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HomeMy WebLinkAbout41050-Z �O�Si1FFot,�44 Town of Southold 10/2/2018 0 P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 J CERTIFICATE OF OCCUPANCY No: 39924 Date: 10/1/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1165 Fisherman Beach Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-1-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2016 pursuant to which Building Permit No. 41050 dated 9/30/2016 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: ONE FAMILY DWELLING WITH FIRST AND SECOND FLOOR DECKING, UNFINISHED BASEMENT, OUTDOOR SHOWER AND ATTACHED UTILITY ROOM PER ZBA DECISION#6411, DATED 11-16-2010, AS APPLIED FOR The certificate is issued to Campo,Anthony&Angela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-40-0038 01-21-2018 ELECTRICAL CERTIFICATE NO. 41050 08-10-2018 PLUMBERS CERTIFICATION DATED 09-07-2018 Skye Monda A tho ' e Signature �SUtlr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41050 Date: 9/30/2016 Permission is hereby granted to: Campo, Anthony 17 Sea Forth Ln Huntington, NY 11743 ,To: demolish existing dwelling and construct a new single-family dwelling as applied for with flood permit per SCHD, DEC, Trustees and ZBA. At premises located at: 1165 Fishermans Beach Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-1-26 Pursuant to application dated 9/8/2016 and approved by the Building Inspector. To expire on 4/1/2018. Fees: DEMOLITION $895.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,166.40 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $3,211.40 g 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 14 6— F S � A�/�S RMCW &f ( 1,4!/ty lAk,-S 1210 C"7C_ffv �� House No. Street Hamlet Owner or Owners of Property: st- A Suffolk County Tax Map No 1000, Section /pU0 BlLot Subdivision Pr eolyy�i e ,Aq� w%l,S Filed Map. 7 Lot:f q— /ft—17 Permit No. �l ✓� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App ant Si tore Certificate of Compliance ........... ...................................................................... ............................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. .......................................................................................... .... ....................................................................I................. CERTIFIES THAT Upon the application of Upon premises owned by Three Brothers Electric, Campo Residence Inc 1165 Fishermans Beach Road 6 Enterprise Drive Suite 2A Cutchogue, NY 11935 East Setauket, NY 11733 Located at: 1165 Fishermans Beach Road, Cutchogue, NY 11935 Application Number#: 18-45066 -Certificate#: 18-45066 Electrical License#: 3792-ME Section: Block: Lot: Building Permit M 41050 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Service Equipment/Air Conditioning Equipment/Generator A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 3rd day ofAugust2018 Name QTY Dishwasher Circuit-20 Amp, 120V 1 LED Fixture- 15 Amp, 120V 91 Exhaust Hood -20 Amp, 120V 1 AC Condenser-40 Amp, 220V 1 ARC-Fault-20 Amp, 120V 2 Power Panel- 60 Amp, 240V I Service Disconnect- 200 Amp, 240V 1 Low Voltage Deck Fixture- 15 Amp, 120V 42 Electrical Inspector: Anthony Giordano V3CA =81APP0Wj�= 0 g This certificate is not valid unless raised seal is present. Certificate of Compliance ........................ ................ ....... ..............................I....................I I I............ ..................... ....... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .... ..... .......... ..................................................................................I........ .. . .. ........................ ................................................... CERTIFIES THAT Upon the application of Upon premises owned by Three Brothers Electric, Campo Residence Inc 1165 Fishermans Beach Road 6 Enterprise Drive Suite 2A Cutchogue, NY 11935 East Setauket, NY 11733 Located at: 1165 Fishermans Beach Road, Cutchogue, NY 11935 Application Number#: 18-45066 Certificate#: 18-45066 Electrical License#: 3792-ME Section: Block: Lot: Building Permit#: 41050 Name QTY AC Blower- 15 Amp, 220V 3 AC Condenser-20 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 16 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Dimmer- 15 Amp 120V 31 Dryer Circuit- 30 Amp, 240V 2 Duplex Receptacle- 15 Amp, 120V 56 Exhaust Fan - 15 Amp, 120V 3 Furnace Circuit-20 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 2 GFI Receptacle- 15 Amp, 120 V 14 Electrical Inspector: Anthony Giordano 0 CC 4 This certificate is not valid unless raised seal is present. Certificate of Compliance ....................................................................... ... ... .,..... ............................................I............ .. .............................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ....................................................................... . ..............................I................. . ......... ...........................I................. CERTIFIES THAT Upon the application of Upon premises owned by Three Brothers Electric, Campo Residence Inc 1165 Fishermans Beach Road 6 Enterprise Drive Suite 2A Cutchogue, NY 11935 East Setauket, NY 11733 Located at: 1165 Fishermans Beach Road, Cutchogue, NY 11935 Application Number#: 18-45066 Certificate#: 18-45066 Electrical License#: 3792-ME Section: Block: Lot: Building Permit#: 41050 Name QTY Generator-20 KW- 100 Amp, 240 V 1 Meter-200 Amp, 240V 1 Oven Circuit-40 Amp, 240V 1 Paddle Fan - 15 Amp, 120V 4 Smoke Detector- 15 Amp, 120V 4 Switch - 15 Amp, 120V 30 Transfer Switch -200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ° APPhOVED oli � \\TON v This certificate is not valid unless raised seal is present. fy;c.,•- .tet_:. - ,,t�` ��oF so�j/ Town Hall Annex Telephone(631)765-1802 54375 Main Road N ` Fax(631)765-9502 P.O.Box 1179 4,a ; Southold,NY 11971-0959 Cou BUILDING DEPARTMENT t ,J TOWN OF SOUTHOLD l SEP 2 1 2018 MYMN17,DEPT. +a ria +C..^ N; e';n. iia G;�u��� CERTIFICATION Date: Building Permit No. ��� Owner: (Please print) Plumber: J71-eve 1va1z--1q-- (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of - -Z"A-120_t 02- l-Flt!uLL0 140tary Public.State of Now ya* Qualified in Suffolk County Reg.No.01 F16219740 QQmmission EVIres Mar.20.20�d Notary Public, _('ounly FSO ------ - -- ho��0 Ulyolo N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [Vf FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: a0 aVcld cj// I ioj Svc v �/ �wc5t'a�/ 'or✓ks �� DATE I -0 I X1 INSPECTOR LA �D So of soar o�� yol ial N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] � OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O(�N1 114 km (At AfA or- tp DATE D INSPECTOR X10 5-0 oF souryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ IVKIOUNDATION 2ND [ ] INSULATION [VI FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: lfvw. trig ' n1i 'V(M A OA IV DATE INSPECTOR 00- �q sour � y0 coUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]PUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPIJSIG [ ] FINAL �m. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ REMARKS: ✓*'rllVV 4 tVUCOV DATE T INSPECTOR v10 �o L ' ��pF SO�lyo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT- 765.1802 INSPECPON [ ] 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) REMARKS: Vvw,64, v� l ft DATE INSPECTOR o � O��OF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECf ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTA PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECT AL (FINAL) REMARKS: DATE Z INSPECTOR qlo5v tf sour �YCOUM'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] PKE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Of"'C.Z AMS 141 DATE INSPECTOR �aOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL /✓,� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: G l�i�c� A . — � Isn (to�qtc4 1/� Surf U T 6y �t" ruet--,a 0-/ &qmA 4 rtv veil no, nL, DATE INSPECTORF4 A Al -001 Wo 5-0 CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 ww-mrnksarchitcct.com MEAugust 31, 2018 AUG - 6 2018 Southold Town Building Department gEPT. 54375 Main Road T Southold, New York 11971 Re: 1165 Fishermans Beach Road Cutchogue,New York 1000-111-01-24,25,26 To whom,it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the FireGuard E-84 coating installed in the attic (see photos attached). To the best of my knowledge, the attic is protected as per Southold Town request 4Re@s and meets or exceeds New York State Code requirements. Please call this office with any questions you may have. Sincerely, •m a a i > .c� i4 Mark Schwartz 1.20 , ,71A Member Atnetican Institute of Aichitecture FIELD INSPECTION REPORT w4folu" FOUNDATION(IST) e . ------------------------- Ell. mFOUNDATION (2ND) MIA 0,11 411U Ifor ROUGH ,?�� - FRAMINGAw PLUMWWI �.,.� 0, l� MAI;, INSULATION PER N.Y-. STATE ENERGY CODE �r j►/ 1 1 tL/ OMI/ 17,r1 � ADDITIONAL • EMMA gill �� .. .w 1jlltlLr�i7irriitiv� , 10FV3i '-� ,, - �' .ii i►: TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followiyg,before applying? C TOWN HALL "v Board of Health v/ SOUTHOLD,NY 11971 N�'4 4 sets of Buildmg Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey !/ SoutholdTown.NorthFork.net PERMIT NO. Check [/ `X,Septic Form N.Y.S.D E.C. Trustees C.O.Application Flood Permit Examined 2 Single&Separate D Storm-Water Assessment Form SEI 8 2016 Contact: � �^,4��" Approved " 6/20 Mail to: 11 AI l-; 0 p, Disapproved a/c BUI +DINGPr Da Expiration 20 0F�� Phone: G�� Build' g p for APPLICATION FO G PERMIT A I Date ,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 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. £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,hous' code,�a�ndregui�l�aius, ndto admit authorized inspectors on premises and in building for necessary inspections. c (Signature of licant or name,i corporation) AL IN IM13 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises /00 (As on the tax toll 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. p 1. Location of land on which roposed work will be done: C( A�L'J yiii4�PRct) l(6q— i f xY1� '5 T3 co / t cry© CIE � House Number Street Hamlet County Tax Map No. 1000 Section /000 Block //1-0/ Lot .y Subdivision A COIylc 9j /� Filed Map No. l 7l Lots 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 12,t�S/ cG b. Intended use and occupancy 3. Nature of work(check which applicabN }New Building� �Addition Alteration Repair Removal li Demolition r/ Other Work (Description) 4. Estimated Costr2 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ON41 - 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 70 `G Rear 3a - Depth Height 'L-fid' O // Number of Stories 12— Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 6111 - Rear-,Q� Depth Height ?2=�f�ry� - Number of Stories 94,,0 C, 9. Size of lot:Front ( `7. 71 Rear 10.Date of Purchase r7 Name of Former Owner /Ill rLG-!e4m ,�i /I/ -rc9lV 11.Zone or use district in which premises are situated /j6-:- 12. G12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO v 13.Will lot be re-graded?YES(V NO Will excess fill be removed from premises?YES NO 46 14.Names of Owner of premises ly"RO CAs Address t 7 frv�ri MWPhone No. Name of Architect AAf2/1 S CHW� TZ Address ODOX q3 Ccs��' hone No t;Y/—73 Name of Contractors c r r Address 17 • ;. Phone No.C3/-!Z keg"- 11 7#Y axZN7y9 F/ 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES v NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITWAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES V 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY ///OF�� n AI I—A�g�j S, �2 f) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing co ct)above named, tr G 0k (S)He is the 0 ti//V64 , C.(9A(7A (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. f Sworn to before me this day of 20 (6 146t 6 Q / ♦ _/AwA/�0 / l Notary Public �r rgna of pplicmt KALA V KUMAR Notary nubile-Stato of New York No.01 KU0003098 ®uallfied in Nassau County My Commission LltpirMS dung 00,2019 __, ,i=N OF SOUTHOLD' BUILDING PERMIT APPLICATION CHECKLIST 'BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S D E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 C Mail to: �Cli'W ig T 7— Disapproved Disapproved a/c / 73¢ ' Phone: Expiration ,20 ID E C E � W Building Inspector FMAY 1 3 2010 11 ICATION FOR BUILDING PERMIT Date O ( L 3 , 20 BLDG.DEPT' INSTRUCTIONS TOWN OF SOUTHOLD 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 witliiri 18 months'from such date. If no zoning,amendments or other regulations affecting the properfy.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 regu12tions, and to admit authorized inspectors on premises and in building for necessary inspections. X bF, (Signature of ap t or name,if a corporation) fifl,5,ox 933 (Mailing address of applicant) State whether applicant is owner, lesseeagent, architect engineer, general contractor, electrician, plumber or builder Name of owner of premises AV Al � 6 (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: F1S#,Ce14AV_r 6g,*rd Jeo cu Tc- /Y�7 66,e House Number Street Hamlet County Tax Map No. 1000 Section W Block of Lot -t�, Z 6 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 DA-)G C-�- �/� ��(may 2 r—_r t b. Intended use and occupancy 1�4/ 3. Nature of work (check which applicable): New Buildin y Addition Alteration _ Repair Removal Demolition Z. Other Work (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. Jr 7. Dimensions of existing structures, if any: Front Rear Depth 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 Rear Depth Height Number of Stories 9. Size of lot: FrontSE7E ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 4:6 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX NO 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YESX_NO /►��. A, r-1 SEA F atz rpt c.� A-.,,5 14. Names of Owner of premises C�/?P6 Address L L Y v1,n '14'"" lone No. Name of Architect C Hp,, 0/Z-TZ Address Phone No 34 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES �NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property'is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF fU oc,r_ - - M4P i(_ Tc r z— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Cont actor, A e t, Corporate Officer, c.) CONNIE ID.BUNCH Notary Public,State of New York No,OlhU6185050 of said owner or owners, and is duly authorized to perform or have performed the sa1dai#ia&gVQld3, file this application; that all statements contained in this application are true to the best of his knowl�t""MPP, R iat t�ork will be performed in the manner set forth in the application filed therewith. Sworn to b fore me this day of 20 10 Notary Public • Signature of ica t 1W BOARD,OF SOUTHOLD TOWN TRUSTEES SOUTHOLID,NEW YORK PERMIT NO. 8772 DATE. APRIL 20,2016 a^ ISSUED TO: ANTHONY CAMPO �= �L PROPERTY ADDRESS: 1165-HAYWATERS-ROAD, CUTCHOGUE ° t SC'I'M#1000=111-1-24, 25 &26 - -- - x, AUTHORIZATION ' Pursuant to the;provisions of Chapter 275,of the Town Code of the Town of Southold and in s ` accordancewiththe Resolution of the Board of Trustees adopted at the meeting held on Avri120;2016,and in consideration of application fee in the sum of$250.00 paid by Anthony Campo'and subject`to the Terms and .�. Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following:} + Wetland Permit to demolish existing dwelling and construct new 1,650sq.ft. two-story 1 ;gyp r,- dwelling with"a 1;572.8 scg:ft.fviwrap-aro-6i d deckf abandon existing sanitary,aiad install - new sanitary.system with retaining walls varying iii height from 2.5' to`4.2' above ;;grade;,abandon,and remove sanitary,systeIn to existing shed which will,not to-be :? aced-,and install-;gutters to leaders to drywells on the dwelling to contain roof +" runoff;:With the:c®nditio0o install aline of staked-hay,bales,arnd/or silt fencing landward of the4in it`of,clearing line prior to and,during construction; maintain the " varying width non-disturbance buffer located seaward of the limit of,clearing line; and that the existing shed.is,to be non-habitable with no water or sewage; and as depicted on`'th'e_site`planyprepared.by Mark Schwartz'&Associates dated December 7,"2015, and r:f ""stairiped��pprovecl on�Apir '20;2010. a -IN WITNESS WHEREOF,the.said Board of Trustees hereby causes its Corporate Seal to be affixed, and thesepresents to be subscribed by a majority of the said Bo as of this date. . ., . +> ®�u ����� CO- 4A O I��f. T]EIZNiS AND CONDITIONS- ". The Permittee Anthony Campo "residing at 1165 Haywaters Road CutchoQne New,York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally,obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, µ' -upon due inotiee,:to`remove�or alter;this work project herein stated without expenses to the Town-of Southold: - 8. The Permittep is required to provide evidence-that.a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a"notice covenant and deed restriction to the deed of the-subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance.ofthis permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtaindall other permits and consents that may be required supplemental to this permit;:which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. X31 - 9 ` 02 'z o��QF (/r�,ol Michael J.Domino,President V'� SOTown Hall Annex John M.Bredemeyer III,Vice-President ~ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �pQ e ' e�63I)�765=189 Greg Williams Oly� 1) 76561 Own '� ) SEP 2 8 2018 BOARD OF TOWN TRUSTEES 'F,T, 4f � T � • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1511C Date: September 25, 2018 THIS CERTIFIES that the demolition of existing dwelling and construct new 1,650sq.ft. two-story dwelling with a 1,572.8 sq.ft. wrap-around deck; abandon existing sanitary and install new sanitary system with retaining walls varyin in n height from 2.5' to 4.2' above grade; abandon and remove sanitary ystem to existing shed which will not to be replaced; and install gutters to leaders to d=ells on the dwelling to contain roof runoff, with the condition to install a=line of staked hay bales and/or silt fencing landward of the limit of clearing line prior to and during construction; maintain the varying width non-disturbance buffer located seaward of the limit of clearing line; and that the existing shed is to be non-habitable with no water or sewage; At 1165 Haywaters Road,Cutchogue Suffolk County Tax Map#1000-111-1-24,25 &26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 21,2016 pursuant to which Trustees Wetland Permit#8772 Dated April 20,20169 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and construct new 1,650sq.ft. two-story dwelling with a 1,572.8 sq.ft. wrap-around deck; abandon existing sanitary and install new sanitarsystem with retaining walls varyingin n height from 2.5' to 4.2' above grade; abandon and remove sanitary system to existing shed which will not to be replaced; and install gutters to leaders to drywells on the dwelling to contain roof runoff; with the condition to install a line of staked hay bales and/or silt fencing landward of the limit of clearing line prior to and during construction; maintain the ygaing width non-disturbance buffer located seaward of the limit of clearing line; and that the existing shed is to be non-habitable with no water or sewage. The certificate is issued to ANTHONY CAMPO owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY`a'_Stony Brook,50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F (631)444-0360 www dec ny gov .TIDAL WETLANDS PERMIT MODIFICATION #2 September 29, 2015 Mr. Anthony S. Campo 17 Seaforth Lane Huntington NY 11743 Re: Permit ID 1-4738-03939/00001 Campo Property 1165 Haywaters Road Cutchogue New Expiration Date: 2/3/2021 ARNO-DEP Dear Permittee: The New York State Department of Environmental Conservation (NYSDEC) has completed a review of your request to extend the above referenced permit. Pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations), we hereby extend the permit to 2/3/2021. The permit has been extended to the maximum permifterm of ten (10) years. No future extensions to the permit term may be granted. