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Home My WebLink About41418-Z � FFOlq(�o , Town of Southold 10/11/2018 o � P.O.Box 1179 a c' 53095 Main Rd 4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39961 Date: 10/11/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 4125 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-9-6.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2017 pursuant to which Building Permit No. 41418 dated 3/13/2017 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: "AS BUILT"ACCESSORY IN-GROUND SWIMMING POOL,FENCED TO CODE, AS APPLIED FOR PER ZBA DECISION#6986,DATED 10-20-2016 The certificate is issued to Akselrad,Ira&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41418 10-05-2018 PLUMBERS CERTIFICATION DATED n-Oed'SLigna'ture �SOFEnt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41418 Date: 3/13/2017 Permission is hereby granted to: Akselrad, Ira 1965 Broadway Apt 18B New York, NY 100235977 To: legalize an "as built" in-ground swimming pool as applied for per Trustee and ZBA approvals. At premises located at: 4125 Nassau Point Rd SCTM # 473889 Sec/Block/Lot# 111.-9-6.4 Pursuant to application dated 3/13/2017 and approved by the Building Inspector. To expire on 9/12/2018. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $500.00 CO - SWIMMING POOL $50.00 Total: $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. March 3, 2017 New Construction: Old or Pre-existing Building: X(Pool) (check one) Location of Property: 4125 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Ira and Susan Akselrad Suffolk County Tax Map No 1000, Section 111.00 Block 09.00 Lot 006.004 Subdivision Filed Map. Lot: / � Permit No. — 1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Mf App ica oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA � Fax(631)765-9502 P.O.Box 1179 • �Q roger.rich ert(cD-town.south old.ny.us Southold,NY 11971-0959 Q�yCOUm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Akselrad Address: 4125 Nassau Point Rd City: Cutchogue St: New Yprk Zip: 11935 Building Permit# 41418 Section. 1 1 1 Block. 9 Lot 64 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 125a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. Re-bond existing pool, move equipment to new location. Notes, Pool equipment includes,bonding,control panel,4-GFCI circuit breakers,2-pool pumps, 1-jet pump, 1-blower,2-gas pool hearers Inspector Signature: TDate: October 5 2018 81-Cert Electrical Compliance Form.xls FIELD INSPECTION REPORT DATE COMMENTS �d -4 FOUNDATION(1ST) H� -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z _ o ROUGH FRAMING& f y PLUMBING I - � S 0 r� INSULATION PER N.Y. C STATE ENERGY CODE S rp I FINAL ' 1 ADDITIONAL COMMENTS a Imo-- g;L IV 0 A 1 fl S I` elv I (tet UA4 -� o - q di 6-4)4 , z i1t1 i ! S S m N N � H tC b H vup, OFSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST NG DEPARTMENT Do you have or need the following,before applying? HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL-'(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey O. SoutholdTown.NorthFork.net PERMIT N ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application I Flood Permit - Examined I ,20 1 Single&Separate Storm-Water Assessment Form Melissa Cicetti J Contact: Studio Cicetti Architect PC Approved l ,20 Mail to:481 Van Brunt St. #7C Disapproved a/c Brooklyn, NY 11231 Phone: 718.875.1460 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date March 3 , 20 17 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 shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no.zoning amendments or other regulations affecting the property have been enacted in the 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 ap licant o ame,Ya corporation) Stu io Cicetti Architec ,-PC 481 Van Brunt Street#7C Brooklyn, NY 11231 (Mailing address of applicant) State whether'applicant is owner, lessee;agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Ira and Susan Akselrad, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's,License No. 1. Location of land on which proposed work will be done: 4125 Nassau Point Road Catchogue House,Number Street Hamlet County Tax Map No. 1000 Section 111.00 Block 09.00 Lot 006.004 Subdivision Filed Map No. Lot ,..a =� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Accessory Structure- Pool b. Intended use and occupancy Accessory Structure- Pool 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work legalization of existing structure (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 25.01' Rear 25.01' Depth 50.01' Height 0' Number of Stories 0 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 200.06'- Rear 200.06' Depth 396.01'(N) 377.51'(S) 10. Date of Purchase Name of Former Owner Cardinale 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 1965 Broadway,#18B 14.Names of Owner of premises Ira and Susan Akselrad- Address New York, NY 10023 Phone No. 917.597.7674 Name of Architect Studio Cicetti Architect PC Address 481 Van Brunt St.,#7C Phone No 718.875.1460 Name of Contractor Address Brooklyn, NY 11231 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Note. Top of Bluff 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDER COPY. STATE OF NEW YORK) SS: COUNTY O � VIY BSc, i SS: being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ) I (Con actor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this-application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw(DrI161to before me ' day o __M}`,RCIA AMMON � Notary Public -State of New Y rk i AM6266469 ptary Public Qualified in Kings County Signature pplicant My Commission Expires Jul 30,2020 TOWN OF SOUTHOLD 7+ANkfN, — ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans X TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 L f (41& Survey SoutholdTown.NorthFork.net PERMIT NO. Check X Septic Form NY.SDEC Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mall to 5175 Route 48 Disapproved a/c Mathtuck,NY 11952 Phone 631-209-2410 Expiration 20 ® t-E� DD Building Inspector NOV 8 2017 APPLICATION FOR BUILDING PERMIT - - Date NOVEMBER 6 2017 INSTRUCTIONS �,�� r1�lUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 het o alts a c e p o{'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 Buildmg Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the 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 Ordmance 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,ordmances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (S tgna t or name,if a corporation) 5175 Route 48,Mathtuck,NY 11952 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder LANDSCAPE ARCHITECT Name of owner of premises IRA&SUSAN AKSELRAD (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No.11146-H Plumbers License No. TBD Electricians License No. TBD Other Trade's License No. 1. Location of land on which proposed work will be done: 4125 NASSAU POINT ROAD CUTCHOGUE House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 9 Lot 6.004 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition Alteration x Repair Removal Demolition Other Work Swimming Pool Renovation (Description) 4. Estimated Cost $100,000 Fee $300 (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars N/A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any:Front 70 6' Rear 66 58' Depth 62' Height 35' Number of Stories 2 Dimensions of same structure with alterations or additions: Front SAME Rear SAME Depth SAME Height SAME Number of Stories SAME 8. Dimensions of entire new construction:Front NIA Rear NIA Depth NIA Height N/A Number of Stories NIA 9. Size of lot:Front 200.06' Rear 208 64' Depth 396.01' 10.Date of Purchase 2015 Name of Former Owner ALAN CARDINALE 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES , NO x 13.Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES x NO 1965 1865 BROADWAY,APT 18B 14.Names of Owner of premises Address NEW YORK,NY 10073 Phone No. Name of Architect STACYPAEIZEL Address PO BOK 478,MArMCKNY Phone No (631)209-2410 Name of Contractor BURGER CONSTRUCTION Address CR 48CUTCHOGUE,NEW YORK Phone No. (631)734-5217 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES x NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES x NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO x *IF YES,PROVIDE A COPY. t3t'iNWIC f).OUldt* STATE OF NEW YORK) Notary Public,Baste of Now York SS: No.01 BU6185050 COUNTY OF SUFFOLK ) Qualified in Suffolk County Commission Expires April 14,�� STACY PAETZEL being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the LANDSCAPE ARCHITECT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. S o to before me this day of VLM 200 t Notary Public Signamm-cif A-p-piicant >1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK I `s PERMIT NO.8919 DATE: NOVEMBER 16,2016 ISSUED TO: SUSAN&IRA AKSELRAD PROPERTY ADDRESS: 4125 NASSAU POINT ROAD,CUTCHOGUE SCTM#1000-111-9-6.4 hP. AUTHORIZATION r 1t Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Boaid of Trustees adopted at the meeting held on November.16,2016,and in consideration of application fee in the sum of$250.00 paid by Susan&Ira Akselrad and subject to the Terms and Conditions as stated in the Resolution, A the Southold Town Board of Trust=authorizes and pennits the following: Wetland Permit to renovate and expand an existing single-family dwelling as follows: construct a second-story over existing first story;construct a+/-6.7'x15.4'two-story addition and a+/-6'x27'raised patio with I Px.9'step on west side of dwelling;remove an existing+/-294 sq.ft.deck and construct a+/-2.7'x27.6'two-story addition at northeasterly comer of dwelling(with stairs from proposed addition to grade,consisting of a+/-7.9'x 3'landing,three steps,+/-6.5'x3'landing, and twelve steps);remove+/-3.5'x9 4'portion of slate patio and maintain remaining portion of patio on north side of house with+/-25 sq.ft.of additional on-grade patio,construct a+/-10'x24'one-story garage addition to west side of dwelling with a:L3'x24'extension of the new second story above;remove and replace±1 1.8'xi 7.3'portion of existing first-story deck on east side of dwelling with first story addition;maintain±1 I 8'x16.5'portion of existing first-story deck on cast side of dwelling over existing on-grade patio with new outdoor kitchen;and remove±4'x9'portion of existing dwelling, 57.5sq.fl.of steps and 4'x 10'arbor,install drainage system consisting of leaders,gutters,and drywells to contain roof runoff located more than 100'from bluff except for 8'x9'deep drywell located off southeast comer of dwelling;remove primary septic system and install new beyond 100'from top of bluff-,remove existing drywell located adjacent to top of bluff,install pool drywel I for existing 25'x50'swimming pool,and install new water service line to existing 10'x28'pooll house;remove pool house septic system located 13'from bluffand install new pool house sanitary system more than 100' from bluff,maintain as-built bluff stairway consisting of an±8*x8'upper platform,14'x16'stairs,±8'x8'middle platform, and±4"x 19'stairs leading to a±4'x7.5'lower platform with:L3'xi 2'steps to beach,for the existing±233 linear fent of vinyl bulkhead,including±19'and±14'angled end sections; 1,431 sq.&slate pool patio with associated 4.8'wide walks and steps;and existing stone walls are to remain;and with the condition to establish and perpetually maintain a 1,624 sq.ft. variable width non-turfbuffer along the landward edge of the bluffcrest;all as depicted on the site plan prepared by The Raynor Group,P.E.&L.S.,PLLC,last dated on November 8,2016 and stamped approved on November 22,2016;and the site plan prepared by Marshall Paetzel,Landscape Architecture dated November 17,2016,and stamped approved on November 22,2016. IN WITNESS WHEREOF,the said Board of rustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. J- CIO % X Michael J. Domino,President ��0f SOUj�o Town Hall Annex John M.Bredemeyer III,Vice-President �� lO 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold, New York 11971 Glenn Goldsmith G Q ® p Telephone (631) 765-1892 A.Nicholas KrupskiO Fax(631) 765-6641 ��COUPdT`1,�� BOARD OF TOWN TRUSTEES October 18, 2017 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: IRA & SUSAN AKSELRAD 4125 NASSAU POINT ROAD, CUTCHOGUE S CTM#: 1000-111-9-6.4 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 18, 2017: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8919 to renovate the existing 25'x50' swimming pool by installing marble dust, reconfigure interior steps, add automatic cover, and install 5'x12' spa inside pool; replace existing 1,581sq.ft. on-grade masonry patio with new, reconfigured 1,985sq.ft. on-grade masonry patio; install 39sq.ft. masonry steps and 81 sq.ft. masonry steps (with adjacent boulders) down to pool patio; remove and replace in-kind/in-place existing 6'x16.5' wood arbor located over patio; remove existing pool heater and install on-grade concrete pool equipment pad with wood screen panel; remove 81 linear feet of existing masonry wall and construct 72 linear feet of new masonry retaining wall around pool; and replace existing 38 linear feet of existing masonry walls and 161 sq.ft. of masonry steps/landings on slope with 109 linear feet of new masonry retaining walls and 208sq.ft. of new masonry steps/landings. Located: 4125 Nassau Point Road, Cutchogue; and as depicted on the site plan prepared by Marshall Paetzel, Landscape Architecture, dated September 20, 2017, and stamped approved on October 18, 2017. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees FORM NO. 3 r RECEIVED TOWN OF SOUTHOLD JUL 2 9 2016 BUILDING DEPARTMENT. 201YiNG BOARD of APPEALS SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June•21,2016 ' TO: Melissa Cicetti (Akselrad) 172 Beard Street Brooklyn,NY 11231 Please take notice that your application dated June 8,2016: For permit to construct new and legalize"as-built"additions and alterations to dwelling and legalize "as-built"accessory swimming pool Location of property: 4125 Nassau Point Road, Cutcho ague County Tax Map No. 1000—Section 111 Block 9 Lot 6.4 - Is returned herewith and disapproved on the following grounds: The"as-built"accessory swimming pool on this waterfront conforming 75,409 sq. ft. (64,996 sq.ft. buildable land)lot in the Residential R-40 is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard,or in the case of waterfront parcels accessory buildings and structures may be located in the front yard, provided they meet the front yard principal setback requirements. The site plan shows the swimming R001 partially located in the side yard. 1 The proposed additions and alterations are not permitted pursuant to Article XXII Section 280- 116A(1) which states- "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." Site plan shows the proposed construction withArminimum setback of f72' from top of bluff. 2. Lastly,Bulk Schedule re uires a minimum s de an�etback of 15 feet. The as-built deck addition has a minimum side yard setback of f4 feet. 3 Note:All "as built"construction completed before 12115115(L.L.No. 9-2015). Auth edi e 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. BOARD MEMBERS of SO US• Southold Town Hall Leslie Kanes Weisman,Chairperson �� yp 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �p ,^,aa�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'YCOM�`c:`' Southold,NY 11971 http://southoldtown.northfork.net ONING BOARD OF APPEALS 10CT2 4 2016 �� 35 TOWN OF SOUTHOLD OCT 2 4 2016 el.