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HomeMy WebLinkAbout41645-Z UFf Town of Southold 7/8/2020 P.O.Box 1179 a `o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41237 Date: 7/8/2020 THIS CERTIFIES that the building DECK Location of Property: 497 Ripple Water Ln, Southold SCTM#: 473889 Sec/Block/Lot: 76.4-15.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2017 pursuant to which Building Permit No. 41645 dated 5/18/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to an existing one family dwelling as applied for. The certificate is issued to Musco,Robert&Lopez,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut 0 ' ignature Town of Southold 7/8/2020 d Gam'' 3 P.O.Box 1179 0 o ® S 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41238 Date: 7/8/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 497 Ripple Water Ln, Southold SCTM#: 473889 Sec/Block/Lot: 76.-1-15.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2017 pursuant to which Building Permit No. 41645 dated 5/18/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: in-ground swimming pool fenced to code as applied for. The certificate is issued to Musco,Robert&Lopez,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41645 8/24/2017 PLUMBERS CERTIFICATION DATED AjAhdrizeSature 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, 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. May 5th 2017 New Construction: V Old or Pre-existing Building: (check one) Location of Property: 497 Ripple Water Lane Southold House No. Street Hamlet Owner or Owners of Property: Robert Musco Suffolk County Tax Map No 1000, Section 76 Block 1 Lot 15.3 Subdivision Filed Map. Lot: Permit No. -!( � 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ '50 Applicant Signature Board of Trustees Application AUTHORIZATION ION (Where the applicant is not the owner) I/We, Robert Musco owners of the property identified as SCTM# 1000- 76-01-15.3 in the town of Southold ,New York, hereby authorizes Joan Chambers to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS A&f DAY OF �IL�,20 Notary Public JOHN L. HUNT Notary Public, State of New York No. 02HUS076909 Qualified in Kings County Commission Expires July 1,20 ®��OF SO(/p�,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road us Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 0 • �o roger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: MUSCO Address: 497 Ripple Water Lane city:Southold st: New York zip: 11971 Building Permit#: 41645 Section: 76 Block: 1 Lot 15.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bethel Electric License No: 40557-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 1- GFCI Circuit Breaker Heat Pump, Pool Lights. Notes: Inspector Signature: Date: August 24, 2017 J 0-Cert Electrical Compliance Form.xls SO(lTyolo 00UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ZLECTRICAL (FINAL) REMARKS: f�'A c z VA i 4� ' DATE f301,M ANSPECTOR SOUTyolo r 000M'I,N t I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE J6 I INSPECTOR o,. �In Vf OF so # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 11 4_ REMARKS: 9 (; C Aiga w V-&G. V DATE Lg INSPECTOR - C I t w • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING IWPARTMENT 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 /I Survey Southold_Town.NorthForkxet PERMIT NCheck Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form �j Contact: Approved 20LI Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration--Ul 11 20 V L Pk J D ������ BuVegrpdpector D/ M AY - 9 2017 APPLICATION FOR BUHLDING PERMIT Date May 5th , 20 17 BUILDING 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 within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Robert Musco (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: 497 Ripple Water Lane Southold House Number Street Hamlet County Tax Map No.-1000 Section 76 Block 1 Lot 15.3 Subdivision Filed Map No. Lot l • ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Same with 1327.4sq ft deck around proposed swimming pool.A 36 sq.ft stoop and stairs on the west side of the house,81.8sq ft stoop and stairs fromm house to the pool and deck,and 23.4 stoop and stairs on the b. Intended use and occupancy,east side of the house 3. Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 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 42' Rear 42' Depth 46.4' Height 21' Number of Stories 2 Dimensions of same structure with alterations or additions: Front same 42' Rear 50' Depth 86.4' Height Same 21' Number of Stories 2 8. Dimensions of entire-new construction: Front 50' Rear 50' Depth 40' Height Varies 8"to 52° Number of Stories 1 9. Size of lot: Front 90.00' Rear 122.79' Depth 415.47' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NQ,,,/ 497 Ripple Water Lane 14. Names of Owner of premises Robert Musco Address Southold NY 11971 Phohe•No. -"-(631)504-8842 Name of Architect Address Phone�No Name of Contractor Address Phon6 No. k' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ND.,,.✓ * 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 V * 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) S: COUNTY OF5U Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,81ate of New York (S)He is the Agent No.01BU6185050 OUMM in (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,20 Q 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. Sworn to before me this �} day o� 20_a Notary Public Signature of Applicant John M.Bredemeyer III,President ��®F SOUry® Town Hall Annex . Michael J.Domino,Vice-President �® 54375 Route 25 _WL JOL P.O.Box 1179 Glenn Goldsmith Am Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Charles J.Sanders '® ® �® Fax(631) 765-6641 ��COUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 21, 2016 Robert Musco 497 Ripple Water Lane Southold, NY 11971 RE: 497 RIPPLE WATER LANE, SOUTHOLD SCTM#: 1000-76-1-15.3 ,Dear,Mr-Musco: The following action was taken by the Southold Town Board of Trustees`at�their Regular Meeting held on Wednesday. September 21, 2016: RESOLVED"that the Southold Town Board of Trustees APPROVE theAdministrative Amendment to Wetland Permit#8501 to construct a wood deck in lieu of the masonry patio; with the condition that a low profile fence be installed beneath the deck at the 50' wetland boundary; that there be,no-new reavegetation-or alteration of the vegetation waterward of the treeline in the understoryzof the;vegetatiori which is naturally sprouting; that the restoration planting is to consist W2 3 inch caliper oak trees (minimum of three) that are to be planted in the area between the fence and existing line of trees seaward; and as depicted on the survey prepared by Nathan Taft Corwin, last dated March 30, 2017, and stamped approved on May 2, 2017. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, John M. Bredemeyer III President, Board of Trustees i t i r • I I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8501 DATE: SEPTEMBER 17,2014 ISSUED TO: ROBERT J. MUSCO I PROPERTY ADDRESS: 497 RIPPLE WATER LANE,SOUTHOLD ;r� 1 SCTM9 76-1-15.3 L j AUTHORIZATION j Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 17,2014, and in consideration of application fee in the sum of$250.00 paid by Robert J.Musco and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i ! Wetland Permit to remove the existing wood decks and steps; construct an irregularly shaped (+/-261x16') in-ground swimming pool with a+/-500sq.ft, pool patio and associated pool fencing; construct a short retaining wall along northerly line of ! patio; install a drywell for pool backwash and pool equipment area; with the condition the fence is not to be located in the 50' wide non-disturbance buffer area; and disturbe areas be re-vegetated with plantings 3'-4' on center and (3)oak trees 2 '/z"-3" caliper; i and as depicted on the survey prepared by Nathan Taft Corwin III,last dated j September 25,2014 and stamped approved on October 3,2014; and as also depicted on the project plan prepared by Michael Kimack, received on September 17,2014 and stamp approved on October 3,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. j I �g{IFFOL� t co - ti i - E Michael J.Domino,President SO(/TTown Hall Annex John M.Bredemeyer III,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A Nicholas Krupski G Telephone(631) 765-1592 Greg Williams % �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1649C Date: October 10,2019 THIS CERTIFIES that the removal of the existing wood decks and steps;construct an irregularl+shaped(+/-26'x16' in-mound swimming pool with a wood deck and associated pool fencing- install a drywell for pool backwash and pool equipment area,• disturbed areas to be re-vegetated with plantings 3'-4' on center;with the condition that a low profile fence be installed beneath the deck at the 50'wetland boundary that there be no new re-vegetation or alteration of the vegetation waterward of the treeline in the understoU of the vegetation which is naturallyskrouting,that the restoration planting is to consist of 21/z to 3 inch caliper oak trees(minimum of three)that are to be planted in the area between the fence and existing line of trees seaward, ` At 497 Ripple Water Lane,Southold Suffolk County Tax Map#1000-76-1-15.