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms' and conditions remain as written in the original permit and previous modification. 4incerely, John A. Wieland Deputy Permit Administrator JAW/m rp cc: Habitat-TW File DD . SEP 2 1 2016 NEW YORK Department of BUILDING DEPT. 5T"TE°` OPPORTUNITY Environmental TOWN OF SOUTHOLD Conservation FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 13, 2011 To: Mark Schwartz for Anthony Campo P O Box 933 Cutchogue, NY 11935 Please take notice that your application dated March 31, 2011 For alterations to an"as built" shed &deck at Location of property 1165 Fisherman's Beach Rd, Cutchogue,NY l County Tax Map No. 1000—.Section 111 Block -4ot 26/25 Is returned herewith and disapproved on the following grounds: The alterations on this non-conforming lot, is not permitted pursuant to Article XXIII Section 280-122 which states; "Nothing in this article shall be deemed to prevent the remodeling„ reconstruction or enlargement of a nonconforming building containing a conforming use, , provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." The "as built" structure has no record of a C.O. Authorized Si n A BOARD MEMBERS �F soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� yO�O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank i0 54375 Main Road(at Youngs Avenue) George Horning 'p g' Ken Schneider !'YCQUN(�(�� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809•Fax(631)765-9064 ! CV :. 1 c 2010 FINDINGS,DELIBERATIONS AND DETERMINATION Q� MEETING OF NOVEMBER 16,2010 , SOUthOrd Town Clerk ZBA FILE: 6411 NAME OF APPLICANT:Anthony Campo CTM 1000-111-1=26 PROPERTY LOCATION: 1165 Fisherman's Beach Rd. (adj.to Cutchogue Harbor),Cutchogue,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category'of the State's List of Actions, without further steps under SEQRA. 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 July 28,210 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: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated September 17, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is an irregular, triangle-shaped, non-conforming 25,462.14 sq. ft. waterfront parcel in the R-40 zone. The northerly lot line measures 182.61 feet along an unimproved portion of Haywaters Road, aka Fishermans Road. The southerly lot line measures 295.71 feet along an adjacent parcel. The westerly lot line measures 180.47 feet along waterfront on Cutchogue Harbor.The property is improved with a two story single family dwelling. The existing building and setbacks as shown on the site survey drawn by Mark Schwartz& Associates, Architect, dated Sept. 30, 2010, and the Applicant's proposed new construction and new setbacks are shown on the revised site survey dated Oct.21,2010. BASIS OF APPLICATION: Request for Variances from Code Sections 280-124 and 280-116,based on an application foi•building permit and the Building Inspector's June 3,2010 Notice of Disapproval concerning demolition and construction of a new single-family dwelling, at 1) less than the code required front yard setback of 40 feet,2) less than the code required rear yard setback of 50 feet,3)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The Applicant proposes to demolish the existing dwelling and construct a new two story single-family dwelling. The Applicant is requesting a front yard setback of zero [0] feet where the code requires 40 feet, a rear yard setback of 26.5 feet, where the code requires 50 feet and a bulkhead setback of 30 feet where the code requires 75 feet. Pige 2—November 16,2010 ZBA File#6411—Campo CTM 1000-111-1-26 AMENDED APPLICATION: During the Sept. 23, 2010 hearing, the applicant was asked to bring the plan into more conformity with the code. The Board was particularly concerned about the Applicant's proposed zero [0] foot setback from Haywaters Road. The Applicant on Oct 13, 2010 submitted a plan which moved the proposed building footprint. Although this move further reduced the proposed rear yard setback by several feet, from 26.5 feet to 22.9 feet, it increased the proposed front yard setback from 0 feet to 4.4 feet, and increased the proposed setback from the bulkhead from 30 feet to 34+/- feet, bringing the plan into more conformity with the code. The revised site survey dated Oct.21,2010 shows this new site plan. ADDITIONAL INFORMATION: The Applicant has submitted a Letter of Approval, and a Wetlands Permit, issued by the Board of Southold Town Trustees, both documents dated Aug. 19, 2009. Haywaters Rd. is unimproved and used for water access by a limited number of people in the neighborhood. Also, it should be noted that the applicant owns both lots across the road from the subject parcel. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept.23,2010,and on Oct.21,2010,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Demolition and construction of a single family dwelling will increase the existing zero [0] foot front yard setback to 4.4 feet and will increase the existing 30 feet setback from the bulkhead to 34 feet. There is an existing dwelling on this property, the road is unimproved and the properties across the road are owned by this applicant. The applicant is proposing to remove all obstructions from the unimproved road to permit pedestrian beach access by others. 2. Town Law 5267-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 Applicant's waterfront parcel also contains wetlands which when combined with the adjacent natural non-disturbance buffer reduce the actual buildable area, and also limits the location for the placement of a new septic system. 3. Town Law 5267-b(3)(b)(3). The variances granted herein are substantial. The 4.4 foot front yard setback is a 80%reduction from the code required 40 feet. The 34+1-foot bulkhead setback is a 55%reduction from the Code required 75 feet. The 26.5 foot rear yard setback is a 47% reduction from the code required 50 feet. However, these nonconformities are due to the triangular shape of the lot and the amount of wetlands on the subject property. 4. Town Law 5267-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 will construct a Suffolk County certified septic system, will use a silt fence to protect the site from possible erosion during construction,and will not encroach upon the natural non-disturbance buffer area. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created in so far as the applicant purchased the subject property and dwelling with several existing nonconformities to the code. However,the Applicant intends to replace the existing single family dwelling on an environmentally sensitive, uniquely shaped waterfront parcel with a new dwelling that will have less nonconformities. 6. Town Law $267-b. Grant of the variances requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Fdge 3—November 16,20 10 ` ZBA Filetl6411—Campo CTM 1000-111-1-26 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 Dinizio, seconded by Member Schneider, and duly carried,to GRANT,the variance as amended,and shown on the site survey titled proposed house(Campo)prepared by Mark Schwartz&Associates dated October 21,2010, subject to the following condition: Condition: The Right of Way shall remain unobstructed access for the length of the road. 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 given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps,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. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer, Dinizio, Schneider. (Member Horning by phone no voting right) This Resolution was duly adopted(4-0). r RECEIV ID Leslie Kanes Weisman, Chairperson Approved for filing// /17 /2010 j 8 21010 ?, '�'OWn Clerk BOARD MEMBERS �F$AUT Southold Town Hall Leslie Kanes Weisman,Chairperson �� yO�O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Horning �p �� 54375 Main Road(at Youngs Avenue) Ken Schneider COUNN Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 15,2012 ZBA FILE: 6531 NAME OF APPLICANT:Anthony Campo CTM: 1000-111-1-26/25 PROPERTY LOCATION: 1165 Fisherman's Beach Rd. (adj.to Cutchogue Harbor), Cutchogue,NY 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 II 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 January 12, 2012, 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated January 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is an irregular,triangular shaped 45,704.89 sq. ft. waterfront parcel in the R-40 Zone. The property consists of merged lots 1000-111-01-26 and 1000-111-01-25, separated by a 33 ft ROW between the two lots. The northerly lot line, including a portion of underwater area, is adjacent to Haywaters Cove. The southerly lot line is adjacent to another property and access to the 33 ft. ROW. The westerly lot line is adjacent to Cutchogue Harbor. After subtracting wetland areas, the property has 39,347.15 sq. ft. of remaining buildable area. The parcel is improved with a single family dwelling located on lot 26, and an accessory structure located on lot 25, as shown on the site survey S-1 drawn by Mark Schwartz&Associates,dated Jan, 07,2011. The subject of this Appeal relates to the proposed alterations to the"as built"accessory structure. BASIS OF APPLICATION: Request for Variance from Article XXIII Code Section 280-122,based on an application for building permit and the Building Inspector's April 13,2011,updated December 2,2011 Notice of Disapproval concerning `as built' alterations to existing shed and deck, at 1)nothing in this article shall be deemed to prevent the remodeling,reconstruction or enlargement of a nonconforming building containing a conforming use provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings,the `as built' structure has no record of a CO. RELIEF REQUESTED: The applicant requests a variance to make alterations to, and to construct a deck attached to a nonconforming "as built"accessory structure,with a conforming use,as a shed,that has no CO on record. age 2 of 3—February 15,2012 i ZBA File#6531-Campo CTIv'i!1000-111-1-26125 i ADDITIONAL INFORMATION: This property was the subject of a prior decision in Appeal 2184, dated Sept. 10, 1976, whereby the Applicant was granted a variance to relocate the existing single family dwelling to another location on this property,with a nonconforming, 0 feet, front yard setback from a ROW that divides lot 25 from lot 26. Through ZBA action in the same decision of Appeal 2184,the existing accessory structure was granted use as a guest cottage and lot 25 and lot 26 were officially treated as merged. Since then, they are considered to be one property,even though the two lots are separated by a 33 ft unimproved ROW. This property was also the subject of a prior decision in Appeal 6411, dated Nov. 16, 2010, whereby the Applicant was granted a variance for the demolition and re-building of the existing single family dwelling,with variances granted for a nonconforming front yard setback of 4.4 feet measured to the edge of the ROW, a nonconforming rear yard setback of 26.5 feet, and a �• nonconforming setback from a bulkhead of 34 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2012, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property, an assessment of the character of the neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: i 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 "as built" accessory structure has existed at the same location since prior to creation of Town Zoning Code. This property consists of two merged lots, although i separated by a 33 ft. ROW, with an existing single family dwelling also located on the same property. Accessory structures are allowed by Code on property already containing a principal structure (dwelling), albeit by using a building permit process that did not exist when this accessory structure was built. i 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. Because the accessory structure was built prior to Zoning Code,without a building permit, and does not have a valid CO or pre-CO, a variance is required for any alterations. I 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not substantial, considering that it is a pre-existing accessory structure located on a lot merged with an adjacent lot, although separated by a ROW, and the combined merged parcel also contains a principal structure in the form of a single family dwelling. In addition, the applicant proposes to reduce the intensity of use by eliminating the guest cottage use and by using the structure only as a garden room and storage shed. , 4. Town Law &267-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 accessory structure will have an outdoor water spigot, and minimum of electric service. The single family dwelling j on the property, when re-constructed as directed by the decision in Appeal 6411, will be connected to a newly installed septic system. The accessory shed will be disconnected from an obsolete septic system that had served both structures, and the shed will not have any bathroom, or connection to the new septic system. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created because the Applicant purchased the parcel after the Zoning Code was in affect, and it is presumed that the Applicant had actual or constructive knowledge of the limitations on the use of the parcel under Zoning Code in effect,prior to, or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated shed and deck, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. i i i cage 3 of 3—February 15,2012 ZBA Filei16531-Campo ' CTNf'1000-111-1-26/25 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under ' i New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the site survey S-1 drawn by Mark Schwartz & Associates, dated Jan, 07, 2011. Conditions: 1. Utilities for the shed will consist of an outdoor water spigot, and electric service for lights and work receptacles. 2. No bathroom,bedroom,kitchen facilities or habitability are permitted. 3. The shed shall be fitted with gutters and leaders and a drywell to control on site roof runoff as per code 4. Town Board of Trustees permit is necessary before beginning any construction. 5. The existing R.O.W. shall remain with unobstructed access for the entirety of its length. 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 given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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. I I Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider,Dinizio,Horning. Member Goehringer was absent This Resolution was duly adopted(4-0) j Leslie Kanes Weisman, Chairperson Approved for filing /2012 i i I i i i .ti U S. DEPARTMENT OF HOMELAND SECURITY . FExpilM 660-0008 Federal Emergency Management Agency io ate: mge 0 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9 RTJ,7 ,DWG Dry�'+FE P! o. MB 00 ELEVATION CERTIFICATE EO pier tionlDa eONovember 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE i Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. { �'�. w4 4r c: z City State ZIP Code Company NAIC Number 60 71-Ltit GC u w Kor I I 05'- 16 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Building elevations are based on. ❑ Construction Drawings* ❑Budding Under Construction* [Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/A0. Complete Items C2 a-h below according to the building di ram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utdized:U%5 Aa,,:%jrjl�� S LL ���( 4,6 rtical Datum. /J4J/1) f5 go Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 eNAVD 1988 ❑Other/Source• Datum used for budding elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) (o,C) [g feet ❑ meters b) Top of the next higher floor [9 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) , ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) [X feet ❑ meters 0 Lowest adjacent(finished)grade next to building(LAG) feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support �•O [� feet ❑ meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information 1 certify that the information on this Certificate represents my best efforts to interpret the data available /understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1901 Were latitude and longitude in Section A provided by a licensed land surveyors Yes ❑No Check here if attachments. Cerrtifier's Name License Number ` /V4T�14n T Cvrvin 5'0861.7 y Title r LG^J S✓r✓z yr � � r Company Name v *til / Z T COrW(A �G�n S✓/✓(,�rJr �' «a 1 Address Po. a0U City State ZIP Code J'-0-0 ,Jen,, Vie II i W 7 Signature Date/ Telephone Ext. 20/7 631-7Z7-2-01,0 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner Comments(including type of equipment and location,per C2(e),if applicable) L j Z. Sfz+r�' Waco° 1JncXG 7yv-. v✓;./�S o�,,� , ca ,er{�k�.tRns2/-;Jf'!'