(631)765-1809•Fax(631)765 ��a-9064 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION BUILDING DEPT. MEETING OF OCTOBER 20,2016 TOWN OF SOUTHOLD ZBA FILE#6986 NAN E OF APPLICANT: Ira and Susan Akseirad PROPERTY LOCATION: 4125 Nassau Point Road, Cutchogue,NY 11935 SCTM# 1000-111-9-6.4 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 23, and the Suffolk County Department of Planning issued its reply dated August 26, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L-WRP-DETERMINATION: -This-application was-referred-for-.review-under.Chapter-268,_Waterfzont Consistency- review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 27, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted , as well as the records available , it is their recommendation that the proposed action is INCONSISTENT with the Policy Standards and therefore INCONSISTENT with the LWRP. However,the applicant's design professional,Robert E.Herrmann of En-Consultants,responded to the LWRP's comments by stating that setbacks for the"as built"pool and pool house are not subject of the Notice of Disapproval, and that the pool and pool house were constructed prior to the Town Code amendment in 2015. In addition, Mr. Hermann indicated that the"as built" pool received a Wetlands Permit,No. 8147,which was issued prior to 2013. Accordingly, "as built"construction completed prior to 12/15/15 (L.L.No. 9-2015), even if the action had not received a building permit, only needed variances for distances from the L.I.-Sound,Fisher's Island Sound and Block Island Sound. Subsequently, structures having 75 feet from any water body required Board of Trustee approval pursuant Chapter 275 of the Southold Town Code. Furthermore,Mr.Hermann reported in his letter that the pool and pool house were not damaged during Hurricane's Irene or Sandy. The LWRP does not make reference to the bluff setback of the existing dwelling;therefore,the matters before this Board are consistent with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's property is a conforming 75,409 square foot waterfront parcel located in R-80 Zoning District. The parcel has 104.58 feet of bulkhead frontage on Little Peconic Bay, fronts 200.06 feet along Nassau Point Road, runs 396.01 feet on the North side, and 377.51 feet on the South side. The parcel is improved with a one story frame house, an in-ground pool, a frame pool house, and wood steps down 4 f Pagel 2, October 20,2016 #6986,Akselrad SCTM No. 111-9-6.4 to the beach, as shown on a survey prepared by Nathan Taft Corwin, Land Surveyor, dated July 31, 1997, and last updated June 24,2016. BASIS OF APPLICATION: Request for Variances from Sections_280_- 18; Article XXII, Section 280-116A(1), and the Building Inspector's June 21, 2016,Notice of Disapproval based on an application for a building permif fo construct new and legalize"as-built" accessory in-ground swimming pool, at 1) as built in-ground swimming pool located in other than the code required rear yard, 2) "as-built" deck addition less than the code required minimum side yard setback of 15 feet, 3)proposed additions and alterations located less than the code required 100 feet from the top of the bluff, located at 4125 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue, NY SCTM # 1000-111-9-6.4. RELIEF REQUESTED: The applicant requests variances to 1) legalize an as-built swimming pool partially located in a side yard where code requires accessory structures to be located in the front or rear yards of waterfront properties; 2) Make additions and alterations to an existing residence at+/-72 feet from the top of the bluff where code requires a 100 foot setback; and 3) legalize an "as-built' deck with a side yard setback of+/- 4 feet where code requires a 15 foot side yard setback. ADDITIONAL INFORMATION: The swimming pool and the pool house exist having setbacks of less than 100 feet from the top of the bluff. As mentioned, these structures were built prior to the current town code when only lots adjacent to the Long Island Sound, Fisher Island Sound and Block Island Sound required ZBA setback relief for structures located 100 feet from the top of the bluff. All structures built within 100 feet from top of bluff/bank of all waterways, after December 2015,requires setback relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6,2016 at which time written -and oral evidence-were presented:-Based upon-all-testimony;documentation,-personal_inspection_ofthe_property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Granting of the variances for the side yard location of the"as-built"pool and the bluff setback for the house will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of generally large single-family waterfront homes and the proposed additions and alterations will not change the existing dwelling's bluff setback and will increase the size of the existing home to make it comparable to others in the neighborhood. . The as-built pool is only partially located in a side yard and has a 58 foot side yard setback. This setback is over three times the setback required for a principle structure. Moreover, the subject property slopes substantially downward toward the bluff making the pool difficult to see from the street level. Therefore, the pool's side yard location does not affect the character of the neighborhood. Granting the side yard setback for the "as-built" deck will produce an undesirable change in the character of the neighborhood Although other side yard variances have been granted in the neighborhood, they are much more conforming to the code required setback than the 4 foot setback that the applicant proposes, and the applicant's dwelling has other existing decks in code conforming locations. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant for the side yard location of the "as-built" swimming pool and the bluff setback for the dwelling cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed additions and alterations to,the dwelling maintain the existing bluff setback therefore any alterations completed on the house will require .the benefit of an area variance_ The "as-built" pool is only partially located in a side yard. The benefit sought by the applicant for the Pagel 3,October 20,2016 #6986,Akselrad SCTM No. 111-9-6.4 side yard setback for the "as-built" deck can be achieved by building a deck in a code conforming location. The applicant has a large building area and has built other decks in code conforming locations. 3. Town Law $267-b(3)(b)(3)._11e variances) granted herein are matherati�ally_substatltial_�r-epxeseuting 100%__ relief from the code for the "as- built" pool's non-conforming side yard location. The variance granted for the dwelling's bluff setback is mathematically representing 28% relief from the code. The variance requested for the "as-built"deck's side yard setback would represent 74%relief from the code. However, the dwelling legally exists at 72 feet from the top of the bluff and the "as-built" pool is only partially located in a side yard and has a substantial side yard setback. 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 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 for the dwelling's bluff setback and the "as-built" pool's partial side yard location is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling and pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief for the "as-built" deck is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck while preserving and protecting the character of the neighborhood and the health,safety, and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Schneider, and duly GRANT the variances as applied for the"as-built"pool and the dwelling's bluff setback,and shown on the Architectural plans prepared by Studio Cicetti,Architect, labeled S-1 &2;AE 100-102; 200-203;A 100-103;200- 203, dated May 27,2015; and a site plan stamped by Vincent Guadiello, dated July 26,2016; and the survey by Nathan Taft,LLS dated July 31, 1997 and last updated June 24,2016 DENY as applied for the"as-built"deck side yard setback. J ko �l�,v�5 . SUBJECT TO THE FOLLOWING CONDITIONS: 1)The non-conforming"as-built"deck must be removed before a building permit is issued. 2)The entire property must meet chapter 236 of the Storm Water Management Code. 3)The pool may not be enlarged further into the non-conforming side yard. 