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Home My WebLink About44061-Z BUFFOL,�C Town of Southold o�A A' 11/24/2020 0 P.O.Box 1179 53095 Main Rd Py0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41639 Date: 11/24/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 1005 Mill Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-11.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/5/2017 pursuant to which Building Permit No. 44061 dated 8/13/2019 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 with"as built"accessory above grade patio surround, fenced to code, as applied for per ZBA#7164, dated 6/21/2018. u b The certificate is issued to Drakopoulos,Konstantine&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44061 10/4/2019 PLUMBERS CERTIFICATION DATED 1 TJw- th ed Signature Z"'( TOWN OF SOUTHOLD �o�S�FFD�COG 2 BUILDING DEPARTMENT C. �n TOWN CLERK'S OFFICE 1 51 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#: 44061 Date: 8/13/2019 Permission is hereby granted to: Drakopoulos, Konstantine 2314 38th St Astoria, NY 11105 To: Construct accessory in-ground swimming pool as applied for. AMENDED 10/3/18 for above-grade patio per ZBA. Replaces BP# 41637 At premises located at: 1005 Mill Rd SCTM #473889 Sec/Block/Lot# 74.-2-11.2 Pursuant to application dated 8/13/2019 and approved by the Building Inspector. To expire on 2/11/2021. Fees: ELECTRIC $100.00 PERMIT RENEWAL $125.00 1: $225.00 Building Inspector �SOFFoc�-�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • SOUTHOLD, NY X01 � dao 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#: 41637 Date: 5/15/2017 Permission is hereby granted to: Drakopoulos, Konstantine 22-48 76th St East Elmhurst, NY 11380 To: construct accessory in-ground swimming pool as applied for. At premises located at: 1005 Mill Rd., Peconic SCTM #473889 Sec/Block/Lot# 74.-2-11.2 Pursuant to application dated 5/5/2017 and approved by the Building Inspector. To expire on 11/14/2018. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Bu n spector Form No.6 'roNvN OF SOUTHOLD BUILDING DEPARTMENT TO'ln-"N HALL 76S-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 showirig 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- $100.00 3: C6py 6-f-Ci;rtificate of Ocdupdiicy--$:25'-- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. d017 ap6 New Construction: Old or Pre-existing Building: (check one) Location of Property: /00y Ail 1 4� House No. �j /� Street Hamlet Owner or Owners of Property: Out-S -D1 4A fllY"�'�/� t nS Suffolk County Tax Map No 1000, Section 07V DO Block. 0,9.Od Lot ®/l-00"72. Subdivision Filed Map. Lot: Permit No. 3� Date of Permit. Applicant: (!14tg� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �- - ------ --------------------- ---- .� Z-57 J Applicant Signature oF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 coulm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Konstantine Drakopoulos Address: 1005 Mill Rd city.Peconic st: NY zip- 11958 Building Permit#. 44061 Section 74 Block 2 Lot 11.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor DBA: JES Electrical Contracting Inc License No: 4483-ME SITE DETAILS - Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches Twist Lock Exit Fixtures �] Combo SD/CO Other Equipment, Salt Generator, Pump on a 220 Gfi Breaker, Heater, Lights and GFI on 120 Breaker, Bonding, Pico Switch, Pentair Pool Panel Notes, Inspector Signature: Date: October 4, 2019 S.Devlin-Cert Electrical Compliance Form As �aso�ly �ycourm,N�' -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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) REM RKS: t �` oV✓ v 6A&L., -QW-- DATE S INSPECTOR SO(/ly * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ?FOUNDATION 1 ST 9Xt0W [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING EMARKS: Ve)-v,m'i\kod- _ A) (�vt V,a 1 DATE Xi ie I INSPECTOR ��OE SO(/ly0 do � * # TOWN OF SOUTHOLD BUILDING DEPT. CLOU N�'' 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LAT ON [ ] FRAMING /STRAPPING [[lei P�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ( V1 4L vPA I'c. 'Z*,f k e DATE INSPECTOR hO��OF 50(/T�°� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] NSULA lO [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMAR S: A& 0;4�1 ^ 1. e o ird MkWA n�-08 �W�v 5 LAO "C' ("A 9 1 �Q12 DATE 64 INSPECTOR �o�aOF SOUIyo� # # TOWN OF SO THOLD BUILDING DEPT. `ycou765-1802 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 U. I INSPECTOR �` # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ]= FOUNDATION-IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINA i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.-CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vs DATE INSPECTOR - mak• � � � t: ;!'' .*: i� �. �'" :1 � ► T � -. TM � t��A l ��+K\ � ( Y' �e •,. �� i ;A � �K ..3 gam..\. t� .4Q � *" `.tri �• _'��i.. +� lll•. - ! . lti ' , .:1:' y.. .y f. y ! .A �{.� .J A Y Y7*'jJ'y 7j' 71 �`.-i� .w+�' ►o.i[ �', '�'� . 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TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO. v Check Septic Form F N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D Single&Separate 1JStorm-Water Assessment Form �j MAY v 5 2017 Contact: Approved4a/ ,20a Mail to: DisapprovBUMDING DEPT. TOWN OF SOUTHOLD Phone: 0 4f-5 Expiration- ,20- A,/I/ / Buil ector APPLICATION FOR BUILDING PERMIT Date g , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to 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 Building Permit. d. Upon approval of this application,the Building Inspector will issue a'Building Permit to the applicant. Such a permit shal I 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 interim,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 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 for necessary inspections. (Signature of applicant or name,if a corporation) oo 1114,10 44J �/07T_ic.Cle X)/V (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber o builder Name of owner of premises 91A.611e_4k1bA)ot-4_Zn5 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 1.� ,A,/lGY,ee- T (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I CSO, Mi LG Meg Fe-co.),e House Number Street Hamlet ��ryry ©7 o,p,_ . County Tax Map No. 1000 Section 'Block _•'�(�" ` Lot Subdivision Filed Map No. Rot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy• 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work_ _ (Description) 4. Estimated Cost 'f ! —,Fe, I;`' ' 1 _ (Top,e paid on fili g this application) 5. If dwelling, number of dwelling units '*. .. Number of;dwelling units LQr► each flo r If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and'-xtentzof each type of us . 7. Dimensions of existing structures, if any: Front 9©1< (o Depth R Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number'of Stories 8. Dimensions of entire new construction: Front r Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name "of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO y 13. Will lot be re-graded? YES ./ NO Will excess fill be removed from premises? YES NO-1- 14. O1/14. Names of Owner of premises ALOSAddress a0^1614 11K Phone o. Name of Architect Address �� '�' Phone 14o Name of Contractor!( /fie! +r Address Phone o. 6,31-.40f-'/0/$/ 15 a. Is this property within 100 feet of'a tidal wetland or a freshwater wetland? *YES T 4 O * IF YES, SOUTHOLD TOWN.TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property withini 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 da a on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 6,1( 13,/4iel loo-,'7 /-o -I A OG 64W' 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,(Co orate Office 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 knowledge and belief; and th it the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 5- t day of M 0 20,7 , Jaum TRACEY L. DWYER Notary Public IMUIANT t-UDLK,,,j1A1NO.01DW6306900E OF EW ivnr% Signature ofApplicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30.20J-8 Scott A. Russell ��°Su �� S �0�]E�I��1 WA\TEIK "7C' SUPERVISOR AMA NAAcG1)EAMUENT z SOUTHOLD TOWN HALL-P.O.Box 1179 m 53095 Main Road-SOUTHOLD,NEW YORK 11971 tiTown of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES =5 PROJECT T INVOILVIE ANY OFF ' THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ' ❑d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. ' ❑ B. Excavation or f illing 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. ❑ . Site preparation within the one-hundred-year floodplain 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 Tax 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. S.C.T.M. ": 1000 Date: APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) District 0400 02.00 01(•OQX 3 `� NAME l, Section Block Lot / I �j /� . OR CSL1ILDING DEPA F%4E '1 USE ONLY .,•` Contact Information: (O�/ ✓�! �OIr Reviewed By pa — — — — — — —' — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — —— — — — — — — / Approved for processing Building Permit. /Oos" Inca La1c."