMPTIMM, MAW! ' yr � I �. Milt ADDITIONAL COMONTS VWT M � l r.. -� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans X TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey X Southoldtownny.gov PERMIT NO. �7 ZCheck Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20-1a Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20� Mail to Disapproved a/c Phone Expiration 20 DI [EVE �gln5� ctor nDD APPLICATION FOR BUILDING PERMIT JUN m 8 2010 Date June 7th 2018 INSTRUCTIONS ►TT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 asia c e p Pot Pan scale.Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Buildmg Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interum,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required 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,or alterations or for removal or demolition as herem 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 for necessary inspections (Signature of applicant or name,if a corporation) 5175 Route 48,Mattituck,NY 11952 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder LANDSCAPE ARCHITECT Name of owner of premises MAGGIE MEADE (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No.TSD Plumbers License No. Electricians License No.TSD Other Trade's License No. 1. Location of land on which proposed work will be done: 2905 ROCKY POINT ROAD EAST MARION House Number Street Hamlet County Tax Map No.1000 Sectio 0 Block Q2— Lot&-m- /! Subdivision MAP OF EAST MARION WOODS Filed Map No.8759 Lot 10 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and Occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work SWIMMING POOL (Description) 4. Estimated Cost$100,000 Fee $300 (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor NIA If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NIA 7. Dimensions of existing structures,if any:Front 65 3' Rear 65 3 Depth 30 4' Height35' Number of Stories Dimensions of same structure with alterations or additions: Front SAME Rear SAME Depth SAME Height SAME Number of Stones SAME 8. Dimensions of entire new construction:Front NIA Rear NIA Depth NIA Height NIA Number of Stories NIA 9. Size of lot:Front 165' Rear 164 47' Depth 337 66' 10.Date of Purchase October 30th,2015 Name of Former Owner Barbara Burger 11.Zone or use district in which premises are situated R-60 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO ✓ 13.Will lot be re-graded?YES ✓ NO Will excess fill be removed from premises?YES ✓ NO 14.Names of Owner of premises MAGGIE MEADE Address 2905 ROCKY POINT ROAD Phone No. 917-846-9131 Name of Architect JONATHAN PAETZEL Address PO BOX 478,MATTITUCK,NY Phone No 631-209-2410 Name of Contractor TBD Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NOS[_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF SUFFOLK JONATHAN PAETZEL being duly sworn,depose6 andlmly&W Hthe applicant (Name of individual signing contract)above named, ON Notary Public,Mate of New York (S)He is the LANDSCAPE ARCHITECT No.01 BU6185050 (Contractor,Agent,Corporate Officer,etb-ommission Expires April 14,? 