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. Pagel 4,October 20,2016 #6986,Akselrad SCTM No. 111-9-6.4 Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan andlor 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, Horning, Schneider(Member Goehringer not present). T 's Resolution was duly adopted (4-0). Les e Kanes Weisman, Chairperson Approved for filing/6/ Q" /2016 BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes'Weisman,Chairperson �� yo 53095 Main Road• P.O.Box 1179 �O l0 Southold,NY 11971-0959 Eric Dantes [ Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COUNSouthold,NY 11971 http://soutlioldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809• Fax(631)765-9064 December 16,2016 Robert Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 RE: Request for De Minimus determination Akselrad#6986,4125 Nassau Point Road,Cutchogue Dear Mr.Herrmann; I have reviewed your letter dated December 4,2016 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision in which you propose to remove the wood deck as required by this Board in our decision, but construct attached wood steps and landing having a side yard setback of less than the pemtitted fi5 feet as-shown-on your site plan prepared by Vincent Gaudiello,P.E., last revised November 8,2016. Based upon the information provided,I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered. Please contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Mnce . tj Leslie Kanes Weisman Chairperson CC: Michael Verity, Chief Building Inspector Of Si'3�jryo� Town Hall Annex Telqpheee(631)765-1802 54375 Main Road -76 S P.O.Box 1179 G r0 enrichertth40Q :n"'' '•s,,' - Southold,NY 11971-0959 Q • �� V 4! OCT 1L 3 2018 - BURDING DEPARTMENT TOWN-OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION " ;p :�, ota REQUESTED BY: , Date: Company Name: Name: r14a 1"tle- License No.: Address: Lh r+A G AJY Phone No.: 3 - - 5 JOBSITE INFORMATION: (*Indicates required information) *Name: �� Strum T/ k Se-1nad *Address: S *Cross Street: ! •�. *Phone No.: i -Permit No.: 1 L/1 Q�d �/I g aU Tax-Map District: 1000 Section: ( , Block: 09, ( ) Lot: CMN *BRIEF DESCRIPTION OF WORK/(Please Print Clearly) r _IVB 1 Pcrr'AJ _ . ��n�\1G�lb vN 6T 0001 s�Se r (Please Circle All That Apply) Is job ready for inspection: YE NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Seryice Overhead Additional Information: PAYMENT DUE WITH APPLICATION o l7 82-Request for inspection Form 1 III 1 i N/F JONI & JONATHAN SPENCER DWELLING W/ PUBLIC WATER FOR S.C.D.H.S. USE ONLY HOUSE POOL ±2.7'x27.6' TWO STORY ADDITION ±4.5'x6' STEPS ONTO WOOD DECK DRAINAGE CALCULATIONS: ±3.6'x20' PORTION OF WOOD DECK TO BE REMOVED N ±4'x9' PORTION OF EXISTING RESIDENCE TO BE REMOVED EXISTING WOOD ARBOR TO BE REMOVED DRAINAGE AREA 1 GRADE EL.: ±66' EXISTING ONE STORY FRAME HOUSE WITH REMOVE AND REPLACE O „ PROPOSED SECOND STORY ADDITION ABOVE ±22 S.F. of STEPS WITH EXISTING CESSPOOLS TO BE ABANDONED AND N O STONE DRIVE: 217 S.F. X 0.6 X 2 = 21.7 C.F. 4,7' SILT SAND WITH GRAVEL (SM) ±10'x24' ONE STORY ADDITION TO EXISTING GARAGE WITH ±3'x24' ON-GRADE SLATE PATIO REMOVED IN A CORDANCE WITH S.C.D.H.S. 57.5 S.F. OF S Ps v to ASPHALT DRIVE: 1,464 S.F. X 1.0 X 2" = 244.0 C.F. EXTENSION OF NEW SECOND STORY TO REPLACE ROOF OVERHANG EXISTING TO BE REMOVED STANDARDS ..--• ROOF: 2,351 S.F. X 1.0 X 2" = 391.8 C.F. ON-GRADE ±198 S.F. OF EXISTING PATIO & WALK: 745 S.F. X 1.0 X 2" = 124.1 C.F. EL. 61.3' PROPOSED ON-GRADE SLATE PATIO SLATE PATIO J' FE WOOD DECK TO REMAIN WOOD FENCE o W r� Q, U .J, n n r TOTAL = 781.6 C.F. TO REMAIN c c. T, :., o r r N/F PHYLLIS VANDYNE ��'"yam ~I " N "' °' `' m m USE (2) 8 DIA. X 9.5 DEEP DRYWELLS = 802.3 C.F. f fi f n WOOD FU 01 N 78°36 50 E i 396.01 , OSE�R a o 67 RBOR ANK i` ROW WALK DECK VACANT 6q DGE o•2'N. DRAINAGE AREA 2 6 ^� 0-L.'Ni/S. ^^^ ��^ STONE DRIVE: 3,907 S.F. X 0.6 X 2 = 390.7 C.F. ? - �-"....-�.� cam...- -��.�., F-, v `ROW OF . . ^ S z o TREES ^/ WOOD WA K n COARSE SAND WITH t z _ 66' 1.0 S, ' ' - 12 3 \ UNDERGROUND ELECTRIC LINE ANE SLATE C.,WALL 4 LANDSCAPING: 2,229 S.F. X 0.2 X 2 = 74.3 C.F. GRAVEL (SP) N TANK ��. 31' �,�/ � ' , ;1 I ; ! ; I �1 TOTAL = 465.0 C.F. EXISTING 4 DIA. X 2 DEEP 9 i \ PROPOSED AC UNITS: ,,. y.- I I �� ' USE (2) 8 DIA. X 6' DEEP DRYWELLS = 506.7 C.F. ' \ DRYWELL TO BE REMOVED ' N; AND REPLACED WITH (2) 8",. QW r o \ i I i (n �{ f \ DIA. X 9.5' DEEP DRYWELLS I DRAINAGE AREA 3 sp a I I I I I ROOF & PATIO: 1,823 S.F. X 1.0 X 2" 303.8 C.F: S'` RAIN 15.8' o EL. 49' I PROPOSED GENERATOR yq�r N ,� I I m = cft \ o ; _� ! I I j 1 ° STEPS & WALK: 214 S.F. X 1.0 X 2" 35.7 C.F. TEST HOLE 1 �o' �' ~` ` = 1 ' ' ; I ; ! ! I 00 00 = 339.5 C.F. TOTAL I �, �, w Q USE 1 8 I = DUG BY SHAWN M. BARRON, M.S. I y URB o �' O DIA. X 9 DEEP DRYWELL 380.1 C.F. MARCH 15, 2016 c 25.z I ut-`�+ - DJ i i i Iv (17' - NO G.W. ENCO'.'NTERED) r� w EAG\UM BLOC \ r Q Z f58' - - - ! ; ,- DRAINAGE AREA 4 X W., B " ROOF OVER SLATE I O % I , I I I V - v, i rri POOL HOUSE: 314 S.F. X 1.0 X 2" 52.3 C.F. �I \ LAMP �I'� � '1 �r rT1 I ^I I , I I - ,' ., I � ' I n f z aoco�k ro POST i; ,P�. ` � I o�, ", i I I POOL BACKWASH: 1 250 S.F. X 1.0 X 2 = 208.3 C.F. R0^ cuRe pVERHANG ±6.7x1,5.4'TW0 0, Z o 12.0 - -!- - I I I I I _ / J�'P .. 0 BE REMOVED ')STORY ADDITION o v �� - - T f -'-! - - _ I ;';,-T a 1,' I I TOTAL 260.6 C.F. t 125' --i D / r' I I N \ - - - ! ' -i = I USE (1) 8' DIA. X 7' DEEP DRYWELL = 295.6 C.F. {'rn m / -� PROPO D SANITARY SYSTEM 0,9 j, :S'I r siaTe`' s.T o �'� `. - - i - P FFN (10) BEDROOMS Dq 1 q g �� ?j ` IDI` // oJ� ONE (1) 2,500``GAL. SEPTIC TANK 2 , HLT a' ,'r` I r�i- r -too.o'- _ - - - - a ! :&oo 'STEPS, I / ITI z I U Q� AND TWO (2) 8', IA. BY 12' DEEP _ \\ - �, -� ._,F �h s _ ro w 1- - - - - I I SETBACK LEGEND SANITARY LEAC�ING POOLS WITH r O 20.2' 1� c /' / (� I z" ROOM FOR 50% EXPANSION ST I o`� t76'' �/ -E- -tz2'- -� m IN _- _ 1 :, O Z r<t t1j.8'xi7.3' PORTION OF ExIST1NG 1ST a'� l :' I oa REPLACE isr? omr ADnmN.AND 4 / I F . ; --: o' Q i EXISTING J'A 1 1 1 I C DRAINAGE W ;' EWIsTuvc o o 0 e '� � . o WATER 1 p ±11.8'x16.5' PORTION OF;fl(ISTING ! a 11 l l l -E-±22'--i I � AREA LINE ---- WER u---"E-�, �_I �,: ? I � � STORY WOOD DECK TO REMAIN I . I I PROPOSED m ' m EXISTING _ // OVER ON-GRADE SLATE PATIO TO' � ,-I ' � I O IRRIGATION WELL POST - �� v 52.0' /. REMAIN WITH NEW'OUIDOOR'KRCHEN L I I I I I : ! _ TO REMAIN LP 00 - - - - t75 I .._ - f189' a ONC. WALL " ,^ -DIMIr - t� I v � ILILJ SL� AIR COND PROPOSED.B DU / 3� PO5T I C F -_� I O� .> Ut SLATE;.; I -i X 9' DEEP DRYWELL = , I ! ! ! I III I y OWNER AND APPLICANT: N/F EDWARD F. & = EXISTING WATER Dw �� ILO , ! CL 4.8 WIDE STEPS AND P ' SLATE'S PS. MARY E. WERNER o PROPOSED 8 OIA. X 6 LINE TO BE a �' J WALK f0 REMAIN IRA & SUSAN AKSELRAD a' �r" DEEP, DRYWELLS (CONNECT, l- p ELOCATED DWELLING WITH SANITARY AND TO EXISTING DRAIN) - DRP1N EXISTING 14' DIA I 1965 BROADWAY APT. 18B I ,,, w �' ;. '` I , WELL GREATER THAN 150' AWAY .< e \ EXP J,/ w ,; i'r NEW YORK, NY 10023 -'' "' ® I I z fLC�UM B � r5 ,A PROPOSED , � sT E At_L �� , '4' .DEEP .DaYW�LL: ; I I I I Z D T �OoK ou WATER LINE TO r. ;T0'BE kEMOVEb : o N RB I 4.8' .-- GATE,• i I Cu SITE DATA: o-� \ EXISTING FRAME i OI i n TYP. POOL HOUSE , ,� ,5 1' ,s. t c I I I I I I I I I I I 0 T W !os I GAZEBO TO REMAIN g:,' :h' O 409 S.F. 1.731 ACRES �' m �aM A ;; i, Z c� ( ) LOT AREA: 75, ?: _ D 'RRI \ /' ; L. o I I = 64,996 S.F. BUILDABLE LAND LOT AREA LANDWARD OF BLUFF) D I Cu I �anaN QW DW " -- w ! '' O y^r'' I AREA WITHIN' 0 N z`� ^ ° ( !� � / f' DW / 5 ,'ESTABLISHED�'TOP OF E. ;.. ., PROPOSED.8' DIA. X r �!r o i'r 1 _... / i 1 z I; i I I ',MAINTAINED ASSOAND i ZONING NOTE: / PROPOSED WATER LIN 1 7 DEEP DRYWELL I 3, o' I NO URF BUFFER S Cn THE SUBJECT PARCEL IS LOCATED WITHIN THE R-40 ZONING j v �' m , N I ! I "'J G 4' DIA k 2' DE J I EXISTING INGROUN DISTRICT AND IS SUBJECT TO THE FOLLOWING DIMENSIONAL REGULATIONS. i I, I POOL TO REMAIN /' II m o % - EXISTIN EP z;:> y ,, 1 I I I ! I 1z / EXISTING EDGE DRYWELL TO BE REMOVED `' I c ! rri MINIMUM LOT SIZE: 40,000 S.F. f mDRAIN OF CLEARING- MINIMUM ! ., r MINIMUM LOT WIDTH: 150' - - _ I i r 1 �•4pi �T,-r-- '-�-i MINIMUM LOT DEPTH: 175 EXP �, \ r r �I l'�' 1 j; r�k t i 'l r 4..