�� — — Stormwater Management Control Plan Not Required. r�l'DJn7i"(� /��J "� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 :5e,� 7--2-o -IV Scott A. Russell ' ,°SUFFQ"r S'7C'01KTV[WA\,`]F1ER_ SUPERVISOR T z I�WAN AcG IEI� UEN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 0 6 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES =S ]PROJECT INVOLVE ANY OF THE ]FOLLOWING: (CHECK ALL THAT APPLY) 1 Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]❑ B. Excavation or filling involving more than.200 cubic yards of material ❑d. within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ❑[E( 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 .floodplain as depicted on FIRM Map of any watercourse. ❑o 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 Tax 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 Owfn�er,Design Pro♦fesssiiojnal,Agent,Contractor,Other) S.C.T.Mi/. : DOODate istr'0 /& NAME: a Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: :fdcpAon�Num0.vi ��/ Reviewed By: - - — — — — — — — — — — — — — — — — Date Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 1oQ� //Za fV ❑ d for processing Building Permit. /C�' Stormwater Management Control Plan Not Required. l �f / (7�? Stormwater Management Control Plan is Regwred (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT � (Property Owner,Design Professional,Agent,Contractor,Other) S C.T.M. #: 1000 ClUPTER 236 NAME: �"e .2z- —Z Stormwater Management Control PIan CHECK LIST Section Block Lot vii r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. , „m ip Date; q �}c The applicant must provide a Complete Explanation and/or Reason for not provoing all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c• Existing - Natural & Man Made Features within 500 L.F. ORAINAGE INSPECTIONS ARE REQUIRED of the Site Boundary as required by §236-I7(C)(2), Contact TOS Engineering at 765-1560 before d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing & Area of Proposed Land Disturbance. �1 Backfill, ®R Provide Engineer's Certification f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) that the drainage has been installed t®Cede. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities, © y h• Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s).---------------------- W k, Location of proposed Construction Entrance/Staging Area W. I. 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 C® TR®LS, that the stormwater Improvements are sized to capture,store,and infiltrate sillidil hieltide but not limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch n rance, rainfall/storm event. —I'n n& i 3, Details&Sectional Drawings for Stormwater practices are required for approval, ® ee t gWills. Items requiring details shall include but not be limited to a• Erosion & Sediment Controls. F Z U"1^ b• Construction Entrance & Site Access, C, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d• LeachingStructui-es (e, . infiltration basins,swales,etc.) T T,; F— i4 �. 1-'t1'9 5' ' .",l1 1"()Ii E;NGINE;EIRI EPAR.TMENT USE ONLY Reviewed & 1 Additional Information is Required. Approved By: �& I- - - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Not Complete. Stormwater Management Control Plan is Complete. Date: g Z!P /� I SMCP has been approved by the Engineering Department. I FORM # SWCP Check List -TOS MAY 2014 FFQ Scott A. Russell ��°Su m STO]KN[WA\TE K SUPERVISOR MA,N A,G 1E MI I E M SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kj �Wn o /a LA) � - CHAPTER 236 - STORMWATER EN - ORK SHEET ( TO BE COMPLETED BY THE APPLICANT) -------- -------------- - - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑dA. Clearing, grubbing, grading' or stripping of land which affects more than 5,000 square feet of ground surface. Ej❑ 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 ❑d100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal- ❑derosion 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 k Control flan 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 Tax 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. Distract r NAME: Section Block Lot r FOR BUILDING DEPARTMENT USE ONLY Contact Information fclep ^ rap hone Numri Reviewed By: 'GyJS"0. - - - - - - - - - - - - - - - - - - 1-00 ' Date: / Property Address/ Location of Construction Work: — - -- — — — — — — — — — — — — — — s, / pproved for processing Building Permit. 1005"" M</l!a�/�G' Stormwater Management Control Plan Not Required. Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review) FORM 11 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 s CHAPTER 236 (Property Owner,Design ProFessional,Agent,Contractor,Other) 7y a L� ° Stormwater Management Control Plan CHECK LIST ;NAME: ��e Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plc roPnNDate: 116 * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! ndlllrp T.kpbo N bet I. A Site Plan drawn to scale Not Less that 60'to the inch MUST S If You answered No or NA to any Item, Please Provide Just if ication Here! show all of the following Items: YENO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b, Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ,Zfelva—f7c-'N-r e, Limits of Clearing & Area of Proposed Land Disturbance. 77 f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. 0 5 h. Spot Grades & Finish Floor Elevations for all existing& proposed structures, 1. Location of proposed Swimming Pool and discharge ring. W j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s), 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 that the Stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) FOR ENUINEE"RING DEPARTMENT USE ONLY*�** Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 FF01,�� `.`i J B ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o _ AUG 1 2 219 Southold, New York 11971-0959 �telephone (631) 765-1802 - FAX (631) 765-9502 4T ,Ga .�£.� , - roger.richert(a-_)town.southold.ny.us APALC;ATION FOR ELECTRICAL INSPECTION REQUESTED BY:- Date: - Company Name: N O l Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: c,Vp P O U,as Address: � SCO .0 Cross Street: Phone No.: Bldg.Permit#: b(a email: Tax Map District: 1000 Section: Block: a Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / 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 Request for Inspection FormAs \c (( O W l FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 23, 2018 TO: Patricia Moore (Drakopoulos) 51020 Main Road Southold,NY 11971 Please take notice that your application dated May 5, 2017: For permit to legalize "as built" accessory above-grade patio surrounding swimming pool at: Location of property: 1005 Mill Road, Peconic,NY County Tax Map No. 1000—Section 74 Block 2 Lot 11.2 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this 44,546 sq. ft. lot in the R-80 District, is not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall have a minimum rear yard setback of 15 feet. The construction has a setback of 4.9 feet. Aut ®rued Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. ! � OFFICE LOCATION: �QF SOUjy MAILING ADDRESS: Town Hall Annex P.O.Box 1179 !Q%WM0RGWMJt@Jg5 ,`O� �l0 Southold,NY 11971 (cor.1 (,0M(fi5J=Ave.) Southold,NY Telephone: 631 765-1809 Nnr �� http://southoldtownny.gov a MAO z3aq Ea ZONING BOARD OF APPEALS Town of Southold RECCEEIIVED I� FINDINGS,DELIBERATIONS AND DETERMINATION '7 MEETING OF JUNE 21,2018 27 2q U ZBA FILE: 7164 outhold Town Clerk NAME OF APPLICANT: Konstantine Drakopoulos and Katina Digenakis PROPERTY LOCATION: 1005 Mill Road,Peconic,N.Y. SCTM#1000-74-2-11.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 25 and the Suffolk County Department of Planning issued its reply dated March, 5, 2018 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: 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. PROPERTY FACTS/DESCRIPTION: The property is located1005 Mill Road, Peconic, N.Y. SCTM#1000-74-2- 11.2. The overall size of the property is 44,546 square feet in the R-80 Zoning District. The southerly property line measures 222.75 feet, the westerly property line measures 200.00 feet, the northerly line measures along Mill Road measures 222.75 feet and the easterly line measures 200.00 feet and runs adjacent to the private road/driveway of the neighbor to south. The property is improved with a two story residence with an in-ground swimming pool under construction. The property has a sloped topography on the southerly and easterly side of the property that is adjacent to the in-ground swimming pool as shown on the survey and site plan submitted by D'Amaro Engineering and Surveying, P.C. last dated January 17, 2018. BASIS OF APPLICATION: Request for a variance from Article III, Section 280-15 and the Building Inspector's January 23, 2018 Notice of Disapproval based on an application for a building permit to legalize an "as-built" accessory above-grade patio surrounding an in-ground pool; at; 1) less than the code required minimum rear yard setback of 15 feet; located at 1005 Mill Road,Peconic,N.Y. SCTM#1000-74-2-11.2. RELIEF REQUESTED: The applicant requests a variance for a permit to legalize"as-built" above-grade patio and retaining wall surrounding a swimming pool currently under construction at 1005 Mill Road, Peconic, N.Y. SCTM#1000-74-2-11.2. The "as-built" construction on this 44,546 square foot lot in the R-80 Zoning District is not permitted pursuant to Article 111, Section 280-15, which states accessory building and structures shall have a minimum rear yard setback of 15 feet. The construction has a setback of 4.9 feet from the rear yard property line The retaining wall was built by the applicant to keep all drainage on the property as the sloping topography does pose runoff problems. Upon inspection by the Building Department to review the grade around the