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 27,2014.pursuant to which Trustees Wetland Permit 48501 Dated September 17,2014,was issued and Amended on September 21,2016 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 removal of the existing wood decks and I "e s,construct an irregularly shaped(+/-26'x16')in-ground swimming pool with a wood deck and associated pool fencing,• install a ftwell for pool backwash and pool equipment area;disturbed areas to be re vegetated with plantings 3'-4' on center,•with the condition that a low profile fence be installed beneath the deck at the 50'wetland boundary that there be no new re-vegetation or alteration of the vegetation waterward of the treeline in the understory of the vegetation which is naturally sprouting:that the restoration planting,is to consist of 2'/Z to 3 inch caliper oak trees(minimum of three)that are to be planted in the area between the fence and existing line of trees seaward. The certificate is issued to Robert J.M®usco owner of the aforesaid property. Authorized Signature UFFQ Scott A. Russell d°g /' STt�1i M 'AST ER SUPERVISOR SOUTHOLD TOWN 21AI3._I:O.Box 3179 ZZ MANAGEMENTV6, 53[145b1aiaRwd-SOUfHOLD,NEWYORK 11971 ' Q1 Town of Southold CRAFTER 236 - STIDRMWATER MANAGEMENT WORD SHEET MAY 0.9 2017 (TO BE COMPLETED BY TI IC APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING _ '!! Yes No (CHECK ALL THAT APPLY) '. ❑ A. Clearing, grubbing, grading or stripping of land which affects more I than 5,000 square feet of ground surface. ❑M B. Excavation or filling involving more than 200 cubic yards of material f within any parcel or any contiguous area. {� C. Site preparation on slopes which exceed 10 feet vertical rise to ! 100 feet of horizontal distance. i D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ; 1❑ E. Site preparation within the one-hundred-year f loodplain as depicted ;I t? on FIRM Map of any watercourse. F. installation of new or resurfaced impervious surfaces of 1,000 square 1 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 P pe surfaces. U you answered NO to all of the questions above,STOP! Camplcte the Applicant sudor betowt with yw Nnme, Slgnahtre,Contact Ildttrmation,Date&Cbttaty Tax Map Namberf Chapter 236 does nal apply to Yr pWecL It you answered YES to one or more of the above,please submit.TWO copies of a Stormwwor-MaMemeut Control Phn and'a corn CUd Chock List Totm to the Bulldina Depart=t ai M""13uift Paw&AwRotion. 4 i C NT tProvn+y" Dk51gn Pros Agent.Conttad"Or,omniS.C.T.M. 1000 Dam owns, wNAW �cy1t+�„ �. ��n t L �� Wil. SWUM BbDck Lot Ilj �3 _ ' FOR BUILDING DEPARTMENT USE ONLY— mI I t� Comm Into atron / 7Z? tom, Reviewed By: (1,ZFn Pro ;1 Date: _5_q_—o ► 11 _ party Address/Location of Construction Worts: _ _ _ _ _ _ _ _ _ _ I ;is� Approved for processing Building Permit. 1 '� ❑ Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — � ® � ormwater Management Control Plan Is Required. i Forward to Englneeruig Department for Review) 11' FORM ' SMCP-TOS MAY 2019 APc1 tcArrr' S.CT.M.": 1000 ,-Ok CRAMER 236 A r ce,t�tic mac.csa .oa.:t NAME2 _ �s 3 Stormwater Management Control Plan CHECK LIST e, f4 !', ,�,;i" L. 76 Semon B►oct Lor S M C P -Plan Requirements Provide Date cpPY of the Building Permit Appltcaiion Th Z/ * e applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklists L A Site Plan drawn to scale Not Less that 6Y to the inch MUST If You answered No or NA to any'Item, Please Provide Justification Herd show all of the following items YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Descri tion of Property Boundaries b. Total Site Acreage. c. Existing- Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§23s-i7(cm d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. IONS ARE e. Limits of Clearin &Area of Pro sed Land Disturbance. on act IRE 5 hP f. Existing&Proposed Contours of the Site (Minimum2lntervaW ac i I, OR Provide at 76 g. Location of all existing&proposed structures, roads, that the drai driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& EROSION a proposed structures. ts