4 0 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 knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith 0 to before me this w�—rY�r�1 day o - 20/8, Notary Public ignature of plicant Scott A. Russell ,�d°Su '� ST01KIM[WATIE]k SUPERVISOR �T �T { � a l��l[A\�A\�G�IEI��I[1E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUN 1.2U19, .._ _ ( TO BE COMPLETED BY THE APPLICANT ) DOES TATS PROJECT INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ✓❑ D. Site,preparation within 100 feet of wetlands, beach, bluff or coastal erosion'hazard area. ❑© E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ©❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District NAME Stacy Paetzel :3 �/?_1/2018 91-0ton Block Lot 631-209-2410 **** FOR BUILDING DEPARTMENT USE ONLY" Contact information, PTckpMrr Number) Reviewed By: — — — — — — — — — — — — — — — — te Property Address/Location of Construction Work: — — — — — — — — Daa — — — — — — — 2905 Rocky Point Rd Approved for processing Building Permit. S rmwater Management Control Plan Not Required. East Marion, NY 11939 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 r APPLICANT S.C.T.M.4: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contraetor,Other) ---um 0,0 wmt Stacy Paetzel - Stormwater Management Control Plan CHECK LIST NAME: section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. " Plevve Print 631-209-2410 Date:FEBRUARY 21,2018tpj * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Signature Tekpbone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, rMVi i i show all of the following Items: If you need additional room for explanati it 1 a. Location& Description of Property Boundaries ✓ 0 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(02). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ENTIRE SITE IS ABOVE ELEVATION 45 B ° e. Limits of Clearing & Area of Proposed Land Disturbance. ✓ TOWN OF S0U'-LH0L f. Existing & Proposed Contours of the Site unimum z i ',OPOSED WORK LESS THAN 2' IN GRADE CHANGE. g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& DRAINAGE INSPECTIONS proposed structures. ✓ Contact TOS Engineering a - 1560 befeFe I. Location of proposed Swimming Pool and discharge ring. Rackfill. OR Provide Engineers Certification j. Location of proposed Soil Stockpile Area(s). th;tt the drainage has been installed k Location of proposed Construction Entrance/Staging Area(s). 1/ 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing ON GRADE MASONRY PATIO SURROUNDED BY LAWN that the stormwater improvements are sized to capture,store,and infiltrate AND PLAN on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event Shall include but not be limited tn 3. Details&Sectional Drawings for stermwater practices are requires for approval. A well maintained Gensitrur-tion Entrance, Items requiring details shall,Include but not be limited to: Fencing,Wilt! Bdcked Smit stabilization & a. Erosion&Sediment Controls. 0 Seeding b. Construction Entrance& Site Access. EXISTING DRIVEWAY TO BE USED AS CONSTRUCTION ACCESS. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) F;7— NO DRAINS NECESSARY. d. Leaching Structures (eg.infiltration basins,Swale etc.) **** FOR ENGINEERI EPARTMENT USE ONLY **** El Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. ApprevedBy: - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Dates 2 SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 aVVV ' Electrical Ins ector $uEEQ1 � 'UILDING DEPARTMENT- p ��0 SEP 1 1 2018 TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 0 Southold, New York 11971-0959 V ' ,.,JJ-V TRephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:* i" ,� &—P=6 �-�U fj Date: Company Name: V e Name: License No.: (� l �� /��� email: � 'La Address: �yc Phone No.: JOB SITE SITE INFORMATION: (Ali Information Required) Name: T Address: cJ Cross Street: N t' Phone No.: L l M Bldg.Permit#: X27 j email: IWC-A- Tax Map District: 1000 Section: Block: tot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) SJ r/vim C Circle All That Apply: Is job ready for inspection?: ES NO ough In Final ' Do you need a Temp Certificate?: ES / 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional'Information: PAYMENT DUE WITH APPLICATION 00 `�X CP IN Request for Inspection FormAs Q P �C P.O. box.YUY 1230 Traveler Street Southold, NY 11971 Office: (631) 765-5020 SITE DATA: 30 -3 -� SCTM#: 1000-1• Lot Area: 54,447 SF ( or 1.25 acres) NOTES: 1. Base map information based on sul prepared by Peconic Surveyors, dates 01/25/2018. 2. This drawing is for the purpose of obtaining permits only. NOT FOR CONSTRUCTION. EROSION &SEDIMENT CONTROLS 3. Unauthorized alteration of this plar Shall include but not be limited to: violation of NYS Education Law. A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. REVISIONS --" DATE DESCRIPTION DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineerinde Eng neter's Certification Backfill, OR Pro that the drainage has been installed to Code. APPROVAL OF STOR ATER MANAGEMENT CONTROL LA - Code r 6 S e a f Date: /L /p Approv d by: oVPNDsegpF ���SC•��p,PSHA((A9 9,p� Draina a Calculati sand Structure Schedule Drainage Invert Out Structure Size Elevation Invert In ��,9 00185& Proposed Swimmin Pool Backwash Drywell PD-1 8'Dia x 4'depth TITLE: EI- L END STORMWAI EE�� [HPROF:ERT:Y:LINE MANAGEMI ____--- 50' RIGHT OF WAY CONTROL P1 — • — 15' ACCESSORY SETBACK —j X (10.0) EXISTING SPOT ELEVATION + 10.0 PROPOSED SPOT ELEVATION 0 10 20 EXISTING TREE TO REMAIN Scale 111=200-0" PROJECT LIMITING SILT FENCE TRK STON �'V v/�, DATE:2018.02.21 REVISED: ( _ — PROPOSED DRAINAGE PIPE SHEE I I EXISTINGASPHALT I TO REMAIN I i I I i EXISTING GRAVEL I DRIVEWAY TO I REMAIN I EXISTING POOL CODE COMPLIANT DEER IIFENCE TO REMAIN �I x-�- ,��_ __ ) x _ ,--X -X ---- X I (48.3) U y ' 51,9') EXISTING TREE TO --S X m Ln REMAIN(TYP.) I x (482) g 1 Ix O InN I PROP.ON u GRADEPROPOSED GRAVEL PROP.ON ILU I < MASONRY BOCCE COURT GRADE u cm PATIO +49.0 MASONRY J � I 'N) I PATIO N + I wl -� 49.3') I U I I 49.4 X U x I (� SOIL j PROPOSED 40'x 18'POOL QI I STOCKPILE 1 3'-6"DEPTH TO 8'-0"DEPTH 49.31+ in I ,, AREA /' COPING EL 49.45 I I ( I I I +49. 49.0')x X • I(48.9') II PROPOSED X x I ON-GRADE PROPOSED POOL MASONRY PATIO ++i++ * I EQUIPMENT LOCATION x I +49.3 (48.9') �9')•• I X (49.3') ( ` I I ex (49.3) EXISTING RELOCATED X PROPOSED 8'x4'POOL BACKWASH � SHED I DRYWELL-SEE DETAIL 1 J II (49.0' EXISTING 12'-0"x 8'-0"I # X 1 / ( SHED TO BE RELOCATED x ® I (49.2' I X• PROPOSED 4"SDR 35 -0 PROPOSED 12'-0"x DRAINAGE DRAINAGE PIPE 174"-0-PEN-FRAME - POLA OVER I MASONRY PATIO II • PROPOSED EXISTING SEPTIC 1 II II ON-GRADE I COVER TO REMAIN PROPOSED I I1+49.111 MASONRY PROJECT LIMITING SILT x I I MASONRY FENCE(TYP.)