pool and property line, the need for a variance became apparent. Page 2, June 21, 2018 #7164,'Digenakis-Drakopoulos SCTM No. 1000-74-2-11.2 ADDITIONAL INFORMATION: At the recent Public Hearing, the Board requested information regarding the location of the proposed drainage for the pool. The representative for the applicant submitted a copy of an earlier survey originally submitted to the Building Department with a letter dated June 7, 2018 (received June 11, 2018) (not drawn to scale) depicting a hand drawn 4 foot by 8 foot drywell to be located adjacent to the pool equipment. The exact location of the proposed drywell cannot be verified. The applicant's agent testified that they applicant had applied for a swimming pool building permit, but did not realize that the retaining wall would also require a building permit and variance relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 7,2018 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of various sized dwellings and in ground pools are a common accessory. The applicant's pool is in a conforming rear yard and can only be seen by one other adjacent property to the south which is accessed via a private Right of Way. The applicant and his southerly neighbor have planted evergreens along the length of the shared property line to create visual privacy. Conditions of approval will insure that the as built improvements will not cause stormwater damage to the adjacent property. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The retaining wall and pool are both as built with a non- conforming rear yard setback and cannot be reasonably removed and relocated to a conforming rear yard setback without substantial cost and regrading on the subject property. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 67%relief from the code. However, the sloping topography necessitates the retaining wall to keep the grade of the pool and patio even, and to keep all stormwater run-off on the property. Evergreens have been planted along the southerly property line to visually screen the pool area from the adjacent neighbor, whose house is set back at a substantial distance from the retaining wall on pool on the applicant's property. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All work proposed will need the approval of the Building Department and the Town Engineer to ensure that the requirements of the Town's Stormwater Management Code Chapter 236 are met which includes drainage for the entire site and all structures on the site, including the drywell for the swimming pool. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the 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. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an in-ground pool and patio protected by a retaining wall while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Pale 3.June 21, 2018 0164, Digenakis-Drakopoulos SCTM No. 1000-74-2-11.2 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the survey and site plan prepared by Jerome T.D'Amaro,P.E. &L.S., last revised January 17, 2016 SUBJECT TO THE FOLLOWING CONDITIONS: 1. All Evergreen screening along the southerly boundary line shall be maintained in perpetuity. 2. Pool mechanicals shall be placed in a sound deadening enclosure. 3. Drywell for pool de-watering shall be installed. 4. Prior to the issuance of a Certificate of Occupancy for the in-ground swimming pool,the Town Engineer shall inspect the subject property and confirm that drainage for the entire site and all structures on the site, including a drywell for the swimming pool,be in compliance with Chapter 236 of the Town's Stormwater Management Code." That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. 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 Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora, and Planamento (Member Planament recused,Member Lehnert abstained): This Resolution was duly adopted (3-1). i c Leslie Kanes Weisman Chairperson Approved for filing /�� /2018 Pontino, Susan From: Sin City Entertainment <sincitynewyork@gmail.com> Sent: Friday, November 30, 2018 1:10 PM To: Pontino, Susan Subject: [SPAM] - 1005 Mill Ln 6mo Extension Susan Pontino My name Konstantine Drakopoulos, I would like a 6 moth extension on my work permit (#41637) for address 1005 Mill Ln. Peconic If you have any concerns please do not hesitate to contact me at 646-529-1527. Thank you in advance. SCE Group, Inc. 2520 Park Avenue Bronx, New York 10451 Ofc: 718.401.1700 Fax: 718.401.5905 www.sincitynewyork.com i oF sooryol � o Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ouffv BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER To: Konstantine Drakopoulos & Katina Digenakis 22-48 76th Street East Elmhurst, New York 11380 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1005 Mill Road, Peconic, New York S.C.T.M. 1000-74-2-11.2 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction has gone beyond scope of BP#41637, issued May 15, 2017 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Department has issued an approval for all work Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: September 26, 2017 %4L -%ML-- n J0ai ki e fori g I spector (C rt. 11I L5l:edb i U7 J;Jb Oib-4bb-44bl NYbllUS t;ULtb f'ii�it k�l/lJ'1 CODES DIVISION NEW YORK STATE DEPARTMENT OF STATE - Division of Code Enforcement and Administration -1 41 State Street Albany, New York 12231 Phone no. (518)474-4073 [Pax] (518)486-4487 . OUARTNeNT OF STATE Facsimile Transinission Sheet ® s DATE November 24,2008 f TO-., Steve Berger,LifeSaverNE i JUL 2 0 201 FAX: 516 797-0288 i �FROM �eit ., Cheryl A.Fischer,P.13 � DUMDRgG DFPT'. Assistant Director fox Cade Itton T��yr&�7" NOTE: Lif'eSaver mesh pool .fence mid self-closing,self-latching gate This is in response to your question regarding whether the LifeSaver mesh pool fence and self-closing, self-latching gate meet the requirements ofResidential Code of Netv York State, AppendixG. YES. Provided that the fence posts are permanently installed,the fence and gate system meet the requirements of the code. You should be aware that there is a NYS modification to the ICC Appendix G section A0105.2 Outdoor swimming pool,item 8,which requires: Access gates shall comply with the requirements of section AG 105,2,Items 1 through 7,and shall be securely locked with a key,combination or other.child-proof lock sufficient to prevent access to the swimming pool through such gate when the swimming pool is not in use or supervised. To the best of my knowledge,the access gates meet the requirements of section AGI 05.2,item 8 with respect to: 8,1. The release mechanism shall be located on 1he pool,side of the gate at least 3 inches (76 mm) below the top of the gate, and 8.2. The gate and harrier shall have no opening greater than 0.5 inch(12.7 Inm) withill 18 inches (457 nwi) of the release mechanism. The Pool Partrol alarm which is included on your website needs to sound instantly(not 7 second delay): 9.2. All doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and its screen, if present,are opened.The alarm shall sound continuously for a minimum of 30 second,,Immediately after the door is opened and be capable of,being heard throughout the house during normal household activities.The alann shall automaticall} reset under all conditions.The alarm system shall be equipped with a manual means. such as touchpad or switch,to temporarily deactivate the alarm for a single opening. Such deactivation shall lase:for not more than 15 seconds. The deactivation switch(es)shall be located at least 54 inches(1372 tom)above the threshold of the door. !Number of sheets(including cover sheet) 1 If there Is a problem or question,tail(518)4744073 t*Please Note:This fax and any of its contents may contain Department of state privilepd or cunfidcnoal information. This fax is intended solely for the use of the individual or entity to which it is adhesed. 1f yon are not the Intended recipirnt of Ibis fax,ynu are hereby nonficd that any dlscemitwtion,dictribudon.copying,or action talem in relation to the wntentc of and attachments to this fax are strictly prohibited. and may be unlawful, If,you have received this fax in error,notify the sender immediately.and permanently destroy the onginal,and any copy of this fax, MILL ROAD (a.K.c.TKDDNIC KILL w,n (SO'woE RIBUC RO.W) BFLCVU BLOCK URBS Sr0N WALL EDGE OF ASReLT MVID'e 6 J N FOUND CONK,MONUWENT FOUND co.MONUNENT 2ON S ST E.0.31' N 7e W.0.37• APRONT �Uill POLE " PO S 49'13'00" E 222.75 BELGYN21 T.B0 N a9'I]'00•W e7.00 11 6TDNEp W / 4.95 BLOCK I\ \\\ STONE PER 2 YEN 6411' 820 1\ - S 49'13'00' E 350.00 (n.t.s.) - PERS sno's - - / 836.06' TIE (n.ts.) �- b a .I BEGUN aLocK ase S g I ASPHALT DRNCWAY y / ss a' 208 201 13� PaOF OVER SLATE PORCH p N ` YARD AREA IN USE 10.] 11.4 V (LAWN) PLASTIC iENtE BELCUN BLOCK O CURB CMAGE O C5 AC UNn4 1 O N N 8 HOUSE Na.1005 SLATE STOOP iW0-STORY AND BISEWENT W FRAME!STONE RESIDENCE •,I ,['/ ��I I 3 I yIE t�YV ( J l l 5 F t s I S 199 CD Wlli g CONCRETE WINWW WELlS � GENERATOR b Ac.UNn G 184 IA Z ` RASVC FENCE-- SUTE —'—a,WIR 1 STEPS � 19 b OO6 WNi IE U. k I / + OUTD"SHOWER SLATE PAW MAL RANTER ' 1 u J8.1 I SU E RA ORW \ e 9 5 8' I _ �F\ FhV \ SU1E WALK / XOCK WI11 RAVfEA I . I tB ECT—PARCE "A" `.