•� w I ( i i I I ' I G� I I ' I ! , MAXIMUM HEIGHT: ST �\ 1= SLATE PATIO I '� , I ,r I m I I STORIES: 2.5 I '0 ' PROPOSED SEASONAL SANITARY SYSTEM ,H I' I I ' J "'�r \w wood'ARao ! '`'! fir'; EX. 1,431 S.F., I ! ; III ! �� ' I i i ! I �'; TIDAL WETLANDS BOUNDARY EQUALS SEAWARD HEIGHT: 35 m / ONE (1) 1,000 GAL. SEPTIC TANK AND ONE SL� s o"F" ss (' " ON-GRADE,SLATE FACE OF BULKHEAD AS DETERMINED BY SETBACK FROM - '. , �< r BY r DEEP LEACHING :F TONE s9ry?a� 16.6ti� ; I . ! I I I ! EN-CONSULTANTS, 05-10-2016 CREST OF DUNE: 100 :', i (1) POOL,WI H R OM FOR 50% EXPANSION ANSION G"F o Zo NATIO TO REMAIN , �� £ , - PROPOSED EDGE OF-CLEARING o j/ 28.8 p - - - - MINIMUM YARDS: I /�'- WOODED AREA CHIMNEYu POOL _ -" _ ov I -+ 1��1'' I=�', - I I I Oo � , + )_ - - - FRONT: 50' \ \ i - - f POOL EQUIPMENT LOCATED HEATER �� o I I i I I I v SIDE, FOR ONE: 15' y WITHIN POOL HOUSE I X33 � � I I o/' A ' � _ �- -• I.-- , � PROPdSEb' PROJECT'LIM IN'G F NCE � SIDE, TOTAL FOR BOTH: 35' I N / - 1 � Ln REAR: 50' f NG EDGE O (PRO PROPOSED 8Ix7H DRRYWELL) `` -I E OFXISTICLEARING (AfEAI OF'DISTURBANCE: 311008 �.FI)I I O o TOTAL LOT COVERAGE: 01 F FOR A LOT HAVING AN AREA OF 64,996 S.F. 4= Pu,PI FENCE ' FENCE FENCE ER FENCE- PIPE / MAXIMUM LOT COVERAGE = 20% I ,; ' o ' 64,996 S.F. x 20% = 12,999.2 S.F. FOUND 0.4 N. _ _X - X-K--Xr�- -x -x F-x--� ^ BLKH. .j r t 0.3'N. f 71 -- - CONC. MON. /x/ > '6' .� -_F, ,k� -_6q C� WALE_I r,:1 SET G1 s 1 r 9 ? �, 6 0.9'S. WOOD RETAINING WA 1.0'S. LOT COVERAGE TABLE (BUILDABLE LAND) N/F JAMES uM eL CK culla r MARY ELLEN DUFFY qr EXISTING ONE STORY SEASONAL POOL HOUSE STRUCTURE EXISTING (S.F.) PROPOSED (S.F.) ( , S 7 8°3 6 f 5 0 ff W 3 7 7.51 f (INTERIOR To BE REMODELED) .� VACANT F. FL EL.: 51.2' G.F.A.: 316 S.F. DWELLING 3553.0 (5.46%) 3,781.3 (5.82%) O EXISTING CESSPOOL TO BE ABANDONED to DECK 716.6 (1.10%) 416.1 (0.64%) AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS = POOL 1396.6 (2.15%) 1,396.6 (2.15%) POOL HOUSE 314.0 (0.48%) 314.0 (0.48%) STEPS 432.3 (0.67%) 374.6 (0.58%) Bldg Dept copy from ZBA GAZEBO 110.5 (0.17%) 110.5 (0.17%) Final revi#1 �Ob ments ZBA File # Date: 10/ l ARBORS 146.2 (0.22%) 102.3 (0.16%) 1� }�S ��( �` S IDS,�14r� TOTAL 6,669.2 (10.26%) 6,495.4 (9.99%) HOUSE N/F MICHAEL & DARYL MALTFR DWELLING W/ PUBLIC WATER �eC°� �2NIQD SITE PLAN L101 PREPARED BY STUDIO CICETTI ARCHITECT PC 0 GARAGE e� GS►►�-. WAS USED FOR THESE CALCULATIONS. to GROSS FLOOR AREAS: EXISTING G.F.A.: 4,915 S.F. PROPOSED G.F.A.: 8,904 S.F. 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG POOL HOUSE G.F.A.: 316 S.F. DATE BY DESCRIPTION APPRVD REVISIONS ABOVE AREAS PROVIDED BY STUDIO CICETTI ARCHITECT PC. IRA & SUSAN AKSELRAD N/F JOAN D. KUBEC 1965 BROADWAY,APT.18B DWELLING W/ WELL NEW YORK,NY 10023 GREATER THAN 150' AWAY AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. CARPENTER R O A D TAX MAP NO.:1000-111.00 09.00 006.004 NOTES: I \ THE EXISTING SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON A SURVEY ��0 -C'� /1/ SITE PLAN OF LOTS 25 & 26, AMENDED MAP A OF NASSAU POINT, PREPARED BY NATHAN T. CORWIN III LAND SURVEYOR, P.C., LAST DATED MARCH 07, 2016. ,�� THE RAYNOR GROUP,P.E.&L.S.PLLC 1/ J` ^�>~^ <<G ' " SURVEYORS CIVIL ENGINEERS SITE PLANNERS SUBDIVISION INFORMATION: THE REFERENCED PARCEL IS LOTS 25 & 26 OF THE DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 AMENDED MAP A OF NASSAU POINT, FILE NO. 156, FILED AUGUST 16, 1922. SCALE: 1" = 20' � �, ,`` ` ; �':f DESIGNED BY: VAG SCALE: 1"=20' DWG.NO. 0' 20' 40' 60' `� O73r3nN �q�e3 ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON N.A.V.D. 88. DRAWN BY: �TH DATE: 05/20/2016 vwG' uIA]ELCo APPROVED BY: VAG FILE NO.: 3232 PROFFSSIONAL ENGINFFR NO.073544 I/ \\ \\ \ I � I 01 in 1 I I I, ' ; / -Al I ' I ! 1 / \\ \\ \\ I -7 O s V CT (� 01 ^ i I I , I I I 1 I ! ' 1 1 X I I ! .�.. v � O 7 + I ! 1 I I ! I , I I ! I I I I I I I I I N 78°36'50"E rn rn ! ! I 1 I I I 1 1 ,^ \ \ \ I I I I 1 I I I I v i C 01 I 1 I 1 I I 'A �y ! .•. I I I I , ! ! I I ' I I 1 I ! 9� °r 396.01' �/ I I A , / A r 1 ! W ! W 1 I W I I I N 1 1 N ! ? AKSELRAD 16' J N I Ilyl, (O / 1 I 1 I I I I + v + I 11 I ! I I �411 11 I I I `� I I I 1E 11,7 y , i ! ! i ! + I I I I i �� \\\ I! Ii, ;I ; ! 11 ( ; ; ; RESIDENCE 1 \\\'\ I + 4125 Nassau Point Road I I I 11 I I Cutchogue, New York / , I ! I / \\�, / I I I I I I I I 1 1 1 I I ' I 1 1 I I I , ! 1 O ' ! / ' , ' I I I I I i! I I I 1 I I I I I 1 I I , , I I I I � � I I 1 I I I I I I I I ! \ / - \ I I I ! ; / \ I I II I , I I I I 1 I I I 1 I I 1 I I f I 1 I I I 1 I ' I + / - I I ' I I / / \ \ ,' \ I I 1 + I I I I I 1 I ! I I I I I I I 1 I ; I I 1 I I � \ 1 + 1\ \ ! I I I '� /� I,\ I ! I I I ! ! ! I I ! I I 1 ! I I I I 1 ! I I I ! I I I I / 1 1 I 1 I I I I ! I 1 I \ I I, ' I 11 /' / \� I ' I I I 1 ! I I I I I I I --- I + I I 1= 1 , �' C'; I _L.-____, 1 II I 1 I ! I I I ! I 1 I , I I I I i , I I ! I I I , ' ! ' ' ! I , , � I I I I 1 I I I I 1 I I I I I I I I I 1 1 ' 1 I - __-_-/ I ! I I I I - I 1 I I I I I ! ! I I I I I I I t I 1 I I 1 I I \ 1 ! - -- I I I ,' I I ! I I I I I I 1 I I I ! _ I 1 I 1 r/ / I I I ! I ! 1 ! I I I I I I I + I I '� \ 1 I 1 I , II f r I I I , 1 I ! 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I 1 I I I I I I I 1 , `\ \ , I 1 1 , ,' I I I I I I I I I I 1 , I I I I ! 1 I I I I I / \ \ I I 1 1 I I / l / it 1 I I I I ! , I I I ! 1 , I I I I I I ! I I I I ' \ \ , 1 I I l I 1 I I I I 1 1 ! I ! I ! I I I I ! I I 1 I I NORTH FORK HAMPTONS \ \ , 1 + , / , , I 1 I f I ! ! 1 I 1 I 1 I I I 1 I 1 I ! I -_---- I / 1 I , / , I I I I 1 I 1 1 I I I i I I I I I I , I I I 1, + I I ! I 1 1 ! + ! I I I I , I I I ' I I I 5175 Route 58 PO Box 1397 i' , � I 1 / / I ! I I 1 I , , I l� � � , 1 I I I I I ( I I � � I 1 / ! 1 i I I _ I I 11 I I I I ! I I I 1 ! I I , I I I I I I I I 1 I 7 I ! - 1 - � � ' + /' ' /' I I ! , , , + , I I I I I I , 1 I I I I I I , ! , , , Mattituck,NY 11952 530 Montauk Hwy,#203 i - I ; /l ,l I ; j +' + i phone: (631)209-2410 Ama ansett,NY 11930 '\ 1 / 1 11 , , ; l , , I I , I I ; I 1 I I I I I 1 I I 1 I I 1 I 1 I 1 g /" \\ I I / I' I I I I I I I I 1 I I / + I I I I + I 1 I / ! \`\\ d _ I I , ,ll ! ! r ! 1 /r LU 1 I I I I I I ! I I I ' / I / / , I I I ! I I I ! I I I ! I I ! I I 1 I ! ' 1 fox: (631)315-5000 I , ! I ! I I I 1 ! 1 1 1 1 ! 1 I I _ I I I 1 I LL I I , ! 1 � ! ! ! I ' I I I I I email: mail@mplastudio.com / 1 , 1 I I I ; I I ! 1 I/ , I I I I 1 ! I 1 I I � I I ! I I I I I I I I ' I I I ! I + 1 _ I I I 1 1 I \ ! I I ! I I I I I I I I I - I ' ! I I , I I ! I I 1 I I I I ' I I I i I 1 , ! I I 1 I I LL ! 1 I ! I ! I ! I 1 I I ; I I I I ! I ; I I I I', I , I , 1 1 I 1 1 1 I I 1 , 1 ; I I I ! I I I , 1 1 I ' + ARCHITECT: /' D I I ! 1 I YY.�LL I I 1 I I I f I 1 I I I , , + I I I 1 I I ! i EXISTING \I- ! ; ; ! ; I I ; I , I I I ! I I I ! I 1 ! I I' RESIDENCE _ I ! PrLANTING ; LAWN Z i 1 ; ; ! ! I I 1 I I CXISTING \1 I I I I I 1 I I ' ' ' ' 1 ' ! I I ! ' I I 1 + 1 \ I I I I Studio Cicetti Architect P.C. ' \ ; 1 I 1 ! I ! I 11 I 1 1 172 Beard Street I I ' ! , I \',� ! + I I I I I I I I I I I I I I I f ! I I I I I - !, 1 I , I i I � I Z I , i II ' I rl I I I I I ! 1 I+ I I I I I I ! I I , I Brooklyn, NY 11231 ! 1 I Office: (718) 875-1460 \ I I I , \ I I I I I \ , ' 'I ' I I 11 I II I I I ; ! 1 1 I I i I 1 ! ! I I I 1 I 1 1 \ \ - I \ I I I I , I I I I I I I ! I ; I I I I + I I I 1 I + I I 1 I I ! I ! I \ I I I ' I I I I I ! , I I I I I I I ! I I ! I I I I I , I ! I I - ! PROPOSED ,� I I I 11 ! _ I I I I ! SURVEYOR: I `, I 1 1 1 I I 1 1 I I I I I ' I The Raynor Group, P.E. & L.S. PLL -- - - 1 POOLCODE 1 1 + 1 , 1 1 1 \ I \ 1 I , I I \ ''I II 11 I I ; ! I I , \ COMPLIANT ' I 1 , 'I , I I I 1 I I I I I I I ! , I - _ \ , ! I I I I I ! ; I I I I I I I I I I I Y p, C 1 I I I FENCE TYP. 1 I , 1 1 ! I I I 1 I I I I 1 ! ' t I ! I 1 , I ! \ 1 I I I I I I I 'II I I I i I I I I I I I I I I , I I I I , 1 / 1 ( ) , 1 , I I I 1 I 1 P.O. Box 720 ' I D \ ' I r ' ! ! �, I I I I ! ' ! + I I I I , I 1 I I I I I 1 I I Water Mill, NY 11976 I I I ; I 1 I I 1 I I I I I I I Office: (631) 726-7600 EXISTING ! I 1 , ! I ! , - 1 I ! ', ! I I I I I f i I I I I - _ DRIVEWAY I 11 PROPOSED - I I I I POOLCODE I I I I ' ; 1 1 I % h I i ; I COMPLIANT ; ! , , I I I I + ' , GATE EXISTING ! I I I I -_-- -- - ------ --- - i i ; i LANDINGS ANb ' i i I i I I I I I I I , I I I I ' I I ! I I 1 , - - D , n , / ! I STEPS(I I 1 1 I I I I I I ! ! I 1 I /' I' I I --"" _ - 1 1 ! \ ! i ! I ! ! I ! ! ! I 1 1 I ! I I _ 1 / I - A EXISTING 101 L.F. \ ' 1 1 I ! I I I i I I 1 1 + / I / ✓ �. 