✓,ft4ktx-+eJZK-IIbI TSSt�yVtne'e�A =-+ 0 520./Mern..Ja'Ad � 5 ✓t„ d Arco 11 'J 74 C/ � yeMWO-spaocr' W r vtn�'Lvi bSCwf r✓vv�j�r�, ve'4 f&rv'J5l, -�Le ;.��ll$ '�e- i✓�� r�e.ek Svr['v,,•elr� �!r* 5j`�.t'c s �� >��- lno,.;e� r`s Sv�P°��ce� �� " c:.:-,�re,�e- d�. ,,., w //s G1� �►4..� �3 s,�,�,�� Ileri t�:.�1e I rs wP-sro Ic>�c� ve-�5 FEMA Form 086-0-33(7/15) Replaces all previous editions f !, Form Page 2 of 6 �J'7/�ArGu�' On �C /�u. 7 No. 008 ELEVATION CERTIFICATE EO pir tionlDa e.November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt,Unit,Suite,and/or Bldg No.)or P 0 Route and Box No. Policy N ber. City State ZIP Code Co pany NAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL The local official who is authorize4y law or ordinance to administer the community's floodplai management ordinance can complete Sections A,B,C(or E),and G of thi Elevation Certificate.Complete the applicable item(s)a sign below Check the measurement used in Items G8—G10.In Puerto Riconly,enter meters. G1. ❑ The information in Section C s taken from other documentation that has be� signed and sealed by a licensed surveyor, engineer,or architect who is au onze_d by law to certify elevation informatio .(Indicate the source and date of the elevation data in the Comments area belo*\) G2 ❑ A community official completed Sect on E for a budding located in/Zone (without a FEMA-issued orcommunity-issued BFE) or Zone AO. G3 ❑ The following information(Items G4—G )is provided for commuplain management purposes G4. Permit Number G5. trate Permit Issued G6 Date Certificate of ,1 Compliance/Occupancy Issued G7 This permit has been issued for ❑New Constr ction ,/Substantial Improvement G8 Elevation of as-built lowest floor(including basement) of the budding E]feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building sit ❑feet ❑ meters Datum G10. Community's design flood elevation ❑feet ❑meters Datum Local Official's Name Ti e Community Name Tele one Signature Date Comments(including type of equipment and I ation,per C2(e),if applicable) ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page'4 of 6 ELEVATION CERTIFICATE OMB No. 008 Date Expir on Date November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. 17,06 INSURANCE COMPANY USE Building Street Addres (including Apt,Unit,Suite,and/or Bldg.No)or P 0.Route and Box No. olicy Number City State ZIP Code Company NAIC Number j SE ION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BF complete Items E1—E5 If the Certificate is integded to support a LOMA or LOMR-F request, complete Sections A,B,and C For ms E1—E4,use natural grade,if available Check the measurement used.In Puerto Rico only, enter meters E1. Provide elevation information for th following and check the appropriate tioxes to show whether the elevation is above or below the highest adjacent grade(HAG)an the lowest adjacent grade(LAG): a) Top of bottom floor(including base \floopeningsided crawlspace,or enclosure)is feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basemf crawlspace,or enclosure)is / ❑feet ❑meters ❑above or ❑below the LAG E2 For Building Diagrams 6-9 with permanpr ain Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3 Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4 Top of platform of machinery and/or equipment !� servicing the building is / ❑ ❑feet El meters above or E]below the HAG. E5. Zone AO only:If no flood depth number is availablOs the to of the bottom floor elevated in accordance with the community's floodplain management ordinance? ,❑ Yes y No ❑I\ow The local official must certify this information in Section G. SECTION F—PROPERTY O NER(OR OWN 'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized repres ntative who completes ctions A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign re The statements in Sec ns A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Rep 7ntative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number �)ev (oil` ►1 cl35 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and'Rear View",and,if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. I li L Ilf�l� 11 � - Photo Clear Photo One taw, , -��-'l���III nm IIII��► i �n i�ui�m» 1111E ;��►�=4 Photo ___.. Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(inclu ing Apt.,Unit, Suite,,and/or Bldg No.)or P.O. Route and Box No. Policy Number: / $- r.� 4 City State ZIP Code Company NAIC Number U4 1 del '(,rk 11D5 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View" and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. Ule Photo TI vpzL✓ Photo Fc FEMA Fo Form Page 6 of 6 Continuation Page Ak.7 For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number City } r State ZIP Code Company NAlCNumber rk A,erc vire fw4 IL f+ nc1' �n!fS w u rct�c.Y II�c1 I�ryf ,t.•+ /o �F►c wcS� Slc oh tL.e A04i�. Ae, 1y� ��- 7G, wA),; ek'.✓ckn /0,7 �4. rMG W-,bb- w� � ✓/l�><S G�c w U H�+�y t' ,,., lac,,1eCf o., Me �=�r5/' 1�� C-4 /*c- ('mow M cic , ,fi�� I i' '4 14 `'{ r r �� _�� y�U� i Iii 'n Hill- S.1ltU5 AtUlll jVp4 j"H T. TERRY - N � •r� ` ' � f' O. In 117tt j -r'OW1Y CLERK Srrulliciltl Nct� Ytirk REGISTRAR Or VITA.STATI511CS �+�A {� �- Fax (S I hl ]fid-I f;`� O MARRIAOF OFrICI:R _ . �j ~' - �bO` Tcictilrcrnc (5 16) 7(i%, NMI1 RECORDS MAGEMEIYT OI"FICEII / 1 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit /Cpplication" (FDP(93) ] , and "Certificate of Compliance f/5r Devellc%pmen t in Special Flood Hazard Area (C:/C(93)) . arc— _�- ' TOW:4 OF SOUTHOLD Ah T. Terr Y Southold Town Clerk August 25 , 1993 APPLICATION f PAGE I of 4 TOWN OF SOUTHOL.D rLOODPL -IN DEV , LOPMDNT PDR-MIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sign). 1. No work may start unci] a permit is issued. - 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if oo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANC,CERTIFY THAT T ME S HEREIN AND W ATTACT iMEN CS TO _ THIS APPLICATION ARE,TO EST GE,TRUE AND ACCURATE. TE. SIGNATURE DATE V T /SECTION 2: PROPOSED DEYECOET (Tr comQlctc by APPLICAfti'1l All `FIA.ME ADDRESS BUILDER17 ENGINEER PROJECT I_OCAT]ON. To avoid delay in processing the appbca(ioa, please provide enough information to easily identify the project location- Provide the street address, lot number or leo description (attach) and, outside urban areas, the distance to the nearest intcxsecting road or well-known landmark A sketch attached to this application showing the project location would be helphd. FDP(93) / 1 L • r t APPLICATION PAGE 20F4 DESCRIPTION OF WORK (Check all appbcable boxes) A. STRUCTURAL DEVELOPMENT _ ACTIVITY STRUCTURE TYPE D'New Structure fPldential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation O Combined Usc (Residential & Com merc al) 0 DemdGtioo' ' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement facturedH me Park? O Ycs) ESTIMATED COST OF PROJECT' S B. OTHER DEVELOPMENT ACTIVITIES: C3'M 0 Mining ❑ Drilling Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) 0 Roa/lti Street or Bridge Construction O SupkEvision (New or Expansion) /� O [dual Water or Sewer System J ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhiIMSTRATOR) The proposcd dcvclopmcnt is located o❑ FIRM Pancl No. . Dated The Proposed Development. ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca FIRM zone designation is 100-Year flood elevation al the site is: R. NGVD (MSL) O Unavailable ❑ The proposed dcvclopmcnt is located to a floodway FBFM Pancl No. Datcd O Scc Scr_Uon 4 for additional tostrucnnos SIGNED DATE i APPLICATION # PAGE 3 OF 4 SECTION 4: ADQ(TI NAI, INFORMATION REQUIRED To be completed by LOCAL ADL41NIS-FRATOR The appficanl must submit the documents checked below before the application can be processed. lJ A sue plan showing the location of all exLSling structures, water bodies, adjacent roads, lot dimensions and proposed development. Uz1velopmenl plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the fust floor. Also ❑ Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ Floodproofing protection Icvcl (non-residential only) (MSL), floodproofed structures,�npp6cant must attach certification from registered engiineer or _ architect. Cltifi Cercation from a'registered engineer that the proposed activity in a regulatory floodway will no( result in an increase in the height of the 100-year flood. A copy of all data and calculations supporting this fwding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be corn lcted by LOk:AL ADMINISTRATOR) I have determined that the proposed activity. A_ ❑ Ls B. ❑ Is not in conformance with provisions of Local Law i , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of designated fec. If BOX B i5 checked, lbc Local Admuustrator vrdl provide a wri(ten summary of dcficicnc . Applicant ma revise and resubmit an appbcalion to the Local Administrator or may request a bearing from (be Board of Appeals • APPLICATION W PAGE4OF4 APPEALS Appealed to Board of Appeals? O Ycs ❑ No Hearing dale: Appeals --- Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section mlust be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofwg protection is FT. NGVD (MSL)_ NOT,'c: Any work performed prior to submival/of the above information is at the risk bf the Applcant• 1 f ,( SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B !i 6AMP,LE CERTIFICATE p F COMPLIANCE P for Development in a Special Flood Hazard Area r � 1 • !i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAI-AJ D ARIA (nVtiqs,TR MUST RETA TN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXIS'T'ING BUILDING O VA�CAN'I' LAND ' ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, .kS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) Scott A. Russell SUPERVISORIt�1[A\�A\�G�]EIMUEN`7C' SOUTHOLD TOWN HALL-P.O.Box 1179 p z 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ,SEP 12 2016 ( TO BE COMPLETED BY THE APPLICANT) - - - DOES THIS PROJECT INVOLVE ANY OF 'g'IElIIE A )<,I,®WRNG: Yes No (CHECK ALL THAT APPLY) El❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ° B. Excavation or filling involving more than 200 cubic yards of material - within any parcel or any contiguous area. ❑[�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted J- Won-FIR-M-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. l 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 Manakement Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Propel r,Design Professional,Agent,Contractor,Other) S•C.T.M. D000 Date istrict NAME: ��n Section Block Lot /`Qu'd `'"FOR BUILDING DEPARTN•IEN7 USL- UIN V Contact lnfonnatiorm 6 TelyAaie Numbcu Reviewed By: — — — — — — — — — — — — — — — — — — I Date: 9•(y- /S// o Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — j t Approved for processing Building Permit. ��� � � �+4C//! �� �`/�M��S � ❑ Stormwater Management Controls Plan Not Required. CGZ/ ted�IGLf= Stormwater Management Controls Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 T APPLICANT. S,C.T,M.#; 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) aQs�/� F p u o r1�-or -�� Stormwater Management Control Plan CHECK LIST NAME D V CAA �o Section Block Lot SMC I MCI P -Plan Requirements: Provide ONE copy of the Building Permit Application. Yk...PnN Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing p� M.- T/ um1w �2O1 � all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to aDy 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. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing & Area of Proposed Land Disturbance. ; ll imi a to: f. Existing & Proposed Contours of the Site (Minimum z Intervals) ll a onstruction Entrance g. Location of all existing & proposed structures, roads, i c e i eruing,stabilization 8e driveways, sidewalks, drainage improvements&utilities. SUeding of exposed and/or inactive 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). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. Contact TOS Engineering at Jb5-1.50 befrore 2. Stormwater Management Control Plan must include Calculations showing Backfill, OR Provide Engineer's Certification that the stormwater Improvements are sized to capture,store,and infiltrate that the drainage has been installed to Code. 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: D a. Erosion & Sediment. Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) j —d--L-eachin Structul'eS(e gTinfiirration basin"wales,etc.) — 1 BUMDING DEL I`(M I )SPAR' 1ENT usE ONLY*"�* I` TOWN OFSOUTHOLAD Additional Information is Required. Reviewed & I; Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — I Stormwater Management Control Plan is Complete. Date I. SMCP'has been approved by the Engineering Department. I FORM # SWCP Check List -TOS MAY 2014 A a Town Ha11.Annex �+� GAG Telephone,(631-1802 54375 Main Road Fax(631)734-9502 F5.O. Box 1179 c Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION-OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD - SNOOD C01 STRUCTION AND/OR TIMBER CONSTRUCTION= ' Date: Owner: , Location of Property Please take notice that the (check applicable line): 4/ New residential.structure Addition to existing residential structure a Rehabilitation to an existing residential structure Y 7 to be constructed or performed at the'subject prv'{�ertji,reference above 'll utilize (check applicable line): _ =- Truss type construction — Pre-engineered wood,aonstrucvdp (PW) - (� Timber construction-(TC) '. in the following location(s) (check applicable line): Floorframing, indutling,,gitders.,and,bdms.(F) -, Roof r rbing(R)' Floor and roof framing (FR) Signature: Name (person sub:nittlr:g his folTri): //,� Capacity(ch ck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE-RED._ _ ROMAN AL-PHANUM,ERIC- - PA4TPNE '' DESIGNATION OF CONSTRUCTION (PMS)#1.87,;'- r' ;g =,A 1 TYPE BASl;DgON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE Z" NIIN. REFLECTIVE WHITE _ 1/2'STROKE -- .__. . � .-- .._- ••'-pESiG�rtATt�JN'FQR-'STf�tlC7`ttRAt ••- -- -----.__._---- . ---_ _ ---- -- �- GOMF`0NEQlT,Sti' RAT-AgE OF •TRUSS'Cdk8TRUETION "F" FLOOR FRAMING,INCLUDING_ 1 - GIRDERS AND BEAMS; "R" ROOF FRAMING _. "FR" FLOOR Ab R'&OF RAANJIAG -MUSS IDBORQAflt ON.SIGN . COUPIJANCE VIIITH 19 W.CPR PART-1265q CODES DIVISION D _E TRUSS IDENTIFICATION SIGN DATE:03,N2005 - - NEW YORK STATE DEPARTMENT OF STATE r, -- 77DIVISI-O-N - OF CODE ENFOR-laE' LENT it o T rAND ADMINISTRATION zne��Rsl.�eNT:n•��E�: Date File # f qa TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: I I S-0 &P�1(,Z/ISkhp/SCTM # Property Owner: Af -� 0 Phone Address: ! �`� - vr�� L(A �� N NATURE OF COMPLAINT: CTION TAKEN: .D t,� , ,- Zo x- Optional: Complainant: By Phone Mail In Person . Address Phone: 3� � Report Taken By: Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: gg S, �' ` to ACTION/DATE: Gam° After investigation and inspection the Board finds that the applicant requests permission to relocate building with insuffi- cient setback, T,ot #17, Pecor_ic Bay Properties, Cutchogue, New York. The findings of the Board are that the Board is in agree- ment with the reasoning of the app=icant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and world not be shared by all properties alike in the Lrmaediate vic-n�ty of this property and in the same use district; and the variance Tail'_ not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE 1T WAS RESOLVED, William, and Alysse Johnston, 8 Larkspur Drive, west Islip, New York be GRA�eTED pernmission to relocate building with insuffL, Lent setback, Lat 1f, Pecor_ic Bay Properties, Cutchogue, New York; as applied for, suhject to the following conditions; 1. There shall be no further construction of dwelling units on Lots- #17 and 185 which are hereby combined in this action- 2. Neither the guest house or the relocated main_ house shall encroac'n on the 1931 filed -zaD l;ne. Vote of -be Board: Ayes: - Messrs: Gillisp_e, Bergen, Hulse, Grigor_is. I -'o, recorded in Liber 1443 Cp 169 and Liber 1638 Cp 119. CJ- -e-ts and resr-rictions recorded in Liber 1771 Cp 94 and Liber 1770 Cp 469_ ,mot 12) l0. No title is insured to any lands lying below the mean high water mark, of Cutchogue Harbor and Haywaters Cove. 11. Riparian rights of others than the insured in and over the waters of Cutchogue Harbor and Haywaters Cove. 12. Rights of the Federal Government to enter upon and take possession without compensation of lands now or formerly lying below the high water mark of Cuthcogue Harbor and Haywaters Cove for the purpose of commerce and navigation. 13. Rights of others in, to and over lands lying within the bed of Haywaters Road. 14. No title is insured to any lands lying within the bed of Haywaters Road. II M1 M :«. s- Iw w y a • 4, t ' r w 4 . 'Jo.,Ah Y' r �� 3}4 k as ,y k �a N el) � o 0 3 3 0 0 liar:w'.18G 03 rD (D 0 0 arC �'Wlstant Coati steel CWO "�'t�F��b�aUrt•y sa�ti W���'i" " It VSol-I I F ami ■ moi ■ � _ Sol I m m 0 ■ moi � ■ � ■ ■ moi I MEN 4io5o = = 1 0 = m m eastr�'% /D o . EX/66i;oIV e F IYolal/ Pllmll�,111114D , y W#tW, `'r E-,K YjXj--- 5 ApI912 1 DDD JAN 1 7 2018 TOWIJ OF SOUIHOLD VryFO LU F,p • Zm m � 01 1000-111-01-24 �' p LOT 19 N - p nl (1� N l O $ � v L cn �OD RAy ;r N CNO XO LO P go) Q' 72.pp� P } g a N 82.4-25, N $SEDIpAENT CONTROLS ,6 Z w ' p wosa� Shall include but not be limited to: o o tor © A well maintained Construction Entrar Cc, o o Wire Racked Silt Fencing,stabilization& +'�0 M U) � Seeding of exposed and/or inactive s Is, Lo �j m 0*1 SITE PLAN SCALE: 1" = 20'-0' w UU U� O i)RA1NAGE INSPECTIONS ARE REQUIRED Contact-TOS Engineering at 765-1560 before N Backfill,OR Provide Engineer's Certification that the drainage has been instalied to Code. APPROVAL OF STOR WATER MANAGEMENT � cul CONTRO P N - ow Code p r?36 Date: 15 A. Q V Approved by: j SCP - 9 2016 • BUILDING DEPT. � ��; TOWN OF SOU MOLD • p� DRAWN: MH/MS r'3 SCALE: SEE PLAN 1 JOB#: September 07,2016 .9� f SHEET NUMBER: z REVISIONS. CUTCHOGUE HARBOR NA �� "pP °6/°"'°I° • A-L lT N AbandorAmrnt Of existing sanity m SI..;�F, CO. HEAT. N SERVICE sanitary system must be tri CFFiC£CF�ql�5T£5'aA7£R �T, comfcrrranoe wi.i,dzparp.}�net requirement Submit ._ _ completed form wvm-_as proof. TEST BILE DATANl Elm Pilo Xv Av, 1,10Lu _ (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22, 2006) /a\� �,b G "• NATURAL AREA To REMAIN I O I '"L"G� O t " q „ 07 a a``cl+V 7�°,�•���„�•l•� i AS NONDISTURBANCE BUFFER I Q '1 M G YS "" cy ♦ r. .