-SEE PROP.NDS FLO-WELL _--�L_ PATIO DETAIL 2 CONNECTED TO SHOWER STOOP+STEPS __ I �Y� I I • I PROPOSED DRAIN EX.WOOD I j PROPOSED 4'HT.POOL PROP.OUTDOOR DECK+ ________ PREFAB SPA I I CODE COMPLIANT SHOWER W/ STEPS TO BE 1_t u +50.15� WIRE MESH FENCE PERFORATED PIPE REMOVED DRAINEXISTING Y14 +51.9 I I COVERED • SCREENED DECK EX.PROPANE TO REMAIN CONCRETE PROP.4'HT. TO REMAIN WASHOUT POOL CODE EXISTING AC IAREA I COMPLIANT GARAGE EXISTING RESIDENCE i ' UNITS TO REMAIN I WOOD FENCE EL 50.0 FF EL 52.1 I +GATE I I I PROP.4'HT.POOL I CODE COMPLIANT I I WOOD FENCE+ I EXISTING PAVER GATE IWALKWAY TO REMAIN I EXISTING GRAVEL DRIVEWAY TO I I REMAIN AND BE USED AS 18.7) ' I I CONSTRUCTION ACCESS I I I EXISTING SPLIT RAIL I NCE TO REMAIN �><l I I OI o (46.4') v �I EXISTING GRAVEL DRIVEWAY TO EXISTING WELL 1011 r REMAIN AND BE USED AS TO REMAIN vvv I CONSTRUCTION ACCESS -4 (49.3') I EXISTING METER UTILITY POLE TO REMAIN I I_ I _I„S 8,.30 00_E - - 1 5_00'_I (48.5') (46.8') I i 1 EDGE OF PAVEMENT goo 1 ' WATERLINE I I 1 M EA D E RESIDENCE I F.G. F.G. I I I O5 Rocky st Marion, New oint d New York ��� EaSHALLOW END 1 APPROVED AS R TE SEE DETAIL 2- � DEEP END 1 1 DATE: B P" TYPICAL GUNITE POOL 1 1BY. " WALL SECTION DETAIL 1 I NOTIFY BUILDING DEPAR ENT' AT +STEEL SCHEDULE 1 <-0- ALL 765-1802 $AM TO 4 PM FOR THE ___,��r— — FOLLOWING INSPECTIONS: ao'o" 164.47 1. FOUNDATION - TWO REQUIRED x FORPOUREDCONCRETE POOL PROFILE I N 13°OSj50„W — (47.77 2. ROUGH = FRAMING & PLUMBING _ 2) - 3. INSULATION 7448.Section 1"= 10'-0" - — I— x ESSORY SETBACK o04. FINAL - CONSTRUCTION MUST46.5') CC — _ BE COMPLETE FOR C.O. CONSTRUCTION SHALL ME marshal) naetzel I REQUIREMENTS OF THE C THE CODES LANDSCAPE ARCHITECTURE M YORK STATE. NOT RESPONSIBLE FOR 1 I DESIGN OR CONSTRUCTION ERRORS. NORTH FORK HAMPTONS I I 5175 Route 48 PO Box 1397 6"X 6" TILE FACING 1 I 1 EXISTING ASPHALT I Mattituck,NY 11952 530 Montauk Hwy,#203 1 1 TO REMAIN phone: (631) 209-2410 Amagansett,NY 11930 1 I I fax: (631)315-5000 COMPLY WITH ALL CODES OF email: mail@mplastudio.com A I _ 3 STING GRAVEL I 1 NEW YORK ST • •• • EXI a WATER LINE j DRIVEWAY TO I A ATE & TOWN CODES O S REQUIRED AND CONDITIONS OF SURVEYOR: I .. a : U REMAIN p 1 LOI I ;o EXISTING POOL CODE I °ol COMPLIANT DEER I , ,� Peconic Surveyors P.C. (3) #4 BARS CONT. • W o0 1 �` FENCE TO REMAIN _ _ _ �^ P.O. Box 909 BOND BEAM ALL . � 1 N ` 31 ___X — X "" °'" - "�- 1230 Traveler Street AROUND TIES 10 o.c. x 1 — — Southold, NY 11971 4' Q v " MARBLE DUST FINISH �1 x— _ _- -X --- X— I� I 'I (4s 3' UQ � �^ Office: 631 765-5020 - - -- (48.2') 1 � X51.9') EXISTING TREE TO —+••O Im #4 STEEL REINFOFCED o I o► I REMAIN(TYP.) N RADIUS VARIES 6" TO 24" =1 I (�'2) DRAINAGE INSPEC770NO RE REQUIRED #4 BARS �— ON SHALLOW END DEPTH <5'-0" �5'-0�� �1 I IHHHH HHHHHHHHi ® Contact TOS Enginesrtng 765-1560 before a 25 AND UP ON DEEP END „ NI IX 6wi fTacl;ffilt,OR Provide En ! er's C g ertificrtion i I 1 O.C. 1 O.C. I I I U OCCUPANCY OR that the drainage hws bee 'nsteled to Code, PNEUMATICALLY APPLIED CONCRETE +� �I �• VERT. 1O o.C. 5 O.C. I V Q ) --;- - I ��, USE IS UNLAWFI_� . co . FLOOR j 10"o.c. EACH WAY1 THICKNESS OF WALL -- 1 ;I I O I WITNOU E VARIES 6 TO 8 MIN. 1 I O• I I 49.3')0 5 I OF OCCU !'1N6 LU X I U 1 PROPOSED40'x 18'POOL I U. I 1 SOIL 3'-6"DEPTH TO 8'-0"DEPTH I 71 r, V n I Q i STOCKPILE I I b g Z 1 COPING EL 49.45 TYPICAL GUNITE POOL WALL SECTION I �nI X I AREA RETAIN STORM WATER RUNOFF 'EJVCLOSE POOL.TO CODE 2 I 11 "__-- (SEE DETAIL 1 +2) I Not to scale X I I PURSUANT TO