1 1 I 1 1 1 I 1 I 1 I I I ! ! I ! ! , , I I h % ) Y I I I p 1 1 MASONRY WALLS =i i i i i i i i i I 1 i i i i = I I / 1 i 1 1 1 ' 1 1 TO REMAIN I 1 1 I I 1 I 11 I I , I I ! ! / ! ! 11'.1 J i 1 i I Ex. - I 11 A X \ I 1 I I i i I i � i i I I p AC / / /- 11 i i I ! i I I I i i � I I 1 i 1 I I i I i i c° , - I 1_j / / / / / , \ I 1 I I I I 1 ! ! I I I I / / ! ,1 ! \ ! ' , I ! I 1 I t I I I I I ! I I PROPOSED 81 S.F. / / / / \�1'� I/ ! i ! i ; MASONRY STEPS+ I 1,�\ / ' I i i i 1 i i i ' i ; i SITE DATA: - - _ _ - BouLDERs ,-� / , , ,� I ; ; I I I ; ; 1 , ; I I I I , I I ; SCTM#: 1000-111-09-006.004 / — ----- sa- '\ / - � 1 ; ; ; 1 1 ' 1 Lot Area: 75,409 sf (or 1.731 acres) , _' - -- -- , _ - / \ 1 I 1 I I ; ! I ! ! ! 1 I I I I I ! I I I I MASONRY % ---- -- STEPISG LANDINGS -- , ; i i i i I _ - - I I ! ! , / - - I I I I I I I ! t I 1 I I I I _ / \ I , I ! � I ! , I I TO REMAIN --- I - = \ / ® I _ _- i ` _ PROPOSED , I ! , i i 1 I ; 1 i I i ! i ; i 1 1 I NOTES: / - ---_ - - + � I \\ I i I I I I ! I I ; I I ! ! I ! ' I 1 1 I I 1 1 ' 1 1 I I �' 109 L.F.OF MASONRY I I I __ /' - 1. `\ RETAINING WALLS+ (65) EXISTING _ " - -�- ';", EXISTING 208 S.F.MASONRY 'I ,�\ ' 1 ' I I i i i i i i i ! ; i i i i 1. Base map information based on survey GAZEBO EXISTING 81 L.F.MASONRY ;-: 1 I ; i ; i / ,WALLTO BE REMOVED - 1 - __ __ , • ' STEPS/LANDINGS TO i ; I i i I i I I prepared by The Raynor Group, P.E. 8, L.S. _ , , 38 L.F.OF MASONRY . - -- --------_-_-- i RETAINING WALLS+` �'. I REPLACE EXISTING 'I ; ! ! ; ! I 1 i i � i ! i 1 i i i i i I ; I PLLC last dated 12/21/2016. . ,' ! ' ' ' I ! I I I I 1 I I I I I I 1 1 I 1 I , ! I m PROPOSED 72 L.F. _---_--- ---- 161 S.F.MASONRY; ;'; `, \ 2. This drawingis for the purpose of MASONRY RETAINING ' ' ' I ', ; ; ; , I 1 1 ! ; p p STEPS/LANDINGS 1 1 1 1 1 1 , I CONSTRUCTION. (TY > ,-' TO BE REMOVED ' ; 'I I, - ! ; I I I I I I I I ; ; ; ; , m obtaining permits only. NOT FOR WALL P. / , , , / 1' �-- •-ter.-- ,�--�.-��. ------ - - --- - I 1 \ ' I I ; I I ! I I I I I 1 / / t , - , I ! I , I I I I I 1 I ! 1 ! I 1 I I I I I I 1 1 I ! I I I I + I I 1 1 1 3 Unauthorized t al r f Ie a Ion of th' IIs Ian - 1is a RYWELL \ I _- PROPOSED 8'X T POOL"D - � I I i i ! p -- _- I I I ! I ! rn __------ - - - - -_ AS PER SITE PLAN PREPARED BY THE i I_ r ----------------- - - - - I \ ` ; , i ! ; ; ! 1 ! 1 I ; I 1 ; i violation of NYSE 1 ----- -- -_----- ' 1 _ // / !..'. - -- --- - -----------------------------.----- i I ' I I I I 1 t ! ( I , ! ! ' I - -- RAYNOR GROUP LAST DATED 12/21/2016 \ M , ! I I Education Law. _ �- . t /' I r I ! ! 1 ! ! 1 I I r I 1 ' I I I I I I I I I ` _ /� , I ( I PROPOSED I I I ; I \ I 1 I i I ! I ! ! ! ! I I 1 , I I - - . ( PD-1 / / / I I 1 .I I Il ; ! X 1 \ I \ , 1 1 I I ' I I I 1 ! 1 ; ; I ! I � I I � 1 1 1 I- / / r. 1 1 4'-9"X 12'-0"SPA / + I I I I I DESCRIPTION OF POOL RENOVATION: ' -- -- -- - / 1 , 1. . y , / !EXISTING I ! 1\ 1 I I I 1 t I I I 1 ! I i I I �-\ /_, // ,' I I 1. '! j r I , , \ l l l l l I I I 1 I I I ! '' ! I ',.,'1 i r PLANTING I 1 \ ! 1, I I I I I I I I I I 1 1 1 1 1 p - " J __ I I ! I 1 I I , Ad new pool wall within limits of existing / I , pool. d -- ' f \ w n -- -- _ I \ i \ ' ! i ! M 2. Add hot tub within existing pooL. ALL EXISTING POOL , ' I/ ! \I i i i i i I ' , , 1 i I EXISTING 25 X 50 GUNITE POOL I I I I ' ' ' I ' I ' ! g p p 3. Reconfigure steps inside pool and add ' i WALLS TO REMAIN + i 1 \ I 1 interior deep end bench. r - - /` I /' /' ; - PROPOSED POOL WALL 1 I I TO BE RENOVATED IN-PLACE , ,I 1 ,\ , ,1 I I i , 1 ; I ; , 1 I , 10 11- WITH NEW INTERIOR SPA I 1 4.Marbledust pool. 5. Replace pool filter and heater an repair 6rX 6 TILE FACING - ,i I I I I I I I I I I I / , I I. I '1 , I , I I I 1 I I I I I I I I 1 p p d epal ' 1.'. SEE NOTES FOR DESCRIPTION I I.`;'.'.'':',' \\ 1 i i ( i I 11 I 1 ' ' PROPOSED 39 S.F. - j r 1 '\ EXISTING I I I I I I in' '-/ / ` I I // MASONRY STEPS+ I'.';'., I '" ,'.„ 1 1 I I ! I OF PROPOSED RENOVATION ",,,..x. LAWN , 1 I I I I 1 1 ! I I 1 ) ;:. . .; '; , , "'' \ I I I 1 O plumbing as needed. 3 BOULDERS - 1 I I I + ", i i Note:All improvements to existing pool will ° , _- - - ! � / / I i fe ; , I I s21 s 1 i i occur within existing footprint.All existing J WA1ER UNE _- I i I iI I 11 II ! . - - 1 w I I I I 1 pool walls to remain. / / / a -- ----- .: U -' ` \ <" I`'` - - - - - --- ------- --- ----_- '`\ \ \ \\ 1.J ! 1 ; 1 ; I ! ! I I i ! ; ' - _-�-;=�—'_ �-7--__'______—-- - _—_- — ' ` . . . . . . m REVISIONS 3 BARS CONT. ' 1 DATE DESCRIPTION L>! / \ \, \ '\ / � \ \\ \ � 1 ! I I I ! � I , I I I I I 1 1 i I I I I I BOND BEAM ALL •• i ' _ \ \ '�, \ \ I I I I I I I I ! 1 '.EXISTING1581S.F.ON-GRADE'•,. \\ 1 I ; AROUND TIES 10 o.c. 0 I I 1 Q . . . I I 1 I I ! MASONRY PATIO TO BE REPLACED'' ,� ' I ' I I I I ! ! ! MARBLE DUST FlNISH - --__ \ \ i ! i i i i I I 11 ' I I ;! i 1 i . , . . . . . . WITH 1985 S.F.ON GRADE '. .' MASONRY PATIO O ! I 1 11 1 1 1 I \ \ 4 \ 1..`... \ \ \ \ I I ! I I I I I I I I I I ! I t I I I \ EDGE OF PROPOSED . . .' - ',',' '. .' ' #4 STEEL REINFOFCED 1 \ in MASONRY PATIO �F ; ; ; I ! ! RADIUS VARIES 6r 10 24r -- --- ---------------- - - - - - _ "X ='1 "W f�1 PRp'P?9 \ 1 ! i ; i i 1 1 I i i i ! ; ! i ' ! ; 1 1 ! 1 rn #4 BARS • r- » �- » EXISTING 16'6 5 0 OOD . r. , \ OSED \ I 11 I I I I I ; i i 11 i ; i 1 i �/�+ ON SHALLOW END DEPTH <5 0 >5 0 - ��',�. . — r -I - ARBOR TO BE REM©VED AND 1?8 I; i 1 I I I , I 11 1 25 AND UP ON DEEP END » » \ \ REPLACED(IN-KIND/IIN-PLACE) ExIST 11 ' 1 1 1 , i i , I i I I I .a \ \ - IN \ 1 ! 1 ! I I I I I I I I I I I + HORIZ. 10 o.c. 10 o.c. c » » _ PROPOStED WOOD i ', 1 1 I 1 1 1 -\ ' 1 1 I • __ SCREENVERT. 1- O.C. _ 5 O.0 _—_ I I I 1 I ' • � EDGE OF EXISTIN � I •.. » MASONRY PATIO G ' I FLOOR 10 o.c. EACH WAY EXISTING I I I I I I s e a l \ EQUIPMAENT PAD / \ _—I__ \ TO BE REMOVED �f \\ I I i I 1 —-- ---- — j POOL HOUSE \ , , I I + ,-- THICKNESS TO 8 MIN. 1 ! i 1 i i i ; i i C, r r \\ I I I I 1 1 I 1 I I I I ��' " 1 U C4, TYPICAL GUNITE POOL WALL SECTION - , '. . ` \\ II I I I , 'I I I , I I I I I , ! , I I I t�� SHq� A 9 1 1 I I I I I I I I I I I I 1 I 1 I I 1 I V oa l i ! ! f ! ! ! ,I I ! I � I I 1 I I I I I I I I ! � y I 1 ! I I I I I I , I I I ! V '9 NO SCALE - - , 1 - \ \ 1 , i I! I 1 i I F� I I I ! I I I \ I I I 1 1 m J EXISTING POOL \ I I '1 I I I I I I I � _ ' HEATER TO BE \ I ! t i . I I ', I. i i i i i i 1 1 , I ; ' i I ' I i co EXISTING PROJECT \\ ! i I 1 1 ' I , , 1 ! I I ; I I �' REMOVED ' ! , I ! I ! , I , I I I ! I I I I ' \ LIMITING FENCE / I I I ! I I { !I I I I I I I I I I �,•, - - - SEE SITE PLAN PREPARED - \ i Y ( I I ! I I I S, O 1 K E I MAP --- - - - - - -- -- - BY THE RAYNOR GROUP \\ I � ! 1 I 1 ! i ; 1 ' i 1 i I i i i i i i , ! i 9T C i E q Q` LAST DATED 1 2/2 112 0 1 6 \ \ i ; 1 i ! I I I I I I I I ; i ! 1 1 i �1•1� �� - - - -- - ) \ I I I I , ! I I ! I 1 I I 1 , I I I I , F r \ \-- - - \ \ 1 , I I ! I , I ! , I' I , 1 ! 1 I I o/- NEVV SCALE: 1 = 60-0 i - - , I I I ; ; ; ; i 1 I i ---_ -- - -_ .\ I I I I I 1 I I I I I I I I I I I I I A I I - - _ \ I I ! 1 I I I ; 1 1 — — — — — — I - - - - ---- - . , I ; 1 I I I I � I 1 ' ' I i ! I I I ' 1 i I + M _ - - - - � - ----- --- _ \ \ ;11 I ! I I I I I ' � � ; I i I I 'I 1 ' , I i I I 1 TITLE: --- - � I --- 28'-3" 58'-8" 42'-8" \ \_ \ �, I 1, III Q I '11, . . - - \_ \ ,I' 1' 1 1 1 I 1 1 ' I I 1 I I I I i I I I I 1 ! !' ,I I ! I SWIMMING r � / - - \ \ I I I I I I I 1 tt Q + 1 - - - - - - - - _ _ \ - -_ \\ l l ' �' I l 11 I I' 1` I I I I ' , ! , , I I I I ! I, I I 1 I 1 ! 1 1 I I o I . - - - - -\- I I , I + 1 1 1 I I I I I 1 , 1 , 1 1 I I ' , 1 , 1 1 1 POOL AREA A' , I I 1 I 1 ! I 1 I ! I ! �i ; ,� , I ; , 1 I + I , , , ; , 1 1 1 I I I ' I I I I I I I + 1 I i -100'SETBACK - OP F B FF i I' i i I' lI i r I I' l I I i' I' r ! I ! 1 i ! i i i + „ I I l l I I RENOVATION L.. i m - _ FROM TOP OF BLUFF - - - z - .. - - - \\` i ! 1 1 I I i - - - ,1 / I I r l l 1 I l ,I r r , ,I I I I I !I i I r l I I I ! 