•,h,•. S ° I E LAND AREA•11,503.05 a Ft �u i �/r .•*�1`•' yo -- O. 4+�e 9 FxaTID '�.' '•x •� ..i� x 1000-IIa-OI-25 "`'� �srn e9 •v °••+••LOT PALE BROWN FINE TO MEDIUM SAND SP vo 1000=111 Q .. 0.4185 a<e.r_tr.� tU o •• i4 u'. :�•`!°• ;IL , U l-1 a V • LAND AREA?.i5F67.I.Y aq,Ft. Imo_ 04 ___ ilk vJ cP p •: LOT ®7 .� � LIMITS OF l O �" ' P ..:�wMw §" t os;• 091 � Z .7 a O+ m � ' eme' �m , i CLEARING I -� �•."' a�s1 `� / EL 12' ••pe ••Y:+••'.}i, °S (P 3.3'3 a g ,Trt "QF 3 WATER IN PALE BROWN FINE TO MEDIUM SAND SP - S E P 2 1 2016 FM max DE 4 W PN a a. IgU DIN T ISTIN4 FLUSH ®BJi� jj��+tl,•r L �T� ............ �I� VIAIK VIAV WN OF S®TOWN o• � ...... � x EP QQ 10aQ 2 STY,FRAMED HOU � SE H, ��• LP ..nw�N FLOOR:MIN.11 0' " p ''' q EP •,���+ • erou aAa xuHe AI �L WATER IN PALE BROWN FINE TO COARSE SAND SW V1 A , �Q00 ` �•';pECI< l N, �y�•r,°�q� IL &i, S,C^J ^„� 1�.d �t�•. ��;;v.� ROLLCEHTWATERPO ( WEREANING ALL PP. A IO". SP •T / SEPTIC. ,D: pyW- ,.•� ••,.L�;t;t:L ,•d%-yam p� Q t• ', /^� � � F. +• ;t- v j`_ .. ` sf 4'X8'1000ga1 SEPTCTANK REBUILDEXIS,ING"1"t" •;.y w I fTl If - I� �� W z •Licsy�ii-•• e VV D.W D.W ,RETAINING, • .�j,.i..�,\ •(`',• el �A` Q • �e .. LP-8'dia X 3'deep LEACHING POOLl '° ,• ;a'4,,o-` ••G ',l184ta=y:• r EXISTING) NE'I ,� C W DP.B'dla,X 3'dcep DISTRIBUTION POOL . 'Y.�f• y`•,ORREMNN 0. i w l 10' > •'6 ;� F- EP EXPANSION POOL 9 v, ,t, .Y`°b,1.t •� C T v $t, 'AI Q m IOoO-111-0I-24 (ka u •t. •y, LOT 19 ✓~1 N ";°•! .® r— SITE PLA 7� : � I: N 10 -111 -1 - 6 S, ca II 1 1 � � d '' ry o S�4?S20” SCALE: 1 — 40'-0' a ,l w SUF'F'OLK COUNTY DSPE4RT,i1Z:Y:Oo=HEALTH SE Q i.��• LDT �R ES a U 1N1T FOR APPROVAL OF CONSTRUCTION FOR A ENGINEERtS CERTIFICATION REQUIRED, SINGLEc FAMILY RESII)E VCE ONLlSUBMI P.E. R RA CERAFtlATION �v ~ r C0FOt!IST TI r N4D ON, I�UT1DATE } 7 H.S.S No. OF n i o APPROVE ®�� U FOR FINAL APPROVAL. VSE FORM VVWM 73, °$ CoQ Fo xrh�t�M 0� SEDROO 0PI11ES ! .;tw£ l EAF?s I'ROfP9 ®I:. , DRAWN ROt MH/MS L, y Sam f A SCALE 1"=40' 10R N S�10.mN 2015 SHEETET NUMBER, Cn S®1 [E(g[25'vc D SURVEY OF JAN 2 5 2017 LOTS 171 18 & 19 BUMDMG DE,PT. F, SUBDIVISION MAP OF TG-VVN OF SOUT11OLD PECONIC BAY PROPERTIES , Inc . AppyRFNT FILE No. 786 FILED APRIL 15, 1931 IyJ''7 ��\ NOH WATK FR MAR 0/y 101252113 HA � SIT UA TED A T / \ v VVA �o TE� ,�° NASSAU POINT 2.1CON7E TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK S 83°28'45" E S.C. TAX No. 1000- 111 -01 -24 - PROPOSED FILL LINE AS 115-46 1000- 111 -01 -25 I _ - PER FILED MAP TIE LINE - - 1 0 0 0- 111 -01 -26, -- - - _ S 77°49'00„ SCALE 1 =20 3 Q)° UNDER WATER E 82.7 AUGUST 16, 1996 TO TIE LINE AREA = 4,695 sq ft o - - _ OCTOBER 29, 1999 ADDED PROPOSED CONC. WALL I( I � L07'I 18 ��cti� �Q 0.108 ac. C�j TIE LINE - - _ FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS APRIL 21 , 2006 ADDED TOPOGRAPHICAL SURVEY ND AREA = 10,126 sq. ft. �q� 2010 SET I wo sT s-1 TO TIE LINE 10.232 ac. ���� ��\qsA' F 1000- 1 11 -01 -25 MARCH5, 9, 2010 ADDED T N.A.OV D.S11988 DATUM INSPECTION II I I -Q.5 11 \\�'P A> 23 ` \ APRIL 25, 2012 UPDATE SURVEY I I I BRICK BRICK P \\\�l�p� „, 1000- 111 -01 -24 00 \ AUGUST 14, 2012 LATHOUT RIP-RAP I I XIAPRON I WOOD STEPS LOT 19 CV JANUARY 14, 2013 REVISE AS PER DEC I I I 14.3' 53' X6.5 W /� JANUARY 25, 2013 LOCATE H.W.M., TOP & BOTTOM BANK, & RESET LATH s.o MAY 13, 2013 REVISE PROPOSED RIP-RAP I I BRICK PLAT. I u FRAME ' o \ Z � UNDER WATER AREA = 4,871 sq. ft. W 13.o I BUILDING �\\\\ �.Z Sal w'OOD STEPS F.FL$.� i.+ \ \\� � O TO TIE LINE 0.1 12 ac. 0 0, 201 STAKE SEAWARD LIMIT OF ROCK 14.3 0 \ \\ .� FEBRUARY 3, 2016 LOCATE NEW ROCK REVETMENT I I I .0 WOOD \ \\\� Q O JANUARY 18, 2017 FOUNDATION LOCATION I I I / X 6.6 0 ` \ 3 O �O O 11 Y I I N \ U O o EXISTING CESSPOOLS AS X \ o ,� \ y CERTIFIED T0: , o PER OLD SURVEY Z o CHICAGO TITLE INSURANCE COMPANY Z ( I I o ao \LN//1 I ool Y N 6-5\ 1 wooD WALK o \ �, g 2.68' ,M �q AINTHONYNATIONAL CAMPONK OF LONG ISLAND • Cq S. I I Im I I I � �e I I 173.51 6.5 \ �oaoti� °r1V tiT ANGELA CAMPO I 5.a " 159. 2' S.2X \\\ \ R= 126,g3� L °P� N� 2 I I S 89°00'00" W �\ CAI o ( 24 1 I �EsN�° \ �\ 56.32, N o i H Y ATERS OA 9 NOTES: a �' X_U o a \ OOD STEPS R\ lv � 5.s ( � � �' e.e1,_4 � wOOo 8726 1 . SNOW FENCING NOT SHOWN. T.B. .3 T.B a� UTILITY POL l `�' 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) AS SHOWN ON FI H 'RMANS ROA,�)x �I _ �,p •9 WOOD H LIL #3 B / X - - FLOOD INSURANCE RATE MAP No. 36103CO164H 1''X I I (NOT OPEN) \ // 5-2 ��� GUY WIRE `�38 (/ 589,00,00+� E82.61 R=93. 3, x ZONE AE: BASE FLOOD ELEVATIONS DETERMINED _ \ kti ID 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM _ // \o X EXISTING ELEVATIONS ARE SHOWN THUS•s.o rT� Z I ' - 'S-- - - _ - _ - EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -5- - - - - O I I �p \ n v 34.4' T.F. // ' S / F.FL. - FIRST FLOOR 7.O' 0 1 9 Q I ti,� G.FL. = GARAGE FLOOR J O 1 I ti N \ '0 34.0 TF 15 W WATER LINE W Q ,.d W B.B. BOTTOM OFTOP OF LBU KDHEAD OO I I 1 3Q \ ^70• % T.W. - TOP OF WALL QJ l,p Z HEDGE 1.5'N. \ °•: B.W. _ BOTTOM OF WALL 00 0 I I I �N \ (d0 9 T.F. TOP OF FOUNDATION (.01 o4z ' 0 \ 6.0' 2 X �Qo�� p y I ( 1 ° '(T T I oma \ CONCRETE 6.0' X4.7 I ,`. \Q` x \ FOUNDATION tL xL41 CV F= h 2 �s G X2.3' `° 2 P\a5 of ? O s�P �(/C �/ �{ 34.0' TF RFS 4T V x-4.4 �� V / / v / I r / I / 46.2' \ v . °. `� 6's. xI E a� 221 / I IL I / I ( oN \ TEST HOLE o \ �o�' o JyF I X IX 1` 5.4 1 0- 111 -01 -26 NI LOT \ AND AREA 25,462 s q. ft. "oo I \ = I TQ TIE LINE TEST HOLE DATA \ 0.585 ac. ~yam G f'l i \ �F.��\ 16 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22, 2006) \ AIL_ 9TH OEL 3.6' D 2.3 X 2.3 AL. PALE BROWN FINE TO MEDIUM SAND SP >m Y `C v l / WATER IN PALE BROWN FINE TO MEDIUM SAND SP YYY 4 Z o x�og I Z C-) CA N IN I P AL I WATER IN PALE BROWN FINE TO COARSE SAND SW rri e \ ^° b'10 \ \ 10 PREPARED IN ACCORDANCE WITH THE MINIMUM <0 10 \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Z \\ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEWYORKSTATE LAND TITLE ASSOCIATION. AL \ CA uA / I c / ,..• N.Y.S. Lic. No. 50467 e _ TOUNAUTHORIZEDTHIS SURV ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 96-267 SURVEY OF LOTS 17 , 18 & 19 SUBDIVISION MAP OF PECONIC BAY PROPERTIES , Inc . n IFILE No. 786 FILED APRIL 15, 1931 � vcc \� VVVVV ER yARK ON 1p FIA -YWATERS SITUA TED A T /25/2013 NASSAU POINT 0�� TOWN OF SOUTHOLD D+ SUFFOLK COUNTY NEW YORK S 45 ' 28 83' " co � I p p � \ - - - E S.C. TAX No. 1000- 111 -01 -24 1000- 111 -01 -25 Cd PROPOSED FILL LINE AS PER L FI 115-46' 1000- 111 -01 -26 ED `-TIE LINE MAP S 77049 SCALE 1 "=20' U 00 E AUGUST 16 1996 I stje UNDER WATER AREA _ CD — — 82.73' ' I - TO TIE LINE - 4 695q. _ OCTOBER 29, 1999 ADDED PROPOSED CONC. WALL I LOT 78 p Q 0.108 cc. f f' CN �`TE uNe — FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS I O R° n _ , _ APRIL 21 , 2006 ADDED TOPOGRAPHICAL SURVEY L ND AREA = 10,126 sq. ft. `�°� q �' MARCH 5 2010 SET LATH FOR SITE INSPECTION I WO D STE S TO TIE LINE 0.232 ac. ����� 1000- 1 11 —01 -25 JUNE 9, 2010 ADDED N.A.V.D. 1988 DATUM APRIL 25, 2012 UPDATE SURVEY I BRICK BRICK PLAT. GT 1000- 1 1 1 —01 —24 O AUGUST 14, 2012 LATHOUT RIP-RAP I APRON WOOD STEPSw LOT A9 JANUARY 14, 2013 REVISE AS PER DEC I 143' 5.3• �\ W JANUARY 25, 2013 LOCATE H.W.M., TOP & BOTTOM BANK, & RESET LATH I \ UNDER WATER AREA = 4,871 sq. ft. MAY 13, 2013 REVISE PROPOSED RIP-RAP w BRICK PLAT. w FRAME W p \ o OCTOBER 20, 2013 STAKE SEAWARD LIMIT OF ROCK I WOOD STEPS BUILDING \\\ 00 TO TIE LINE 0.1 12 ac. FEBRUARY 3, 2016 LOCATE NEW ROCK REVETMENT I 14.3' O I �.0, W00236CK \\ \ O JANUARY 18, 2017 FOUNDATION LOCATION i \ < O JANUARY 12, 2018 FINAL SURVEY 1 O � O Z v CERTIFIED TO: O 1 0 0 ,I 6 a in I \ \1 a CHICAGO TITLE INSURANCE COMPANY `gyp \69' 2.68' ,N �qc FIRST NATIONAL BANK OF LONG ISLAND I g 11 3 m I I 173.51' \� �404T h gtiT ANTHONY S. CAMPO \ °0o'"c° ,N ANGELA CAMPO R= 126 S 89000'00" W ,59'.42 93, L, ��` z I � (Al ti HAYWATERS ROAD I 1 \��\ p O \ , OOD STEPS /Q� I •� NOTES: �' °o R�26 i UTILITY' POL Mp '93' 1 . THIS PROPERTY IS IN FLOOD ZONE AE EL. 6 AS SHOWN ON FISHERMANS ROAD) ;<_, WOOD BULKHEA LIL 113 FLOOD INSURANCE RATE MAP No. 36103CO1 64H "'� ,,,, (NOT OPEN) / --____________ <��� 11 DIRT DR�k'AY // ' GUY WIRE 8 5 , � '�°�a^�i182.61 R=9,3.9 3, �'--~ WOOD e •9�, ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N 89 00 00 E <<, Z — — — — — — — WOODAL �p 2nd STORY � S v O c ON Rgj$E�W0o0 PLATFORM o 7.0' 0 1st 3 p0��CC�VER I W W WATER LINE --- -Og\ /�•O SEPTIC SYSTEM TIE DISTANCES IW W. O C"Il �'¢ DEME -70 _Ie II HEDGE ,.5 N. r \ COVER HOUSE CORNER "A" HOUSE CORNER"B" QJ o NT 3 1 �Z ENTRANCE r 4� 1 4 i� I1 ,9SA e. G yL10 o , �� ��° �P� T . SEPTIC TANK 25.5' 42' tz� 3 co 1 ,� ����' o°a°ems °< OUTLET COVER ZLU 2 STORY 6.0 3 a ,' a. a �( CESSPOOL , 3cWj aW ` FRAME NOSE •' f g5'IN `�tQaJ�� a �. - ' DISTRIBUTION POOL) 3837 ski 4 3 op 6.01' 1 I �/ F°6� �.•._�VSP�P a ��� `EY CN Q / _ ;n x o 1 r 10 �� Vim/ Q / — "' G �� L _ // of e°� °p Gil, L (� t z� - 34.0 -700 Y y v Ist STOR DEC OVER U� / f'r7 61 / WOOD STEPS I �a 01. O� \G 1 1000- 111 —01 —26 e; �Y a' U W 1 LOT 77 I i—� \`I se°°vS , c0 N I � \ , � SES ����° S, v:;rFG'y�;C;,:,�.,�•i-ri':y•-��TI�fENT O OFHCALTHSCR' ,7,7 1 OGS /-+ CC`.'.».:�,',C ('�,:."' i V.: '� I AND AREA = 25,462 sq. ft. � c� �� • C� ^TRl?CTED WORMS FO"t TO TIE LINE Q,585 cc. °� ~y �G <+ IPvi:i_r_ FA 0.585 JAN .Z 1-MI- 1-?.S ^s1'. Cyto. 0 0-003 1 AL P OtSO Tiln e•n•..•trt.d:Spora1^ur'1�'.'l::nr�.•�h'�. .�..;'f at 1!' A. ?ry i c:'M CS U ,loc2.� - Cel Pcr � C..Vfi,to hY t�;S JQn'1 otl ft r1 , AL b ,,,vC,OFtOrc A F.'�:1,':;1��QF, '- �,�• y m Fo I- • A ^o Ism Qflia.<rOf Ykz7..tC.rwa+.,`.rr �.�T z Ul AL C J\Z T J �I�_ AL �� � 4Ur ltd 16 2G.� rn P F CO PREPARED THE Nr rq rr le �cV UM AUG - 8 2018 STANDARDSI FOR Tr LEANCE SURVWEYS ITH AS ESTABLISHED Z THE FOR SUCH I USE BYNTHE PNEW VYORK ED NSTATDEPLAND TITLE ASSOCIATION. V" ]LCL T'* + ' TF *J� t f .F'• r` 'y . � It M:♦' t .`+. Cfl W N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 96-267L SURVEY OF E LOTS 17 ) 18 & 19 N 7 g° 3' 1f2f, E S 59°g5 3 SUBDIVISION MAP OF g 95 8.3 PECONIC BAY PROPERTIES , Inc . C� S FILE No. 786 FILED APRIL 15, 1931 Q O, 70° HA 'YVVA SITUA TED A T G � V' ° ti ,AL ��tiF Q �� TE R S NASSAU POINT AL ° TOWN OF SOUTHOLD �� ` ti°� \ SUFFOLK COUNTY, NEW YORK 0&I"Q- _S 83°28'45" E S.C. TAX No. 1000- 111 -01 -24 1 1000- 111 -01 -25 a��� / / x` \ -___ _ _ q 1000- 111 -01 -26 N 1 ¢° 7 f 7 ff E , "7/ // 3 \�lll` '�Q ` i �ROPOSEO FILL LINE AS PER FILED r U •28 2.45' °I.B / � I J � —� `!�\ \ \ �- \ S�9• �nE LINE '- ��•..;��P 1`=� `) 77° SCALE 1 "=20' 490 ' i `� 0" AUGUST 16, 1996 1 000- 1 1 1 -a1.\2 F�`\\ \\ >>.,� UNDER WATER ARE o $ 3 - 2'7 ' OCTOBER 29, 1999 ADDED PROPOSED CONC. WALL J LOT 18 X\X_42 �'U' \ \ TO TIE LINE A = 0.139.00 Sq• ft, o ` ` \ < \AFq \ 095 pC• N r/E UNF -. �_, FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS z I / LAID AREA 1 ,503.05 sq. .��\ �'�o\ �o ^ �`�w APRIL,.21, 2006 ADDED TOPOGRAPHICAL SU VEY ! I 10 TIE LINE I(J.264 ac. y�ODD STPs I \\ ►� I I i ► / (' BRICK BRICK P\LAk\`\ X`.2��\ `\ 1000- 111 -01 -24 I I I / 1 APRON I J X WOOD STEPS x 14.3• \\ \\ \ \ •� LOT 19 I I / BRICK PLAT. (AFRAME w \\ `\ `\ \ \ UNDER WATER AREA = 4,871.18 sq. ft. rri I I BUILDING \ \ \ y$ C7 TO TIE LINE I I I F I WOOD STEPS FFL 213 L4 \ \ \ \ O 0.1 12 ac. I � � X 14.3• \ \ \ %P n- YO g \ I .0 W0023 6ECK \\ \ `\ `\� \ ��• o AsX °' I I I Of `\ I R TING SURVPE01OLs AS \ &2X v wy I og y xN \ WOOD WALK 2.68' �,V �'.9cq i X m I.sz 1 178.47' XX21 \\ \ \ \_� _ w oon�° Nh Nr oC �. h \ °Ocir D° z I� S $9°00'00" W...---\ Im I `\ y\ \�5 \\ �'� R- 126'93 �, `� CERTIFIED TO: 0 m I F��"a � ' ' \ \ \ 56.3,> CHICAGO TITLE INSURANCE COMPANY W ! 159 y °'\ . A°� �. '�` \ FIRST NATIONAL BANK OF LONG ISLAND w N ! ! I-� Y�IUAT E R S 0 1 ��p a Xti \ �� DDD �. ��� m ` e of c e.s23 wOOo�p"�2 ANTHONY S. CAMPO 2 ° TUTIITPOL �Mps,9 , ANGELA CAMPO g@2 WOOD BCHELIL10 J) FISHERMANS RD 3 l6 1II! I SCcF o V_•_..I p.�, ° 182E �f °n :° 1 GUY WIRE(NOT OPEN o BRICK o R=Qd ° e°�3 . \oo°E89°00'00" `38 , r"• ..._. \ I I I..�,�` � WOOD STEP " .. • • OY�N� eEs�3 • ° ° °. . � e•�_.•..:•..,..•,� ..p��',$ O�� � yeg0 rB`f S / I / 1 z ! �1�ic I ^ 26.7 aDRIV ° • • �ERHORY 16.0 z ".° pNE EWAY °. j a O I I I II i i 11NOQD 9TEP5 N 2 't� a e l `~ O`tS. .I •O O v 111 I I 6,0. Q W e W IILD I ! I ( \1 1 X S0° a .a X6,9 I I I X I X \ \\ \ \ 4`4 � 3 \ A d i ° / HEDGE 1.5'N. 60 J I I \+ \ X 2 .S-•QR,/ O \� e • ° �7 �0A aP �Uq °\d ° ° 1V OTE 7: / I I 1 1 1 \\� bi RAMIE HOUS \„ BRICK Piar. °'- I �,00�' I I I \ \ ��\ , E . WOOD STEP :. z' v � FO p5 � .' O � a / \ \In " PSTE ° aQ" `'%� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM J I I \ \ \ \W� \ so CNI1tN n' FENCE 1� �� X a` 'e' • EXISTING ELEVATIONS ARE SHOWN THUS: — — — J I I x \ \; \\� a \a " 217 �`�✓I _Z J/ /I 2�Wary \WOO EXISTING CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR STEPSWOOD X11-4 1graYDaD 0. G.FL. - GARAGE FLOORORY W000E '4\ .4Z — —s— — — — — T.B. - TOP OF BULKHEAD } /X\ 1 \ \ N RSV �� i t'AG BW. - BOP OF OF BULKHEAD B.W. - BOTTOM OF WALL 100' — J l \ WOODS \ \� a�`�"�N 2. SNOW FENCING NOT SHOWN. X� / I ` \\ \� / TFC •� PRw . / \\*J / \ X� /ti 3. THIS PROPERTY IS IN FLOOD ZON AE EL. 8) S SHOWN ON x �o sT�'FF�O O FLOOD INSURANCE RATE MAP No. 3610 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED AL I I // � \\ I TEST HOLE \ z Ix / x I I � 100- 1 1 1 -01 -26 LOT 17o X� co 1 I \ 105 / �00 I `\ AND AREA = 25,462.14 sq. ft. I T�TIE LWT\ 0.585 ac. y, \�� TEST HOLE DATA '_1 \\ \ cy*, o���� �6 (TEST HOLE DUG BY-Mc DONALD GEOSCIENCE ON MARCH 22, 2006) AiL3.1 T \ \ X \N- _o' AL X." \ o PALE BROWN FINE TO MEDIUM SAND SP �A I 9 O EL 1.2' WATER IN PALE BROWN FINE TO MEDIUM SAND SP X I 4. v 17- 1 00 WATER IN PALE BROWN FINE TO COARSE SAND SW Un "YYY V AL AL 10, \ S UNAUTHORIZED ALTERATION OR ADDITION Z TO THIS SURVEY IS A VIOLATION OF` CD AL \ SECTION 7209 OF THE NEW YORK STAI EDUCATION LAW. N \ COPIES OF THIS SURVEY MAP NOT BEAF ° \ THE LAND SURVEYOR'S INKED SEAL OR A BOSSED SEAL BE A VALID TRUESHALL BE CONSID COPY. TO ONLY OTHE CERTIFICATIONS INDICATED HEREON PERSON L FOR WHOM THE W IS PREPARED, AND ON HIS BEHALF TO TITLE COMPANY, GOVERNMENTAL AGENCY LENDING INSTITUTION LISTED HEREON, A Z TO THE ASSIGNEES OF THE LENDING IN! TUITION. CERTIFICATIONS ARE NOT TRANS THE OFEsc OF AND/ORSTENCE E SEM NTSRIGHT OF R CORD,YI ANY, NOT SHOWN ARE NOT GUARA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o s e p h A . p BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. p a n d S u r v e Title Surveys — Subdivisions — Site Plans — Constructio PHONE (631)727-2090 Fax (631)727-1 OFFICES LOCATED AT MAILING ADDRE N.Y.S. Lic. No. 49668 322 ROANOKE AVENUE P.O. Box 193 RIVERHEAD, New York 11901 Riverhead, New York 1' MEETS AND BOUNDS TAKEN JOESPH INGEGNO REVISIONS: _-.-•=-- - ---l FROM SURVEY BY: LICENSED SURVEYOR TRUSTEES SET 06/05/2009 l:'J. Id�idH'',lit4:, - - - - - - - DEC SET 02/22/2010 ,�.ii, ORIGINAL SURVEY DATED: AUGUST 16,1996 z PROPERTY IS IN FLOOD ZONE AE(EL.8) AS SHOWN FLOOD INSURANCE RATE `� r` t' /-_ CUTCH 0 0 0 E H A R B 0 R ^' S.C.TAX MAP No. 1000-111-01-24 � 1000-111.01-25 Lu La N nr 1000-111-01-26 " ® EE� i ® C4� m tI- CAMPO 0M Lu �U PROPOSED HOUSE ELEVATION VIEW FROM C U T C H 0 G U E HARBOR N ° SCALE : N.T.S. Og °33�p3' S Ff " 9 N FLAG FLAG It N I4°014111 31'�oS U STORMWATER MANAGEMENT REQUIREMENTS ° N N 45.g0� 1 , ,: LIMIT OF TIDAL ITS.Inc - WHERE APPLICABLE(LIMITS OF CLEARING) It ", � FLADG`AR8 20p ONSVL7 A n ° " 2"X2"STAKES �j TIN THE GROUND N 0 ,�4� sloe ^ '`f�G •� �. WIRE TIE `3 ,`\ ScRMARpOA N`7N1 --- .A - - -t9 ''' LAND AREA - 11,503.06 sq, ft. °A( v/ W {,c LNE ALONG A A .-y \.,J ', Q \ 0.264 8G. BALES BUTTED �Z (p9 ° �"I i. (V� a` Q�JC.) ` LOT 18 TIGHTLY TOGETHER � `' QP` QC g� ® NATURAL AREA TO REMAIN -o ° ° C�1_'', d S� 1000-Ili-01-025 AS NONDISTURBANCE BUFFER O _ w Fo QRS -I Ot`Q G.3' r�` (}� T 1 r,' O Z /� -_ o c/ a F.I-� 0- 00 x r Z 0� x G 3 ('/� Z C NC�� WOODEP N$ N��9 4 o J W C) z - , w P �, c7 lf� 1000^I 11-O1-2r'O _ z LIMITS O R' BP1cxeLA o W Cpm w z� w o \\i / 0.585 ac.To TIE LINE00 O O CLEARING B M / !4 �j �Q O e 163 \ LAND AREA 26,462.14 sq, ft, m m P Ex'srNa / a o F U w A ' o s N Q L7 Z F1Sp'RAD/ LOT 17 LIMITS OF CLEARING ROM SEP US N 54'-4" . '''" �� CO O Z 9 r QJ a'• : OUB EXISTING OOLS AS PUBLIC WATER p �� o �?4 3 F�. PEROLU VEYTOBE L V U1 a W W ��•'' s`D•W ti !y E4L'� 1 _ 0.0'FROM PROPOSED ANU FILLED O Q. WATERP OOF CONCRETE b. 5 N DECK TO PROPER NE q W LEAN SAND m W z STRAW BALE AND SILT FENCE h ^N'�� RETAININ WALL PER SCHDS �Qa P c� T lo,FROM D //C! " U j1 O \C` r"u .. [� '•TO PROPER LI 117 1 FIN ISHED GRADE: Q _ Cn CAI 5.3_.1 ^ I\ 35.0' ELEVATION 8.5' ©' - - i A 1, DECK E.P. i�h ' p _ITl o FLOW - 2 QTY' "F'IC2Alv(EC� "HbUSE' r, �Co� . ^ F11V F(OOR::1v11R1:11.0'111 11111. 1 SILT STOP _ - , �. ✓ 111u1t1;,',' ':r,1.; ,tir.Ttti!v'.•,%,1 141 y' O A - P05T 'W • 3' FINISHED GRADE / U' m 18,5 •`, 14:7 �< o BACKFILL t CLEAN '�,.•. _ 1,r •-,.. ', 1!/ t� t,}1 -'-", a lJ . tij LO LLS No.4 REBAR W ©T O.C. y ..,\ 4.5 T7/ 9., y �0'' .,;,.r� 3 N.,. tiCZ1 O L. 0 1�L S� NATNE ` y No.4 REBAR i _ ` ��/ p 2'O.C. FINISHED GRADE EL.4.5'-5.3" SOIL / MEMBRANE WATERPROOFING . s �`, -, '9O 5- >>O) \ °.Kik FN h R RADJUS CA 0 Q rn ¢ RECOMMENDED w,, M Fp c w way TOE-IN SEPTIC SYSTEM SIDE p -- ---, N ri C a•. F� ��• ; D^' REBUILD EXIS �' D 62'-3" F -- RETAINING WALL \ N. -1.2,00 PRE-ASSEMBLED SILT FENCE ���as g EXISTI ONE P �s� ry� N ��°°°'°O' Q DRIVEWAuj z ?Lr6q REMAIN\o,, sO0 6` T1�1+, Od to 11: Z •. FINISHED GRADE:EL.8.5' DB 811 Fyroe `^ Fk LUp lea 1�S� TL" tt �- IAS O O T 1 HOUSE>, i 6" j•E C a• d w f_LVp\ .♦ - -_-X1.1__ __ No.3 REBAR La 12"OC e •�. OR,. -$ ,1\P� %D •INV.EL.� INV.EL.: APPROVED PIPE � 7.51 MIN.PITCH: 7.0' : INV.EL.: APPROVED PIPE INV.EL.: 0 0 0 0 -pq 6.5' MIN.PITCH: 6.3' `� 1'/LO \ % r r t/a"/r•o, o 0 o D o w I .-i LEACHING POOL LEACHING POOL g^ D tis •P -, I r ur �i INV-EL.: SEPTIC TANK DISTRIBUTtQh)POOL-'" :, .4.3'° 12" 'DO �. �ft c _ tt •\ / 1 -"� 0• 01 OF 5 POOL SYSTEM. xx 3'CLEAN 'p t. ;f SAND COLLAR `s• tiC t GROUND WATER SCF EL.1.2 No.3 REBAR @ 18"ac. O 'Ile 3'•0" 6�" 4 l Y} �1 O REMOVE: PROPOSED SEPTIC SYSTEM DETAIL PROPOSED CONC. RETAINING WALL DETAIL F; aN M v I. ., ; < ens, (NOT TO SCALE) i ���` / ,� p r;'!