ID [. Location of proposed Swimming Pool and discharge ring. j Red to: Location of proposed Solt Stockpile Areas). ion ntrance, K. Location of proposed Construction Eirirance/StagingArea(s). ing, 5 a I Ration & 1. Location of ro osed concrete washout area(s). se an or inactive soils. m. Location of all proposW erosion&sediment control measures. i 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are shed to rapture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch U b 1, A rainfall/storm event. - 3. Details&Sectional Drawings for Stormwater practices are required for approval tj Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. Wst^ f ^ c. Inlet Drainage Structures (e_g.catch basins,trench drains,etc) brw G r N✓G c rK+ S �„ �a d. Leaching- (e-Structures .infiltration basins,swales,etc.) FOR ENGINEER) DEPART ENT USE ONLY l Additional Information is Required. { Reviewed& 1 Stormwater Management Control Plan is Not ( Approved By: � ` _ _ _ _ _ _ Complete. �. (' I Stormwater Management Control Plan is Complete. Date ,5 1 ®7 i ® SMCP has been approved by the Engineering Department FORM * SWCP Check List -TOS MAY 2014 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. FINISHED GRADE 4'CONC s / L LAB :o r•t � �O W /a'PIPE Q- OM0000 � 0 C] r3=1= 3'MIN. Ir4' Z 3'MiN COLLAR LEACHING SECTION COLLAR Cot J GROUNDWATER j 2 XJz cz o r�CL o 0 °� a BACK FILL MATF•RIALTO BE CLEAN SAND AND GRAVEL LEACHING POOL EROSION&SEDIMENT CONT DISTRIBUTION POOL Shall include but not be limit XP SH INLET LEACHING BASIN A well maintained Construction Entrance, APPROVAL OF 5T0 +�1;ITER MANAGEMENT Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. CONtRLAN o n co t r 236 Date• ApprDRAINAGE CALCULA STORAGE REQUIRFD 350 GAI APPROXIMATE STORAGE PROVIDED (1)-V0 rW PEEP POOL 6.7Sx$'-7UCr(x7-iS!pllomlCr)=5Zi6CAL .v& ��, Labcrew Proiact! Engineering, P.C. Drain Cats.for:Musco Residence Swim King Pools & Pati 273 Hawkins Avenue 497 Ripplewater Lane Ronkonkoma.NY 11779 Southold,NY 11971 471 Rt.25At f_ Date Rocky Point,NY 11778 Tele:{631)676-4881 Labcrew@optonfine.net 3x!/2017 `— z o��OF SaUjy4 ` Town Hall Annex Telephone(681)765-1802 54375 Main Road cn ro er.richert m'o`wn 1sou5fg512 n .us P.O.Box 1179 G og- V Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: M©t-',M vm\ Date: Cp2-7J 3mpany Name: Bz d 1 I g,c ri(d T�L 1 Ime: ICA Nr P_dQV\ ;ease No.: - NA E! !dress: �`��jy- ���co r� �VC, 4 rop N ) 174- lone No.: )BSITE INFORMATION: (*Indicates required information) 6me: Iz0P_:>5FCT WASCO ddress: , 01M- ross Street: 0,i, hone No.. - -16J-e — CD wmit No.: 4-t 62 0-09' ix-Map District: 1000 • Section: Block: Lot: RIFF DESCRIPTION OF WORK (Please Print Clearly) lease Circle AN That Apply) job ready for inspection: YES NO Rough in Final o-you need a Temp Certificate: YESNO mp Information (1f•needed) ervice Size: 1 Phase- 3Phase 100 150 200 300 350 400 Other ew Service: Re-connect Underground Number of Meters Change of Service Overhead ditional Information: PAYMENT DUE WITH APPLICATION - 0 Pr I, dj, A fAP- —7�cmk- �qu - WI U. ovuv�er �� tree sly_ 82-(bequest for Inspection Form ` � �,- . �� Town Hall Annex f jam_ Telephone(631-1802 54375 Main Road 1 Fax(631) 734.9502 P- O. Box 1179 C -:t- Southold, Southold, NY 11971-0959 .y ' "Y rC _ BUILDING DEPARTMENT NOTICE OF UTIUZATION OFTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CWSTRUCTION Date: May 5th 2017 Owner: Robert Musco Location of Property_ 497 Ripple Water Lane Southold NY 11971 SCTM:1000-76-1-15.3 Please take notice that the (check applicable line): New*residential structure Addition to existing residential slrucfo-. s Rehabilitation to an existing residential structure to be constructed.or perfomned at ttie s,ttblect prvperEy reference above wii( gtiiize " (check applicable line): Truss type construction (TT) Pre-engineered wood construction Rffl Timber construction (TC.) in the fo116%Mng locations)(check applicable line): Floor framing, including girders and beams (F) \Roof framing framing (R) ` Floor and roof framing (FR) Signature- Name,-(person ignature-Name (person submitting this form):, ` Robert-Wilson Y Capacity(check•applicable line): Owner / Owner representative 1' TrussResRegl5_docx Effective 4112015 April 28, 2017 To:Southold Building Department I, Robert Musco authorize Joan Chambers to act on my behalf to the Southold town building department for the purpose of obtaining a building permit for the property located