•\ LNDS NOW OR FORMER OF i g HAR)B.BOHNER AND E BOHNER 3 LIBER 12296 PAGE 7 3 ;ECOND DESCRIBED PARCEL SUBJECT PARCEL IT \ Po Q L LANDS NOW OR FORMERLY OF RICHARD B.BOHNER AND ELLEN BOHNER UBER 12296 PAGE 793 I —�'— THIRD DESCRIBED PARCEL - — ✓/ � 1 � � V1V 1L 1I 491217.80 N 49'13'00" W 22175, A YARD AREA IN USE (WOODED) \ �I (LAWN) j1) 3 \\ (GARDEN) m� s�� 1 ' --x---x--x TITLE SURVEY NOTES: "OUT PARCEL" 1. Copyright 2016-D'Amaro Engineering and Surveying,P.C. Unouthorized OTHER LANDS NOW OR FORMERLY OF alteration or addition to a survey map RICHARD B.BOHNER IIND ELLEN BOHNER bearing a licensed land surveyor's seal is a violation of section 7209,subdivision 2, I LIBER 12296 PAGE 793 of the New York Stale Education Law. FIRST DESCRIIED PARCEL Only boundary survey maps bearing an original embossed or inked seal and signatureare genuine true and correct copies of the surveyors original work and opinion. 2. This map was prepared In accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional (WOODED) Land Surveyors,Inc.and meets the accuracy standards jointly adopted by ALTA.ACSM and NSPS. Certification hereon is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution ----- _- - --- _--� - listed on this map. The certifications hereon are not transferable. 3. The location of underground improvements or encroachments are not always known and often must be estimated. Underground improvements or encroachments are not covered by this certificate. 4. A title report and other�Raeord Documents as defined in the Minimum Standard Detail Requirements for ALTA/ACSM Land title Surveys,has not teen provided for use in preparing this survey. Easements and covenants of record affecting the property may not be shown. -_ SURVEY OF 0 Now, aP oRRLY CTESFAIEDS RFAL,coRP.AEL DESCRIBED PROPERTY KNOWN AS 1005 MILL ROAD SITUATE AT PECONIC TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. S.C.T.M. No. 1000-074.00-02.00-011.002 SCALE: 1" w: 15' SURVEYED:APRIL 26,2016 I THIS SURVEY IS CERTIFIED TO THE Prepared by: BEST OF MY PROFESSIONAL ABILItt ONLY T0: D'AMARO ENGINEERING AND SURVEYING, P.C. CLAS DRAKOPO INSURANCE 'l�` 20 MARIPOSA LANE TEL: (631)878-7808 OLA REPUBLIC NATIOW R imE wsuRANCE COMPANv d r MANORVILLE,NY 11949 JDAMARO®OPTONUNE.NET RECORD!RETURN TITLE AGENCY,INC. RR-S-28731-16 SURVEY No. S16004 TITLE SURVEY NOTES: 1. Copyright 2017 - D'Amaro Engineering and Surveying, P.C. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209, subdivision 2, of the New York State Education Law. Only boundary survey maps bearing an original embossed or inked seal and signature are genuine true and correct copies of the surveyor's original work and opinion. Z W 2. This map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of ` �" EDGE OF PAVEMENT 29 Professional Land Surveyors, Inc. and meets the accuracy standards jointly adopted by ALTA, ACSM and NSPS. Certification hereon is limited 2' to persons for whom the boundary survey map is prepared, to the! title MILL ROAD company, to the governmental agency, and to the lending institution BELGIAN BLOCK (a.k.a. PECONIC MILL LANE) listed on this map. The certifications hereon are not transferable. URBS (50' WIDE PUBLIC R.O.W.) FOUND CONC MONUMENT 3. The location of underground improvements or encroachments are not N 78' W, 0.37' STONE WALL EDGE OF ASPHALT PAVEMENT always known and often must be estimated. Underground improvernents 6.3'N or encroachments are not covered by this certificate. ;4 ----�•"7 28 -'-- �_ FOUND CONC MONUMENT „ n 25 E, '"� OUTIL POLE,__.___�.._�_ -•----~" 2MON -----""------- UTIL POLE S 5T E, 0.31' 4. A title report and other Record Documents as defined in the Minimum . 2s "----:�`"> �» """ - - -- '.".� _ r _ _ _•_...__.__.__ -- � S 49 13 00 E 222.75 I Standard Detail Requirements for ALTA/AGSM Land Title Surveys, has not 2r ------` ASPHALT been provided for use in preparing this survey. Easements and �""� �^ covenants of record affecting the property may not be shown. -- - 7/14.95 BELGIAN 217.80 -- ---- _2% STONE PIERN 49'13'00" W 67.000.3,W �....-- BLOCK _ __� ,t1 _._......--------~• _... _ ..__..._.__-._m_�__ .--- _ \ STONE PIER5. ELEVATIONS ARE IN NAVD-88 DATUM. 28 ------ -27 --•" '" ~-- 2 _ \� - N 5311'48.20�Y � `� - �� T) STONE & SLATE m """`~- � � � 6. LOT AREA = 44,546 SQUARE FEET OR 1.0226 ACRES MORE OR LESS. $ 49'13'00" E 350.00 (n.t.s.) - 3 PIERS AND STEPS �� / __ Z z - -- �u -- 836.06' TIE (n.t.s.) -- t I w Z THIS SURVEY IS CERTIFIED TO THE zo of j BEST OF MY PROFESSIONAL ABILITY ONLY TO: KONSTANTINE DRAKOPOULOS ✓f a 3 KATINA DIGENAKIS 3 0 00 a0 1 z / it / . M 33 w= BELGIAN BLOCK CURB E2 o ! Ik 4 CHAIN LINK FENCE POST � "a ! �/ 2 %"0 GALV. '16 ga. o w i /f / Q PVC COATED 2" DIAMOND MESH 3� z o o ASPHALT DRIVEWAY c? Z Z a S l� O / Ry o ii 3 1 �' Q 39't z a I 8.4' 35.7 36.50 3 .4 w ~o z Z 20.8 28.1 S �- w g M ROOF OVER SLATE PORCH N j f E 6"x6"xy4' GALV. BASE PLATE o ^ CONCRETE SLAB Ad t E (4)--Yz"x4" GALV. ANCHOR SCREWS m 0 10" o¢ I # 1 18 3 11 4 POOL EQUIPMENT N YARD AREA IN USE N I BELGIAN BLOCK Fr.J7.04- PLASTIC FENCE (LAWN) 0 0 I CURB GARAGE f DO ELEV. 34.7 O � ^ A.C. UNITS i 6 I O FINISHED GRADE ELEV. 34.2 `O 04 o "' N 1 HOUSE No. 1005 ;'s PROPOSED PAVER PATIO SLATE STOOP % ELEV 35.3 _ AREA = 1,142 sf FRAME &RSTONE RESIDENCE �. � J /f PROPOSED POOL FENCE ENCLOSURE f J ! I 4-ft MINIMUM HEIGHT CHAIN LINK FENCE WITH A u, j n f . .�� O ° =�%�� k� 19.9 ` � / j MESH NOT GREATER THAN 2 INCHES, OR 0 ^ WELL �; O APPROVED EQUAL f SELF-CLOSING AND SELF-LATCHING GATES N E t b CONCRETE WINDOW WELLS f j r� W 'z / ! 222 LINEAR FEET f GENERATOR j4 6 a^a. J U V 0 O f r o I A.C. UNIT G 8 4 / � ; PROPOSED RETAINING WALL (UNDER CONSTRUCTION) X o Z PLASTIC FENCE < e I 3 SLATE o ( STEPS 19.6 BASEMENT 'BIL/OENTRANCE' 3;.x.,24' WINDOW WELL / jtf I �.�, ..'''/ { J � O ^ I _ OUTDOOR SHOWER > SLATE PATIO ROCK WALL NTER /( J f`�? z N Q Z Q .. .. / / f r"f, rf, If'`. O O X Oo o a 38.1f� I� GRADE f' C z e o SLATE PLATFORMZ of \ �� `� I `` \ / / o ' 7 7 c 7 ...-.�" ti t 15.6' f I J 1.-8» 6.. ROCK WALL PLANTER SLATE WALK 1 10.0 -C I 57 ' ...,_ :;. _ ... � _:._ o o I o LO Ui ., Ln 30.0f IN fib.. g ,• / 7, N CONCRETE WALL WITH POOL LINER o f7 i II (IN-GROUND POOL UNDER CONSTRUCTION) N / i PROPOSED EVERGREEN SCREEN: -. TCP O W 1 EL 3k.OF �;i 7t � SUBJECT PARCEL B (33) "°t 1 f /� I LEYLAND CYPRESS (Cupresscyporis leylandia): 15 gallon, TYPICAL RETAINING WALL SECTION "TIM,7 / + / t 5-6 ft HEIGHT SI PLANTING. SPACE IN STAGGERED 39,9 LINES AS DIMENSIONED. LANDSCAPE CONTRACTOR LANDS NOW OR FORMERLY OF » SHALL WARRANT ALL PLANTINGS FOR ONE YEAR SCALE: 1/2" = 1'-0" UBJECT PARCEL A "* L - AFTER PLANTING AND REPLACE ALL DEAD PLANTINGS ; z � t � •• ,-A 'ur - AS NEEDED WITHIN THIS PERIOD. (TYPICAL-25) RICHARD B. BOHNER AND ELLEN BOHNER ? Ert _"-NOTES: NDS NO OR FORMERLY OF 32)LIBER 12296 PAGE 793 1 - = ., N.=- .. . .._b. / THIRD DESCRIBED PARCEL RICHARD B. BOHNER AND ELLEN BOHNER _ :>� .i:.r`::=' r,_ : 1. THE WALL DETAIL ABOVE SHOWS THE PROPOSED REVEAL (HEIGHTS ABOVE O � FINISHED GRADE MATCHING THE PROPOSED CONTOURS AND ELEVATIONS), AND { ZD THE EXISTING CONCRETE DIMENSIONS FOR THE RETAINING WALL UNDER { LIBER 12296 PAGE 793 N u; l CONSTRUCTION. THIS DETAIL WAS PREPARED SOLELY FOR DETERMINING I SECOND DESCRIBED PARCEL 3> - N COMPLIANCE WITH TOWN ZONING LAW AND SHALL NOT BE USED FOR ` (31) ":'i'•P OF d Au.L E�(_L"� 34.73 � j jf CONSTRUCTION. TW (35.0) 10" CONCRETE RETAINING WALL TW (35.0) 3f { J m 2. CONCRETE COMPRESSIVE STRENGTH = 3,000 psi AT 28 DAYS. " I SET STAKE 3W (30.5) SET STAKE- 217.80 4.95 91+t !h+ d 217.80 3. STEEL REINFORCEMENT NOMINAL YIELD STRENGTH = 60,000 psi. 'rad 1 f 7 �sEr `� .�► . � � ',N 49'13'00 W 222 7 � �.� p ,� . r �-SET t/f LARGE SPIKE f M xu f j LARGE SPIKE / f� jJ f 9' CENTER-TO-CENTER a f (TYPICAL) 0 O / W LLJ O Ne m T X X X Z,U< r x JJ zw¢ o0Q y X o r C tr m I x f n O X 0 0.. ! PRUNE ONLY BROKEN OR DEAD BRANCHES, CO-DOMINANT LEADERS AND CROSS OVER 1 J LIMBS. ON EVERGREENS D° NOT CUT OR DAMAGE LEADER. � x / c WRAP TRUNKS OF THIN BARKED DECIDUOUS TREES ONLY WITH APPROVED TREE WRAP. a¢°' X REMOVE AFTER ONE YEAR. o o x 2 STAKES 2"x2'x8' LONG OUTSIDE ROOT BALL WITH ONE ON SIDE OF PREVAILING N F WINDS (DECIDUOUS TREES ONLY) `` x I YARD AREA IN USE "OUT PARCEL" (WOODED) CROWN OF ROOT BALL SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT DID o ow f TO PREVIOUS GRADE.. (IN SLOW DRAINING SOILS SET 1" TO 2" HIGHER) J�� (WOODED) I X (LAWN) CREATE RAISED SAUCER AROUND EDGE OF ROOIT BALL REMOVE AFTER ONE YEAR. w� X I OTHER LANDS NOW OR FORMERLY OF Z RICHARD B. BOHNER AND ELLEN BOHNER 2" MULCH OVER ENTIRE HOLE (5' DIA. MIN). KEEP AWAY FROM TRUNK a I x I LIBER 12296 PAGE 793 W (GARDEN) X FIRST DESCRIBED PARCEL U X Ld � X BACKFILL MIX SHALL BE 75% NATIVE SOIL AND 25% COMPOST AMENDMENT. CONTRACTOR SHALL (BACKFILL WITH TOPSOIL IN CLAY OR SILT CONDITIONS, OR WHERE x 3 EXISTING SOIL IS NOT SUITABLE. CLOT AND REMOVE TCP 1/2 OF BURLAP, TWINE AND WIRE BASKET FROM ROOT BALL. I� 2x ROOTBALL DIAMETER 8 & B ROOT BALL SURVEY & SITE PLAN TREE PLANTING DETAIL EXISTING SUB GRADE„ TO AVOID SETTLING DO NOT EXCAVATE BENEATH ROOT BALL OF N.T.S. TAMP SOIL AROUND ROOT BALL BASE FIRMLY W/FOOT PRESSURE TO PREVENT SHIFTING NOTES: OF ROOT BALL DESCRIBED PROPERTY 1. DO NOT DAMAGE MAIN ROOTS OR ROOT BALL WHEN INSTALLING TREE STAKE. 2. WATER THOROUGHLY AFTER INSTALLATION. 