•'','"'• tsar,, SITEPREPERATION: AREA: AREA oeneeNreoveRAee°r TOTAL TOTAIL / '1 P "$ y / �40� O AREA: Sovmoso TowN euapAaa� i'•'•• F 2 �+/ 1--I I. DECRIPTION: TOTAL AREA: SCTM# ROW SCTM# IND&MCc V)ACMTAaEA: ESTIMATED EXTIMATFED -_ - _ �,� dGF. r" �, a X7201/ M O ' 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, 1000-111-01-26 1000-111.01-25 EXCAVATION: FILL: 'e0 : ' '� 'u 4 LU �) ) TOTAL�1°°D�111-01]61 R.O.W.11W 111-0L]5 � � z� .� w „ CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY 'v. 0/ x .•� r, COMPANIES THAT THE AREA IS CLEAR. 25,462.14 SQ.FT. 11,503.05 SQ.FT. ? ry PROPERTY: 8,739.7 SQ.FT. PHOTO DIRECTION: �> `o 'n 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES (.585 AC.) (0.264 AC) 7f 'yq� y9i L LOQ- ��O 4 , 0' C !i. BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST ,� Ay !T 7 n �• 2p O 1r BE DONE BY HAND. WETLANDS: -3,038-44 SQ.FT. -494.4 SQ.FT. -2624.9 SQ.FT. O 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE FROM THE FOUNDATION. BUILDABLE AREA AND DEC: 8245.3 SQ.FT. 8678.15 SQ.FT. A).CUT UP TREES(VERIFY WITH OWNER)AND HAULTHEMAWAY. (USED FOR CALCULATIONS) (0.189 AC.) (0.199 ACJ \ G 9..O•' \\ M U B).CHIP BRUSH. � �SAp zo J/ Sf?O m f� C).REMOVE STUMPS AND HAUL THEM AWAY. ,j00 TEST HOLE DATA °� a s� 3 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL EXISTING HOUSE TO REMOVE: -866.9 SQ.FT. -868.9 SQ.FT. 2.2% 3.9% 205 � / 0Q�O � owl QUALITY OF THE PROJECT SITE. a SITE PLAN (i-EST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22,2006) EXISTING DECKS,PATIOS TO REMOVE: -1029.6 SQ.FT. -1029.6 SQ.FT. 2.6%" 4.6% 1 4. t )'"•. }I t''.f.1: PUBLIC WATER Gs 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. C� EL 4.5' EXISTING BRICK PATIO TO REMOVE: -333.5 SQ.FT. -92.8 SQ.FT. -240.7 SQ,FT, - 0.89% CAN. 2.9% - - 30 SCALE. 111 - 20'-0' 0 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION i BENCH MARK PRIOR TO EXCAVATION. EXISTING STEPS TO REMOVE: -98.2 SQ.FT. •94.2 SQ.FT. -4.0 SQ.FT. 0.3% CAN. 0.1% - 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- EXISITNG RETAINING WALL TO REMOVE: -13.0 SQ.FT. -13.0 SO-FT. 0.1% 0A% DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. r •• j PALE BROWN FINE TO MEDIUM SAND SP A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. W • B).IF THE EXCAVATION 1S DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. - EXISTING ACCESSORY BUILDING TO REMAIN: 204.5 SQ.FT. 0.5% 2.41). V EL.1.2' 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE O ^ 3.3' ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 EXISTING DECK TO REMAIN: 200.7 SQ.FT. - 0.59% - - 2.39% - � "}c V (VERIFY SOIL CONDITIONS). U) A).AN UNSHORED VERTiCLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. x\i O V) WATER IN PALE BROWN FINE TO MEDIUM SAND SP EXISTING BRICK PLATFORMS&APRON TO REMAIN: 64.8 SQ.FT- 0-2% 0.3% 0.4% ///��� """ �y 9)-PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXISTING SHED TO REMAIN: 64.8 SQ.FT. .21/6 0.8% \��O `y.�COQ q/ 4 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; ` ` N DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS EXISTING BRICK WALK TO REMAIN: 50.7 SQ.FT. 8.5 SQ.FT. 42.2 SQ.FT. 0.1% 0.1% 0.5% O 1 PRACTICAL. EXISTING WOOD WALK TO REMAIN: 109.3 SQ.FT. 46.6 SQ.FT. 62.7 SQ.FT. 0.3% - 0.6% 0.79% Q' fel 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER EXISTING STEPS TO REMAIN: 51.1 SQ.FT. 10.0 SQ.FT. - 41.1 SQ.FT. 0.1% 0.1% - 0.5% BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY 4 '� TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED EXISTING RETAINING WALLS,FENCING,EDGING TO REMAIN: 170.0 SQ.FT. 64.0 SQ.FT. 0.41/6 0.5% 0.81% WATER IN PALE BROWN FINE TO COARSE SAND SW Q. WHERE VEHICLES ENTER THE JOB SITE. 4J NOTE- ADD ADDITIONAL GRADE ON PROPOSED HOUSE: 1650.0 SQ.FT. 4.2% 0.7% 640 �1� O N OPPOSITE SIDE OF RETAINING WALL `•- D f� d PROPOSED DECK/PORCH: 1342.5 SQ.FT, 1341.9 SQ.FT. 0.6 SQ.FT. 3.4% 6.0% 0.1% 2 AT 5%SLOPE AWAY FROM RETAINING J Z WALL ON PROPERTY. co 5 PROPOSED NEW STEPS: 193.1 SQ.FT. 159.4 SQ.FT. 33.7 SQ.FT. 0.5% 0.7% 0.49/ o ESTIMATED EXCAVATION:25D CU.YDS. (PROPOSED HOUSE) PROPOSED NEW RETAING WALLS: 142.0 SQ.FT. - 0.4% 0.6 ESTIMATED FILL 130 CU.YDS. "LOT COVERAGE DETERMINED C 10' (EXISTING HOUSE) FROM WETLANDS(FLAGGED) r � i REQUIRED DRYWELLS: EXISTING SANITARY SYSTEM TO REMOVE: 150 150 O ROOF AREA:1956-0 SQ.FT. �^ @100%WATER RUNOFF:326.7 CU.FT. PROPOSED SANITARY SYSTEM: 300 300 PROVIDE: NOTE: - 1/ ' DRAWN: MH/MS (4)B'DIA X 2'DEEP DRYWELLS ALL SETBACKS SHALL BE VERIFIED v CAPACITY EACH:84.5 CU.FT. IN FIELD WITH SURVEYOR PRIOR TO �O SCALE: SEE PLAN TOTAL CAPACITY:336 CU.FT. EXCAVATION AND CONSTRUCTION NEW GRADE(TO LEVEL GRADE AT EAST 51DE OF HOUSE) - 1400 JOB#: HAYBALES WITH SILT SCREENING TO BE INSTALLED PRIOR TO CONSTRUCTION AS June 03,2010 INDICATED.ERRO51ON CONTROL SHALL SHEET'NUMBER: BE MAINTAINED DURING DURATION TOTALS: OF CONSTRUCTION UNTIL PROJECT IS (NOT INCLUDING DRIVEWAY) 7490.7 16.8% 18.1% 7.0% 0.7% 822 2087 Elm COMPLETED(PERMIT CLOSED OUT). PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS S- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRECR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS gDECSET 01/16/2009 HEA 01/16/2009 STORMWATER MANAGEMENT REQUIREMENTSBLOS/12/20]0 WHERE APPLICABLE(LIMITS OF CLEARING) z CUTCHOGUE HARBOR ^' � 1 A w 2"X2"STAKES o w TIN THE GROUND WIRE TIE °� m 02� loop mw BALES BUTTED b TIGHTLY TOGETHER N p1�32'07. rt�� 6fo• g r I 011 33 03 ls�r Y7 ON N a ' LAND AR O45e 3 .05 sq. It.'. O ��Q�\` LO ; to a 5 T 16 NATURAL AREA TO REMAIN •o• O 0- S`� � 1000-111-01-25 AS NONDISTURBANCE BUFFER p Q , �' �t�?`S ' �{� •~-+ 411 Ul b p °" � C 110tq 4w� TI C(i Z Z N dJ 10001,11-01-26 m Z T O m i(j J U C k i 0.555 aC-Te-iE W O O �' Qj v �� ao LAND AREA x`25,462.14 ec]. Ft. .�"'m '1:, c STRAW BALE AND SILT FENCE 'So' tOT n v FROp_ fjy f SEPTrC U r PUBLIC WATER D.W c7- i xcmovin nrvarn�o i c' - 3'Rm01e cewnl+ ' pl SILT STOPA=; POST ; `� ��/ i E P - - 2 STY.FRAMED HOUSE , Y ll �' FIN FLOOR:MIN.1170• EIACKFILL E.P. C) {A ` °O `•` iii. _21. x. LLLJUO ,It 3I i D 19 1 '1 rip 7 ' `� Nac DECK .• 4 y RECOMMENDED ti�h WD.w o m ^'ISEpT1 < c TOE-IN ^ " � 1616 e X2.00 H PRE-ASSEMBLED SILT FENCE � 16F P EDRIV NE >yo�°oma' w % DRIVEWA . N w HT1 „ REMAIN L n tP• �' O 0 V 1 SITE PREPERATION: rertceur<ove.Ae,or _ Y 1 1 AREA: AREA: AREA sooreo+nrowr+e""nAe1s TOTAL TOTAL 3 \ ,� �^ ti 7(V DECRIPTION: TOTAL AREA: SCTMF SC7MM ow"sofc DIAel-WA' ESTIMATED EXTIMATED c11 W 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES. 1000-111-01-26 R.O.W. IODO-111-01-25 roru Itooe.m-m za a.o.w. w"-mm-zs EXCAVATION: FILL: ,ma y a - ,- ](] •�. f0 j tr- E..r CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY - ++ COMPANIES THAT THE AREA IS CLEAR. G r� L0 pl O O ~ 25,462.14 SQ.fC. 11.503.05 SQ.FT. O PROPERTY: 8.739.7 SQ.FT. C Td m Ess - j.585 AC.) (0.264 AC} p�, 8� a i 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 tCHES OF UTILITY MUST WETLANDS: -3,038.44 SQ.FT. -494.4 SQ.FT. -2624.9 SQ.FT. BE DONE BY HAND. 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. BUILDABLE AREA AND DEC: 8245.3 SQ.FT. 8678.15 SQ.FT, USED FOR CALCULATIONS 189 AC_ 0.199 AC_ A).GIrI UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. ( ) ro- 1 ( ) B).CHIP BRUSH. C).REMOVE STUMPS AND HAUL THEM AWAY, 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL EXISTING HOUSE TO REMOVE: -868.9 SQ.FT. -868.9 SQ.FT. - - 2.29;16 3.991. - - - 205 QUALITY OF THE PROJECT SITE. �j. 4"y l'� '• I zO+'4]l 5).WHEN THE TOP SOIL IS PRESERVED,TILL THES0IL FIRST.AND THEN REMOVE EXISTING DECKS.PATIOS TO REMOVE: •1029.6 SQ.FT. -1029.6 SQ.FT. - - 2.6% 4.6% - - 1 % ry ha � TO A SAFE LOCATION WITH A FRONT END LOADER. Q EXISTING BRICK PATIO TO REMOVE: -333.5 SQ.FT. -92.8 SQ.FT. -240.7 SQ,FT. - 0.9% 0.4% 2.9% 30 +� "kg'r4,� m LOT Q 12. 0 r 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION y BENCH MARK PRIOR TO EXCAVATION. EXISTING STEPS TO REMOVE: •98.2 SQ.FT. -94.2 SQ.FI. -4.0 SQ.FT. - 03'% 0.4% 0.1% 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- EXISITNG RETAINING WALL TO REMOVE: -13.0 SQ.FT. -13.0 SQ.FT. - - 0.1% 0.1% ,rz ' ,g�� ^! DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. O •P 30 O 0 A)_IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS.OVER DIG BY 3-4 FEET. _ 9O o/o B).IF THE EXCAVATION IS DEEPER THAN 7 FEET.THE SIDES MUST BE SLOPED �a-n' ' - F OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. ' - ` r ;'( PUBLIC WATER s I�'N '� EXISTING ACCESSORY BUILDING TO REMAIN: 204.5 SQ.FT. - 0.54'0 - - 2.411. `� (' "�� < � LL 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE _��, >- ANGLE AT WH CH V CH THE SLOPE IS STABLE.USSUALLY BACK TO A SLOPE OF 2:1 EXISTING DECK TO REMAIN: 200.7 SQ.FT. - - 0.5% - - 2.3% - - 0 r` z (VERIFY SOIL CONDITIONS). O LL A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. EXISTING BRICK PLATFORMS&APRON TO REMAIN: 64.8 SQ.FT. 0.2% 0.3% 0.440 c�n/ LV 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. IL Z EXISTING SHED TO REMAIN: 64.8 SQ.FT. - - .2% - 0.8% - y.m�.. LU CO 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION: QV U) O DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS EXISTING BRICK WALK TO REMAIN: 50.7 SQ.FT. 8.5 SQ.FT. 42.2 SQ.FT. - 0.1% 0.1% 0.59b - PRACTICAL. 0\ 01 O z II).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE!OB SITE-DO NOT DRIVE OVER EXISTING WOOD WALK TO REMAIN: 109.3 SQ.FT. - 46.6 SQ.FT. 62.7 SQ.FT. 0.3"% - 0.640 0.7% 03` .Q_ 4 Q ` Q• � ^� UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER � O EXISTING STEPS TO REMAIN: 51.1 SQ.FT- 10.0 SQ.FT. - 41-1 SQ.FT. 0.1% 0.140 - 0.5% Fes' < CO BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY �R�- TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE W CONSTRUCTION BEGINS,A 7EMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED EXISTING RETAINING WALLS,FENCING,EDGING TO REMAIN: 170.0 SQ.FT. 64A SQ.FT. 0.49/6 0.591. 0.8% - ��c SITE PLAN Lo X WHERE VEHICLES ENTER THE JOB SITE. In z �'�t"� Z 1 r EZ NOTE: PROPOSED HOUSE: 1650.0 SQ.FT. - - 42% 0.7% - - 640 G.C.TO ADD ADDITIONAL GRADE ON SCALE. 1" - 30'-0' OPPOSITE SIDE OF RETAINING WALL AT 5%SLOPE AWAY FROM RETAINING PROPOSED DKK/PORCH: 1342.5 SQ.FT. 1347.9 SQ.FT. 0.6 SQ.FT. - 3.4% 6.0% 0.1% - Z - CU WALL ON PROPERTY. �i PROPOSED NEW STEPS: 193.1 SQ.FT. 159.4 SQ.FE. 33.7 SQ.FT. - 0.5% 0.7% 0A% - ESTIMATED EXCAVATION:250 CU.YDS. (PROPOSED HOUSE) PROPOSED NEW RETAING WALLS: 142.0 SQ.FT. - - CA% 0.6% - ESTIMATED FILL:130 CU.YDS. *LOT COVERAGE DETERMINED O (EXISTING HOUSE) FROM WETLANDS(FLAGGED) f REQUIRED DRYWELLS: EXISTING SANITARY SYSTEM TO REMOVE: 150 150 �Cj DRAWN: MH/MS ROOF AREA:1956.0 SQ.FT. O,�O SCALE: 111=30' @100%WATER RUNOFF:326.7 CU.FT. PROPOSED SANITARY SYSTEM: 300 300 JOB#' PROVIDE: NOTE: (4)8'DIA.X 2'DEEP DRYWELIS ALL SETBACKS SHALL BE VERIFIED May 12,2010 EACH!CAPACITY 4.5 IN FIELD WITH SURVEYOR PRIOR TO SHEET NUMBER: TOTAL CAPACITY:336 CU.FT. EXCAVATION AND CONSTRUCTION NEW GRADE(TO LEVEL GRADE AT EAST SIDE OF HOUSE) - 1400 HAYBALES WITH SILT SCREENING TO SE INSTALLED PRIOR CONSTRUCTION AS INDICATED.ERROSISION CONTROL SHALL BE MAINTAINED DURING DURATION TOTALS: ' OF CONSTRUCTION UNTIL PROJECT IS (NOT INCLUDING DRIVEWAY) 7490.7 16.8% 18.19/b 7.0"1. 0.7% 822 2087 �a COMPLETED(PERMIT CLOSED OUT). REVISIONS DEC SET 01/16/2009 HEALTH DEPT 01/16/2009 BLDG.DEPT 05/12/2010 777`7 Ink ------------------------------Y �t — — - — a.s�RR —. —.—...—.—.—.—.—. E31 IE31 _ _ --- -- —_- � � fir• ?. fi ......-------- Fm 19 ............ ff — — — e PROPOSED EAST ELEVATION EXISTING EAST ELEVATION SCALE: 1/8"= V-0" SCALE: 1/8" = V-0" T^ A � O � � pW � W w � zo ® z n 11.7 Q LL ,r �$ Er- UZ – ----------.•---•-----•_. — �� � � W _~ Q ()� cn = W Oil- Q Q(D U Z -• --- !ii j � I i ' I ( � � ( ( i � II 'M1j I 2" HAM. it PROPOSED NORTH ELEVATION EXISTING NORTH ELEVATION SCALE: 1/8"= V-0" SCALE: 1/8"= V-0" DRAWN: MH/MS SCALE: JOB#: May 12,2010 SHEET NUMBER: REVISIONS DEC SET 01/16/2009 HEALTH DEPT Oi/16/2009 BLDG.DEPT 05/12/2010 = 47.41—� e y. �-. HI III �.� n _ U-51 Ate_ _ O a _ .=T=�� c t- - -- — - - • L N _.r �. r Ell ................ I il 1 ; 1 1; fill I I 1, 1111 L-Y�11 -1 -- ---- ..... fill { - .moi i L �• 1T _-__ -_____. ___ •^.0 T -T If" Ill rmmmmmmq �Y Y'f�- . . ..... PROPOSED WEST ELEVATION EXISTING WEST ELEVATION ^� A o SCALE: 1/8"= V-0" SCALE: 1/8"= 1'-0" Lin � O > R, W ^ C4 � W � H 0 _•-- -.—.— yam —.—.—._--._._-----_---------_--. _ � 4 Q V) Q - `tom M W m Z Ill milli . _ 1 a Lu Pf C(OUZ Ll r PROPOSED SOUTH ELEVATION EXISTING SOUTH ELEVATION SCALE: 1/8"= 1'-0" SCALE: 1/8" = V-0" DRAWN: MH/MS SCALE: 1/8"=1'-0" JOB#: May 12,2010 SHEET NUMBER: rm� MEETS AND BOUNDS TAKEN JOESPH INGEGNO REVISIONS: FROM SURVEY BY: LICENSED SURVEYOR TRUSTEES SET 06/05/2009 ORIGINAL SURVEY DATED: AUGUST 16,1996 DECSET 02/22/2010ONING REV. 10/22/2010 Z PROPERTY IS IN FLOOD ZONE AE(EL.8) DEC REV. 01/07/2011 AS SHOWN FLOOD INSURANCE RATE MAP No.36103C0164-G �• N S.C.TAX MAP No. 1000-111-01-24 C UTC HOGUE HARBOR =� 1000111-01-25 r I ED 1000-111-01-26 1111 luu® ® ® m Irony,:. ui w LLU CAMPO PROPOSED HOUSE ELEVATION VIEW FROM C U T C H 0 G U E H A R B O R _ N o2 � SCALE : N.T.S. �� Il o 1QO O9 U1 N 33 o'lo FLAG FLAG 8�9 „ p3la I `v ' a EAG tTANNSAS�� 33.0 , . Inc.pSTORMWATER MANAGEMENT REQUIREMENTS ONu� WHERE APPLICABLE(LIMITS OF CLEARING) 45'so � DUGEDB8.20d FE 2"X2"STAKES f ' f 1" f i f �. L9 2'IN THE GROUND tl i o WIRE TIE /�PARK A0.EN1 N j ( 6 ,`\ N 7aiP4fwGPPP � �9 W ��E17NE AEON ` i L9tt' BALES BUTTED TIGHTLY TOGETHER N \Z° �0� L ao NATURAL AREA TO REMAIN I p I 1 a f °� O x .� ?��' e� rl AS NONDISTURBANCE BUFFER I �o'P� ! z LAND AREA = 11,503.05 sq, ft, uP O 0.2 4 aG. P�o r- I P tp rti'ti (- Q LOT 18 �w���a Seo �T� > H As _ _ _ 14. 1000-111-01-25 '� p C4 O w 1000 111 O1 2� I ., ac,TO TIE LINT: jtVil 0 r �� o p 'O LAND AREA�; 25,462.14 sq; of apSTEP, ft. Io \� `\ Wo .w P 1'� LOT 17 °00 I LIMITS OF j B 14'3' Z '� I; 90 CP ; CLEARING i O O o LIMITS -1 CLEARINGi O� �O�Y Vw+ W Z up �M O FINISHED GRADE: I '�� •4•� ELEVATION 6.5' I EXISTING CESSPOOLS AS ` ;S PER O f1 a W REMAIN 0 r'1 z 0 �, 't 4. N o m W \9 s' c) 3 al 4 p 7.0' J O r. STRAW BALE AND SILT FENCE __ `� /•� i `\\ �O' \� ' � I 1 E . EXISTING FLUSH � �` Z' W W ` +� 38.0' I - _;- WALK WAY '_ Cv tSl /•� r� e E h"ryCn p0 - v O ! ; �� es lit m p Cn L 10.0 ECK o in - .•00 i o EP 0 _._ �; 2 STY. FRAMED HOUSE �, _-�� • - , `� �,� 7 a PION `._ O LP ...... ,IN FLQOR: MIN. 11.0' `) rr�' ' LP 11EIIEEI, -� 11IIEI IE m SILT STOP \�1�Y/ LP EP1. P0� 3u FINISHED GRADE EL.9.5 ,� \ 1 tl 20 D CLEAN FILL: ' O , t _j i.SJ m BACKFILL < 400 U.YDS. '. 11.8' `'o o�`er; rn Q 1 ' 10.00' ,DECK �, s`g?6 � No.4 REBAR W _ �., V / AftWATERPROOF CONCRETE , �6y, Z O G� 5) Q 2'o.c. 'x RETAINING WALL PER SCHDS !�� '� 48:3'. __ ' C�-Tl � ■ ��/ No.4 REBAR 0&. E .,`• '. • , O a0 Q7 t / O Fd••1 NATIVE Y `. `v`Y'/ j @ z'OA • o El..4.5-5.3, O.�, O' `. o „ �' Ce v SOIL 1 p FINISHED GRADE +/- W wIM t eU�k �} \ Qp O 0 Q RECOMMENDED MEMBRANE WATERPROOFING SEPTIC: D: D W, `g3 0' -tiF C w SEPTIC SYSTEM SIDE a „ , TOE-IN ST: 4'XB' 1000gal. SEPTIC TANK REBUILD EXI ING m � � a o• D.W D.W RETAINING W LLOy✓o0Q'QQII -ASSEMBLED SILT FENCE ?�•iCn PRE LP: 8'dia. X 3'deep LEACHING POOL �1I~ . EXISTING NE �,e P 84, DRIVEWA O �s tOry N x W • DP: 8 dia. X 3 deep DISTRIBUTION POOL `�,. REMAIN o� 1E;_ ��rt Ct _ 3Cn ? EX.�O +,.` ?,� 5 11 gyp- } /�' p l ) •--•i I•--I FINISHED GRADE:EL.9.5' _ c EP: EXPANSION POOL o[,wA[[ '•.o a N ,1�,,y p ~/ .-, HOUSE o• 6" E >. Ilk. !JX \per ; si -- E No.3 REBAR @ 12"OC •0 A ORv ` �--� __ _ ___ 000 000 "�sF � � ,:' 1000-111-01-24 13.5' INV.EL.: APPROVED H: INV.EL.: I f `o'o LOT 19 4' 8.5' MIN.PITCH: 8.0' INV.EL.: APPROVED PIPE INV.EL.: o 0 0 0 ° 7,5' MIN.PITCH: 7,3' o b 4 1/4"/1'-D" 1/8"/1'-0" LEACHING POOL o °� LEACHING POOL 8" 2" INV.EL: °•' $ c _ O >, SEPTIC TANK i DISTRIBUTION e00L, 'i-. °`•4'� .� ���- 12" w in rs W .� OF 5 PbOC SYSTEM» •r' ,," . '�' L` 3'CLEAN . ' `O <</�• W n �') ? g,_0„ 'i SAND COLLAR ': •Q• (,' �F. m (9 & r z r GROUND WATER es 1 _ No.3 REBAR @ 18"O.C. EL.1.2 c �, G '. Cq cu en SYSTEM rco 0all PROPOSED SEPTIC SY TEM DETAIL PROPOSED CONC, RETAINING WALL DETAIL N QJ (NOT TO SCALE) ,� p0�1 (5" o SITE PREPERATION: AREA: AREA PERCENTCOVERAGE OF TOTAL TOTAL U DEC CALCS. AREA: EOUTrowTOw BUILDABLE ��O O }� X O H DECRIPTION: SCTM# SCTM# uN"e,oEu"uuNTAREA. ESTIMATED EXTIMATED ``o Q O' �' W C) � 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, R.O.W. ��� `}r, p, -q FL-•aa TOTAL AREA: 1000-111-01-26 1000-111-01-25 TOTAi- ,00G-m m�e ao.w.I,00-m-m-�s EXCAVATION: FILL: �f CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY r N `�o��' tu COMPANIES THAT THE AREA I MARKSCLEAR. - - O/ 11 45,704.89 SQ.FT. 25,462.14 SQ.FT. 8,739.7 SQ.FT. 11,503.05 SQ.FT, a 2� O c "t 'u \ PROPERTY: (1.049 AC.) (.585 AC.) (.200 AC) (0.264 AC) - 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES Jp�tiq/ a L V BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST WETLANDS: -6,357.74 SQ.FT. •3,038.44 SQ.FT. -494.4 SQ.FT. -2824.9 5Q.FT. - N Q �„� O BE DONE BY HAND. (Aq�F �� U i r 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. BUILDABLE AREA AND DEC: 39347.15 SQ.FT. 22,423.7 SQ.FT. 8245.3 SQ,FT. 8678.15 SQ.FT. �Fy MM 0O1 m y A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY, (USED FOR CALCULATIONS) (0.903 ACRES) (0.515 ACR-ES) (0.189 AC.) (0.199 AC.) r `v v i E ?O ' N B).CHIP BRUSH. 33 O C).REMOVE STUMPS AND HAUL THEM AWAY. TEST HOLE DATA- 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL EXISTING HOUSE TO REMOVE: •868.9 SQ.FT. •868.9 SQ.FT. 205 00, SITE W QUALITY OF THE PROJECT SITE. SITE PLAN (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22,2006) 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE EXISTING DECKS,PATIOS TO REMOVE: 1029.6 SQ.FT. 1029.6 SQ.FT. 1 TO A SAFE LOCATION WITH A FRONT END LOADER. - EL.4.5' EXISTING BRICK PATIO TO REMOVE: •333.5 SQ.FT. -92.6 SQ.FT. -240.7 SQ,FT, 30 SCALE: 111 - 20'-0' C '"r`7"'• 0 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION M, •ice; �'; BENCH MARK PRIOR TO EXCAVATION. EXISTING STEPS TO REMOVE: -98.2 SQ.FT. -94.2 SQ.FT. -4.0 SQ.FT. +•a 'R�� ' 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- FXISITNG RETAINING WALL TO REMOVE: 13.0 SQ.FT. -13.0 SQ.F7. .+ 4 DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. F ••�'• PALE BROWN FINE TO MEDIUM SAND SP A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. '•"� 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. . 2.35% - O "w-^••"�"'"'-• -• � O 204.5 S FT. 4.'