at 497 Ripple Water Lane in the town of Southold NY. Sincerely, Robert Musco Concerning: Robert Musco 497 Ripple Water Lane, Southold SCTM#1000-76-1-15.3 April 30, 2017 Please find attached a notarized authorization from Mr. Musco allowing me to act on his behalf to obtain his Trustees permit for his property at 497 Ripple Water Lane in Southold. Also please note that I have submitted revised surveys that show the low profile fence along the non-disturbance wetland buffer and certified plans (dated April 24, 2017) of the proposed deck as requested. Thank-you, Joan Chambers pv SO(/jy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAV Q Southold,NY 11971-0959 `,1. ® �® BUILDING DEPARTMENT July 31, 2018 TOWN OF SOUTHOLD Robert Musco 497 Ripple Water Lane Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. lumbers Solder Certificate. (All,permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#769-1892) Final Planning Board Approval. (Planning#766-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT— 41645— Pool & Deck SURVEY OF LOT 4 ,E OF PROPOSED PRELIMINARY_ MAP OF BRANDER—McCAFFREY PLAN SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SAID MAP ALSO BEING A REDIVISION OF LOTS FOUND ON A MAP PREPARED FOR MICHAEL ZUKAS AND APPROVED BY THE TOWN OF SOUTHOLD TOWN PLANNING BOARD TEST HOLE DATA ON FEBRUARY 7, 1972 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2001) LIBER 8355, PAGE 181 E_ 17.6' 0. S.C. TAX No. 1000-76-01 -15.3 SCALE 1 "=40' BROWN LOAMY SAND SEPTEMBER 15, 2003 OCTOBER 23, 2003 REVISED PROPOSED HOUSE 3' JANUARY 5, 2004 ADDED PROPOSED DECK PALE BROWN FlNE SAND FEBRUARY 27, 2004 RELOCATED HOUSE 4• MAY 3, 2004 REVISED PROPOSED WATER EASEMENT SEPTEMBER 14, 2004 FOUNDATION LOCATION PALE BROWN SILTY SAND MAY 3, 2005 ADDED AS BUILT SEPTIC SYSTEM & PROP. DRYWELLS AUGUST 16, 2005 ADDED DRYWELL JUNE 6, 2006 SHOW AREA FOR 507 EXPANSION POOL JULY 10, 2006 REVISED TO SHOW WATER LINES INSTALLED 7' MARCH 1, 2007 FINAL SURVEY JUNE 12, 2014 ADD PROPOSED POOL JULY 14, 2014 REVISED PROPOSED POOL AUGUST 21, 2014 REVISED PROPOSED WETLAND BUFFER `4 SEPTEMBER 16, 2014 REVISED PROPOSED FENCE PALE BROWN FINE SEPTEMBER 25, 2014 REVISED PROPOSED FENCE e TO MEDIUM SAND AUGUST 15, 2016 REVISED PROPOSED POOL MARCH 21, 2017 STORMWATER PLAN ' MARCH 30, 2017 ADD PROP. WETLAND BUFFER FENCE AA AREA = 33,537 sq. ft. EL 4.5' 131• 0.770 OC. CERTIFIED T0: WATER IN PALE BROWN ROBERT J. MUSCO FINE TO MEDIUM SAND FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 17' EVERBANK, N.A. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING CONTOUR LINES ARE SHOWN THUS:-----10—————— THE CONTOUR LINES SHOWN ARE FROM ORIGINAL SURVEY FROM SEPTEMBER 15, 2014 BEFORE CONSTRUCTION OF THE HOUSE LOT COVERAGE DATA OVER UPLAND LOT AREA (17,640 sq. ft.) DESCRIPTION AREA X LOT COVERAGE IE IIY5PECTFt315ARE REQUIRED Shall &SEDIMENT CONTROLS EXIST. HOUSE 1,614 sq, ft. 10.3% Shall include but not be limited to: EXIST. PORCH 185 sq, ft. 1.0% '0S Engineering at 765-1560 before A well maintained Construction Entrance, PROPOSED POOL 312 sq. ft. 1.8% )R Provide Engineer's Certification lrainage has been installed to Code. Wire Backed Silt Fencing,stabilization& Seeding of euposed and/or inactive soils. PROPOSED DECK 1,000 sq. ft. 5.7X TOTAL EXIST. & PROP. 3,311 sq. ft. 1 B.8Y. WETLAND BUFFER AREA APPROVAL OF STORMWATER MANAGEMENT DESCRIPTION AREA COWRO PLA -To Code C pt 236 DISTURBED R o 9E WETLAND DETATEDER 4,099 sq. ft. EXISTING NON-DISTURBED HIGH POLE (MAX.) Date: L WETLAND 2200 sq ft. STEEL OR WOOD POST NCLDINGPATH &AREA LV/ FLOW Approa : TOTAL WETLAND BUFFER AREA 6,299 sq. ff. bl�i;111111�/,. z 4" X 6' TRENCH W/ COMPACTED BACKFILL PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TRENCH DETAIL BY THE L.I.A.L.S. AND APPROVED AND ADOPTED (NOT TO SCALE) FOR SUCH USE = EW YORK STATE LAND TITLE ASS Alt 3 j 1 i ►C, Zt 1TES: AREA CHOSEN FOR STOCKPILING OPERATIONS a �*� IALL BE DRY AND STABLE. a MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. `s UPON COMPLETION OF SOIL STOCKPILING, EACH n' ' E SHALL BE SURROUNDED WITH EITHER SILT NCING OR STRAW BALES, THEN STABILIZED WITH / #F GETATION OR COVERED. f SLOPE OR LESS r^� y `1si? 3 N.Y S. Lic No. 50467 UNAUTHORIZED ALTERATION OR ADDITION .