3. REMOVE SAUCER AND STAKES AFTER FIRST YEAR. KNOWN AS 4. PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERVIOUS SOIL. 1005 MILL ROAD SITUATE AT PECONIC CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES. TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN POT S.C.T.M. No. 1000-074.00-02.00-011.002 CREATE SAUCER AROUND ROOT BALL SCALE: 1" = 15' MULCH OVER ENTIRE PLANTING HOLE, KEEP AWAY FROM STEMS. SURVEYED: APRIL 28, 2016 REVISED CERTIFICATIONS: MAY 6, 2016 FINISHED GRADE REDATED SURVEY & ADDED TOPOGRAPHY: NOVEMBER 2, 2017 PROPOSED POOL, WALL & LANDSCAPING: JANUARY 17, 2018 BACKFILL MIX SHALL BE 75% NATIVE SOIL AND 25% COMPOST AMENDMENT. WHERE ..v+ 1;Ei3�95"*�r Bldg Dept copy from ZBA �R ,+'jrf,J Final reviewed docu ents UNSUITABLE SOILS EXIST, BACKFILL WITH TOPSOIL '�� "� s...:r�r ��✓{ ZBA File# 2x ROOTBALL DIAMETER- «.}�F,j•D, •p-�() Date: CAREFULLY REMOVE TOP 1/3 OF BURLAP. REMOVE CONTAINERS COMPLETELY. SHRUB PLANTING DETAIL CUT SEVERAL SLITS IN BURLAP TO FACILITATE ROOT PENETRATION. l}{ ^v N.T.S. 3 EXISTING SUBGRADE, TO AVOID SETTLING DO NOT EXCAVATE DEEPER THAN ROOTS �.s �`�� ••,• � � ad'� ��;^ NOTES: •' yam` 1. FOR PLANTING BED INSTALLATION EXCAVATE ENTIRE SHRUB BED I� `.% Prepared b 2. WATER THOROUGHLY AFTER INSTALLATION. y'✓�'•;�3 O�;�' ti p y D'AMARO ENGINEERING AND SURVEYING, P.C. Eiiae t�°`��` 20 MARIPOSA LANE TEL: (631) 878-7808 MANORVILLE, NY 11949 JDAMARO®OPTONLINE.NET SURVEY No. S16004 TITLE SURVEY NOTES: 1. Copyright 2018-D'Amato Engineering and Surveying,P.C. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,subdivision 2,of the New York State Education Law. Only boundary survey maps bearing an original embossed or inked seal and signature are genuine true and correct copies of the surveyor's original work and opinion. 2. This map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.and meets the accuracy standards jointly adopted by ALTA, ACSM and NSPS. Certification hereon is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this map. The certifications hereon are not transferable. 3. The location of underground improvements or encroachments are not always known and often must be estimated. Underground improvements or encroachments are not covered by this certificate. 4. A title report and other"Record Documents"as defined in the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,has not been provided for use in preparing this survey. Easements and covenants of record affecting; the property may not be shown. ff \, 5. ELEVATIONS ARE IN NAVD-88 DATUM. ' � �� ,.✓�7 ° q 6. LOT AREA=44,546 SQUARE FEET OR 1.0226 ACRES MORE OR LESS. e,) >r'. EDGE OF PAVEMENT b `"""`"'""-•�"-'"""" THIS SURVEY IS CERTIFIED TO THE MILL ROAD t BELGIAN BLOCK F (a.k.a. PECONIC MILL LANE) j BEST OF MY PROFESSIONAL ABILITY ONLY TO: t\ ? URBS (50' WIDE PUBLIC R.O.W.) KONSTANTINE DRAKOPOULOS FOUND CONC MONUMENT k KATINA DIGENAKIS ° N 78' W, 0.37' STONE WALL �x 6.3'N 4` EDGE OF ASPHALT PAVEMENT ,,: �..._... ... �SUTIL POLE.......___.......... .. _. .. N _......."....... _. .. UTIL POLE FOUND ............ . ,,.. e„ „ ._.. S 57 , 0.31 SWPPP NOTES ASPHALT 2.0 CONIC MONUMENT S 49°13'00" E 222.75 APRON 1. REFERENCED � AFTER 236 REVIEW CHECKLIST: 1. DRAINAGE CALCULATION: Required Storage for pool patio and surrounding area=(650 sf patio x 1.0 RC+1,935 sf .. BELGIAN grass x 0.3 RC x 205 cf. Storage provided-42.24 cf er If do th x 8 If do th=338 cf. Watershed areas are shown _. "' STONE PIER "° g ) �= 6 P' - P P P 4.95 . -"`.. 217.80 _. "..."__._....._. on the plan. Before improvements all lawn area drained towards the property line. Post improvement runoff is directed `` O.3'W _ ry" N 49'13'00" W 67.00 into on-site drainage structures with 2 inches of rainfall storageon-site. - - Existing roof drainage is directed into several existing eaching pools around the dwelling and sized to provide 2" \ j J STONE PIER N 53'11'40" W _.._._. storage. These drainage structures were installed in 2005 and recently verified by underground penetrating radar and • r n / J a 8.20 S 49 13 00 E 350.00 (n.t.s.) - 3 STONE & SLATE "'. \\� / snaking from the leader connections. Locations and sizes of existing drywells was based on the best available evidence 3 0 PIERS AND STEPS without destroying existing hardscape and landscaping. z Required storage for driveway 2,184 sfdriveway x 1.0 RC x -364 cf. Storage ro%ided=42.24 cf er If de th a 836.06' TIE (n.t.S.) 9 S Y= Y n 6 P P P I I -- x 9 If depth=380 cf. �--" '. CONsERUC'NON PHASING: Not applicable. Work on dminage,pool.wall and landscaping will necessitate the clearing of w PROPOSED TRENCH DRAIN the entire work area to the limit of aimtniction shoran on the plan. w o HEAVY DUTY CAST IRON GRATING = 2� 3. LOCATION MAP: Not applicable. Existing street address is 1005 Mill Road,Peconic. o v~ SET IN CONCRETE BED PER MANUFACTURER 4a PROM R'IY BOUNDARIES: Show-n on plat with metes and bounds. rn 6" WIDE x 12 ft LONG INLET GRATE I Y 4h. St fl ACRS AGE: 1.n on p Acres or 44.546 square feet ACROSS DRIVEWAY o� � 4c. FEATURES: Shown on plat. a 3 / 4d. TPST HOLF: Not applicable. Existing excavation for partially constructed wall exposed soil strata in vertical cut surface, 3 0 N o N totally graded by D'Amaro Engineering and Surveying.P.C.as Brown Sand with some Gravel(SP). Groundwater elet ation is less than EL 10 NAVD88 per Groundwater Contour Map for region. M 4e. C'ONTOI'RS: Existing and proposed contours are shown on plat at one-torn intervals. - /- � / "lJ 4f SPOT GRADES: Shown on plat 4g WOODED \REAS AND TREES: Not applicable. The entire property has previously been cleared and land caped. 'the ` unh uec� 19 inches or greater;n diamcict are located in the front yard neer the roast.fir from the piopo.ed com.truction m Q \ I I I z ihr trm card o / 4h. S(111 SL'R\C1'. 1'1R-Plymouth Serre Loant}Sand,3 to 8 percent slopes. 7 he heard of ero.wn is shale.:cco:,iir.c m the I YO 1iji\rte}'p.78 PROPOSED DRYWELL Y V• S,. I\t PRO\1 MINTS: This site plan is based on a land sun ey pirpareci by this office All existing and proposed �Y inipim cments are shown. Total site area and land disttr&mce area is noted herein. 3 8 ft DIA x 9 ft DEEP p 5b. EN('\V\"1 ION MATERIALSAND AND QUAN"I I f1E:S. Not applicable Only minor excat ation,fill and gadmr'is p;,posed = _- CONNECT WITH 6"0 PIPE / 2 w ah no rcmm'al of material to an}off- ire areas. N Q 5c CL FARi\G AND GRUBBING: Shown on plat. All areas within the limit of construction line is cleared w uh the arca noted -BELGIAN BLOCK CURB a,al 8,700 square feet o Sd. TOPSOIL: Shown on plat. Al]pervious sot]areae within the construction limit line shall ultimately have topsoil placed to a of EXISTING ROOF DRYWELL M~ EXISTING ROOF DRYWELL depth T4 inches and be seeded for permanent stabilization. (LOCATION APPROXIMATE) y (LOCATION APPROXIMATE) Se. VEGETATION: Shown on plat. �0 4 ft DIA 5E STORMWATER RUNOFF BMP: Shown on plat. Drainage structures and berm beneath property line plantings will limit >J 4 ft DIA off-site post-development runoff to minimal amounts,substantially less than pre-development Positive drainage is p w PROPOSED SWIMMING POOL a o WASTEWATER DRYWELL _:i!: / designed to store runoff from a 2-inch storm. ASPHALT DRIVEWAY i O Q of Sg. SURFACE DRAINAGE: Regrading of the construction arca will direct runoff to a yard drain over the proposed leaching WA`x 4' DEEP �' z Z O w. pool structure I shown on the plat. o Q Sh. LOCATION OF IMPROVEMENTS: Shown on the plat with dimensions and offsets to property lines. �p WATERSHED g 5i. CONTOURS: Shown on the plat with existing contours,proposed contours,and spot elevations as needed. a 3 2,184 sf \ 1 39} 6. SEQUENCE OF EROSION CONTROL: Not applicable. All construction activity will occur simultaneously. o o \ Y' 7. POLLUTION PREVENTION: A swimming pool drywell to contain backwash sand is shown on the plat. �z 3 8. EROSION&SEDIMENT CONTROL: Not applicable. It is not possible for erosion to affect any areas outside of the w z 68.4' 20 8 28.1 delineated construction area. The construction area extends into the adjacent vacant property to the rear,with permission r a M ROOF OVER SLATE PORCH S' by the Owner. o CONCRETE SLAB In it 9. CONSTRUCTION&WASTE MATERIALS: Not applicable. Construction and waste material will be brought to the site as z ; i needed and removed from the site daily. There is no anticipated on-site storage of construction and waste materials. to¢ o POOL EQUIPMENT dl 10. SOIL STABILIZATION: Temporary soil stabilization is not required due to the short duration of construction activity. o r k 18.3 1 1.4 w �- / [ YARD AREA IN USELd ' Permanent stabilization will include establishment of turf grass over disturbed soil surfaces. to BELGIAN BLOCK " PLASTIC FENCE (LAWN) > • t it d 11. SITE PLAN: This plan. o <O CURB GARAGE r' O . 