•; EXISTING ACCESSORY BUILDING TO REMAIN: 204.5 SQ.FT. Q •1'1 e X •� 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE w� EL.1.2' f•Bt'",1 , 3.3' ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 EXISTING DECK TO REMAIN: 200.7 SQ,FT. 200.7 SQ.FT. 1- 2.31 (VERIFY SOIL CONDITIONS). WATER IN PALE BROWN FINE TO MEDIUM SAND SP A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. EXISTING BRICK PLATFORMS S APRON TO REMAIN: 64.8 SQ.FT. 26.2 SQ.FT. 36.6 SQ.FT. - 0.324'0 0.44% x O IV O1 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. - - - 0,7g 4 EXISTING SHED TO REMAIN: 64.8 SQ.F7. 64.8 SQ.FT. I I' Q- 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; `• N DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS EXISTING BRICK WALK TO REMAIN: 50.7 SQ.FT. 8.5 SQ.FT. 42.2 SQ.FT. 0.04% 0.51% - q; (�� PRACTICAL. 4 F� EXISTING WOOD WALK TO REMAIN: 109.3 SQ.FT. 46.6 SQ.FT. 62.7 SQ.FT. -1[1.569/.10.72% 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER EXISTING STEPS TO REMAIN: 51.1 SQ,FT. 10.0 SQ.FT. - 41.1 SQ.FT. 0.04%1-10.47% BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY �`l���Q• TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE EXISTING RETAINING WALLS,FENCING,EDGING TO REMAIN: 170.0 SQ.FT. 106.0 SQ.FT, 64.0 SQ.FT. 0.47% 0.78%j• `Q�•' �P v WATER IN PALE BROWN FINE TO COARSE SAND SW CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. PROPOSED HOUSE: 1650.0 SQ.FT. 1650.0 SQ.FT. 7.35%1-1- 640 G.C.TO ADD ADDITIONAL GRADE ON �� NOTE: OPPOSITE SIDE of RETAINING WALL PROPOSED DECK/PORCH: 1572.8 SQ.FT. 1572.8 SQ.FT. 7.01% 2 - AT 5-/.SLOPE AWAY FROM RETAINING WALL ON PROPERTY. PROPOSED NEW STEPS: 193.1 SQ.FT. 159.4 SQ.FT. - - 0.719%1-1- ESTIMATED .71%1-1'ESTIMATED EXCAVATION:250 CU.YDS. (PROPOSED HOUSE) PROPOSED NEW RETAING WALLS: 142.0 SQ.FT. 142.0 SQ.FT. 0.63 ESTIMATED FILL:130 CU.YDS. *LOT COVERAGE DETERMINED „ 10' (EXISTING HOUSE) FROM WETLANDS (FLAGGED) ,ga •°' EXISTING SANITARY SYSTEM TO REMOVE: 150 150 O "'�..c REQUIRED DRYWELLS: CIO ROOF AREA:1956.0 SQ.FT. @100%WATER RUNOFF:326.7 CU.FT. PROPOSED SANITARY SYSTEM: 300 300 „ J;• K "�. DRAWN: MH/MS PROVIDE: NOTE: s' (4)8'DIA.X 2'DEEP DRYWELLS ALL SETBACKS SHALL BE VERIFIED O,CI � SCALE: SEE PLAN CAPACITY EACH:84.5 CU.FT. IN FIELD WITH SURVEYOR PRIOR TO I f ;�: k, J JOB#: TOTAL CAPACITY:336 CU.FT. EXCAVATION AND CONSTRUCTION1400 O .+ - JANUARY 07/2011 NEW GRADE(TO LEVEL GRADE AT EAST SIDE 01'HOUSE) HAYBALES WITH SILT SCREENING TO BE z�."�'����� INSTALLED PRIOR TO CONSTRUCTION AS PERVIOUS DRIVEWAY 2900 SQ.FT, SHEET NUT\QBER: INDICATED.ERROSION CONTROL SHALL x• BE MAINTAINED DURING DURATION " a TOTALS: 7,373.8 SQ.FT. OF CONSTRUCTION UNTIL PROJECT IS (INCLUDING DRIVEWAY) 18.71/6 . COMPLETED(PERMIT CLOSED OUT). -- - - ` {. - - { S - 1 TOTALS: 4,473.8 SQ.FT. 15.549/61 2.399/b 15.57% 822 2067 (NOT INCLUDING DRIVEWAY) y; p` SURVEY OF p LOTS 17 18 & 19 SUBDIVISION MAP OF PECONIC BAY PROPERTIES , Inc . ARENT ylGy wAT FILE No. 786 FILED APRIL 15, 1931 ER MARK ON SITUATED AT S 1p125,2a,3 11AVI A Tt", NASSAU POINT / 4qR "°\ ��3,, TOWN OF SOUTHOLD I p- "01 l � ' F SUFFOLK COUNTY, NEW YORK S 83°2894591 E S.C. TAX No. 1000- 111 -01 -24 00 I _ 1000- 111 -01 -25 I / p / `o \ \ — = _ �_=ROPOSEp F`LL LINE AS PER FILED Mqp 15.4 6' 1000- 111 -01 -26 I ' I S »— f I g I S — _ �_ 77°49 ,00„ E SCALE 1 =20 UNDER WATER _ O� '— � - � _ 82,73 f AUGUST 16, 1996 AREA OCTOBER 29, 1999 ADDED PROPOSED CONC. WALL TO TIE LINE -' 4,695 O LOT 18 p �c est 0'108 p� ft. t FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS I lO ti _ \ 9rF S�, t� � � APRIL 21 , I 2006 ADDED TOPOGRAPHICAL SURVEY I ��Q L ND AREA =110,126 sq. ft. C'� ,� \��q�\ - Uv II �� \ � �` F 1000- 1 1 1 —01 —25 MARCH 5, 2010 SET LATH FOR SITE INSPECTION I Wo D STE S TO TIE LINE 10.232 ac. ,\F \q\�� JUNE 9, 2010 ADDED N.A.V.D. 1988 DATUM T A APRIL 25, 2012 UPDATE SURVEY I BRICK BRICK PLAT. \ �J\i, `\ 1000- 111 —01 —24 0 _ \ AUGUST 14, 2012 LATHOUT RIP–RAP I , APRON s O WOOD STEPS LOT JANUARY 14, 2013 REVISE AS PER DEC • o o\ \\ ��\ � ll.l 19 ^�' I ( 14.3' S3• \ JANUARY 25, 2013 LOCATE H.W.M., TOP & BOTTOM BANK, & RESET LATH A \ O % • I BRICK PLAT. I u FRAME • p � \ \ z � UNDER WATER AREA = 4,871 sq. ft. MAY 13, 2013 REVISE PROPOSED RIP–RAP OCTOBER 20, 2013 STAKE SEAWARD LIMIT OF ROCK W I BUILDING \ �\ Y O TO TIE LINE 0.112 ac. WOOD STEPS FEBRUARY 3, 2016 LOCATE NEW ROCK REVETMENT • .. I " \\ � Q � 14.3' p 0 40 WOOD DECK \\ w O O u 23.6' \ \ \ 3 o O • � I I p jm Q I I I EXISTING CESSPOOLS AS y CERTIFIED TO: O 4 m w PER OLD SURVEY �\ \ 7J Z CHICAGO TITLE INSURANCE COMPANY O (� a FIRST NATIONAL BANK OF LONG ISLAND � ao \ L"y I o Y y � WOOD WALK \F-�p \ ��r2'\' /Od 2.68' �` v �qC I 0 11 3 m I 173.51' ) gtiT ANTHONY S. CAMPO °0ooc °�/ ANGELA CAMPO • � " 159.42' \ , �.\ \\ R= 126.93' °c� N z I S 89°00'00" W W w o I T nT �I I�\1� 3 �E sN�° a \ 2 NOTES: O j 1AY V Y AT ➢ J 1 b/J 1 b�O D a 9 �\ U ~ �o o \ DOD STEPS\ wD R� n, to �o m o 1 . SNOW FENCING NOT SHOWN. y 3 UTILITY POL OD M,o69�' FISHERMANS ROA ) ^ Sl N wooD B KHEA UTILITY 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) AS SHOWN ON rn o Ln 0 FLOOD INSURANCE RATE MAP No. 36103CO164H (NOT OPEN) °" ooF F J o Z o= GUY WIRE g N $600'00„ E I O�PycFina 3 3� BRICOK _34 p2 D=93.9�, ZONE AE: BASE FLOOD ELEVATIONS DETERMINED= f� ' RES \ yEgo -111 3.9' WOOD STEPo'6 \OG m 6.8' Fps Z _ 2n 516.7 s!c ly OV ORY 16.0 5.3' ERHANG c� O �o \ WOOD STEPS \ rn � " 27,7� � � � �p O Q Q L-4 0 \ 6p, W W o W W WATER LINE \ 3 3 W W oo HEDGE 1.5'N. \ a Oc O \ 2 o�� FRAME r RY o \� BRICK E�' amt 9 =N \ W p,$ NODSE M y M WOOD STEP T. POST _21 m° \ o 00 CHI \ FENCE AIL MN T m 27 nD .`• - ( 1 / SS4 OVER 1St TORY wOOD WOOWALL I'1'0OD STEP STORY WOOS DECK 20 \ S 60 100' 70 \ r\ wooD STEP oIrD SFJ 0IL I \E TEST HOLE / \\ \ �6�' 1 41 1 j 1000- 1 1 1 —01 -26 m �� Cn N LOT a O �\ "oo AND AREA = 25,462 sq. ft. TO TIE LINE 0.585 ac. \ yc \xo TEST HOLE DATA rri I \ ti�9T O��w O (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 22, 2006) ,IL \ F EL 3.6' q1P �P PALE BROWN FINE TO MEDIUM SAND SP EL. 0.3' 3.3' WATER IN PALE BROWN FINE TO MEDIUM SAND SP Ism YYY Z �O IOC 4 O Ion CAN I�� 4 YYY I 2 ' WATER IN PALE BROWN FINE TO COARSE SAND SW CJT ,u. rn AL VCO 10' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SU S ESTABLISHED 2 BY THE L.I.A.L.S. A ED ADOPTED FOR SUCH USE F t Y IVA%,LAND •:; -^^ • •� TITLE ASSOCIAT N° rn I b 'L NIAR 1 2016 ' r' 67 y C4ND N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin iii '• TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE D( ' EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING �.1 THE LAND SURVEYOR'S INKED SEAL OR Q'• EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFSIND,CATED HEREON SHALL ONLY10 THHEP RSON FOR WHOM THESURVEY Successor To: JosepStanleh J. Isoksen, Jr. L. S. A. Ingegno L.S. k'. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GJVERNMENTAL AGENCY AND Titre Surveys — Subdivisions — Site Plans — Construction Layout LENDION. AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION.CERTIFICATIONS SARE NOT TRANSFERABLE. z< ' '• PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOTS 17 ) 18 & 19 F, SUBDIVISION MAP OF PECONIC BAY PROPERTIES, Inc . _ Rens FILE No. 786 FILED APRIL 15, 1931 �' 1 ``� HIGH WAT KIfAYW� SITUATED A T ERON p12512013 A �o SASSAU POINT 5' CoC �� TOWN OF SOU THOLD F SUFFOLK COUNTY NEW YORK S ° I °y` \ - - _ 83 28 45 E S.C. TAX No. 10001 11 —01 —24 4 1000- 111 -01 -25 i i I/ / \\ — — — —�� - _ PROPOSED FILL LINE AS PER FILED MAP 5 " 6, cr) _ _ 1000- 111 —01 —26 S 77'49 '00,, ff f SCALE 1 =20 I o o S Q UNDER WATER E 82.7 AUGUST 16, 1996 I 3, AREA O — OCTOBER 29, 1999 ADDED PROPOSED CONC. WALL TO TIE LINE = 04.1098 s o U _ _ FEBRUARY 28, 2006 LOCATE FLAGGED WETLANDS O o q f f• �TE _ LOT 78 �, �`S'' ac. ^ NE — _ _ APRIL 21 , 2006 ADDED TOPOGRAPHICAL SURVEY L ND AREA = 10,126 sq. ft. ��-°�- � I 01—WO D STE S TO TIE LINE 0.232 ac. �� � 1000- 111 —01 —25 MARCH 5, 2010 SET LATH FOR SITE INSPECTION JUNE 9, 2010 ADDED N.A.V.D. 1988 DATUM APRIL 25, 2012 UPDATE SURVEY I BRICK BRICK PLAT. ` „ 1000- 111 —01 —24 O AUGUST 14, 2012 LATHOUT RIP—RAP I APRON WOOD STEPS OT 19 nj \ JANUARY 14, 2013 REVISE AS PER DEC I 14.3' S3 \�\ w ^ JANUARY 25, 2013 LOCATE H.W.M., TOP & BOTTOM BANK, & RESET LATH I w BRICK PLAT. a FRAME w o � � � o � UNDER WATER AREA = 4,871 sq. ft. MAY 13, 2013 REVISE PROPOSED RIP–RAP , OCTOBER 20, 2013 STAKE SEAWARD LIMIT OF ROCK I WOOD STEPS BUILDING \ \ 00 TO TIE LINE 0.1 12 ac. FEBRUARY 3, 2016 LOCATE NEW ROCK REVETMENT I 14.3' o \ " JANUARY 18, 2017 FOUNDATION LOCATION 4.0' 0 o nOO JANUARY 12, 2018 FINAL SURVEY \ .\ 3 e Y O I I I `n �o >> v CERTIFIED TO: I o "j N� En g nI I �\ �7 a Z O CHICAGO TITLE INSURANCE COMPANY Z I k F "� o "I I `�� \ \S�g, 2 68' ,N �qc FIRST NATIONAL BANK OF LONG ISLAND I m o 3 m I I 173.51' yo°qn h stir ANTHONY S. CAMPO eN ANGELA CAMPO S 89°00'00" W R= 126.93' � ? I I .(N C? ' TEs ROAD ti HAYWA � ��\\ �o o \ \� OOD STEPS w0 R� °oR X26 NOTES: ►v / _-_-_ ivGuy L '9 ' 1 . THIS PROPERTY IS IN FLOOD ZONE AE EL. 6 AS SHOWN ON FISHERMANS ROAD) ,' , �__ WOOD BULKH ( )(NOT OPEN) pRlv�Ar // --- ----_-_ WIRE 3 FLOOD INSURANCE RATE MAP No. 36103CO164H g �� "/„x,/1 $2.61 ' R-93.9 , -__ � wp0o 89ZONE AE: BASE FLOOD ELEVATIONS DETERMINED _ N 89000'00" E 3 _ z AL WOOD STEPS �o I 2nd STORYs \\ �� / OOH O ' p o o SEPTIC SYSTEM TIE DISTANCES I� W ON Rql EDOWOOD NE U rS o/.0' o K pV --- - (,@.J) a PLAT.0 17 o Tst 340 DECK ER W W WATER LINE A� /�� �. 00 3Q ^7.0' ! '. COVER HOUSE CORNER "A" HOUSE CORNER"B" BAS�� Y I ��� HEDGE 1.5'N. 00 0 EME1lT ENTRA ao I ' i 9 \ �o NCE a a I ,- °� so SEPTIC TANK �� 25.5, 42, O 1 0 O I ° r � `� T a. OUTLET COVER C �.F°;P�e , °�ti CESSPOOL Z' >>.0 ti 2 o I o / �' 4 L I Qo � � FRAME HOY s.° 3 ' .'� 1 ' ��y� * DISTRIBUTION POOL 38' 37' o W USE <I Qlv�� s � 3 oa 6.01- i // Q. LJ p / n r o I / 1Y RP\� FLc��yCT 60�� •lam O _ _ _ m �o L ___ - / °F Q , � �!/ •�� _ 75' — _ Q 2n 34.0' !t i� -�-J / _ Is TORY D E CK VER rr7 11 WOOD STEPS N, N. 1 1000- 111 —01 —26 11P! °�� (r O N 1 LOT 9 7 001 OIEE ANDAREA = 25,462. sq. ft. ' 1 0.585 a c. � O rT7 1 F Ax I D r' -- A z Idzo I0 ZC, AUG - 8 201$Ln CA'U AL W N I ►fere.. i. -. • "TIT D TIiD Cn 11 L 1i 171 ILI, \y, r, �o 10 PREPARED I UM STANDARDSFOR TITLE SURVEYS AS ESTABNCE WITH THE LISHED BY Z FFORTHE SUCHI USE 13YS. ANTTHEPNEWVED YORKNSTA E LEND TITLE ASSOCIATION. t N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ��� TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND To THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 96-2671, 1 CVTCIHOGUE HARBOR rn 00( ,,I( I 0 S 33 p3� 82 O 911 �or ----------- --- 45,cBO, 34,14' 0�100 o 04°32'1811 N 14-07-41 OV 16 IQL Zo CC n 000 tn I LY LW--L :Z5 L.0 L.0 Ep 00 111 0 0500C 00 1 � � � O O IS, Lo LID cli . ..... .. ... 1\0 uj 0OI0 17 10 REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 AI 40'-10" 45-4" 7'-0" 4'-8" 21'-8" le 2'-0" 21'-8" EX.GRADE:EL.5'+/- 6'-4" BUILD UP TO EL.7.0' (VERIFY INFIELD) F, 4f' - -- -- �� -�-e e s ° e e e e s e ee ee ��♦ e e e ♦ e e ♦ ♦ ♦ e e e e e •° a •° a '°a a a a a a a a a a a a p t I . EX.GRADE:EL.5.0n i BUILD UP TO EL.7.0' C y L TOP OF WALL:EL.9.5 D I 4 r - _ - - - _ I A I O V t w i r i i i U I I DJ @16"OC Q ` �F Ln Z 1 CULTEC MODEL: 0 CULTEC MODEL: 1 RECHARGER 280HD RECHARGER 280HD LuD �`.? __________t ____ ___________ ____________ ul °° d p d . Q------------ - -e--D---Q�- Qt d D d o c - �__________ - C v a� > C r-- FLO�ODVENTS-------------------------'- r- _____12)1-3/4X14 FLUSH MLBEAWI__� ----------------(2)FLOODl7ENTS------ -------T- -------------- p I I i I D - I I °e I I 3-0 I b I to 4 O Q i v l 8'-0' IF I I I � I I D I D D D e ° ' a ♦ 41 1 e r_1 N °e / I I v I D W I I ,� I d l I t I D D• ' ' I b I 4e p o ' I •D I I O N Q D' ° I I I � ° N Q I I O I 1 • i I 1 1•--1 B p 4 ' i v i •D 1/1 D I • I B A, TOP OF WALL: EL.9.5' s OA 0 o I v I to ,° � � i � 5'-83/a" 5'-83/4" 5'-9" 5'-83/a" 4'-6Vz" 5'-43/a" 5'-43/a" a M 5'-43/a" D I I • F-- I---- -----• ,------------ 00 ---- -----• _ I M I A W \ b 1 1 `� D I I __- -- __ _ _ _ 1 1 1 1 I p 1 a Q r -a r - - _, _ - _, ___ ___ I _2X8 ACQ °° I c (3)1-3/4X7-1/4 ML GIRDER ' ' 3)i- /4 7-1/4 ML GI r ER ' ' 3 1-3/4X7-1/4'ML GIRDE ' ' 3 1-3 4X7-1/4 ML GIRDER ' i _J@__16"_0C­­_-' I • J 16"OC 1 t--_-_-_-__-_____�- ---_ - --------J- -_-- - -_--- - --- -L------�--- - - ---��--- _--'------'-- _ - -------�- - ----------t ---___ ----- ----------2 min. I T___ ___ _ - =1 : _�______C= =C-----__C_ _C____-____- p I I 8"X16"CONC.BLK. - 8lX4&'<0W-9W.PIER%Y491IX48PXI-2% 8"X16"CONC.BLK. PIER w/32"X24"X12" CONCRETE FOOTING REINFORCED PIER w/32"X24"X12" I a s CONCRETE FOOTIN WITH(4)#5 REBAR EACH WAY CONCRETE FOOTING I I I I a , , I Q \ v a \ VERIFY ALL DIMENSIONS PRIOR TO ev b 4 Q) A p \ BUILDING WALLS. MAINTAIN A ;' D MINIMUM 10' SEPERATION BETWEEN °° e c U INSIDE WALL AND SEPTIC SYSTEM D ° cn w F-+ (INCLUDING EXPANSION POOL) O SEPTIC SYSTEM w/ RETAINING WALLS \ 'a a 5'-11/2" i i °• EX.GRADE:EL.5.0 I b BUILD UP TO EL.7.0' W WALL AT SEPTIC AREA:8"THICK WITH MEMBRANE \ v I 1 WATERPROOFING ON SEPTIC SIDE PER SCHDS D I '__ i D 4 I I . ELOS]RVENTS-------------------------- ---------------, -- --------- v C/J �� (2)fLC1QQVENTS----------------------� ' �!! REINFORCED w/#4 REBAR @24"OC EACH WAY \ "• ° I - o a a 3 1-3/4X14 FLUSH ML BEAM ----y ° ( 2X10 ACQ GIRDER v . r . v y 1------'(,----------------- O FOOTING AT SEPTIC AREA:3'-0"WIDEXO'-8"THICK a v a ° _____-_-_-_-_-_------ ---------------s = C - v v 4 v o - _- _ -_-- - �FA REINFORCED w/#3 REBAR @18-OC PARRALEL w/WALL 1 _ T T It--- ------ III -D-� I11 a a 4 . ------------- cd - ----- -----------, r------ ----------- ------------------------ ------ ----- ------------------------ ° _____ 111 Q b• n �- n oe III I t 1 • I I a I � 9q #3 REBAR @12"OC PERPENDICULAR WITH WALL t�' \ ° ` ,�,;�.' I I III a a v° 4,` ','�i,'� ii mQ Q d.o412 iii mi i�l i i s- �! �.� �i zi 11 =III c 0 ° V t� • , S i'�/'� 11 JIII 0 .- 0 0 nl?I I Q I D I V T �� • D ��J�%'G' n n E_=c$k�$>S#C�EL65B H9h1=_=311 LL l i i i b t O ADJUST HEIGHT �° o 6'-0' 6'-0" I I t , 1 �_ FOR GIRDER ant In al so• D 4'OQ� ��, `I %8'-4" t ul 18'-6" nl W I v I i I 7'-0" >_ v 14'-8" a \�•' ° �� �� - i%�' __111 �I11 fll� I I I b ----- • A i D ` %i' r Itl .-III III..- I • I I 1 • •-___-, r-_--_, ---------------------- B= --------------------- ' ' 1 1 1 1 1 - ---------- 0 _ 1 _ D 'O� i� 1 �� i ' Rr �- ----------- ='n=====�_ _ _�___====n=====__=-=E=4t v 4 v •v r v 4 p .v _ _�_ °° •cJc� �� % ;� ;__1 I ' DER 1 - 1 (2)2X10 ACQ GIRDER 1 PIR i(2)2X10 ACQ GIRDER \/ (71)2X10 ACQ GIRDER 1 1 1 1 1 -------- e- . t - -- - 10 mtn. 411 ------------------------- - •-- a-- _-. (h t1/ � D i i a N II _ 8'-3" 11'-10"co V-11" 6'-101/2" m Ov 10"dia.CONC.PIER w/24"X24"X12" I OPO 0 e-+ CONC.FTG.3'BELOW GRADE(TYP.) EX.GRADE:EL.5.0+/- $. '•'-I II EX.GRADE:EL.5.0+/- x O 0 0,111 - BUILD UP TO EL.7.0' � y; z Ude m e V 111 BUILD UP TO EL.7.0' z u a nl cu In �• 00111 00 O 000 u CULTEC MODEL:00 p. CULTEC MODEL: v SII RECHARGER 280HDoc 111 RECHARGER 280HD ° nI to U 1� S .ter 4 111 S CULTEC MODEL: °11 •a •a RECHARGER 28OHD Q, t1/ O W R • I %j C6 •D •D •D •D •D DO •D Q •D •D -D •D •D •D •D (�cA D D D D D D 15-31/2" 2'-0" 12'-7" 2'-0" 17'-91/2" 1'-8" D c D 8'-0" ° 52'-4" tJ7 ol TOP OF WALL:EL.9.5' �o u (W.1 D /3`j 46 1�6 5D• e D 1/ A � Q`e O FOUNDATION PLAN 19'-6" � i 11 _ i � 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.EXTERIOR OF 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES SCALE. 1/4 = 1 WITH A FOUNDATIONS ARE SOC BE DAGPPROOFED PER N.Y.S.RESIDENTIAL CODE FARE TO BE IBERGLASS SIINSTALLED L LLEDEIO•VER COP-R-TEX TERMITE SHIELD AND FOAM OR 41 FF: EL. 12.5 N W 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, �•+ S N PROJECT NORTH FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO 3 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 1�1+ TOF: EL. 11.02' 3).FOUNDATION SLAB TO BE 2"THICK MINIMUM. a f 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. hz1 °b INSIDE AREA: 1529.1 SQ. FT. ° CAPACITY: 200 SF/VENT Q o-; INSTALL: (8) FLOOD VENTS D a FLOOD VENT SEF 3 0 2016 ��:I�,SC, .� FIN GRADE: EL. 7.0' tip, • I a SLAB: EL. 6.0' �� , a: K DRAWN: MH MS BUILDING DEPT. :- � ` ►�`� f AVG. EX. GRADE: '' 0 Z TO`YN OF SOUTHOLD .� I +� � SCALE: SEE PLAN i ° n ��'"~�' JOB#: EL. 5.0 M D•e �, air . September 29,2016 z 0 o e �-�•�,,� �-,q � ^ , SHEET NUMBER: CULTEC MODEL: RECHARGER 280HD A-3 SMARTVENT MODEL: 1540-510 i4 M - ---------------------------F.- --------------------------------- - -ft�z� ---------------- FF EL 13S •-•- SEMC MAINNG WALL GRADE EL 70+/- M Y� AVG EX GRADE EL 50' AVG EX GRADE EL 50' D,1gU"iy,�+�' .� IN sc � y EAST ELEVATION SCALE: 1/8"=11 dLv SEP 2 9 2016 a gUMDING DEff- f M TOWN OF SOMOLD CAMPO HOUSE /22/2016 MEETS AND BOUNDS TAKEN JOESPH INGEGNO REVISIONS: FROM SURVEY BY: LICENSED SURVEYOR TRUSTEES SET 06/05/2009 rr ORIGINAL SURVEY DATED: AUGUST 16,1996 DEC SET 02/22/2010 ZONING REV. 10/22/2010 ZPROPERTY IS IN FLOOD ZONE AE(EL.8) DEC REV. 01/07/2011 AS SHOWN FLOOD INSURANCE RATE DEC/TRUSTEES 04/05/2012 CU TC H O G U E HA � �, MAP No.3610300164-G DEC/TRUSTEES 05/17/2012 {:. w RBOR S.C.TAX MAP No. 1000-111-01-24 N1000-111-01-25 Fn] 1000-111-01-26 ® ® uu ® m 1 ® ® ® LLU CAMPO PROPOSED HOUSE ELEVATION VIEW FROM C U T C H 0 G U E HARBOR NO2 w o w SCALE : N.T.S. 0 °OS Og 33.03 q� F`�G FLAG STORMWATER MANAGEMENT RE UIREMENTS PLUMR.FP, Crr3Tl�;C�T1QN r 11 '4-1'I G ° WHERE APPLICABLE(LIMITS OF CLEARING) O� _ Op1IDAl h�.oN Q W LIMN NSULTANtS. CEP rrlC,il ! - ( i )�, SIC-/i��r'Y tltj,JO" LANOWEDAg ENDO 2"X2"STAKES A 1 '(0 t1•ED t^.� NOTE � v w - �--- - �� '(1 e � F�od6 y LAG N Ip,G ��� SOLDER USCD in VVA7- - Ori° '�\°0.KpNpat WGN 2'IN THE GROUND WIRE TIE ��p�N+G��APPAwtiN ° DATE: �P • ` SUPPLY SYSTEM C , dIVOT 4�E AL LO CA O A 3 � ' BALES BUTTED FEE: ! .__ Sy' EXCEED 2110 F'1° L o B'E`N LSA° � �' O- � � TIGHTLY TOGETHER NOTIFY Q %'. '�' _ :1 S T .G. \2° (per Q�• 6 NATURAL AREA T REMAIN O- �'� LIMITS OT' o tiI FOR TH' \`\ \ F� 1 _ o 765 1802 r n AS NONDISTURBANCE BUFFER m CLEARING H FOLLOWIN'; �o: S ` >� y 1. FOUND"' ' ' REQUIRE~ �. 0 1 Z� !� q � LAND AREA = 11,503. 5 �P�P`¢ p 0.2 4 ac. ��o?� r (9 Q P QY FOR FG RETE }� - - ,5z6 __-. , �. m ,. LOT i 8 , �; �o,`� Si9 2. ROUGH s FILM, I.'. PLUMBING ' 1000=111-01-2(0 � m� � s D 1000 111 01= 5 � � O W w H 3. INSULATI ,' e O, \ / Z �/ sp o EpeLe.z3 ° ° vl ALL PLUtAB NG WASTE 4. FINAL - "IO�J MUS I O-�g� aG.TO TIE LINE ` w C'='` &WATER LINES NEED LAND AREA -X25,462,14sq, t, o EARtNG o_ O WOODsrEP w°oA "N�DaNNG o o c/) �, W BE CO%47',.E` L.O. 