1 t I I I — i , -- - - - - - - (55 / ' ; r I lI r ,' , I , I , I I I , ! ! ! , , , I , , + , I I I 1 I I I x I PLAN ° -- I - - - ' , 1 , ; I r r l I I l' ; III , I 1 I ! I 1` I 1 / ! I + I I I I I r'1 1-6-111. 6 64 6 6 u, i I 11. \� al (86) k )-- � 3)- � 2) _ 377.51' (56) ; i c v1 rr , o l i 1 i I I O LEGEND r , I . N N1 - 0 5 10 Q / ' z , PROPERTY LINE PD-1� PROPOSED POOL DRYWELL EXISTING MASONRY RETAINING I rj� L I f/1 T_� SEE SITE PLAN PREPARED BY THE RAYNOR GROUP \ I WALL TO REMAIIN o � / LAST DATED 12/21/2016 FOR DRAINAGE, EROSION AND (�� Scale 1"=10'—O" 2 � / l SEDIMENT CONTROL MEASURES' TOP OF BLUFF (54)- - -- EXISTING CONTOUR � EXISTING MASONRY RETAINING J 00 u 4 PROPOSED CONTOUR WALL TO BE REMOVED DRAWN BY: Q / �/ D S.PAETZEL,RLA z 100'SETBACK FROM T ^ i EXISTING ON-GRADE MASONRY DATE:2017.10.31 SPR-1 1 I !I 1! a.�, � 'x� PATIO TO BE REPLACED REVISED: _ _�_ — - - 1: / _< TOP OF BLUFF \ \\ PROPOSED NON-TURF BUFFER = I MASON ED ON-GRADE q_1 g 1 W SHEET OF 1 MASONRY PATIO EMIATELY ENCLOSE POOL TO CODE UPON COMPLETION BEFORS. "WATER" r, 1Y �� general note: iv f AT vm0tku TC Ph! FCR TIJE all drawings, specifications, plans, ideas,:arrangements, and I i 4 designs represented or referred to are the property of and TIN,," Ri F QJ!W"D owned by studio Cicetti architect PC, whether the project for P' C0NCF1,7Tr?CURED PCURED L- L, which they are prepared is executed or not. they are created, 2- RK)UGH - RRA,'rJiN- & PLUIV,21NG evolved, developed, and produced solely for use on and in K E LH I E POOL A !"SULATIC connection with this project and none of the above may be 4. FIN,",,L - C-C114,7FoU�'710,1i -,i1US1- disclosed or given to or used by any person, firm, or I �-Z Fr),j C.(). 'T,r' - -,UC'T;ON SHALL "MEET THE the written permission and direction of studio Cicetti architect ALL CONS corporation for any use or purpose whatsoever, except upon R E Q-U I R EIM,E N T NOT 0D E SF Ncr'--Vv PC. 4 , , ORK'STATERESPONFS103LE FoR IDEslofq 019 CONSTRUCTION ERRORS, no. date submission I kDW'111 COD ES C.) "i" S OF- J �.Wr ;1_, 3.12017 DOB FILING JL f ISSUED FOR BUILDING DEPARTMENT R1 3n3n2017 0 U PANI CY QR IS UNILAWFUL ARCHITECT: F VifiTHOUT CERTIFICAT E studio C I C I architect Pc Cr OCCUPANCY 172 beard street brookir ny 11231 tel. 718.875-1460 PROJECT DATA: SCOPE OF WORK: LEGALIZATION OF EXISTING UN-PERMITED POOL WORK INCLUDES: 4125 NASSAU POINT ROAD, CUTCHOGUE, NY, 11935 LOCATION: SUSAN AND IRA AKSELRAD OWNERS: 4 CLIMATE ZONE NUMBER: A SUBTYPE: CIVIL ENGINEER VINCENT GAUDIELLO, PE DRAWING LIST: SYMBOL LEGEND: THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 ROOM INFO 1003IBEDR6Ofl:M DOOR NUMBER 103 ARCHITECTURAL MEP ENGINEER NINO D'ANTONIO, PE WINDOW NUMBER D'ANTON10 CONSULTING ENGINEERS A-000.00 COVER SHEET BUILDING ELEVATION N;;0230 W. WAUKENA AVENUE C-1 SITE PLAN WALL TYPE OCEANSIDE, NY 11572 516.594.4284 7 AE-106.00 POOL PLANREVISION Q STRUCTURAL ENGINEER ri1 EVAN AKSELRAD, PE AE-306.00 BUILDING SECTIONS - POOL BUILDING SECTION 16 JAY STREET FI-3 SHEET NOTE TAG NEW YORK, NY 10013 917.689.0301 LEVEL CHANGE FILING CONSULTANT INTERIOR ELEVATION N S EN CONSULTANTS 1319 NORTH SEA ROAD ELEVATIONLOP OF PARAPET W HEIGHT ELTE7=100,-o" SOUTHAMPTON, NY 11968 631 .283.6360 ALIGN FINISHES Am studio cicetti architect PC DETAIL TAG F-1 172 beard street, brooklyn, ny 11231 718.875.1460 CENTERLINE project: COLUMN LINE Z NORTH ARROW AKSELRAD RESIDENCE ABBREVIATIONS: POOL 4125 Nassau Point Rd., Cutchogue, NY 11935 A.F.F. ABOVE FINISHED FLOOR FIN. FINISH PERE PERFORATED A.P. ACCESS PANEL FIN. FL. FINISHED FLOOR P. LAM. PLASTIC LAMINATE ADJ. ADJACENT FL. FLOOR PLYWD. PLYWOOD A.C. AIR CONDITIONER F.D. FLOOR DRAIN RAD. RADIUS PROJECT INFORMATION A.H.U. AIR HANDLING UNIT FLUOR. FLUORESCENT REQ'D. REQUIRED ALUM. ALUMINUM FF. FOOT / FEET REINF. REINFORCING ARCH. ARCHITECTURAL GALV- GALVANIZED R.D. ROOF DRAIN GENERAL NOTES A.D. AREA DRAIN G.W.B. GYPSUM WALL BOARD R.O. ROUGH OPENING BLK. BLOCK HGT. HEIGHT SCHED. SCHEDULE B.O. BOTTOM OF H.M. HOLLOW METAL SECT. SECTION BLDG. BUILDING HORIZ. HORIZONTAL Sim. SIMILAR CAB. CABINET INSUL. INSULATION S.F. SQUARE FOOT CLG. CEILING LAM. LAMINATED ST. STL. STAINLESS STEEL seal&signature: date: MAR 3, 2017 C.L. CENTERLINE LAV. LAVATORY STL. STEEL project no.: 07-2015 C.T. CERAMIC TILE M.O. MASONRY OPENING STRUCT. STRUCTURAL / STRUCTURE CLOS. CLOSET MAX. MAXIMUM SUSP. SUSPENDED ASC, drawn by: AE, IVIS COL. COLUMN MECH. MECHANICAL TEL. TELEPHONE checked by: MCCONC. CONCRETE MTL. METAL T.O. TOP OF C.M.U. CONCRETE MASONRY UNIT MIN. MINIMUM TYP. TYPICAL drawing no.: CONT. CONTINUOUS MTD. MOUNTED V.I.F. VERIFY IN FIELD C.J. CONTROL JOINT NEC. NECESSARY VERT. VERTICAL DIA. DIAMETER N.I.C. NOT IN CONTRACT V.C.T. VINYL COMPOSITE TILE A-000 . 00 DN DOWN N.T.S. NOT TO SCALE UTIL. UTILITY ELEV. ELEVATION O.C. ON CENTER W.C. WATER CLOSET SOF EQ. EQUAL OPP. OPPOSITE W/ WITH cad file no.: EX'G. EXISTING PTD. PAINTED W/o WITHOUT E.J. EXPANSION JOINT PR. PAIR WD, WOOD EXT. EXTERIOR PERE PERFORATED copyright studi D LS D MAR - 9 2017 IDUMDING DEPT. TOWN Or� S0T=1,)TD I 9h; Lau h ng-I Noe. A Hog Neck " Bay If 'qlr'F Ell.Si,.. 24 e N/F JONI & JONATHAN SPENCER N DWELLING W1 PUBLIC WATER I L T T L E 22 23 7 HOUSE DRAINAGE CALCULATIONS: water PROPOSED ±7.9'x3.0' FIRST FLOOR WOOD LANDING, THREE (3) WOOD WIMP B POOL STEPS, ±6.5'x3.0' WOOD LANDING, & TWELVE (12) WOOD STEPS DRAINAGE AREA 1 PROPOSED TRENCH DRAIN TO DRYWELL STONE DRIVE: 217 S.F. X 0.6 X 2" = 21.7 C.F. 0 cutchogue SUBJECT ASPHALT DRIVE: 1,301 S.F. X 1.0 X 2" = 216.8 C.F. gar6org.e ±49' PORTION OF EXISTING RESIDENCE TO BE REMOVED ±23I TWO STORY ADDITION ljor 0 skI PROPERTY EXISTING ONE STORY FRAME HOUSE WITH PROPOSED ON-GRADE- ROOF: 2,258 S.F. X 1.0 X 2- = 376.3 C.F. Marsh pt PROPOSED SECOND STORY ADDITION ABOVE SLATE PATIO PATIO & WALK: 1,001 S.F. X 1.0 X 2- = 166.8 C.F. ±294 S.F. WOOD DECK TO BE REMOVED TOTAL = 781.6 C.F. OF S PS L,4 LnF 5 S. . ±10'x24' ONE STORY ADDITION TO EXISTING GARAGE WITH ±3'x24' 57 USE (2) 8' DIA. X 9.5' DEEP DRYWELLS = 802.3 C.F. TO BE REMOVED EXISTING WOOD ARBOR TO BE REMOVED EXTENSION OF NEW SECOND STORY TO REPLACE ROOF OVERHANG EXISTING ON-GRADE ±354.4' PORTION OF S E PATIO m PROPOSED ON-GRADE SLAT SLATE PATIO r WOOD FENCE z PATIO TO BE REMOVED DRAINAGE AREA 2 LOCATION MAP 0 8 A TO REMAIN 01 U cl I U Qn I 0\ N/F PHYLLIS VANDYNE fn SCALE: 1"=2,000' 0 rri STONE DRIVE: 3,9072" 0.7 C.F. 41, N in 0 FEN _U VACANT66 ss N 78036'50" E !396.01 ' 71 7 wo F 011, 0.2' . LANDSCAPING: 2,229 S.F. X 0.2 X 2" 740.7C 4C.F. b R AN R DGE 0W DE N K TOTAL 465.0 C.F. OSfI ------ IF I i I I I � I I I - USE (1) 8' DIA. X 12' DEEP DRYWELL 506.8 C.F. lif I N�E f�,:��N2CE� WOOP UN R C. WALL 71' �Fb c Zi r> ROW 19F TREES UNDERGROUNDELECTRIC L T DRAINAGE AREA 3 EXISTINC-4' DIA. X 2' DEEP FROPO ED AC UN J ROOF & PATIO: 1,715 S.F. X 1.0 X 2" 285.8 C.F. ERRAC :e -BE-.REMOVED PROPOSED T E C DRYWELL'TO N (TYP.) 8ANDONED ZEMOVED1 AND--,,REPLACED WITH (�)-8' 34.7' JA I STEPS & WALK: 214 S.F. X 1.0 X 2" 35.7 C.F. t\ACCORDANIC DIA. X-4.5' REEP.DRYNEII.U,\ S11 Ts C:) TOTAL 321.5 C.F. :27. ',X ±6.705.4 TWO 15.ts USE (1) 8' DIA. X 8' DEEP DRYWELL 337.8 C.F. I Hill i 0 I H 0 PROPOSED GENERATOR-- STORY ADDITION Li,PROI GUIFIERqr CA DRAINAGE AREA 4 I /'� ; Ij I f Il . 1 11 bif TO mm, if "10 00 RELOCATE ROOF OVERHANG POOL HOUSE: 314 S.F. X 1.0 X 2" 52.3 C.F. PROPOSED MATERIAL AND BLOCK CUR T;/ il \.j IF PROPOSED p TO BE REMOVED EQUIPMENT STAGING AREA -GRADE 25�2' Di ! 