12. DETAILS OF EROSION CONTROL PRACTICES: All disturbed soil surfaces shall be seeded with turf grass after => f n A.C. UNITS f O ` construction is completed,as noted on the plat. O f 1' O O 13. TEMPORARY TO PERMANENT EROSION CONTROL: Not applicable. F N o N 14. IMPLEMENTATION SCHEDULE: Not applicable. All construction activities will occur simultaneously. oo PROPOSED PAVER PATIO ELEV 35.3f 15. MAINTENANCE SCHEDULE: Not applicable. Maintenance will be incorporated into the homeowner's regular o ' SLATE STOOP HOUSE No. 1005 ( ) N SLOPE MIN. Ya" PER FOOT AWAY FROM POOL landscaping maintenance activities. f t AREA S 1 142 sf 16. IMPACT TO SURFACE WATERS OR MS4: Not applicable. No surface waters or municipal sewer systems will be TWO-STORY AND BASEMENT " ` affected by the proposed construction. LtJ FRAME STONE RESIDENCE w 17. DELINEATION OF RESPONSIBILITIES: Not applicable. The Owner is responsible for construction and maintenance of PROPOSED'POOL FENCE ENCLOSURE improvements. ° _� 19 9 s 4-ft MINIMUM HEIGHT CHAIN LINK FENCE WITH A 18. OTHER DATA AND F CONTRSWALES:ACTORS Not applicable. None proposed. WELL O MESH NOT GREATER THAN 2 INCHES, OR O ° APPROVED EQUAL 19. IDENTIFICATION OF CONTRACTORS RESPONSIBLE FOR EROSION&SEDIMENT CONTROL: Not applicable. � CONCRETE' O SELF-CLOSING Owner is responsible for all temporary and permanent erosion and sediment control practices that are proposed on this WINDOW WELLS ,. LF CLOSING AND SELF-LATCHING GATES site plan or that are ordered by the Town Engineer. z GENERATOR 222 LINEAR FEET EE d A.C. UNIT G I O £ Z g \\ Y 18.4 d" PROPOSED RETAINING WALL (UNDER CONSTRUCTION) PLASTIC FENCE Li s 3 rn I (n � f r+� ~ \ I SLATE 19.6 I BASEMENT 'BILCO' ENTRANCE ! e' % LIMIT OF CONSTRUCTION ACTIVITY, CLEARING & GRADING CHAIN LINK FENCE POST N STEPS f,. 0 AREA = 8,700 sf 2 "0 GALV. 16 go. r ,� o �JINDOW WELL ' z ALL DISTURBED SOIL SURFACES SHALL BE TOPPED WITH 4 Of z PVC COATED 2" DIAMOND MESH f 1 I 1 INCHES OF APPROVED TOPSOIL AND SEEDED WITH A r o` La SLATE PATIO o -a' LOCALLY APPROVED TURF GRASS MIXTURE UPON Z w': OUTDOOR SHOWER a ROCK WALL NTER U1 w = + � 1 ' j •"° r1 t COMPLETION OF CONSTRUCTION. w aN oz o c t j Z / ✓ i O w wo z - t / I ( / o x o } \ :°" ~: 38.1 EXISTING OF DRYWELL x' o a I a io� co � 6 )(LOCATION A X11 ATE) \ \ 6 ft DIA o ( f ti o o SLATE°PLATFORM �� r oc \ o a- -` \ 8.9 (35 6"x6"x114" GALV. BASE PLATE .'� ) % E (4)Y2"x4" GALV. ANCHOR SCREWS 1 EXISTING ROOF RYWELL - 0 10 15,8' ,1 (LOCATION APPROXIMATE) \ 1// "' ROCK WALL PLANTER J1 4,-� SLATE WALK ELEV. 34.7 \. _ :..T 'o =1 1'. ti EXISTING ROOF DRYWELL wlw ., } f,•o;`•.::'= ''" o o \ `°(LOCATION APPROXIMATE) o o T FINISHED GRADE ELEV. 34.2 co _ 30.0 yJ \" \ 0. CONCRETE WALL WITH POOL LINER o N (IN-GROUND POOL UNDER CONSTRUCTION) cot w I PROPOSED EVERGREEN SCREEN ' �f ff± t` _J TOP OF WALL EL 35.06 N oN I -� \ t ON BERM (� SUBJECT PARCEL B r�3) 3 I: . Q� .� r w , e." LEYLAND CYPRESS (Cupresscyparis leylandia): 15 gallon, (r to "~w...,„ z:> 39.9 :T::', ATER HED .• � 5-6 ft HEIGHT AT PLANTING. SPACE IN STAGGERED LANDS NOW OR FORMERLY OF » » - L L i� LINES AS DIMENSIONED. LANDSCAPE CONTRACTOR RICHARD B. BOHNER AND ELLEN BOHNER SUBJECT PARCEL A mow" ri'u^ .::. 1,115 sf `ry01 �% j SHALL WARRANT ALL PLANTINGS FOR ONE YEAR �3 0 , [max 1; '. • ""`"'`'*"• AFTER PLANTING AND REPLACE ALL DEAD PLANTINGS ... :,:. ^ \� ;'.;. ..o ;•r .•..• .u.....:.-.,.:.'.RETROFIT?$ ACE:' 1 AS NEEDED WITHIN THIS PERIOD. TYPICAL-25 LANDS NOW OR FORMERLY OF (32 °......... ....... .".,..,"....°.w,..",...„w:...z..., .,., ...,, LIBER 12296 PAGE 793 �' I ) (TY =5) , & \ WATER§Rt6 650 sf ,.:., ) THIRD DESCRIBED PARCEL RICHARD B. BOHNER AND ELLEN BOHNER z CONSTRUCT ONE-FOOT HIGH, SIX-FOOT WIDE, BERM (34:7) ~ o. (347 I I ~ o • ) INV ( / PARALLEL TO PROPERTY LINE AND CENTERED ON LIBER 12296 PAGE 793 _ M p PP D PROPERTY LiNE TO CONTROL MOVEMENT OF \ STORMWATER ACROSS PROPERTY LINE. SECOND DESCRIBED PARCEL (31) N �1 INV (28.Oa 12°m CPP Ipv (27.4) ❑ Nth (2DO) / / LJ I� 4 10.0 TW (350) TYP TW (35.0) 3 i`11) tial ro cl r cTntcE BW (30.5) S STAKE ,\ - 4,' m _ GRADE 7143 �i�� '� �JL� �� 1a7 � 217.80 l �4 , RETROFIT CONSTRUCTION 1'-6" a �l�a `' HSS 2x2x1/4 BRACE AT 45' o �„ � °... -SCT FULL WELD TO 6x6x1/2" END PLATES LARGE SPIKE 2\'? " "' N 49013'00" W 222.75 Z ; LARGE SPIKE CONNECT EACH END PLATE TO CONCRETE WITH (4)-5/8"x4" BOLT ANCHORS = _J t ENCAPSULATE WITH 10" WIDE P.C. BUTRESS E 9' CENTER-TO-CENTER w o I ~' (TYPICAL) of 6 ° I 00 .. 0 o ly w z 3' 0" o~o c cwt ``>w p PRCPOSED 4 ft SQUARE P.C. CATCH BASINS 1 J .n °a X X--X--X-X---1 ?' x 2' SQUARE GRATE INLET ELEV. 33.7 i PROVIDE 0.2' SILT SUMP AROUND INLET zwa ooQ I X TYPICAL RETAINING WALL SECTION o m z X PROPOSED 8'0 x 8' DEEP LEACHING POOL SCALE:1/2"-1'-0" co� o X I 2'0 GRATE INLET ELEV. 26.0 oo� PROVIDE 0.2' SILT SUMP AROUND INLET I NOTES Z�Ln x �co rn X zQ� I.THE\V.\LL DETAIL ABOVE SHOWS"i'HE PROPOSED REVEAL(HEIGHTS ABOVE � !'WISHED GRADE MATCHING THE PROPOSED CONTOURS AND ELEVATION'S). o:2 I x AND THE EXiSTiNG CONCR`TL PIMF NSIONS FOR THC RETAINING\VAI-L UNDER C'F ENCAPSULATED THE WALL SHALL BE RETROFITVIDE ATH o¢ " YARD AREA N USE "OUT PARCEL" (WOODED) C'ONCRi:TS ENCAPSULATED Sll:Fl.BRACING'TO PROVIDE A STRUCTURALLY �w z ADr.QuATE'STEM TO FOOTING CONNr_Cf1ON. Q (WOODED) " (LAWN) I 2.CONCRETE COMPRESSIVE-_STRENGTH=3.000 psi AT 28 DAYS. 4 I x OTHER LANDS NOW OR FORMERLY OF ?.S"PL!IL kE1NFOkCEn^E?!T NOh11NP.L YiLLD S"PRF.NG'fH=60,U(!0 psi. 1 RICHARD B. BOIANER AND ELLEN BOHNER G ALL RCT'Y.OI'I'i S7 ELL AND ANCHOR BOLTS SHALL BL HOT-DiPPED GALVANIZED. ¢ X ` LIBER 12296 PAGE 793 Lu (GARDEN) x FIRST DESCRIBED PARCEL w X X 3 I I APPROVAL Off'STORMWATER MANAGEMENT CO"•'TROL IAN .To DRAINAGE INSPECTIONS ARE X ode Date: 0(o R er 236 Contact TOS Engineering at 71 s"THICK PRECAST ARp� d by. , , Backfill,OR Provide Engineer' CONCRETE TRAFFIC EROSION Ft SEDIMENT CONTROLS that the drainage has been in BEARING SLAB. EXISTING GRASS SWALE AREA Shall include but not be limited to: GRAS,LFFOULDER AREA. A well maintained Construction Entrance, SURVEY, SITE PLAN ANL TYPICAL CAST IRON AME Wire Backed Silt Fencing,stabilization& GRADE GRATE&FRAME Seeding of exposed and/or inactive soils. STORMWATER MANAGEMENT CON GRADE OP 111,;111„1111-III -III-III-III- � DESCRIBED PROPERTY PRUNE ONLY BROKEN OR DEAD O NOT CUT R DOMINANT LEADERS AND CROSS DRAIN INLET DETAIL -I I I II I II I I - I I=III=III=I I L�;-I OVER LiMBS.ON EVERGREENS DO NOT CL`T OR DAMAGE LEADER. =I�I=III=III-1�(�- o.�� o WRAP TRUNKS OF THIN BARKED DECIDUOUS T12EI7S ONLY WITH APPROVED TREE WRAP.REMOVE AFTER ONE YEAR. CAST IRON DRAIN INLET -III-1 I I-1 I 1-1 I E- KNOWN AS REINFORCED,4,000 PSI / 2 STAKES CIDUR'LONG OUTSIDE ROOT BALL WITH ONE ON SIDE OF PREVAILING GRATE&FRAME. _ WINDS(DECIDUOUS TREES ONLY) TRAFFIC BEARING P 20'$ 1005 MILL ROAD i/ CONCRETE SLAB GRpGR.41)E SILT'S[IMP 0.2'BELOW INLET 1=1 I I ®® ®r®Y® ® C C f CROWN OF ROOT BALL SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT DID /-CLEANLY PRUNE ONLY D.4 fAGED,DISEASED AND/OR WEAK BRANCHES. -- -BRICK MAY BE USED TO t7 C F✓ TO PREVIOUS GRADE.(IN SLOW DRAINING SOILS SET 1"TO 2"HIGHER) / - ® ® FINISHED GRADE AROUND PLANT TO BF,THE SAME AS ORIGINAL GRADE OF PLANT IN REINFORCED 4,000 PSi < . -;'- AD!UST CURB INLET CAST SITUATE AT PECONIC -CREATE RAISED SAUCER AROUND EDGE OF ROOTBALL, REMOVE AFTER ONE YEAR. POT PRECAST CONCRETE --- -'zd;'- IKON GRATE&FRAME TO o LI I I I II I ®® ® ® ® ® � .D'i1'!�"s� ° TOWN OF SOUTHOLD, SUFFOLK CO., CATCH BASIN SURFACE ELEVATION A LiJii � r CREATE SAUCER AROUND ROOT BALL MAXIMUM OF 12 INCHES. �I I I I I TO��IY OF�DU i aao�'� 2"MULCH OVER ENTIRE HOLE(5'DIA.MIN).KEEP AWAY FROM TRUNK 48" I GRAVEL. TOWN& S.C.T.M.No. 1000-074.00-02.00-011.002 Y II MULCH OVER ENTIRE PLANTING HOLE,KEEP AWAY FROM STEMS. 6"MIN.- ... . FKOM S'-0" SCALE 1 15 6 � TO 20'-0" 8'DIAMETER x 8'DEEP PRECAST CONCRETE = i h LEACHING RINGS. � +'(�OS+�aiy"i•7/ DRIVEWAY DRYWELL IS 9'DEEP. NOT SHOWN) { �( ' SURVEYED:APRIL 28,2016 ®® ® ® I t ( .�0 �•v�B s f�j"f `," REVISED CERTIFICATIONS:MAY 6,2016 T- ®® I I r �� t�-�, FINISHED GRADE o _ _ a;' �(,. °we+s••? ° .ty REDATED SURVEY&ADDED TOPOGRAPHY:NOVEMBER 2 2( BACKFILL MIX SHALL BE 75°/�NATIVE SOIL AND 25%COMPOST AMENDMENT. ``" �' PROPOSED POOL,WALL&LANDSCAPING:JANUARY 17,201 CONTRACTOR SHALL BACKFILL WITH TOPSOIL IN CLAY OR SILT CONDITIONS,OR MIN.6"WASHED III-III• �/(�o•�, s� r WHERE EXISTING SOIL IS NOT SUITABLE. SLAB DETAIL STONE BEDDING STORMWATER MANAGEMENT&DRAINAGE:JULY 11,2019 CUT AND REMOVE TOP 1/2 OF BURLAP,TWINE AND WIRE BASKET FROM ROOT BALL. BACKFILL MIX SHALL BE 75%NATIVE SOIL AND 25%COMPOST AMENDMENT. WHERE 111= = Y bx' I 1 ADDED ROOF DRYWELLS&DRIVEWAY DRAINAGE,:AUGUST 28 UNSUITABLE SOILS EXIST,BACKFILL WITH TOPSOIL 26 2x ROOTBALL DIAMETER B&B ROOT BALL 2x ROOTBALL DIAMETER CAREFULLY REMOVE TOP 1/3 OF BURLAP.REMOVE CONTAINERS COMPLETELY. • 2EINFORCED TRAFFIC BE CONCRETE CLEAN SAND&GRAVEL I I=I I=III i. � •2, tri�'�p e� 48".• 6.. S1,AB NOTE: o I I t 14 . TREE PLANTING DETAIL EXISTING SUB GRADE,TO AVOID SETTLING DO NOT EXCAVATE BENEATH ROOT BALL. SHRUB PLANTING DETAIL CUT SEVERAL SLITS IN BURLAP TO FACILITATE ROOT PENETRATION. 60 I"THICK,H-20 TRAFFIC BEARING N I �i�jc .3 4.•• ~ N.T.S. e GROUND TAMP SOIL AROUND ROOT BALL BASE FIRMLY W FOOT PRESSURE TO PREVENT N.T.S. WATER J�! E4�(t�•\`ev�NN` !'<<1I'11:1111111`4� Prepared by: SHIFTING OF ROOT BALL. EXISTING SUBGRADE,TO AVOID SETTLING DO NOT EXCAVATE DEEPER THAN ROOTS NOTES: NOTES: 2'-0"Min. 8'-0"Dia. T-0"Min. D'AMARO ENGINE 1.DO NOT DAMAGE MAIN ROOTS OR ROOT BALL WHEN INSTALLING TREE STAKE. �-60..-~� EKING AND SUR 1.FOR PLANTING BED INSTALLATION EXCAVATE ENTIRE SHRUB BED 2.WATER THOROUGHLY AFTER INSTALLATION. 2.WATER THOROUGHLY AFTER INSTALLATION. 20 MARIPOSA LANE 3.REMOVE SAUCER AND STAKES AFTER FIRST YEAR STANDARD PRECAST CONCRETE CATCH BASIN TYPICAL SECTION AT LEACHING POOLS 4.PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERVIOUS SOIL. (4'x 4'TYPICAL;5 FEET TO 20 FEET IN DEPTH) MANORVILLE,NY 11949 JDAMAR GRASS SWALE DETAIL TITLE SURVEY NOTES: 1. Copyright 2018-D'Amaro Engineering and Surveying,P.C. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,subdivision 2,of the New York State Education Law. Only boundary survey maps bearing an original embossed or inked seal and signature are genuine true and correct copies of the surveyor's original work and opinion. 