'TESTING BEFORE COVERING%- o F // O J O � g ICK PLAt. a dw R�M��QRS O F ALL CONST .IOIN CHALL MEET THE tOT 17 REQUIREMFN T S 'U, THP ^..ODES OF NEW \/ YORK STATL. NO-i f';ESPONSIBLE FOR \ `lY DESIGN OR CONSTRUCTION ERRORS. GEED WfTH 9� w �' �G \° 2 0' 007 z DO NOT PRO _ . °ryry Q O FRAC UNG UNTIL SURVEY \ (�y♦ COMPLY WITH ALL CODES OF OF FOUNDATION LOCATION - \ i '/ �v / N /o N NEW YORK ' ATE & TOWN CODES HAS BEEN APPROVED. __ * c� c1_ h n 61 °' // �- �� `v , (� I G CESSPCIOS AS \St� N m W ( � R OLD SURVEY•O AS REQUlR AND CONDITIONS OF NEW `/ I i EL 70' E EMOVED AND NLLED s ,w O .9J6 � El.'7 0 �/0/ J PER HDS REQUIRMEN7T5 v= 1� a W SOUT}!OLD TOWN ZBA � lr � � Z Z STRAW BALE AND SILT FENCE T=e,S PLACARD:".1G R - UL3ED1) �`� f 46:,3' 7 0' 4 m O H 0 IVrLIVr IVIVIVJ vt"1 �� �.._I i*"; // IIS � �, ___ ,,, EXISTING FLUSH (i Z A Q SOUTHOLD TOWN TRUSTEES ELECTR -,AL \ _ E r S 38 0 _ -j � WALK WAY � � � U r _� _ m �EQU@RED _ �� ------ r E.\@.��PECiT@C} ll L-`---��, `� �� ]It OU r 0 LIY.S.DEC I EP 1 EP L P I 1 i � E o � � � a a 9 FLOOD ZONE � ' ` LP ` LP 2 STY. FRAMED HOUSE _% \;\,�00' v i �s z 3 _ P4 `��' �� O O P m m m o a �N Cp"!'PLY WITH CRAFT .1145 � i;;irr+ IN FLOOR: EL. 12.5 iEl � � D 4 t� "IQ Iwl�1101:• 10' rrtErrlr r r r N SILT STOP r/�r FLCflD DA�m-�` •• I`yJ[ min. rrrJrrtr� I EXISTIEABAN ABANDONED nrnnr ' r TO BE ABANDONED .,UPANC DE .:.,�: I' POST' ��/ lY SOUTH01.'„; s��a��+s c7✓ EL.9.5' B° •'1 I i CONC. It lY . L ``/ ,••- FINISHED GRADE � `, r S NENV u, T N a IS UNLAWFUL `s $ �. 1 .5' ' -_ -- 14.7' _._.. � EL.1.b' \VASHOU BACKFILL PCLIAN FILL: 19:•' •��DECKING TC1 ° THOUT CEPTlFCATE `- `�- / M W CU.YDS. ST ATTACH TO; A b t 1 8' b t=i / LO LD > rn +/. SEPTIC WALL; �, O,\\�, •r:,°d•.. d.. o•.. d•. I . 1 ANCY -No. REBAR WATERPROOF CONCRETE DECK s .TS �. ° ,. • . • '° @ 2'O.C. e• RETAINING WALL PER SCHDS yFo TOP0 SEPTIC WALL/ \ �� 8,311 -- , 'a,.. .'d•.�o..°a•.t.'d �2` 4� 9 Q O FIN.GRADE:EL.9.5' � ° C .•;i• / `, No.4REBAR c°ie ° ib.'d•.. d•.'.'a..°da,:'.�,:' Or ,r+ ryO� F�ri1 NATIVE \V \`' `�/ @ 2'O.C. np• FINISHED GRADE EL 7.0 �~ N� .� d• �• . d• . 0•R. D °����`da1�`�� °d: '0:'°0 n�' � �o V✓ � Q fV, T y{� > 1vAGF'NSPEC'fIONS ARE REQU1REi7 0 grpp"�`R'�A'�nn'° °KItF9 R1 e riuwWloNbPco SurtiaN RECOMMENDED Contact TC►s"En sneering at 765-1560 before D:W D:VV NEW L "� ° CA 0 Q g MEMBRANE WATERPROOFING SEPTIC: EL.7.0' ��° ' •• °•"• p�"s4 a ;° TOE-IN Engineer's Certification SEPTIC SYSTEM SIDE °a•:.°D, Backfill,OIt Provid^En e .. _ -- C � I•-d that the drainage hes tY" �n Inatailed to Cade. ST: 4M 'X8' 1000ga1. SEPTIC TANK D.W. D.W 'RETAOI ING W INC{t• , , \ `dam'OI '',N OO,OOu I ' 1 O C/] O 0•.'.'d••.'D•• PRPRE-ASSEMBLED SILT FENCE �yF °D,:..a •.,.° dr.'d••'. ° LP: 8 dia. X 3 dee LEACHING POOL `�F j2 ' 'at;-'% I ,• O� 1J O A. s o - • ,EXISTING NE-. 3 DP: 8'dia. X 3'deep DISTRIBUTION POOL r 6 0 ,o `.�a: .•o :� DRIVEWA O s ,^ry N Z� w x W 9 at, +, t,e;�REMAW, o� ."'d 01) in _ �-i FINISHED GRADE:EL.9.5' o D °• °•�< a Db mss - o B 8" tiS n fk.W ..' s.' ' • "v N m 11 CA_ a 0 1� EP: EXPANSION POOL 8 '.°A.t.'A.'.'o% ��'''` N rte-, HOUSE o, I I 'E ,+ •� •''e, G•.� 4-4 .1 Z�•SL__ _ Ei 6" No.3 REBAR 12"OC C 1,7. �S •D'>• .:� °.e, < • r D O CCS •• - _ 13.5' 0 0 o e o o @ e '4hF ORY \ a.•D.,•,'d.e•,° z'� Q� '•moi i;INV.EL.: APPROVED PIPE INV.EL.: _-" "- : o 0 N .'% •.'% • •?'•r•�d'^' Cd e• g,5 8.0' t INV.EL, APPROVED PIPE INV.EL: o 0 0 o I �F SOIL � '• ''' '`' �! '" Ctl N MIN.PITCH: ;., ,e .. ?F \� 'A, d.. �\1'. 1000-111-01-2`"F 1-- 11 /1'-0" 7.5' MIN.PITCH: 7.3' N , v. • 1/8"/1'-0" LEACHING POOL o m LEACHING POOL to g ,D ► '+ q/�, LOCATION �'----- _ '•', ✓- ., O D r 1-� INV.EL,: 2" e:' 2" o P a LOT 19 7b >. SEPTIC TANK .r.• ; ,r. ��,•" - DISTRIBU7IQN•FObL•' •L', 12• 6z, OF 5 PQOCSYSTEM' �' In n m •D, l9 .D;et D _� .•. '' 3'CLEAN e �YF N a m 8'-0" ..,••: +8'-0". 1. •/: t B,_O,.• {-/: 'i . + �C/ �`•-� n v z ' ;5 ' SAND COLLAR 'e, P1/! U C °o:•' • m r o Orr Z .n ,. i c TF z �,'a. .P• W GROUND WATER f � +• - J tiS. PORT-A-IAV TO REMAIN 6 F y ON SITE FOR DURATION -• °• •V N EL.1.2 No.3 REBAR @ 16"O.C. O FpC OF CONSTRUCTION d•, r .l CIO PROPOSED SEPTIC SYSTEM DETAIL CU e �° s r �, N rl PROPOSED CONC. RETAINING WALL DETAIL a °at:d,e •/(. R\ m a, O �o�� " YYY CU 7C I, (NOT TO SCALE) Ile �� j' o m SITE PREPERATION: DEC CALCS. AREA: AREA PERCENT COVE EOF TOTAL TOTAL ` 2 "' Q /v 72.0 x O AREA: SOUTHOLOTOWNRURDARLE ROOF AREA: $J m ; '••w I+C O >~ DECRIPTION: SCTM/J SCTMk tANosDEC nwACENrARu: ESTIMATED EXTIMATEm d . °• o , �+ } 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, TOTAL AREA: 1000-111-01-26 R.O.W. 1000-111-01-25 Tout;11000-Fv-m-za I R.oW.l+oo-nt 01 25 EXCAVATION: FILL: 2200 SQUARE FEET /' t'��,.•a'• r= (� O S �4p� r II w U, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY ''nn ��••11 COMPANIES THAT THE AREA IS CLEAR. 45,704.89 SQ.FT. 25,462.14 SQ.FT. 8,739.7 SQ.fT. 11,503.05 SQ.FT. /FO ••• o W 2p w O O {. PROPERTY: e, (1.049 AC.) (.585 AC.) (.200 AC) (0.264 AC) q iO d. D.• L r I 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES AT 100% WATER RUN OFF AT 2" RAIN PER HOUR: Aygygi� Lo \ BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 241CHES OF UTILITY MUST y / - >. '. ° u T s~ BE DONE BY HAND. WETLANDS: -6,357.74 SQ.FT. •3,038.44 SQ.FT. -494.4 SQ.FT. -2824.9 SQ.FT. - - q ;° °••d'. '� •,-. .L1' *•' 368 CUBIC FEET `rqL / .. ;"'> M 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. BUILDABLE AREA AND DEC: 39347.15 SQ.FT. 22.423.7 SQ.FT. 8245.3 SQ.FT. 8678.15 SQ.FT. n n '�j d'4c�'a 'ad'• 5 OJ A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. (USED FOR CALCULATIONS) (0.903 ACRES) (0.515 ACRES) (0.189 AC.) (0.199 AC.) - F�. `ti.. °.'; h ON U +' B).CHIP BRUSH. REQUIRED DRYWELLS: �;'.•p '-'d,: 4�° m v cn TEST HOLE DATA C).REMOVE STUMPS AND HAUL THEM AWAY. ESTIMATED GROUND DISTURBANCE: 18000 SQ.FT. I 1 4�P';.9 .• 'S 33 N CU10 Qj (5) 8 dia., 2 DEEP DRYWELL (OR EQUAL CAPACITY) a' •� °°,'^ ° �p�p 0 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL EXISTING HOUSE TO REMOVE: -868.9 SQ.FT. -868.9 SQ.FT. 205 . °'% ° O W QUALITY OF THE PROJECT SITE. [422 CUBIC FEET '4•aI°'.D�•ad�•• SITE PLAN (TEST HOLE DUG BY McDONALD GEOSCIENCE ON (MARCH 22,2006) EXISTING DECKS,PATIOS TO REMOVE: 1029.6 SQ.FT. 1029.6 SQ.FT. 1 °•t 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE .°d•.. o• .'d.. d•. TO A SAFE LOCATION WITH A FRONT END LOADER. EL.4.5' EXISTING BRICK PATIO TO REMOVE: -333.5 SQ.FT. •92.8 SQ.FT. -240.7 SQ,FT, 30 11 _ 1 1 •,•', 0. 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION •'dr•••�'•.��t'' SCALER 1 - 20'-0 BENCH MARK PRIOR TO EXCAVATION. EXISTING STEPS TO REMOVE: -98.2 SQ.FT. •94.2 SQ.FT. -4.0 SQ.FT. 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL. W jE EXISITNG RETAINING WALL TO REMOVE: 13.0 SQ.FT. 13.0 SQ.FT. DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. • PALE BROWN FINE TO MEDIIUM SAND SP A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FET. �..t;•;"'•;�•'••,• B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED Q/ t;Y•• :, .:, OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING, ,1 EXISTING ACCESSORY BUILDING TO REMAIN: 204.5 SQ.FT. - - 204.5 SQ.FT. .1-12.35% - - u EL.1.2' '�i'' ti ' 8),HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE 3.3' ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACKTO A SLOPE OF 2:1 EXISTING DECK TO REMAIN: 200.7 SQ.FT. 200.7 SQ.FT. .1-12.31% (VERIFY SOIL CONDITIONS). WATER IN PALE BROWN FINE TO MEDIUM SAND SP A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. EXISTING BRICK PLATFORMS&APRON TO REMAIN: 64.8 SQ.FT. - 26.2 SQ.FT. 38.6 SQ.FT. •�0.32%10.44% Ox\ - 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. Y �OQ1 �► 4' EXISTING SHED TO REMAIN: 64.8 SQ.FT. 64.6 SQ.FT. .10.78%1• Q 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; \. DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS EXISTING BRICK WALK TO REMAIN: 50.7 SQ.FT, 8.5 SQ.FT. 42.2 SQ.FT. 0.04%10.51% - PRACTICAL. EXISTING WOOD WALK TO REMAIN: 109.3 SQ.FT. 46.6 SQ.FT. 62.7 SQ.FT. • 0.56%10.72% 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER �4 UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER 2 BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY EXISTING STEPS TO REMAIN: 51.1 SQ.FT. 10.0 SQ.FT. 41.1 SQ.FT. 0.04%1•10.47% jyGj TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE WATER IN PALE BROWN FINE TO COARSE SAND SW CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED EXISTING RETAINING WALLS,FENCING,EDGING TO REMAIN: 170.0 SQ.FT. 106.0 SQ.FT. 64.0 SQ.FT. 0.47%10.78%1- ` V WHERE VEHICLES ENTER THE JOB SITE. v rn QJm ►� NOTE: PROPOSED HOUSE: 1650.0 SQ.FT. 1650.0 SQ.FT. 7.35%I-1- 640 G.C.TO ADD ADDITIONAL GRADE ON OPPOSITE SIDE OF RETAINING WALL AT 5%SLOPE AWAY FROM RETAINING PROPOSED DECK/PORCH: 1572.8 SQ.FT. 1572.8 SQ.FT. 7.01%(-1- 2 WALL ON PROPERTY. PROPOSED NEW STEPS: 193.1 SQ.FT. 159.4 SQ.FT. 0,71%1-1- ESTIMATED -1- ESTIMATED EXCAVATION:250 CU.YDS. (PROPOSED HOUSE) PROPOSED NEW RETAING WALLS: 142.0 SQ.FT. 142.0 SQ,FT. 0.63%1-1- ESTIMATEDFR.L:13ocu.YDs, *LOT COVERAGE DETERMINED �j 10' (EXISTING HOUSE) FROM WETLANDS(FLAGGED) REQUIRED DRYWELLS: EXISTING SANITARY SYSTEM TO REMOVE: 150 150 rO ROOF AREA:1956.0 SQ.FT. DRAWN: IVIH MS @100%WATER RUNOFF:326.7 CU.FT. PROPOSED SANITARY SYSTEM: 300 300 PROVIDE: NOTE: (4)8'DIA.X 2'DEEP DRYWELLS CAPACITY EACH:84.5 CU.FT. ALL SETBACKS SHALL BE VERIFIED a IN FIELD WITH SURVEYOR PRIOR TO SCALE: SEE PLAN TOTAL CAPACITY:336 CU.FT. EXCAVATION AND CONSTRUCTION �1a4"f',: ',t°' • L• ,:��'°°` NEW GRADE(TO LEVEL GRADE AT EAST SIDE OF HOUSE) - 1400 O �• •' ; 'v ( JOB#: HAYBALES WITH SILT SCREENING TO BE �� •-:�l,!=• s' � 'p„• .? ('1�' ') September 0'],2016 INSTALLED PRIOR TO CONSTRUCTION AS PERVIOUS DRIVEWAY 2900 SQ.FT. INDICATED.ERROSION CONTROL SHALL " -A, ;'""",";�� '.' " s• SHEET NUMBER: BE MAINTAINED DURING DURATION TOTALS: 7,373.8 SQ.FT. OF CONSTRUCTION UNTIL PROJECT IS 'C, h4' (INCLUDING DRIVEWAY) 18.7% COMPLETED PERMIT CLOSED OUT). S. 1 TOTALS. 4,473.6 SQ.FT. (NOT INCLUDING DRIVEWAY) 3.8 S ) 15.54%1 2.39%1 5.57% 822 2087 t REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 Mf nil--. -IM - - - - - - - - - - - - - - - - - - - - - - s — or- Nc n I _ — n ) O In I F--i H I —cc LLU 00-1 10 - 4 It o a - - FF EL.12.5- t zz SEPTIC RETAINING WALL: EL.9.5' FIN GRADE: EL.7.0',' GRADE EL.7.0+/- C AVG.EX.GRADE: EL.5.0' _ — _ _ _ _ _ AVG.EX.GRADE:EL.5.0' O x Z EAST ELEVATION In S `�' l �' w ca � C SCALE: 1/4" = 1' CCS � Z OF 00-1 x 0 i� p up 00-1 �" w -P0-1 x o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G = 4 Lnu � O's " �n 0wTi III I 1 111113 I co l U - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - O N o m V U FF_EL.12.5' I r — - — - — - - - — - — - — - — - — I u7 �1 '�d ;�ryA DRAWN: MH/MS FIN GRADE: EL.7.0' C� �t� SCALE: SEE PLAN i - JOB#: September 07,2016 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — - — - — - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^'� �.`'-' %�' . �" f � \SHEET NUMBER: AVG.EX.GRADE:EL 5.0' NORTH ELEVATION �4 SCALE: 1/4" = 1' `� — I REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 gu HE Im 90 M NA 31 - - — - — - — - —- — - — - — - — - - — - — - — - — - — - — - — - — co IL—JL—J,. I t` w _o H - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - n _ - _ - _ - - - - - - - _ - _ - ` Q ) w FF EL.12.5' _ _ - - - - - - �L SEPTIC WALL EL.9.5' ) GRADE EL.9.5 GRADE EL.7.0' AVG_EX_GRADE:EL.5.0- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O x Z O cq H � 0 WEST ELEVATION _ � cz --4w 03 00, 0-100-1 CD r201 4 I' M s�. 01 00, O w@ v 40 o w o co W H UV o i H+l m V U � o FF:EL.12.5'_ ) MOM R" 'mm Kwe m m Way m SEPTIC RETAINING WALL EL.9.5' x " • FIN GRADE: EL.7.0 *f� e.#'}a '}• t ' u. DRAWN: MH/MS SCALE: SEE PLAN JOB#: AVG_EX_GRADE_EL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a r- � ,&. September 07,2016 a.. yry�"`�Yy •�;�'' SHEET NUMBER: SOUTH ELEVATION aj SCALE: 1/4" = 1' —2 REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 A ' 40'-10" 45-4" 7'-0" 4'-8" 10 21'-8" 2'-0" 21'-8" EX.GRADE:EL.5'+/- BUILD UP TO EL.7.0' 6'-4" 01 C - ,- -- ep d + v A. ° a ° a (VERIFY IN FIELD) D Q A A ' e e e ' e A ' A ' e ' A A e ' A ' A • A A ' A e ' A ' e •�� A e ' e ' • e e ' A ' ° e ° • e ' e A A e A 'e A •A 44, ..- ------------a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a I I > ° j I . I EX.GRADE: EL.5.0+/- 1IRD' ' ���,,, a • e D • d • o ° i ; BUILD UP TO EL.7.0' ��. TOP OF WALL:EL.9.5' Q Q `: �'r8 I p r ---- - - ---- I I I Q s e o 1. i 0 1 I I ) Q ,° ';cp,� p V w . i I U I I DJ @16"OC !G I 0 e LL 0 , o „e 'u-) z QA C��.Fq 1 U t 1 Q CULTEC MODEL: � CULTEC MODEL: � � ° i ) I 1 I I • RECHARGER 28OHD RECHARGER 28OHD Lu ° i _ _______________________________ __ ___ ______________ _ _ 0 a Q IN AS R d . o . d p d . o • d p e . o . e p e n . . . d p d . o - $___ _ +_ I � ) ° M a .-- . . -------•------ T------,------- ---'---- r-------•--------•--- 2)1-3/4X14 FLUSH MLBEAM � . D . (2j FLDLTDVEIVTS------"------ I 1 (2�FLDDDI�E'NTS------- D I I I I i I 0 I D e � Q° I ° I 1 • I _ N � D •. D I , I I � I Q I ° e I I � ° I a 1 I t CC x 1 o z ° I I . 1 1 D 1 !• s CV I C I t I ^ D' D I I � , � , F••� Q I QA I I N I + 1 P7 I I I I I f-r 1 I I • I A L D• i I I I W B B o QA TOP OF WALL:EL.9.5' I D 1 I i ' I a ° =C ■ I ° � I 3 5'-83/4' 3 —61/2" 5'-4/a" .♦ i o A N a o M 5'-8/a" 5'-9" 5'-8/a" 4' 3 5'-43/a" 5'-43/a" 1 M A W 00 I / I 1 I 1 1 v N Y D 1 I 1 1 1 1 ___ ___ ,___ ___+ I 1 I 1 •-__ ___ ,__ ___ 1 I ° °° i as (3)1-3/4X7-1/4 ML GIRDER ' ' 3)1!3/4 7-1/4 ML GI ER ' ' 3 1-3/4X7-!/4'ML GIRDE ' ' 3 1.3 4X7-1/4 ML GIRDER 1 i ' i J @16"OC " 1- --- -1--------J- --- -�- ----- - --- -L------�--- - -'--- _--'------'-- --_- ---- Q _ ]_ _-_ -7________7_ ___ _7_ ______C_ ___ _C______C___ _ _ --_C�___ _ --_�______C_ _CC_ ___ 10 m1n. _______-____ ------ ----- \ D• i I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 8"X16"CONC.BLK. •- Xj(�''-0NC-SILK.PIER VY 48"X4EFXI-2"1' 8"X16"CONC.BLK. ' PIER w/32"X24"X12" CONCRETE FOOTING REINFORCED PIER w/32"X24"X12" ) CONCRETE FOOTIN WITH(4)#5 REBAR EACH WAY CONCRETE FOOTING \ I I a Q \ D• p I o l a � I • 1 VERIFY ALL DIMENSIONS PRIOR TO N a, x� I 4 v O • a � BUILDING WALLS. MAINTAIN A D- � � U Z MINIMUM 10' SEPERATION BETWEEN °° "' I 1 � D I A o f INSIDE WALL AND SEPTIC SYSTEM a (INCLUDING EXPANSION POOL) Q n 8,-4., SEPTIC SYSTEM w/ RETAINING WALLS a ' Q, - 1 „ i °• EX.GRADE:EL.5.0 16 i 5' 1/2 e I BUILD UP TO EL.7.0' W WALL AT SEPTIC AREA:8"THICK WITH MEMBRANE o ° ' � In �' !� WATERPROOFING ON SEPTIC SIDE PER SCHDS G i ; ' ___ _ _____ Z •--(2)ELOOtZVEN.TS-------------------------- ---------------, � ---------W ------- - - 1 � � ELOO.RVE>`1T5 @ A 3 1-3/4X14 FLUSH ML BEA M ---- D > ql REINFORCEDw/#4 REBAR 24"OC EACH WAY M c v v 1______S�_______________------1 i ( 2X10 ACQ GIRDER _ D lT '� • • v + V ♦ V ' ► • v ' --------------- FOOTiNGATSEPTICAREA:3'-0"WIDEXO'-8"THICK v v 4 v v x------------------------------ - a v 4 v a _ OT-----------------------------T REINFORCED w/#3 REBAR X,�1118"OC PARRALELw/WALL '.�: ---- -----------, III d -- -� p--�-, III .- -----------, I I .------ ---------- ------------------------ ° .5d �tCA C3 D 'i'i l 111 °• o o o a 111 I,; 1 • I I I 9p #3 REBAR C12"OC PERPENDICULAR WITH WALL • 11 Q r�,�G' I nl o d ;vo % •c • nl 1 I I d v A III m 1 N 1 1 I I a' O I O ADJUST HEIGHT Q° p V oriiE___8k (�EiHSEI$EAt� iia I I i f i FOR GIRDER ) 6'-0" 6'-0" . 1 ILo ILI ` I w 111 18'-6° "'a 1 14'-8" -� f- 7'-0" ' lii v 1 i I _ _ • a • 1 1 1 1 -___-I 1_____ 1 ----------------------------- I 1 1 I 1 1 H _/_ ----------- =03==--- - - 'L----___-_- ------- - - {^-} ° =,n-----�_ - - __=====m=====_____£_ . ' + - _ _ - -��--F=�='______=====a= il=====________ _ ) O D •O , , i hr __ ___________ _- _ _ _- OT V G ♦ V ,v , V G ♦ V .v T _ _ _ _ -- _ -__ _ _ __ _ ___ __ ___- �. , 10' min. ° .�%' i II ; DER (2)2X10 ACQ GIRDER 1 ' ' R ' 2 2X10 ACQ GIRDER ' 1 /' - - •-- - -- ----------------------------------- -- - -- - ( ) ' - -� )2X10ACQGIRDER N D r' i � II M �I t O QA , N " — 8'-3" 11 -10 6'-11" 6'-101/2" +Ug 1 ° ul l 1'— 1'-0 o X u • °e m °� 10"dia.CONC.PIER w/24"X24"X12" Poo m M p J in CONC.FTG.3'BELOW GRADE(TYP.) EX.GRADE: EL.5.0+/- `� X o U U. 1„ EX.GRADE: EL.5.0+/- BUILD UP TO EL.7.0' ) �'+ �+ CEJ e ° VCY BUILD UP TO EL.7.0' Qnl co p y � \ ^��• X III ), 44 u O 4 \11 A 1 �'iil� CULTEC MODEL: CULTEC MODEL: '� m RECHARGER 280HD RECHARGER 28OHD 5 �j U v' C/1 CULTEC MODEL: 00 y •� II RECHARGER 28OHD Q, N o W u /� _ ) I � al� •D •D •D •D •D D° •D N •D •D •D •D •D •D •D /�Ii° D D D D D D D D D D D D D D D . 15'-31/2" 2'-0" 12'-7" 2'-0" 17'-91/2" 1'-8" p e, 10 8'-0" ° 52'-4" 01W ° TOP OF WALL:EL.9.5' �• �o \ H D /33 46. '° D`° 0 l FOUNDATION PLAN i �� _ i 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.EXTERIOR OF 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES SCALE: 1/4 = 1 �FUOIUNDATH A BTIO S ARE TOC BE D MPPROOFED PER N.Y.S.RESIDENTIAL CODE FIBERGLASS SILL INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR N FF: EL. 12.5' H W 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, �+ S N PROJECT N 0 RTH FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY), MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. TOF: EL. 11.02' E 3).FOUNDATION SLAB TO BE 2"THICK MINIMUM. V a 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE e BLOCKING AT 8'-0"O.C.AND MIDSPAN. ,w �•p INSIDE AREA: 1529.1 SQ. FT. CAPACITY: 200 SF/VENT INSTALL: (8) FLOOD VENTS a FLOOD VENT FIN GRADE: EL. 7.0' ' • ` P �'� . o SEP 3 0 2016 ;:y ° 'r � `' ~1 M' ' I' �.� DRAWN: MH/MS I a SLAB: EL. 6.0' r SCALE: SEE PLAN b a,w BUILDING D '>I�f. ., "�� JOB#: AVG. EX. GRADE: Ott z .a "" ' TOWN.QF SUUTHULD Se tember 29 2016 EL. 5.0' �1I �,P I I I ;% ,)33`� •�';, P �t+ � SHEET NUMBER: CULTEC MODEL: RECHARGER 280HD SMARTVENT MODEL: 1540-510 1� REVISIONS: RU5TEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 57'-0" 8'-4" 37'-0" 7'-0" 1'-0" 3'-8" 12'—1 3/4" 18'—10 1/4" 6 —0 " �y9i NOTE: _ 1 DEEPER BEAM CAN BE LOCATED 2 M ABOVE FLOOR ABOVE(WALL O O FLOOR PLATE) IF RAISING OPNG. I UTILITY RM. o 0 0 HT. (ADD(3)2X10 OVER WINDOW e r X m I\ co IN ADDITION TO REQ.HEADER) e N 5-1/2X5-1/2X1/4 5-1/2X5-1/2X1/4 v I lox5x TUBE STEEL TUBE STEEL 5.25"x7"1.8e U STEEL (C TO 17 CXW145L-P4045-CXW145R PARALLAM COLUMN C A ON) IAi Mil 1 ' 1 C15X50 STEEL HEADER(3.72"wX15"d) 1 (3)!=.