� \V TO THIS SURVEY IS A VIOLATION OF SECTION 7209 09W.OF THE NEW YORK STATE EDUCATION LANathan T of t Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor- 14/ � EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. `1' CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND -ILT FENCE TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout E TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY 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 O 0S CRI (WEST CREEK) N 87°02'24" E 12 C1 rye. ���p• ,�1- S� APPARENT LOW WATER MARK Nps `� •t � 6 ,p� ,�� '� _ ,III, .+�"ey�' ,(`;�O��\� � y�G � �•a, ,1�I i ,1�I i� 6�GUp?RpV�p GOS7 VG�QS y0 s��tio 1 1,�I, — 1� �5cC* N �.���c,O�� S A�(/�'p /`� YS ,Illi ,I�Ii ,Ili �����•-- •_i 2 � o , ,III, / �i N• _ �Q ��i�°,,pp oc/r' 'yy<o F`cT I yam'.;_;_,_,•,•, •'•� � 1ILI ��••• oN-0`ss��,FA' •. d'. '-:�: .rte �6 ;.Eytst`i+ ...•. .. . ''• .•.•.•,•,•,- oe,yo y</ ooh f =0. ----10 QGj O<� o QG� \A r� gSy< uv m _14 F 1GO oO oYg QR°y`M ONo I'R POSED 16 Ob 41 �? (.. Qq``� gOHH �9q POOL • A O.o "v �, 1?i go d \�S3V uN ry �OG4'o °oQ tS C ` Unc IVE e=.�k+°� o � '4�wGP�rryecs• ?� �_•1 —�+i ,�,�yPoo �yT ccs ^Fr�G tt U S PG h h S o ��ti — F)ZL E�'�-r p� 14--- �� o° `tl // e• a •, �r����vJr��e\v� / 080�4 " T�Oo%o og/<'`Y i9Ns�a�4YA�� -0. -��`. �kFFA Took G os�O 1.-f��ry 1 Q�'!�'j �+` / �RO{4 \`�3• Vile 16- 004 �' o S mi �esoL ` i seNP,c-E, R`c"g , T. qr� ( C1€,V' BE, A X '� UO?\0 TEST HOL6E+ l\9Q \ �csC:! S�GCI T EXTRA STRENGTH FILTER FAE 0- \ '9G0�o REQ'D. WITHOUT WIRE MESH SUPP ce- G `yG 10' MAX. O.C. SPACING Adl. \ -9 W/ WIRE SUPPORT FENCE 6' MAX. O.C. SPACING '�O• ,b'O. / W/O WIRE SUPPORT FENCE 41 C",�f� � `r •r SILT FENCE . O , NOT TO SCM �1 h NOTES: SILT FENCE SHALL BE PLACED PARALLEL MAXIMIZE PONDING EFFICIENCY. INSPECT AND REF EACH STORM EVENT AND REMOVE SEDIMENT WHET SEDIMENT SHALL BE DEPOSITED TO AN AREA THA OFF-SITE TRANSPORT. v / TO BE USED WHERE TOPSOII REGRADING & VEGETATING D 1 TEMPORARY STOCKPILE STAB VEGETATIVE COVER, MULCH, PERIPHERAL SEDIMENT TRAPF STABILIZATION MEASURE(S) rp APPROPRIATE FOR THE TIME AND REQUIRED PERIOD OF l STABILIZE ENTIRE PILE WITH VEGETATION OR COVER 41 I SURVEY OF LOT 4 OF PROPOSED PRELIMINARY MAP OF BRANDER—McCAFFREY PLAN CREEK SITUATED A T G D 0 SESOUTHOLD (WEST CREEK) TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK N87°Q2'24" E 122.79' SAID MAP ALSO BEING A REDIVISION OF LOTS FOUND �1 ONMICHAEL MAP PREPARED FOR • o,• ,� ZUKAS AND APPROVED BY THE �• TEST HOLE DATA TOWN OF SOUTHOLD TOWN PLANNING BOARD 4� ON FEBRUARY 7, 1972 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2001) LIBER 8355, PAGE 181 EL 17.6' O, BROWN LOAMY SAND S.C. TAX No. 1000-76-01 -15.3 SCALE 1"=40' SEPTEMBER 15, 2003 �4,�,��'h 0 y' •� � _.M9 OCTOBER 23, 2003 REVISED PROPOSED HOUSE (� VIN fir" 3. JANUARY 5, 2004 ADDED PROPOSED DECK Q� Y \�I N��SQEOF 5� PALE BROWN FINE SAND FEBRUARY 27, 2004 RELOCATED HOUSE gyp• 6 SAS APPARENT LOW WATER MARK \II = OF v�Nq 2pp2 4' MAYS 3, 200 SEPTEMBER D04 PROPOSED WAER EASEMENT 4�' �4i 4 \II E P G�� LOCATION Y O��\ c ¢ Q f� PR PALE BROWN SILTY SAND MAY 3, 2005 ADDED AS BUILT SEPTIC SYSTEM & PROP. DRYWELLS ��Al P� yo� @ 4'0' + \II5 AUGUST 16, 2005 ADDED DRYWALL G ti T ' 1' j� JUNE 6, 2006 SHOW AREA FOR 50% EXPANSION POOL 4 AO/ 2 7, JULY 10, 2006 REVISED TO SHOW WATER LINES INSTALLED O� 6����A�� O 4 --- .••: MARCH e. JUNE12, O FINAL 2O14 ADD PROPOSED POOL 1\11 �1I1, _ JULY 14. 2014 REVISED PROPOSED POOL AUGUST 21, 2014 REVISED PROPOSED WETLAND BUFFER O JR'P 9 OHO I '' �1�1� �i `1I1 4SEPTEMBER 16, 2014 REVISED PROPOSED FENCE ` Q 4, A �O�!/ 0��t,�� ' y� -4 • C . ' PALE BROWN FINE SEPTEMBER 25, 2014 REVISED PROPOSED FENCE \\r� /S�A O CO G�iO��P�r< p \ i •a TO MEDIUM SAND AUGUST 15. 2016 REVISED PROPOSED POOL ���<� ��S O �v J Gs �y rO\ �II1r //•'•; ;• 'a V•:•' °°' ,�� / MARCH 21 2017 STORMWAND PLAN y' MARCH 30, 2017 ADD PROP. WE BUFFER FENCE „r . �6 °<iP9orsc'Fcoh AREA = 33,537 sq. ft. tiGS WSJ g, - iVkf j.T'• ,, '.;Q\y�` '18 EL. 4.5' 0.770 QC. �Q���'Y��</O �\ �,; ,=°0J• _ __1O WATER IN PALE BROWN CERTIFIED TO: FINE TO MEDIUM SAND ROBERT J. MUSCO o oO Fo a < 1 G 1 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC o A i `� 17' EVERBANK, N.A. roti<�T '` -_l�� NOTES: \ y �`, v p1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM THE CONTOUR LINES SHOWN ARE FROM ORIGINAL SURVEY FROM SEPTEMBER 15, 2014 y4 All � EXISTING CONTOUR LINES ARE SHOWN THUS:-----10------ `Is ��F�T BEFORE CONSTRUCTION OF THE HOUSE POOLSo y yr C* LA g" LA '7-- - HaEsk�k y1°Jy� � k. FC� S. ._,B ��0 0��� NE \�s���N pr' POm LOT COVERAGE DATA R , 4 d Sr /y coo �4tiC Tyr. rrnr 'n Ln AREA (17,E40 sq. ft.) �. 