2. This map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.and meets the accuracy standards jointly adopted by ALTA, ACSM and NSPS. Certification hereon is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this map. The certifications hereon are riot transferable. 3. The location of underground improvements or encroachments are not always known and often must be estimated. Underground improvements or encroachments are not covered by this certificate. w U 4. A title report and other"Record Documents"as defined in the Minimum Standard Detail Requirements for ALTA/ACSM Z Land Title Surveys,has not been provided for use in preparing this survey. Easements and covenants of record affecting the property may not be shown. 5. ELEVATIONS ARE IN NAVD-88 DATUM. EDGE OF PAVEMENT '. 6. LOT AREA=44,546 SQUARE FEET OR 1.0226 ACRES MORE OR LESS. MILL ROAD THIS SURVEY IS CERTIFIED TO THE ( ) r''� (a.k.a. PECONIC MILL LANE BEST OF MY PROFESSIONAL ABILITY ONLY TO: BELGIAIRB LOCK` I � (50' WIDE PUBLIC R.O.W.) KONSTANTINE DRAKOPOULOS FOUND CONIC MONUMENT KATINA DIGENAKIS N 78' W, 0.37' STONE WALL t \ EDGE OF ASPHALT PAVEMENT 6.3'N _,_..-- ..-•�' ,.,t ---'~ "m'"W""-" FOUND CONC MONUMENT _...__.._ "...w _ ._ .... N UTI S 57' 0.31 j�UTIL POLE -_ L POLE E ' W.... .... »o.< ..._M .<. .. >• �• ASPHALT "- S 49'13'00" E 222.75 APRON SWPPP NOTES REFERENCED TO THE T.O.S.CHAPTER 236 REVIEW CHECKLIST: << "' 1. DRAINAGE CALCULATION: Required Storage for pool patio and surrounding area=(650 sf patio x 1.0 RC+1,935 s;' \ -' BELGIAN 217.80 "- -"- " "~•'-•~•- --_ -'~•• - N 49 13 OO W 67.00 STONE PIER grass x 0.3 RC)x J=205 cf. Storage provided=42.24 cf per if depth x 8 If depth-338 cf. Watershed areas are shown 0 3 W 4.95 BLOCK �\ STONE PIER N 53'11'40" W on the plan. Before improvements all lawn area drained towards the property line. Post improvement runoff is directed , _ 2.5E "'"" 8.20 into on-site drainage structures with 2 inches of rainfall storage on-site. Existing roof drainage is directed into several existing leaching pools around the dwelling and sized to provide 2" • t / -a a STONE & SLATE storage. These drainage structures were installed in 2005 and recently verified by underground penetrating radar and S 49 13'00" E 350.00 (n.t.S.) a PIERS AND STEPS snaking from the leader connections. Locations and Sizes of existing drywelis was based on the best available evidence o z ``� 836.06' TIE (n.t.s.) without destroying existing hardscape and landscaping. z z I I / Required storage for driN ewa 2,184 sf drivcwa'x 1.0 RC x 364 cf. Storage rottiled=42.24 cf cr if do th Q x 9 If depth=380 cf. 2. CONSTRUCTION PLEASING: Not applicable. Work on drainaee.pool-wall and landscaping will necessitate the clearing of of z PROPOSED TRENCH DRAIN 2 Z the entire work area to the limit of construction shown on the plan. z o HEAVY DUTY CAST IRON GRATING N 3. LOCATION MAP: Not applicable. Existing street address is 1005 Mill Road,Peconic. o N SET IN CONCRETE BED PER MANUFACTURER ° p 4a PROPERTY BOUNDARIES: Shown on plawith metes and hounds. N 6" WIDE x 12 ft LONG INLET GRATE I I 3 /� 4b. SITE ACREAGE: 1.0226 Acres or 44,546 square feet ACROSS DRIVEWAY 4c FEA CURES: Shown on plat. 3 O 4d. TEST HOLE: Not applicable. Existing excavation for partially constructed wall exposed soil strata in vertical cut surface, visually graded by D'Amaro Fngineenng and Surveying.P.0 as Brown Sand with some Gravel(SP). Groundwater IgE /yam elevation is less than EL 10 N'AVD88 per Ground�,ater Contour Map for region. N 4e. CONTOURS: Existing and proposed contours are shown on plat at one-foot intervals. 4f. SPOT GRADES: Shown on plat. 4g. WOODI 1)AREAS AND TRFES: Not applicable The entire nromerry has previously been cleared and landscaped. The 1 onk Ines 18 nehca or pieatrr in di,unetct arc h�aied.n ihr iro,t-.:rd near the roii!.fix L•om the p:opo•ad cnnstruct`on in cv cv 0 z the rear.ard K _\ , I V 4h. SOIL S('R\'L)': P113-PNniouilt Sene>Leann Sand. 1 to�p,,!,ew.lopes. 'rhe hazwd of,no,ion is,lighl according t.)the O Soil Sage ,.78 m o }' 1 PROPOSED DRYWELL 5a. IMPROVEMENTS: This site plan is based on a land,ur,e}prep:aed b}this office. All existing and proposed ' 8 ft DIA x 9 ft DEEP I I / imprmements are shown Total site area and land clisitul,w,e a•ca;s noted herein ad o CONNECT WITH 6"0 PIPE ao 1 5b. EXCAVAJ ION MATERIALS.AND QUANT FLIES: Not apphc;v,Ic. Onh minor exca,at6wo.till and glad ng is proposed =� _ v Q r ,N itb no rcmoval of material to ane oft=,ire areas w N BELGIAN BLOCK CURB 5c. CLEARING AND GRUBBIN(i: Shown nn plat All areas•,% Ihm the limit of constn.chon Itne i,cicarod with the area noted o UJ as affecting 8.700 square Sect. o 5d. TOPSOIL: Shown on plat. All pervious soil areas within the construction limit line shall ultimately ha,e topsoil placed to a w F EXISTING ROOF DRYWELL EXISTING ROOF DRYWELL r depth of 4 inches and be seeded for permanent stabilization. w (LOCATION APPROXIMATE) (LOCATION APPROXIMATE) ow m o 4 ft DIA 4 ft DIA 1 i ` 5e. VEGETATION: Shown on plat, o Sf. STORMWATER RUNOFF BMP: Shown on plat. Drainage structures and bean beneath property line plantings will limit ) PROPOSED SWIMMING POOL I / O Of cr off-site post-development runoff to minimal amounts,substantially less than pre-development. Positive drainage is o w ! ) WASTEWATER DRYWELL ! o designed to store runoff from a 2-inch storm. S of j s z 5g. SURFACE DRAINAGE: Regrading of the construction arca will direct runoff to a yard drain over the proposed leaching 02 ASPHALT DRIVEWAY 8'0 x 4' DEEP o Q pool structure as shown on the plat. z WATERSHED g 5h. LOCATION OF IMPROVEMENTS: Shown on the plat with dimensions and offsets to properly lines. 0 WATERSHED E } ` 39't 5i. CONTOURS: Shown on the plat with existing contours,proposed contours,and spot clevauons as needed. a 3: \ Y 6. SEQUENCE OF EROSION CONTROL: Not applicable. All construction activity will occur simultaneously. 0 z 3 7. POLLUTION PREVENTION: A swimming pool drywett to contain backwash sand is shown on the plat. a N 68.4' 20.8 28.1 w` / g 8. EROSION&SEDIMENT CONTROL: Not applicable. It is not possible for erosion to affect any areas outside of the z z UJ M ROOF OVER SLATE PORCH delineated construction area. The construction area extends into the adjacent vacant property to the rear,with permission w g rn g 1 O 1 i tF CONCRETE SLAB V' by the Owner. p 1 PP g < r ; POOL EQUIPMENT---,, YARD AREA IN USE ff` 9. CONSTRUCTION&WASTE MATERIALS: Nota applicable. Construction and waste materia]will be brought to the site as m t£. 1 1.4 / ' F needed and removed from the site daily. There is no anticipated on-site storage of construction and waste materials. z 18.3 w o r Q PLASTIC FENCE (LAWN) 10. SOIL STABILIZATION: Temporary soil stabilization is not required due to the short duration of construction activity. N `0 BELGIAN BLOCK - - s s` Permanent stabilization will include establishment of turf grass over disturbed soil surfaces. o 0 CURB GARAGE 0 11. SITE PLAN: This plan. 12. DETAILS OF EROSION CONTROL PRACTICES: All disturbed soil surfaces shall be seeded with turf grass after € A. M A.C. UNITS O construction is completed,as noted on the plat. 0 13. TEMPORARY TO PERMANENT EROSION CONTROL: Not applicable. 04 oo /' N PROPOSED PAVER PATIO ELEV (35.3f) 14. IMPLEMENTATION SCHEDULE: Not applicable. All construction activities will occur simultaneously. oo SLATE STOOP HOUSE No. 1005 15. MAINTENANCE SCHEDULE: Not applicable. Maintenance will be incorporated into the homeowner's regular N A SLOPE MIN. Y4" PER FOOT AWAY FROM POOL AREA = 1,142 sf landscaping maintenance activities. TWO-STORY AND BASEMENT 16. IMPACT TO SURFACE WATERS OR MSA: Not applicable. No surface waters or municipal sewer systems will be FRAME & STONE RESIDENCE PROPOSED POOL FENCE ENCLOSURE affected by the proposed construction. LLJ ta.1 t ; 17. DELINEATION OF RESPONSIBILITIES: Not applicable. The Owner is responsible for construction and maintenance of `o 4-ft MINIMUM HEIGHT CHAIN LINK FENCE WITH A MESH NOT GREATER THAN 2 INCHES, OR improvements. 0 0 ° " 19 9 APPROVED EQUAL 18. OTHER DATA AND SWALLS: Not applicable. None proposed. 0 * WELL ° 0 SELF-CLOSING AND SELF-LATCHING GATES 19. IDENTIFICATION OF CONTRACTORS RESPONSIBLE FOR EROSION&SEDIMENT CONTROL: Not applicable. o CONCRETE The Owner is responsible for all temporary and permanent erosion and sediment control practices that are proposed on this `\ WINDOW WELLS �•"°' 222 LINEAR FEET site plan or that are ordered by the Town Engineer. z GENERATOR0 FE d0' o \ A.C. UNIT G PROPOSED RETAINING WALL (UNDER CONSTRUCTION) Z \ PLASTIC FENCE a 18.% rn I N ' < ` f LIMIT OF CONSTRUCTION ACTIVITY, CLEARING & GRADING 3 `t 19.6 BASEMENT 'BIL60' ENTRANCE'� I ," r r'• �.��` ,..�' AREA = 8,700 sf SLATE g N; z' ALL DISTURBED SOIL SURFACES SHALL BE TOPPED WITH 4 STEPS tINDOW WELL ,`j` INCHES OF APPROVED TOPSOIL AND SEEDED WITH A CHAIN LINK FENCE POST ! , f L LOCALLY APPROVED TURF GRASS MIXTURE UPON 2 %"0 GALV. 16 ga. I t ; w ° I o f /`v COMPLETION OF CONSTRUCTION. w SLATE PATIO Z PVC COATED 2" DIAMOND MESH z LJ OUT60OR SHOWER I ROCK WALL INTER / n, 4 ZpYZ P/ .f` O � c N� �¢ RYW •t 11 / i.9r u} EXISTING rtr wo Z \ I 38.1 ` )(LOCATION A F D X MATE) 'i / ' ` w WO a �� O \ 6 ft DIA I z 0 SLATE PLATFORM o o a \\ 8.9 n (35) F 4 4 t / E 6"x6"x%4" GALV. BASE PLATE ) EXISTING ROOF�RYWELL r (4)-%!"x4" GALV. ANCHOR SCREWS I (LOCATION APPROXIMATE) -C( 15.6' J Y w. of t ROCK WALL PLANTER r '-:.