- I I 1 O 1 J I O O `♦ I 1 I 1 1 O -Cc' , Z LW J I Q N t\ Q :E 2XIO ACO I " C4 1 i d. o < ^ I d 1 = i � 3 O Lu TRANSOMS WILL NOT .10 01 w I N W(PRK WITH OVERALL rn . p OO OO OO (( )1 g ,----- H IGHT VS.WALL HT. ' 8'D OR,NO TRANSOM. 3 U, 01 A Vo F01 OCASa Qt � II LLJ I 1 1 KITCHEN v H co 10 O Lu I I T/1 ' 1.4 1 W w I 1 1 N I 1 1 t,J v Lu N DININIG AREA 3 I O 00 X B I I I 1 \ - ^ I 1 I X - 0 ' ' I '� [F M 1 1 0 Z M y 1 1 tu IW_.. 1 N Lu i 1 < I 1 1 y D M WORK WITH OI V PAALL', w N O HEIGHT VS,WAL HT. I^ 8'DOOR,N9 TRA SOM 1 , O (2)1,�ML FL_�EAM $ V i co oo J ----------- I AKFAST AR 1 I I I \ 1 I I ----- i 3 W 5.25"x 1.8e 4X4X1/4 T BE - --- 4X4X1/4 TUBE a, 3 ; i 1 PAR STEEL COLU N STEEL COLUMN l;czt:� = ---------- I 'v COLO (2 /4X14 ML w/1/2"STEEL PLATE FLUSH BEAM ' - Q \ ' I 1 111 m. . . . . . . . . . . . . . . . . . . . �• 1 ' 0 1 I 1 cD � ^' y X10 ACQ 5.25"x7"1.8e ----------- , „ , u7 In PARALLA I' ----------- I m 4 —0 10 —1 Q O 0 ; z - I 1 LJ.. I O U m I, I I 2'-wn 1 L ff 11 1 I- 1 co s IwI.... ING RO M W N DQURL 2X10 ACO D) f;"nc J un I 3 co XII ` ` 1� \ x d, Ile u ; °To X BATH No. 1 � o v, x z M y I� ABOVE I M LNDRY. RM. M `D I 1 �Q ; N I 6,_7„ 6,-7„ M ; a, x Ln I PREFAB FIREPLACE I' 3.5"X7"1.Se RARALLAM COLUMN 1 I y I I 03 1 FLUSH HEARTH I I 48"FP OPNG. 11 (2)1-3_/4X_14 ML FLUSH BEAM (3)2X10 DF#2 HDR. (3)2X10 DF#2 HDR. - --------------- I 6'-0" I 1 I CXW145 CXW145 1 1 I I I I I I 1 I O ' EMITRY � ' I I 1 0 II N ! - I "DF#2 1 m s 0 Mcf)di O ON 1/0-31/0-1/0x6/8 S� O X O I O fi (u In z Lo 00 0 DECK `� n F 0 In U r' 0010 00 C14 v W W ----------------- O U V 5'-11" 5-11" 2'-7" 9'-1" 181-69$ 111 10 14P-8t' ol 8'-4" 45'-0" 7'-0" 60'-4" A 70, 1).PLATE HEIGHT AT 9'-0". 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE a w„ APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1STFLOOR PLAN 2)• EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. NAME AREA Xr DRAWN: MH/MS ■ 3).REVIEW PLANS FOR STEEL AND PARALLAM COLUMNS. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT Rig " A r..,_ „,+,:• _ SCALE: SEE PLAN r^ 11 1 AND 2X4 WALLS AT R13. JOB#: PROPOSED 1ST.FLOOR 1601.0 sq ft. SCALE. 1/L' = 1 ) _ t^^ �R�`•`" ,` 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. PROPOSED 2ND.FLOOR 1530.0 sq ft. 8).INSULATE CEILINGS WITH R30 INSULATION. ;., t.r-. 6^ I; �+ September 07,2016 W 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS ' «-' ;`.: SHEET NUMBER: PROPOSED DECKS 786.7 sq.ft. OTHERW «- ` 3917.7 sq.ft. S N P ROJ ECT NORTH ON EA HI SIDE OF O ENINNOTED.ALLOGE PROVIDE 3NINGSE ACK STUDS ON EACH SIDE FOR 3 FT.TO HAVE 2 JACK STUDS9) BATHROOM TO BEALL WALLS ANDILINGS MOIST RE-RESISSTATO BEINTDSHEIE ROCK.HEETROCK. A-4 MICROLAM HEADERS. UTILITY ROOM TO BE 5/8"TYPE-X FIRE RATED SHEETROCK. n.. E 10).INSTALL SMOKE AND Co DETECTORS PER CODE. REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 20" 16" 1/2" 1-1— /2" CUSTOM HANGER "All ll 1/2" 10" A> 6'-0" 45-0" 4'-0" W Ir INSTALL SIMPSONr ,+ r rr , ,+ INSTALL SIMPSON HDU4-SDS2.5 HOLDOWN 4 —0 8 -6 90-61) 10,-6" 8 -6 4P—O$' HDU4-SDS2.5 HOLDO N ABOVE AND BELOW FLOORS 0ABOVE AND BELOW FL DORS w/THREADED ROD,ANCHORED lOx5xl/4 TUBE STEEL 10x5xt/4 TUBE STEEL w/THREADED ROD,AN CHORED O . TO STUDS AT EACH SIDE OF (CONTINUE TO CW245 (CONTINUE CORNER(TYPICAL)TO STUDS AT EACH SI OF a CORNER(TYPICAL) CXW145 FOUNDATION) CXW145 TEMPERED CXW145 FOUNDATION)N) CXW145 (3) X 1 (N8F#2 I (3)28 1 (3 #2 NO a D i HDR p� QueeN �R H / !, i \ H �0� \ [T 0 O 14" I ♦�� 1 (fl I c Lu Cr 2 N CC 0% o _ O 1/2"4 BATH No. 2 i 0 T/2" x 0 9`T \� N 3 1/2" O ♦ '—51/2" 9'-111/2>, >— " ♦ v /� 1 V E 7 , (] \ �1 0 (0 BEDROOM X � No. 1 \j^ �4'' To oM 1-3/4X t�L w/(2)3/4" EEL PLATES FLUSH BEAM[ :W14X68] cu oM CUSTOM 2X8 DF#;_crjl6"OCO HA ER 1 1 HA GER HANGER BEDROOM o. 2 X 1 B�, x 1 A" M N ti Q I W `J 0 I rot 1� 6a I t=n v=i � 1 T B '-10"� ¢ LL LL 10'-101/2„ ,-51 B to co 1 1 W.1. 1 7/2 �' 2)2X8 DF#2 Ip �cfll/2 m' = 1 1 m r - - t -100 I - -- --------� I MASTER _ 5,1 I 1 N I I C4 I I•-• U_1 I I O o N W 00 BATH z I W ; o o °' �II m o ce I z ( W.I.C. ; I W.I.C. N M Oa' U Z W V I.W.. 1 1 1 11 t1' J In I - J 1 1 1 1� N W I 1 vl J 1 I 1 1 n r-I I 1 I I M I - -- i DECK M ,:.--- ' ; DECK ��rr 1111 �, �_ O 2'-6" 2'0" 2'6" --- --- 2' 3( 2'0" Q ^.i.� J 6'-10" 2' 101/2" �' 0" 3'-7" ------ '-5 �1 5'-2'+ 5, 2„ 5. x W r NX COO ml CUSTOM --------- Lmi HANGER °' MASTER BEDROOM HA AGER 1 _ A BEDROOM No. 3 1/2" a ,v'1 CUSTOM ' 73)1-14 w/(2)3/4" TITS FLUSH A [ALT.:W14X68] cusroM ♦J�Z L . . . . . . — .A s Lu "N ♦/ HANGER HANGER w 20^ V O �`♦ I . ♦ I a `� ` Q tb° � W_ a m �`•� 10 %, I `` LL` ♦may l0 LL L-111O ��/ 91 + „ OPEN r n 4" 1/2" I \°. 20'- 7'-0" To 116'-2 I� 10 `1 BELOW o \ m o PREFAB I ® I FIREPLACE ♦Jo .hn � X LIM) N CUSTOM HANGER / (3) HDR F#2 Wl X45 STEEL BE. HDR 10.1'd) (3)2HDR F#2 (3)H RC� 1 QueeN (� F 2 ` p p I � u X O : lip►1 INSTALL SIMPSON CXW145 / CXW14510 CXW145 CXW145 Dv x5x1/4 TUBE STEEL INSTALL SIMPSON Tf V HDU4-SDS2.5 HOLDOWN (CONTINUE TO HDU4-SDS2.5 HOLDO N cC 4! Lf) ABOVE AND BELOW FLOORS 10,x5x1/4 TUB STEEL FOUNDATION) ABOVE AND BELOW FL ORS O ((CONTINU TO 9:, �+ \ W/THREADED ROD,ANCHOREO w/THREADED EACH SI E OF �M U TO STUDS AT EACH SIDE OF IFOUNDAT N) TO STUDS AT EACH SI OF A+ O4 � •R•' ) 4"1/2" lo" CORNER(TYPICAL) CORNER(TYPICAL) 'or,4'-0" 11'-1" 16'-10 ' 9'-1" 4'-0" 19 w In U .M.c in Ac 6'-0" 45'-0" A 4'-0" v N 0w a 1).PLATE HEIGHT AT 8'-0". 6).REVIEW PLANS FOR TEMPERED GLASS. 2ND. F PLAN 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. i i 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. SCALE. 1,/��L1 = 11 8).INSULATE CEILINGS WITH R30 INSULATION. W 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS u H 1/2" OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. W ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR u 6 3/4" 7 3/4" S N PROJECT NORTH MICROLAM HEADERS. 10).INSTALL SMOKE AND Co DETECTORS PER CODE. 1/21 1 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING E HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N U _ d _ DRAWN: MH/MS SCALE: SEE PLAN JOB#: 1 September 07,2016 SHEET NUMBER: 1 f REVISIONS: TRUSTEES SET 06/05/2009 DEC SET 02/22/2010 ZONING REV. 10/22/2010 DEC REV. 01/07/2011 DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 STORM WATER MANAGEMENT DETAILS N .T.S. 12 8 F�7 GUTTERS DOWNSPOUTS DRAIN PIPE '�, -------------------- R"�.9 4��RAUTUS GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPEA (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ. FT. GPM DIAMETER 1/8"SLOPE GPM 1/4"SLOPE GPM 3 340 480 2 1088 46 3 1644 68 2320 96 ' 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 Z I ` W 5 1250 1760 3 3220 134 5 6680 278 9440 392 � �Q � W W �Q _ 41'-8" � 41'-8" I , � 41'-8" 6 1920 2720 4 6920 288 6 10700 444 15100 628 RfP __ RAD1lJS __ __ RADIUS ���Ie �tAD1U5 _ —A' - --- ---�F�k ---------------A� yp��----------------------------- ------- y --------iI ------- ------------------ -----A------------------ --- --- ------- � ------------------GrfT — —---- - i— i O z wT x ' � W ' � 1 _ _ �Q , J LAM PR KDR"OC LL EYEBROW I 1 N (3)2X10 DF#2 RADIUS i ' ' I ' , RADIUS i , I IDGE 0-4 P-�I ' �• 12 O 2X10 PERIMETER OVER 2X6 WALL TO BEAM BELOW " 2X10 PERIMETER OVER 2X6 WALL TO BEAM BELOW 3X3X1/8 TUBE 4X4XI ELI 3X3X1/8 ' TUBE STEEL TUBE STEEL I ' (3)2X10 DF#2 COLUMN COLUMN COLUMN I I OGEE GUTTER - STANDARD 5" ° W W ' B . p] pgg� , I NOTES: .; I I a " 1). EXECUTION: ~ 1/4 W I ~ A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ;, ,,, _j o ' �Q X 2), PREPARATION: Oa i ' o x o x A), CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. u, ' ; I X N I B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 'M W v' H W ' > V O x ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. , 0 "' a 12 p I Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR i I .. � v u 1/4 end � IJ z METALS WITH PROTECTIVE BACKING PAINT. 2XIO 12 W [� 3, INSTALLATION: q, I a I a I A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. -J- - - - - - - - - ' O z 1). GUTTER TO BE PITCHED TOWARDS LEADER 1q,TO 2" FOR EVERY 40' OF RUN. - —; (3)2X10 DF#2 N I N 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I ' 3X3X1/8 . 3X3X1/8 i 4X4X1/8 TUBE STEEL V1 a). COPPER LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND , I TUBE STEEL i M � ! ___ -F! , I TUBE STEEL COLUMNWr� ACCESSORIES. ,,� aA, COLUMN COLUMN tiQ ___ w 46 RADIUS z B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT F 2X10 PERIMETER OVER 2X6 WALL TO BEAM BELOW 2X10 PERIMETER OVER 2X6 WALL TO BEAM BELOW CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL ��y I cl CONNECTION WATERTIGHT. ct ' 'b 4�,"� 4). PROTECTION: RADIUS i 12 ' (3)2X10 DF#2 �N IDGE A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 111 LL�- —7 B).TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �g \Q o • ♦ I o �� , COMPLETION. x I Off/ N LAM RR 08 OC I N ------------ cl r-4 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A ; I ; is SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL - ---- ---- -----_---_-- ---- --- --_-_-_-_--_ ----_--_-- ------------------------ ---------- --- --- -------------------- --- --- - i x �n v FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE �.��� ! , ________________ _- !�__ ----------------- FLOODING ___-_________-__ -_ _ -- -- ------ - SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. I {�� i i��� +9!' i i i i `-' x o DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION '� ____ _ ' � � I ' 1 � � I R. It @ m WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY,A DRY WELL _41'8"_ ___ __ _41sg'_ ___ 2X12 PLATE k -- 41 8„- -- �Y / --- -- ,� w SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE, OR OTHER RADIUS RADIUS 2X12 `� � ; RADIUS - yA RADIUS o v LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH i I Z\Q PLATEi i V `i' AND Q• WATER TABLE OR BEDROCK ANBE AS LEVEL AS POSSIBLE TO UNIFORMLY , ; Rf ' , . � .' ^ � °a DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. U i i ��\� �CF \Q �� �� i i cn !� �1j m U) �?�� --- -11� - -----------�s> CONSTRUCTION: ti � FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY Z' 12 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. t1� � � PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 1�\ 8� ly/A 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48”O.C.. CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS ROOF PLAN 45'RADIUS 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH i/2"DIA.GALVINIZED FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, LAG SCREWS WITH WASHERS AT EACH RAFTER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION SCALE. 1/4" = 1' "THICK FIR CDX SHEATHING OVER ROOF FRAME. AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 3).APPLY 1/2 w W LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD H BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. W 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND < TO HELP PREVENT SUBGRADE SOUL CONTAMINATION AND CLOGGING BY SEDIMENT, DIRECTLY TO THE DECK ALONG EAVES. V DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION S N PROJECT NORTH 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 0 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY A 1 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS E DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT WITH ROOF AND SIDE WALLS(TYPICAL). N AND MATERIAL STORAGE DURIN(G OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 7).M NOT INSTALL CLEAN TON WET/DAMP PLYWOOD!!!SHEATHING UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF MUST DRY AND CLEAN PRIOR TO INSTALLING ELEMENTSUNDERLAAT EN. al 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. UNDERLAYMENT.COIS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE ROOF AREA: WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY \ 2200 SQUARE FEET COMPLETE. AFTER CONSTRUCTION WITHIN'THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND0 n 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. DRAINAGE AREA STABILIZED. USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT x IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS AT 100% WATER RUNT OFF AT 2 RAIN PER HOUR: LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRY WELLS TO BE 10 MIN. 368 CUBIC FEET USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE CUTTING INTO SHINGLE SURFACE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT REQUIRED DRYWELLS;: BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. ! Oo (5) 8' dia., 2' DEEP DRYWELL (OR EQUAL CAPACITY) ® STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE O o [422 CUBIC FEET] COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. O PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF MH MS DRAWN: - RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND «��� �'; ;"a r' tt SCALE; SEE PLAN ORGANIC MATTER AND, DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4 ' THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS (EQUIPPED WITH • ?^` ' °f JOB#: CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A ; September 07,2016 SEDIMENT AND OTHER PARTICULATES PRACTICAL TO MINIMIZE THE AMOUNT OF S O E THAT CAN ENTER THE DRY WELL. �`{)` . SHEET NUMBER: I" REVISIONS: TRUSTEES SET 06/05/2009 DECORATIVE RAILING DEC SET 02/22/2010 4" ZONING REV. 10/22/2010 DEC REV. 01/07/2011 f I DEC/TRUSTEES 04/05/2012 DEC/TRUSTEES 05/17/2012 • 0•/ O• / •O �,4" O • / • / O• �4" TOP OF ROOF: EL.39.8' lI I 2_ _ _1 _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RR 1@ 6 OC 11 I (3)1-3/4X14 ML RIDGE �] \ 1�O [ALT.:W10X17] #10 STAINLESS STEEL I ' I ' I ti 4X4X1/8 4X4X1/8 �q I ti I OR GALVANIZED • I I 46'RAD. 1G0� STEEL POST STEEL POST Bonn WOOD SCREWS W/ 1 1 ' l.� WASHERS @ 12"D.C. ' 1 ' 1 �+ W14X68 STEEL BEAM W21X101 STEEL BEAM W14X68 STEEL BEAM [ALT.: (3)16 ML [ALT.: (4)20 ML w/(3)V STEEL [ALT.:(3)16 ML 12"o.C. w/(2)3/4"STEEL] w/(2)3/4"STEEL] 12" - I li - I ! • I - I ` - I • O ` ' ` I I • - _ _ - 2X8 DF#2 C1 @16"OC X8 DF#2 C1 @16"OC X8 DF#2 CJ @16"OC 2'-0"OH 1/2"APA RATED SHEATHINGGRADE PLYWOOD I 1 1 1 (ALLTERNATNNE:7/16"O.S.B.) l I / I I ( • I ( ` I ( • I I / 1/2"APA RATED SHEATHING E3 ®® • I I O I ' I I GRADE PLYWOOD II 1 I (ALTERNATNNE:7/16"O.S.B. 12 I I 1 1 1 I I 00 11 #10 STAINLESS STEEL I l2�j0 OR GALVANIZED WOOD SCREWS W/ '� ! O/ 2� 45'RAD. WASHERS @ 12"O.C. ` / W z WINDOW SILL - - - - 3/4"SUBFLOO ----------------(2)1-3/4X14'_ML 6. _ 0 I TYPICAL WINDOW OPENING I I i l I i (LESS THAN 4'-0X8'-0"OPENING) U W 14"TJ1560 WOOD-I C) U _ _ • FJ @16"DC (2)1-3/4X14"ML O a TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING) 1 W ®® ®® Q C) I Fq W Q (D 24"OC � � O • / ® / • • / • 4„ O a _0 I I I I I I FF:EL.12.5'- _ _ - 3/4"SUB FLOOR (~ 2X8 ACQ DJ @16"OC 14"TJ1560 FJ @16"OC 14"TJ1560 FJ @16")C I1 W • ' ® r) •• ' • • TOF:EL.11.02- _ — _ - 2X8 ACQ D1 @16" IC CA I I I I I I I ( 2 PLATEQ : (3)1-3/4X14 ML ° TERMITE SHIELD PLATE (3)1-3/4X7-1/4 ML I a � J D D SILL SEAL =, 8"X16"CONC. ® l ( s ( •® I I ( • I' I • ., 8"PC WAL , M PIER I I I I I IQ I FIN GRADE: EL.7.0' °: °: ° a ° ° 12"OC On, I1 �� TOS:EL.6.0' 2"CONC.SLAB TOS: EL.6.0' `.1 `.s AVG.EX.GRADE: EL.5.0' c �e D, D • I • •• • I • - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - -�- - - - - - a- - - - - - - - - - ' - - - - - AVG. EX.GRADE: EL.5.0 I1 ( I 3/4"APA PLYWOOD BOF:EL.4.3' 16"X8"CONC.FTG. .y:p➢ p•o.� ; , ----------------- - _ - _ SHEATHING (2)#2 REBAR 32"X24"X12"CONC. FTG. Q O II � ,.� , HSECTION A-A � u SCALE: 1/4" = 1'-0" O w 1 • 1 .. I i � Hyo 2X4 DF#2 STUDS � w I I I I I I I I #SO STAINLESS STEEL m 1 I I I OR GALVANIZED ' f ' 14 WASHERS�2"D.C.WOOD SCREWS u 12 MULTIPLE PLYWOOD ASSEMBLIES 2X10 DF#2 RR @16'OC 2X10 DF#2 RR @16'OC 2-2X4 DF#2 STUDS CONNECTED ... it TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS (3)1-3/4X14 AND NUTS @ 2'-0"O.C. ML RIDGE TYPICAL MULTIPLE OPENINGS o� [ALT.:W10Xi71 a��o (MORE THAN 4'-0X8'-0"OPENING) �Q ~b TUBE STEEL 2X4 SUPPORTS TUBE STEEL 42'RAD. Opti COLUMN @16-OC 4X4X1/8 COLUMN �1� TUBE STEEL 6�r 46'RAD. W21X101 STEEL BEAM COLUMN W21X101 STEEL BEAM o m [ALT.: (4)20 ML W14X68 STEEL BEAM [ALT.:(4)20 ML rn T WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL w/(3,,"STEEL] [ALT: (3)16 MLw/(2)3/4"STEEL] w,(3,,"STEEL] Q X 0 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) cc v - - - - X8 DF#2 CJ @116"OC 2X8 DF#2 C1 16"OC ,WO, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 2X8 DF#2 CJ @16"OC AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO m m COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ® ® ® ®® ®® Ln U 7 _; ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. l HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a, 0 I ro WO ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT INA 3/4"SUBFLOORW1 14"TJ1560 WOOD-I 14"TJ1560 WOOD-1 14"TJI560 WOOD-I 3 3 3 - _ _ - 2X8 ACQ DJ @ 12"OC FJ @12"OC FJ @16-OC FJ @16-OC 2X8 ACQ D1 @ 16"CIC (� (3)1-3/4X14 ML w/ (2)1-3/4X14 ML w/ 0 PROVIDE SOLID BLOCKING (2)1/2"STEEL PLATES 1/2"STEEL PLATE PROVIDE SOLID BLOCKING Qn Qn BETWEEN JOISTS(TYP.) BETWEEN JOISTS(TYP.) Q1 1 1/4 11/4,, 1 1/4 11/24) 611/4 1 1/2 611/4 1 1/4 a LAv. b N LAv. W.G. w.c. SHO ER SHO ER SHO ER SHO ER =o OR ATH OR ATH OR ATH OR ATH I m 2 ••• •• V C.O.I 2 1 114 3 011/4 3 2 I C.O. � W 3 3 FF:EL.12.5' - _ _ - 2X8 ACQ 3/4"SUBFLOOR 11/4 1 114 1 1/2 11/4 11/4 PLATE-_ 2X8 ACQ DJ @16"OC 2X8 ACQ DJ @16"OC SINK a LAV, �--_ ° TOF: EL.11.02' 14"TJ 1560 WOOD-1 FJ @16"OC � TOP OF WALL � . 2X8 ACQ A D.W. W.M. My SHO ER �F A.I. '-- `.• EL.9.8' `. (2)2X6 ACQ SILL P TE ; PLATE , EL.9.5'� s OR ATH TERMITE SHIELD 2 I I I I I I IM I III D. Po SILL SEAL �•- D. C.O. Lo I 3 1 1/4 I �: •• i'_ saritrr'„-. 1 1/2 2 . •v G.O. C.O. �. �• a 3 FIN GRADE:EL.7.0' o� ,a; a", Ir,�. "'z ° ° I E ° r 5 '4 DRAWN: MH/MS 3 SEPTIC I I I I I `.• ' S RETAININ TOS:EL.6.0' 2"CONC.SLAB t, ^M a G .• 8"CONC.WALL �� '! � e� AT DECK PERMITER .}..`` �s' SCALE: SEE PLAN SLOPE” 1/4"PER FOOT PITCH TO DRAIN - IIII WAL �, P,e �, �. (TYPICAL).SEE R,, ' ,�"�+ JOB#: AVG.EX.GRADE: EL.5.0' - _ — _ , COMMENTS AT SEPTIC ''� ' 4"C.I. TO APROVED ! > , ° 9' w SHEET NUMBER: HOUSE SEPTIC SYSTEM ice- v J.• d p p -' _ e -i September 07,2016 -fl�� } n o.' : , LOCATION TRAP (MIN. 3'BELOW GRADE) - - — - - r ci�A� FOOTING AT SE SEA: 8"THICK WITH MEMBRANE SECTION B-B ,6"XB" '-O x PLUMBINGSCHEMATIC T-0"WIDE X 0'-8"THICK WATERPROOFING ON SEPTIC CONC.FTG. REINFORCED w/#3 REBAR SIDE PER SCHDS REINFORCED SCALE: 1 4" 1'-0" (TYPICAL) �', � �iL�� 9 �� N.T.S. @18"OC PARRALEL w/WALL w/#4 REBAR @24"OC ew .7 - #3 REBAR @12"OC / ~�'-� 0,� N� PERPENDICULAR WITH WALL