'wi- . POOL BACKWASH: 1,250 S.F. X 1.0 X 2" = 208.3 C.F. ON jco! ; 1 1, i 1 11 " I ;p ,+,1 50, 6wy TOTAL = 260.6 C.F. M 1, 10 OZ ?5 1p I Nz IS if U_ USE (1) 8' DIA. X 7' DEEP DRYWELL 295.6 C.F. 4140_igNr rLAMP rri PO -4 if 0 111 1 HIM ill II DRAINAGE AREA 5 I 7_ L ±125' if Z , Lf POOL PATIO: 1,431 S.F. X 1.0 X 2- 238.5 C.F. x m m x PR( SYSTEM 6.7' 12111 "in )�8 D SANITARY ON OF SLATE PROPOSED �PAI USE (1) 8' DIA. X 6' DEEP DRYWELL 253.4 C.F. TIO TO BE REMOVED 4- ....... N (10) BEDROOMS TRENCH U4 rn DRAIN ---PROPOSED TERRACE ROOF DRAIN kIYF.) (1) 2,500 GAL SEPTIC TANK TEST I I I i I I ONE)% 'p, I _c� I 1 1 1 100.01 I_ - ! I l -T L 19 3E AND TWO (2)-8' IA T III DEEP I i I I I I 26 LEANING \\, \\ F 1 J 0 CA SANITARY LEAC (A 2D.2' Im ST STARS AND PORTION OF 0(A PORTION OF E�sn CD SION W 4 � - Z M NG 1 cj� ROOM FOR 50% EXPAN 0 SLATE PATIO 70 BE u_ W > WITH W StORY/ADDITION 0 i ED STORY WOOD DECK,TO�BE REMOVED x I REMOVED AND F REPLACED DRAINAGE E)a -wm:r±672r USED SETBACK LEGEND 0 c: AREA LINE LIN, PATIO AND ±111*41 STEP f w < 1ST STORY WOOD DEM 10 R X I W ±11.8,06. PORTION OF fXIS11NG' a) OVER ON-GRAM S EXISTING ±22' iATE PATIO TO EXISTING LAMP"" w 52.0, IRRIGATION WELL POST REMAIN WITH NEW'OU R,"KndiEN ±75 I I— WP7- vi mrjw,I COND 5, bw J, RIF POI TO REMAIN -A ONC. WALL I , I I I if 00 PM LET AIR PROPOSED 'J UNIT X8 D I PROTECTIOsu,TEN C) OPOSED IN at N/F EDWARD F. & SL EXISTING WATER11i I WE!&l lANDj X/ 2 --DA3 z PROPOSED 8' DIA., PRO I -PS "TRENCH MARY E. WERNER LINE TO BE I WA11k �6 ;U in DEEP DRYWELL (CONNECT, I_ - 1 _ - 4 DRAIN ELOCIATED OPM if 11111 ! DWELLING WITH SANITARY AND TO TINGEXDRAIN) GRADE EL.: ±66' 1��G I4� j0I lxj 11 WELL GREATER THAN 150' AWAY io EX EX ! I 'll Hill PROVIOS j, -TOT" .-VATER LINE _T 70;BE RE Ln S 4f MOVED OWNER AND APPLICANT: '1-65 SILT SAND WITH GRAVEL (SM) < G 100.'� '�G 4.7' 3E POOL`_HOUSE IRA & SUSAN AKSELRAD EXISTING-FRAME FRAME Typ. cm: Q, ,\/, f F I _10 REMAIN _Iz \I I 0 1965 BROADWAY, APT. 18B 4,PAZEBO v I ii � III H I I i 1 ! 111 ! - UAZ NEW YORK, NY 10023 ri I . . . . I A v G' III [ ! I I !6"f w EL. 61.3' 50' 't," Nil-1 All�� WITWIT TO 01, <, 1 -1- 1 !:_ it SITE DATA: BILILIF b! 0) N E ----- TO PE!ESTABLISHED !AN PROPOSED CONCRETE -PROPOSED WATER Ll t ED A 1,93� P1j. 1 i I 1 1 IF WASHOUT AREA LOT AREA: PROPOSED CONITRUCTI N x z U Lv 3w 0 'EXISTING 4' MAINT, 75,409 S.F. (1.731 ACRES) Cn J, �-Il- . RF -DRYWELL TO BE D ENTRANCE-(l 21 -eI I REMOVE IQ 'z 64,996 S.F. (BUILDABLE LAND/LOT AREA LANDWARD OF BLUFF) PROPOSED SOIL EXISnNG INGROUND POOL TO REMAIN IF (j) �,,IfIl"'. 11 1 COARSE SAND WITH 4 STOCKPILE AREA 650 S.F. I I I �, I BREAK SILT, NC HI ! I H I ;01 �_�PROPQSED` I I EXISTING EDGE AT STONE WALL ZONING NOTE: SED WIRE BACKED DRAIN \,TRENCH_bWAIN c: GRAVEL (SP) rT1 PROPOSED OF CLEARING 12.3' THE SUBJECT PARCEL IS LOCATED WITHIN THE R-40 ZONING17'i m _64-A SILTIFENCE (859 L.F.L.F.Y -7 if I Q DISTRICT AND IS SUBJECT TO THE FOLLOWING DIMENSIONAL REGULATIONS. f ±23V 12� iTT711 .EXP fi'• EX. 1 0431 MINIMUM LOT SIZE: 40,000 S.F. I I P NITARY SYSTEM Z>LAIt VAIILI ON-GRADE SLATE PROPOSED SEASONAL Nl_�� X r PATIO"TO REMAIN 01 z Oliilt-�I).1,006GAL, SEPTIC TANK AND ONE X MINIMUM LOT WIDTH: 150' 0 TIDAL WETLANDS BOUNDARY EQUALS SEAWARD EL. 49' m if 175' MINIMUM LOT DEPTH: (1) 8' DIk,BY 6' DELP SANITARY LEACHINC� SL FACE OF BULKHEAD AS DETERMINED BY 6 0% DA5 -CONSULTANTS, 05-10-2016 IF, ,,POOL WITH -ROOM FOR 5 _EXPANSION TEST HOLE #1 EN MAXIMUM HEIGHT: IfIIIi £ffifI ?Q o ''\c PROPOSED EDGE OF NG DUG BY SHAWN M. BARRON, M.S. I 1�, III IST I STORIES: 2.5 �WRI �QECIDUOOIS TREES NO_UNDERsT6RY) MARCH 15, 2016 HEIGHT: 35' 28.8' D' WOODI I-LI 1-4 I,� I 1 1 (1 NO G.W. ENCO1JNrERED) SETBACK FROM EQUIPMENT LOCATE ;POOL _L! 11 Pool CHIMNEY j 17 X� I WITHIN POOL-HUSE (BACKWASI+- HEATER 00 CREST OF DUNE: 100, THE CLOSEST USGS MONITORING WELL LOCATED IN DISCHARGED TO PROPOSED ...... 8x DA k0P PREC111M iNG! C (CONVERTED TO NAVD 88) WELL DRY ........ ELEVATION AS 13.41 MINIMUM YARDS: Ln B KLAK SILT-,-FE)I Nd:!X8,75 tIF) LISGS WELL NO. S 91814.1 0 i (AREIlIf!6VDiS:Tbhb _STONr*ALL EXISTIN EDGE FRONT: 50' 0 ING- SIDE, FOR ONE: 1 C, REAR: 50' DEEk-FEII 4"PLAM, jI 1 1! 1 M111 51 4 0 0) SIDE, TOTAL FOR BOTH: 35' 'E 2 5 N.---, FENCE IW x x X_�)�__X=i I '-f�z --- Tw i, ---- -- If 110111 kp 1 BL3 TOTAL LOT COVERAGE: zL'6 FOUND I i 11 11 i 6; CONIC. MON. 6j 62 WA 60 WAL if 1 _>0 66, '6,5- 1.0's. FOR A LOT HAVING AN AREA OF 64,996 S.F. 0.9's. WOOD II CK IIING WAL MAXIMUM LOT COVERAGE = 20% N/F JAMES I UPS C, EXISTING ONE STORY SEASONAL POOL HOUSFJ 64,996 S.F. x 20% = 12,999.2 S.F. MARY ELLEN DUFFY I . 11 1 *--A 0 IS 78036'50" W 377.51 ' (INTERIOR TO BE REMODELED) VACANT F. FLEL: 51.2' G.F.A.: 316 S.F. TER LOT COVERAGE TABLE (BUILDABLE LAND) EXISTING CESSPOOL TO BE ABANDONED STRUCTURE EXISTING (S.F.) PROPOSED (S.F.) AND REMOVED IN ACCORDANCE WITH W C S.C.D.H.S. STANDARDS aw DWELLING 3553.0 (5.467) 3,781.3 (5.827) WOOD DECK 716.6 (1.100 217.9 (0.3,zf% will POOL 1396.6 (2.157) 1,396.6 (2.157) POOL HOUSE 314.0 (0.487) 314.0 (0.487) _w1nTpw0_ 446.1 (0.69%) 549.4 (0.84%) & STEPS HOUSE N/F MICHAEL & DARYL MALTER GAZEBO 110.5 (0.177) 110.5 (0.177) DWELLING W/ PUBLIC WATER ARBORS 146.2 (0.237) 102.3 (0.167) GARAGE TOTAL 6,683.0 (10.28%) 6,472.0 (9.95%) 0 1 9 to 12-21-2016 TH EROSION AND SEDIMENT CONTROL MEASURES VAG SITE PLAN L101 PREPARED BY STUDIO CICETTI ARCHITECT PC 11-08-2016 TH LANDING AND STEPS VAG WAS USED FOR THESE CALCULATIONS. 09-28-2016 TH MAIN HOUSE SANITARY SYSTEM VAG GROSS FLOOR AREAS: 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG EXISTING G.F.A.: 4,915 S.F. DATE B DESCRIPTION APPRVD PROPOSED G.F.A.: 8,904 S.F. REVISIONS POOL HOUSE G.F.A.: 316 S.F. IRA & SUSAN AKSELRAD N/F JOAN D. KUBEC 1965 BROADWAY,APT.18B ABOVE AREAS PROVIDED BY STUDIO CICETTI ARCHITECT PC. DWELLING W/ WELL NEW YORK,NY 10023 GREATER THAN 150' AWAY AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. NOTES: CARPENTER ROAD THE EXISTING SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON A SURVEY TAX MAP NO.:1000-111.00-09.00-006.004 OF LOTS 25 & 26, AMENDED MAP A OF NASSAU POINTPREPARED BY NATHAN T. -OF N r�: CORWIN III LAND SURVEYOR, P.C., LAST DATED MARCH 0,7, 2016. SITE PLAN z SNS GAUD SUBDIVISION INFORMATION: THE REFERENCED PARCEL IS LOTS 25 & 26 OF THE THE RAYNOR GROUP,P.E.I L.S.PLLC AMENDED MAP A OF NASSAU POINT, FILE NO. 156, FILED AUGUST 16, 1922. 11 SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 Lw - FOOTPRINTS OF NEIGHBORING STRUCTURES SCALED FROM NEARMAPS AERIAL IMAGERY. SCALE: 1 20' All WATER MILL,NY 11976 (631)7267600 1.4, DWG.NO. 0' 1 20 40 60' 1. 073S DESIGNED BY: VAG SCALE: III C-1 ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON N.A.V.D. 88. oer'ssloll DRAWN BY: TH DATE: 05/20/2016 VINCENT A.GAUDIELLO APPROVED BY: VAG FILE NO.: 3232 PROFESSIONAL ENGINEER NO.073544 1 1 general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in STEEL FENCE connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 3.3.2017 DOB FILING STEEL GATE �0 �-SLATE PATIO CONCRETE CURB—\ 1 E-30 STONE WALL N CIVIL ENGINEER VINCENT GAUDIELLO, PE o THE RAYNOR GROUP, P.E. & L.S. PLLC POOL 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 25'-1j" STEEL FENCE project: AKSELRAD RESIDENCE POOL 4125 Nassau Point Rd., Cutchogue, NY 11935 POOL PLAN EXISTING DRAIN seal&signature: date: MAR 3, 2017 STONE WALL project no.: 07-2015 SRI~© A�qC drawn by: AE, MS checked by: MC drawing no.: • NORTH 106 . 00 �'�,� �,�,� POOL PLAN - EXISTING cad file no.: ©copyright studio Cicetti architect pc J general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 3.3.2017 DOB FILING ON-GRADE BLUESTONE PAVERS CONCRETE COPING TILE ON MORTAR BED STEEL REBAR GUNITE POOL /F 1'—O" F25�—t ,, t�—On CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUIK HIGHWAY /\/ WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER N I N O D'ANTON IO PE D'ANTON IO CONSULTING ENGINEERS 41 30 W. WAU KENA AVENUE OCEANSIDE, NY 11572 516.594.4284 \ /\//\// /\/\/\/\/\/\/\ ° \/\\/\\/\\/\\/\\/\\%\\% STRUCTURAL ENGINEER X / / / / / / / ° ° / / / / / / / \/\j/\j\ 'M/\N\ /\\/\ \/\/\/\/\/\/\/ / /\/\ d° ° ° \j/\\j/\\j/\\j/\\j/\\j/\�j EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK ICY 10013 917.689.0301 j\\ FILING CONSULTANT \ EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 \° \ \ \ \ \\i/\\ \\i/\1\\// NN \��\\ \��\\i/\\ \\i/\\i/\i��i/\i/\\i/\\i/\i��i/\\ \ �i)r`/\i/\i/ �i/ �i�� \\ \\ \ \%\i/\\�\\�\\�\�i studio cicetti architect pc 172 beard street, bk) n 11231 718.875.1460 rooYn, Y project: AKSELRAD RESIDENCE POOL POOL SECTION - EXISTING 4125 Nassau Point Rd., Cutcho ue, NY 11935 POOL SECTION EXISTING seal&signature: date: MAR 3, 2017 project no.: 07-2015 04E© Ate , drawn by: AE, MS checked by: MC ,. drawing no.: r AE-306 . 00 cad file no.: ©copyright studio Cicetti architect pc L_ �