„ r<:._ 1 \ SLATE WALK _ F:I .S :.'i .t,.,:......;:t':::::. f' r EXISTING ROOF DRYWFLL _ 10.0 `:` �T.t L ITO, ELEV. 34.7 i y �LO.CATION APPROXIMATE) o o ri "[' ': iK) n FINISHED GRADE ELEV. 34.2 30.0 ='"'~ ` 1 " 4� m 04 CONCRETE WALL WrrH POOL LINER o T'`` o w r' N (IN-GROUND POOL UNDER CONSTRUCTION) N r;' '• o I �' " ` �s` I PROPOSED EVERGREEN SCREEN ON BERM: ^.• �. _ Wit. TOP OF WALL EL 35.06 f� �f (33 a<- 1 00 LEYLAND CYPRESS (Cupresscyparis leylandii): 15 gallon, X SU{ JECT PARCEL "B"i " 3 .lar a in E �_ ATER HED LINES AS DIMENSIONED. LANDSCAPE CONTRACTOR C F s s o •�", 3 � t 5-6 ft HEIGHT AT PLANTING. SPACE IN STAGGERED 15 sf ,' 0> I SHALL WARRANT ALL PLANTINGS FOR ONE YEAR LFINDS NOW OR FORMERLY OF " `� NGS SUBJECT PARCEL A ;? 399 '"'"'-" r AFTER PLANTING AND REPLACE ALL DEAD PLAN J o RICHARD B. BOHNER AND ELLEN BOHNER ,.. - AS NEEDED WITHIN THIS PERIOD" PICAL- 11 : .. LL:= o. 'RETROFIT B ACE N L TY 25) VLANDS NOW OR FORMERLY OF _(32) M:A t -WATERSHED 650`sf ( ' CONSTRUCT ONE-FOOT HIGH, SIX-FOOT WIDE, BERM LIBER 12296 PAGE 793 Z THIRD DESCRIBED PARCEL RICHARD B. BOHNER P.ND•<ELLEN BOHNER (34.7) a >.:..+ .... " ' '` '' "n=i' (34.7) ` INV (23. ) PROPERTY PARALLEL TLINE TO CONTRPROPERTY IOL MOVEMENTNE AND OF ON \ 12" CP? / , STORMWATER ACROSS PROPERTY LINE. LIBER 12296 PAGE 793 _" N ❑ INV (28.0 12"0 CPP INV (27.4) ❑ N D o \ 1._$" SECOND DESCRIBED PARCEL -(31) D 10.0 INV (24.0) TN (35.0) TYP - - TW (35.0) �rt01 ¢Fr ¢reuE S STAKE -- a, BW (30.5) 4. 217.80 u' GRADE= s wd ---------- ,�.y � !� RETROFIT CONSTRUCTION 1'-6' -- �- ' % SET HSS 2x2xl/4 BRACE AT 45' o SET.. 1 A • > �+ w LARGE SPIKE FULL WELD TO 6x6xl/2" END PLATES , LARGE SPIKE N 49 1 3 OO YY 222.75 z CONNECT EACH END PLATE TO CONCRETE WITH (4)-5/8"x4" BOLT ANCHORS ENCAPSULATE WITH 10" WIDE P.C. BUTRESS E 9' CENTER-TO-CENTER r 6" o (TYPICAL), it tL o o o --�--- r w H Ln of �O U 3' G" ow moo^ PROPOSED 4 ft SQUARE P.C. CATCH BASINS Y X X X -X--1 2' x 2' SQUARE GRATE INLET ELEV. 35.7 S2 g x PROVIDE 0.2' SILT SUMP AROUND INLET oo> X oa Z Nit- c TYPICAL RETAINING WALL SECTION o r z X PROPOSED 8'0 x 8', DEEP LEACHING POOL D°' 2'0 GRATE INLET ELEV. 26.0 SCALL:L'2"=F-0" v=i L a X r " 3 o I PROVIDE 0.2' SILT SUMP AROUND INLET r Z: X Z: NOTES: �� I aa� x 1.THE WALL DETAIL ABOVE SHOWS'fHF PROPOSED REVEAL iHEIGH'FS A130VE FINISHED GRADE MArcHIN(i T'l11 PROPOSLD C'ONTOU'RS AND ELEVATIONS). o D I x AND T IIF EXISTING CONCI2I"I'F DI\1I NVONS FitR TIL RI?TONING V'ALI, aw X I ri f) (WOODED) UNDER CONSTRUC I ICN. THI WALL 5H\I L BE RET ROFI F\N LTH �O< YARD AREA IN USE OUT PARCEL CONCRETE-FNCAPSULATED SI 1:I L BRACING TO PROVILL A STRUCTURALLY ��¢ (WOODED) X (LAWN) ADEQUATE STEM TO FOOTIN(,CONNI('TION a 2.col.carrE coMPRrss[vr_s rRENG ii i-3.otu,list n r zs DAYS. w o x OTHER LANDS NOW OR FORMERLY OF Z I X RICHARD B. BOHNER AND ELLEN BOHNER 3.STELL RI•INf-ORCEMLNT NOlvf1N.',t 1 II LO S I KI,\GIH=60,000 ;. X LIBER "2296 "A.GE 79_3 4 ALL RETROFIT STEEL AND ANCAO!',BOLTe,SHALL BI H(,r DIPPLU GF.L\'.AN1i;EP.. I X FIR'S I DESCRIBED PARCEL w (GARDEN) I U X w X 3 X I 8"THICK PRF.CAST CONCRETE TRAFFIC BEARING SLAB. EXISTING GRASS SWALE AREA GRASS SHOULDER ARFA. TYPICAL. SURVEY SITE PLAN AND CAST IRON INLET � GRADE - GRATE&FRAME STORMWATER MANAGEMENT CONTROL PLAN GRADE -I i T n 1� y OF _111,;,111=III-III _-III=III=Illi [� � DESCRIEED PROPERTY PRUNE ONLY BROKEN OR DEAD BRANCHES, CO DOMINANT LEADERS AND CROSS 111=-111 OVER LIMBS.ON EVERGREENS DO NOT CUT OR DAMAGE LEADER. DRAIN INLET DETAIL -,I�I I�I-III-III-I I II l i �=III= -I�1=III=III=III�- /�.n I�NowN AS WRAP TRUNKS OF TI IN BARKED DECIDUOUS TREES ONLY WITH APPROVED TREE CAST IRON DRAIN INLET � �U�� WRAP.REMOVE AFTER ONE YEAR. REINFORCED,4,000 PSI GRATE&FRAME. �'�'' ::' •: .• ,•,�1 �"t::" 1005 MILL ROAD 2 STAKES 2"x2"xR'LONG OUTSIDE ROOT BALL W ITH ONE ON SID'.i OF PREVAILING TRAFFIC BEARING _- I I- CONCRETE SLAB GRADE GRADE SILT SUMP 0.2'BELOW INLET _,�-WINDS(DECIDUOUS TREES ONLY) �-- SITUATE AT PECONIC � CROWN OF ROOT BALL SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE.AS IT DID CLEANLY PRUNE ONLY DAMAGED,DISEASED AND/OR WEAK BRANCHES. BRICK MAY BE USED TO -III--III (� DING IDM -T TO PRFVICUS GRADE.(IN SLG14'DRAIVI'. G SOILS SET t"TO 2"H;GHER) REINFORCED 4,000 PS[ ADJUST CURB INLET CAST' !.I I IIIi I ® ��.D TO��'N OF SOUTHOLD SUFFOLK CO. N.Y. / FINISHED GRADE.AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN = IRON GRATE&FRAME TO 7 �7I N OF ®"'- ' POT PRECAST CONCRETE -26" SURFACE ELEVATION A ~o•P CREATE RAISED SAUCER AROUND EDGE OF ROOT BALL, REMOVE AFTER ONE YEAR. CATCH BASIN MAXIMUM OF 12 INCL ITS. CLEAN SAND& .: �III ®® ® ® ® •., CREATE SAUCER AROUND ROOT BALL 48" ® � GRAVEL. S.C.T.M.N0. 1000-074.00-02.00-011.002 2"MULCH OVER ENTIRE HOLE(5'DIA.MINT).KEEP AWAY FROM TRUNK 7 J YN MULCH OVER ENTIRE PLANTING HOLE,KEEP AWAY FROM STEMS. 6"MIN. ... .' FROM'-0" SCALE: 1"= 1$' .,'y Y T 0 LEACHING DIRINGS.DEF 6:, O 20' R AME7 ER P PRECAST CONCRETE ®® ® ® SURVEYED:APRIL 28,2016 � \ {. DRIVEWAY DRYWELL IS 9'DEEP.(NOT SHOWN) e•"•"•ar• 1 i• _ REVISED CERTIFICATIONS:MAY 6,2016 i FINISHED GRADE T .,, REDATED SURVEY&ADDED TOPOGRAPHY NOVEh1BER 2,2017 ®® ® ••• �+ �. ^ PROPOSED POOL,WALL&LANDSCAPING:JANUARY 17,2018 BACKFILL MIX SHALL BE 75%NATIVE SOIL AND 25%COMPOST AMENDMENT. MIN.6"WASHED ®® III-I 1= ,` •��•�C .� r'9, STORMWATER MANAGEMENT&DRAINAGE:JULY 11,201 R CONTRACTOR SHALL BACKFILL WITH TOPSOIL IN CLAY OR SILT CONDITIONS,OR STONE BEDDING III=i I I-I I : �'`:t7�' . 4 t p, ADDED ROOF DRYWELLS&DRIVEWAY DRAINAGE:AUGUST 28,2018 WHERE EXISTING SOIL IS NOT SUITABLE. SLAB DETAIL ®® >g : 1l BACKFILL MIX SHALL BE 75%NATIVE SOIL AND 25%COMPOST AMENDMENT. WHERE CUT AND REMOVE TOP 1/2 OF BURLAP,TWINE AND WIRE BASKET FROM ROOT BALL. 26" 111-III-III- wc$ n` i j a_ UNSUITABLE SOILS EXIST,BACKFILL WITH TOPSOIL 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER a• h 1 = 'J d b: B&B ROOT BALL CAREFULLY REMOVE TOP 1/3 OF BURLAP.REMOVE CONTAINERS COMPLETELY. .. REINFORCED TRAFFIC BEARING CONCRETE CLEAN SAND&GRAVEL 48". g• SLAB NOTE: 60" ivies "J" •..�'•••NP`?�\ EXISTING SUB GRADE,TO AVOID SETTLING DO NOT EXCAVATE BENEATH ROOT BALL. CUT SEVERAL SLITS IN BURLAP TO FACILITATE ROOT PENETRATION. � 8"THICK,H-20 TRAFFIC BEARING GROUND .�� '';�;•1!�••. `•� TREE PLANTING DETAIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY W/FOOT PRESSURE TO PREVENT SHRUB PLANTING DETAIL LWATER �� '��t EICGt1:EE�b1M�`, Prepared by: EXISTING SUBGRADE,TO AVOID SETTLING DO NOT EXCAVATE DEEPER THAN ROOTS T-0"Min. 8'-0"Dia. T-0"Min. i7filldll t 1ii1l15� DIAMARO ENGINEERING AND SURVEYING P.C. NOTES: SHIFTING OF ROOT BALL. NOTES: I�-60"--I 1.DO NOT DAMAGE MAIN ROOTS OR ROOT BALL WHEN INSTALLING TREE STAKE. 1.FOR PLANTING BED INSTALLATION EXCAVATE ENTIRE SHRUB BED 20 MARIPOSA LANE TEL:(631)878-7808 2.WATER THOROUGHLY AFTER INSTALLATION. 2.WATER THOROUGHLY AFTER INSTALLATION. S'T'ANDARD PRECAST CONCRETE CATCH BASIN TYPICAL SECTION AT LEACHING POOLS MANORVILLE,NY 11949 JDAMARO , 3.REMOVE SAUCER AND STAKES AFTER FIRST YEAR. �OPTONLINE.NET 4.PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERVIOUS SOIL. (4'x 4'TYPICAL;5 FEET TO 20 FEET IN DEPTH) GRASS SWALE DETAIL JOB No. S 16004 D __ J t � boos' �'u lel � North Fork Pool Care A. APROVED AS NOTED DATB.P.# FEE: BY: NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ( . 1. FOUNDATION - TWO RUIRED FIR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING �. 3. INSULATION ,t 4. FINAL.- CONSTRUCTION, MUST BE COMPLETE FOR C.O. 0© V ��• I ALL CONSTRUCTION SHALL MEET T HE REQ�1(5EMENTS OF THE CODES OF NEW YO STATE. NOT RESPONSIBLE FOR RESION- CONSTRUCTION ERRORS /oil /Or` M 1 OP t� e r, ff COMPLY WITH ALL CODES C- NEW YORK STATE & TOWN COD.z- �;�,�' AS REQUIREQ �N� �r1�iDITIONS OF 40 pcol- CLQ/ 0- Tc� 101'q po '1 '4"V /a a INSPECTION REQUIRED ��C f t ti '��pf G• o P ERPIL I= 'L TO CODE =UF —m PLETION BEFORE "WATER" l� '- Vi 1 OF �'{(3G LL RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. �- POOL NAME: Lc,�S :Xj4 Lco OATS: SHAPE: BORDER PATTERN: �. WALL PA'i'1'SHI* FLOOR PATTERN: CORNERS: DEPTH:...... OT ._- ; j HUNG OVERLAP (*do oM) . 20 GAUGE 27 GAUGE (chdm om) ) q : /3 `1 f MILL ROAD (o ka PECORIBUCMC WU'AN') (Sp'VOOE ROM) BOUNM U= EDm OE ASPMT PMELETNT_ — EWIID CONC YOxUYFM 1 STORE WNL 5 ST E OJT' , U'N 2 O O.K. F',RO w.0 110NuYEMwr h S 49'13'00" E 222.75 ASP H 76 W.on Argon um Polo N a9'10 W V 67x0 ' ` \ STORE PIER N 5}'1146' 217M \ \\ 2.5'E Baum BIO 1 CK u ) 195 STONE k SLATE ��— _�— 1 Pas ANO STEPS 836.06' TlE (n.t.s.) / \ .� S 49'13'00" E 350.00 (n.t.s.) a I I I y I I BI1OY19 BIDCW mm I / I I O g ASPNN.T OM'EWAY w, ., 6s.4, xoa HOOP Dim SATE PORCH >A YARD AREAUSE „ � (LAWN)) I 3 is ^ tla w TENCE O 1 ' AC UMTS C.p BEIOtW BCURS GARAGE O NRB LOM Oo I N g I NOOSE Na 1005 I c > IS SLATE STOOP FPIYESk STONE PE4fll9Ox 1 199 P-N ENCE W W t` IO I8 WIIL CONCRETE W'9dI019 WE115 b LTA\ AC IINR G 19 a sksDam BIW ENTRANCEi Z \ PIA9RC R7K;E STEPS 196 /o a I I I @ 1 SLATE PAW " KANTER II i01 I O ODR SHMaMm I OOEEii OB 1 0 J SLATE PLATFORM \\ 8.9 156 STATE W'AIK / ROCK WNL RARER J BV LIiI rh1\VG 'A'LANDS NOW OR I ' OF RI D B BOHNER AND FORMalm ER BOHNER I \ I OBER 12296 PAGE 7 3 !, SECOND DESCRIBED PAF CEL \ ll IJl SUBJECT PARCEL "B" I / LANDS NOW OR FORMERLY OF RICHARD B BOHNER AND ELLEN BOHNER LIBER 12296 PAGE 793 71iIRD DESCRIBED PARCEL 1 h✓ � �� r_ ^ � r ` � ttr Y 495 N 49'1300" W 22 75 I