CHAPTER 23G UPON.COMPLETION Section 1 OF THE TOWN CODE. BEFORE"WATER" I I I I 1 (49.0') I I i X O I(48.9') I ' I I I PROPOSED PROPOSED POOL ELECTRICAL SITE DATA: I I I i MAPATIO OMASONRYDE20 9 Ix EQUIPMENT LOCATION INSPECTION REQUIRED 1„ SCTM#: 1000-13-02-8.25 I I X (48.9') 2 Lot Area: 54,447 SF ( or 1.25 acres) PRECAST CONCRETE I I I �4 Xl) x 0 (49.3') 17-6 I IDOME I ©1 © OX EXISTING RELOCATED I 1 (49.3') PROPOSED 8'x4'POOL 12'-0"x 8'-0"SHED SDR 35 'PVC 1 x DRYWELL-SEE DETAIL 3 i I EXISTING 12'-0"x 8'-(Y' INLET PIPE I I (49.0') SHED TO BE RELOCATED ( cb SEE PLAN FORr/ GRADE I " 1 CPx PROPOSED 4"SDR 35 PIPE SIZE 2'-0" TOP OF DRYWELL I © 1 (49,2' PD I xa DRAINAGE PIPE NOTES: MAX (SEE PLAN FOREXISTING SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM I POOL CO E I I x II ❑ 0 0 ❑ AROUND DRYWELL WITH COMPLIANT PROJECT LIMITING SILT OVERFLOW PIPE I 1. Base map information based on survey I SEE PLAN FOR 11 El0 ❑ DEER FENCE FENCE(TYP.)-SEE 1 4"-1 z"MEDIUM COARSE 1 EXISTING SEPTIC DETAIL 4 prepared by Peconic Surveyors, dated PIPE SIZE ❑ ❑ ❑ ❑ SAND/GRAVEL i TO REMAIN 1 COVER TO REMAIN I' 01/25/2018. ❑ E:1 ❑ ❑ ❑ PRECAST CONCRETE 2. This drawing is for the purpose of SEE PLAN FOR DEPTH STORM DRAIN RING I Iobtaining ❑ ❑ ❑ ❑ ❑ 1 I X I © I PROPOSED 4'HT.POOL CONSTRUCTION. only. NOT FOR NOTES: CODE COMPLIANT ❑ ❑ ❑ ❑ 1 PROP.4'HT. I I I WIRE MESH FENCE 3. Unauthorized alteration of this plan is a ❑ I POOL CODE EXISTING❑ ❑ ❑ ❑ 6' I DECK TO violation of NYS Education Law. EX.PROPANE EXISTING ❑ ❑ ❑ ❑ ❑ I WIRE MESH TO REMAIN REMAIN COVERED 25-0"MAXIMUM DEPTH BELOW GRADE 1 FENCE I SCREENED DECK TO REMAIN 2-0 2'-0"MINIMUM ABOVE GROUND WATER I CONCRETE I PROP.4'Hr. REVISIONS GROUNp W TE:R LINE MIN SEE PLAN FOR WIDTH I I waSHouT POOL CODE EXISTING AC DATE DESCRIPTION NOIJ 6 ABLE SOIL 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) 1 I I AREA I COMPLIANT GARAGE EXISTING RESIDENCE I UNITS TO REMAIN I WOOD FENCE EL 50.0 FF EL 52.1 MIN DRYWELL TO BE INSTALLED AS PER STATE AND I 1 +GATE CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL LOCAL CODES Ir:.17 i i COARSE FILL I 1 I PROP.4'HT.POOL I CODE COMPLIANT I I I 1 WOOD FENCE+ 1 I I I PRECAST CONCRETE DRYWELL I I EXISTING PAVER GATE WALKWAY TO 3 Section Not to Scale I I REMAIN S e a 1 I I p I 1 (48.7') 1 I I "'��FRSHq((A9 I I 1 EXISTING SPLIT RAIL 1 I I FENCE TO REMAIN 18'-0"MAX. C.to C. 31 _ 01 ��,5'; n0185 a;^ � OF ca "-I �I I w NE` U_ O c I �" of (46.4') v E _ I . .W v' 247� � EXISTING WELL Io=LL :::;U .�.,. EXISTING GRAVEL DRIVEWAY TO TO REMAINTITLE: Q. I REMAIN AND BE USED AS 1 OO I 1 CONSTRUCTION ACCESS 1 N (49.3') 1 EXISTING METER UTILITY 111/0L E G E N D M POLE TO REMAIN PERSPECTIVE VIEW 1 N • GEOTEXTILE — O 1 _ _ 165.00'_I —— PROPERTY LINE TIED TO WIRE FENCING 1 U _ I $ 8°30'00_'E WIRE FENCE 2'k4"OPENINGS b . (46.8') 48"FENCE POST (48.5'► SITE PLAN EXISTING COMPACTEDSOIL 8'O.C. ------- 50' RIGHT OF WAY GRAD GEOTEXTILE TO BE BURIED — EDGE OF PAVEMENT , IN GROUND, — - — - S SHOWN 15'ACCESSORY SETBACK PE l NOTE: ROCKY POINT ROAD X (10.0) EXISTING SPOT ELEVATION 0 10 20 MAXIMUM DRAINAGE AREA 5" 1/2 ACRE / 100 LINEAR FEET © EXISTING TREE TO REMAIN Scale 1"=20'-0" PROJECT LIMITING SILT FENCE PROJECT LIMITING SILT FENCE DRAWN BY: 4KENNISTON Section Not to Scale DATE:0118.02.21 REVISED: SP- - P_— — — PROPOSED DRAINAGE PIPE SHEET 1 OF 1