4 +� ti o F • s F g h S O A�'q .F DESCRIPTION AREA X LOT COVERAGE e• 'r F o < 4 14- �� // s SOS oo O ° iy EXIST. HOUSE 1,814 sq. ft. 10.3% ' EXIST. PORCH a o � 185 sq. ft. 1.OX A°Pcp \3 1yo pvo 9 �� 7 Z rp O �p y Q411 16--- �oR s� �� - PROPOSED POOL 312 sq, ft. 1.8X Ak'-�" ,� '0� 0�._,1 'J PROPOSED DECK 1,000 sq. ft. 5.7X 6� / T•�.o� � e� >,, TOTAL EXIST. & PROP. 3,311 sq. ft. 1 B.BY. 9 WETLAND BUFFER AREA HOLE* DESCRIPTION AREA TEST 17.6 \\O �c�cco�/ �0 \ X116 sTE L OR WOOD AREA DISTURBED O BE REVEGETATEDER q 4,099 s ft. eo �\ S �rO EXTRA STRENGTH FILTER FABRIC POST (TCP.) T T EXISTING NON-DISTURBED -169 '& REQ'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) WETLAND BUFFER AREA 2,200 sq. ft. Df, /tib 10' MAX. O.C. SPACING STEEL OR WOOD POST INCLUDING PATH & DOCK ��./fj• O 8S \ W/ WIRE SUPPORT FENCE FLOW p�� �,o- ) o. 6' MAX. G.C. SPACING TOTAL WETLAND BUFFER AREA 6,299 sq. ft. o r� E \ / W/O WIRE SUPPORT FENCE ''1;-r••-?'T�- 4, Flow 'Q \ ••' 4•ATTACH FILTER FABRIC SECURELY '�\�\���Z /\ '•' ., TO UPSTREAM SIDE OF PO;T / /' �V to \ �" % 6• TRENCH �� \ \ \\ //�\ ' W/ COMPACTED BACK ILL 5N / SILT FENCE DETAILS /\ NOT TOscNE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED D\.ohs / r. THE L.I.A.L.S. AND APPROVED AND ADOPTED NOTES: SILT FENCE SHALL BE PLACED PARALLEL SLOPE CONTOURS *o (NOTTTPN TOIi SCALE)D.T BY FOR SUCH USE BY THE NEW YORK STATE LAND i MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ASSOCIATION. `� EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOV':D TITLE AS�...•...--.,..,,_ .F'•'''x SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW , OFF—SITE TRANSPORT. ,, i r_ ��,� {.�• TO RA USED WHERE TOPSOIL IS NECESSARY FCR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2.1. �j VEGETATIVE COVER, MULCH,TRAPPING BARRIERS. COVER AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT T�<\ STABILIZATION MEASURE(S) SELECTED SHOULD 3E FENCING OR STRAW BALES, THEN STABILIZED WITH /Q APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS STABILIZE ENTIRE PILE- WITH VEGETATION OR COVER %4, ,41 ,41 rt Pa r" r ff r N.Y.S. Lic No 50467 UNAUTHORIZED ALTERATION OR ADDITION LA OF THE NEW YORK STATE �' .1, .11 .y y 14, L .y .y TO THIS SURVEY IS A VIOLATION OF SECTION 72Nathan Taft Corwin iii `I' `I' `I' `1' `1' `Y � � EDUCATION LAW. N' `Y / %41 14� 14e .I, .y .I. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor Ji %I, .Jr .L, 11, .y EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE TO THE ASSIGNEES OF THE LENDING INSTI- SOIL STOCKPILE TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout (NOT TO SCALE) PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY 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 34-040 1�{ V is- !! NOTE-5 I NO SPOIL SUCCHARGE P£PJ.ITTED WITHIN 4 FEET OF E,\CAVATION AT TH E SHALLOW all),OR 6 FEET OF E\CA`:ATION AT THE DEEP END O T'-uSPOOL MEETS THE REQIJIRETAENT50=ANSVt45P1-5A•iEKtCPNNATiCY1ALSTAN DAP.DFOR RE5ID-u':Tr+LINGROVNDSWii•I' LNG PCG`LS'AP!D19d6BCG--CODE-5£CT.CY•t32( D'V1.IGEQUlPMENTISP,OTAL�J,'ED- a 5 5l'•/iMMINGPOOL SHALL SECOMPLETELYANDCONTINNOL'SILY5'JRROLJNDEDWITHA3ARRIERCOI:5TRLCfEDIAWREQVIREME,'ITSOF �S SECTION 93265 5 CF THE INTERS iAT10UAL RESIDENTIAL CODE,20'6)AND IN CONFORMITY WITH ALL 5ECTICN5 OF THE SOVTHOLD (/1 cz :12sommammm TO't"INCODE ACCESS CATESSHALL COMPLYWiTH5ECTIONR3265.=OFTNEIRCAND BESELFCLOSING,SELFLATCHINGANDBESECURE'Y O A LOCKED WHEN POOL IS NOT IN VSE OR SUPERVISED, ALL CATES ARE TOOPEN AWAY FROM THE POOL AREA t.~ O 4 DURING'CO:•15TRVCTION ERECTA CONTRACTOR SHALL ERTA TEMPORARY BARRIERAROVND THE EXCAVATION LAW THE CODE OF THE rJ p TCV,4 OF SOUTHOLD U 5 POOL'AUSTBEEQUIPPEDWITHANAPPROVEDPOOLALARMCAPABLEOFDETECTINGACHILDENTERINGT14EWATERANDSOVNDjNG- z QZ AN AUDIFLEALAR.A9 1NHEN DETECTED THAT 15 AUDIBLE AT POOLSIDE AND ATttNOTHER LCCAT[O—N O:�THE PREJ+,15ES%,,'qEP E THE POOL + G S-- 15 LOCATED THEALAkMML'STBEINSTALLED MA41TA1NEDANDLSIJ EDINACCORDANCEWiTHTHEMLANUFAC RERS INSTRUCTIONS. cCnctvAus� T!iEALSRMMV5T41EETA5Tt1 _^0 F38 STAND.QRDSFECIFICAT10t.FOP POOL ALARMS ?NEDENICE,Y,LSTOPERATEItdDEPENDF.14 OT �y B ATTACHED TOOK CEPENDENTON)OFPER5CNS _ O P, 6. POOLSVCTIONF17TING5CFACEPTFOSVRFACESKiMIMFRS). IS Tr BE PROVIDEDV41THACOVERTHATCONFORRTOA5M✓AN5I �t�G O All:!.19 SM OR A�11NIMUM 1$'x a'DRAIN GRATE OR A CHANNEL DRAIN 5y5TEM. POOL CIRCLRATION SYSTEM MUST BE EQUIPPED W,TFt Ln °C PLAN VACUUM VACUUM RELIEF IN THE EVENTTHE GRATE COVERS LOCATED WITHIN THE POOL BECOME MIS5INGORBROKEN SUCH VACUUM RELIEF 5YSTEM5 SHALL CONFORM Wll ii ASM E A112.19.17 OP BEA GRAVITY SY5TE!A APPRO✓ED BY THE TOVVN OF SO VTHOLD PC)'`L 5HALL SE PROVIDED WITH A IdINIMVM OF 2 5UCTiON FITTINGS OF THEABOVEMENTEONED TYPE THE 5UCTLON FITTINGS SHALL BE 5EPARATED BYA MI,4,%iLJM OF3'AND MV5T BE PIPED SVCH TriAT WATER IS D VVN THROL(GH THEM SLTAIJLTAPIEOLSLYTHROUGH A VACUUM RELIEF-PROTECTED LINE TIO THE PUMP(OR PUMPS) VACUUM/PRE£SVRE CLEANING FITTINGS SHALL BE IN AN ACCESSIBLE POSITION,MiN1A1VM OF6'AND NO GREATER THAN 12'BELOW THE MINIMUM OPERATIONAL WATER LEVELOR BEAN ATTACHMENTTO THE 5KIM MEK/5KIMMERS- C. 7. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REAUIREMENTSOFNFPA70(NEC)PRINCIPALLY ARTICLE 680 AND THE IRC5EC7ION5 5301 THROUGH 4206.ALL ELECTRICAL DEVICES MU5TBEAPPROVEDBYUNDERWRITERS LABORATORIESANDBEPROTECCEDBYA r Y,oa':-M0l3TM-4 7 GROUND FAULT CUP RENT INTERRUPTER(GFCU CVKRENTCARRYING ELECTRICAL CONDLK:TORSFXCEPTFOP,THOSE PROViDI'�GPOWER (u � TO POOL LIGHTING AND POOL EQVIPMENTSHALL h1EETTHE SEPARATION REOVIKEMENTS OF TABLE E=35.5.ALL,METAL ENCLOSVRES, V 0 FENCES OR CALLINGS NEAR OR ADJACENT TO TH E SNIM+�MING POOL THAT MAY BECOME ELECTRICALLY CHARGED DUE TO CONTACT v-c SECTION A WITH AN ELECTRICAL CIRCUITSHALL BE EFFECT(VEL:lCp4)VNDED. -a TOP OF MALL WATER UNE 8. WATER SOURCE FI LUNG TH E POOL SHALL BE EOL'IPPED WITH A BACKFLOW PROTECTION DEVICE LAW NY5 PLUMBING CODE 606 Q 9. ALL PIPING 15 DIAGRAMMATIC UNLESS OTHERWISE STATED. c) ar 'ARR{ES v VARRIES VA.4tIES' 10- WALKS IF PROVIDED SHALL BE NON5LIP AND SLOPE AWAY FROM FOOL EDGE. � 11 A MEANS OF EGRESS FOR DEEP AND SHALLOW ENDS MUST B£PROVIDED IAWANSVNSPt-55ECTTON 6. 12 CONTRACTOR TO PLACE THE POOL LAW MNNOFiOtIfHOLDCODE 5ETBACKC n K 13. ALL DRAINAGE FROM THE POOL SHALL BE MAI,4T•AINEDON'THE SUBJECT PROPERTY. SECTION B 15. THE DESIGN 15 BASED ON A DRAINAGE501L WITH<105 SILT. GROUND WATER SHALL NOTDSI5T WITHIN THE EXCAVATION. IFGROUND b WATER EXISTS WITHIN 6'-O'FROM GRADE.DEWATERING FACILITIES W{LL BE REQUIRED, ry 16. ALL GAS AND OIL HEATERS(IF INSTALLED)FOP,THE iNGROVNDSWIM.M+NGPOOLSHALLBEN=.TIONALAPPLIANCE ENERGY CO,(SERVATION ACT(NAECA)COMPLIANT. POOL H EATERS SHALL BE TESTED LAW ANSI r-1.56 AND SHALL BE INSTALLED LAW PIANUFACTURERS SPECIFICATIONS OIL FIRED POOL HEATERS 5HALL BE TESTED LAWL11.726. POOL HEATERS SHALL BE LOCATED OR GVARDED TO PROTECT AGAINSTACCIDENTAL CONTACT OF HOT SURFACES BY PERSONS. POOL HFATER5 SHALL BE PROVIDED WITH TEMPERATURE AND PRE55VRE-RELIEF VALVES. POR HEATEPS NOT PROVIDED WITH AN INTEGRAL BYPASS SYSTEM A BYPASS UNESHALL U BE INSTALLED FROM INLEFTO OLTLETTO ADJUST lh'ATER FLOW TH ROUGH THE HEATER POOL HEATERS SHALL SE PROVIDED`NTH THE Q. arEC1 vu�=_ 2'-2' FOLLOWING ENEKGYCONSERVATION MEASURES: PUMP MOM 1KIMh(E9 COPINCM4D YL1LALWA} (p. (OYOTHM) 16.1 AT LEAST ONE THERM05TATSHALL BEPROVIDED FOR EACHHEATING 5Y-fEM• CPADE T6.=ALL POOL HEATERS SHALL BE EQVIPPEp WITH AN ON-OFF SWITCH MOVNTED FOR FASYACCESS TO ALLOW 5HLTTING OFFTHE y hwTERslraE OPERATION OF THE HEATER WITHOUT THETHEPM05TATSETTINGANDTOALLOVvUSTARTINGWI HOUTRELIGHTINGTHE M m L•. •. PILOT LIGHT '• _ 163 HEATED SWIMMING FOOLS SHALL BE EQUIPPED WITH A POOLCO`✓ER(EXEMPTED FROM THIS REQUIREMENTAREOUTDOOR POOLS W �ti $ V.11(7151ARD EARTH - H N Tm n.sacsw 4 DERIVING 20,5OF THE ENERGY FOR HEATING FKOM RENEWABLE SOVRCESASCOtAPUTTD OVER AN OPERATING SEASON) �W at Danv 1 3 ttwpit Pm TED CCK:. r,a = 16 5 TIME CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SETTO RUN DURING OFF-PEAK ELEC MICAL DEMAND PERIODSAND CAid BE SET 'L' v,�}°q�q.9 TORVhTHE%diNI,,WlATIMENECESSARYTOAIAINTAINTHEPOOLWATERINACLEANAND5ANITAkYCONDITIONIAWA.PPLICABLE s� I.,t ..2 t.'3.5ENd.?.•TvP, •.. .•._,'.:: SANITARY CODE OF NEWYORK STATE O At.SLUI,''R ! '•• 17 THIS DRAWING 15 FOR STRUCTURAL 5HELLONLY. ALLACCEWPIFSANDAPPURTEIIANCE5ARE DEFINED BY01HER5 w N4'itND�! i (� C vv m F' FF-•,:?:>t eaT 9 BACKFILL WITH CLEAN EARTH,FREE OFROO7KKK LVO NOTALIIJWTHEHEIGHT OFBACKFILL TOD(CEEDTHE HEIGHT OFTHE �' N C m tDp FiL.ER WATER IN THE POOL BY MORE THAN 9, OR TH E WATER TO EXCEED BACKFILL BY MORE THAN 8' W (Co F•"- 19 PLACECONCRETECNSA14DYTOLOA.M501L REMOVE ANY CLAY DEPOSITANDCOMPACTCLE-iNBACKFILL (��+ fERTiCAIJ-9'p-EEAiS s•cc ) 21 THERE 15 NO MAIN DRAIN IN THIS POOL. 5VCT70N FOP,POOL WATER CIRCULATION ISPROVIPED BYTHE SKIMMEFS ONLY.THiS MEETS ':L c) of 1=Liv jC (r CTsdcti+N; REQUIP EMENT5OFTHE IRC-SECTION 9376.6 FOP,ENTRAr^,SiENTPiOTc'C710:d. 22 THE POOL 4tA5 DE51G"tED IA'PdTHE FOLLOWING. C, WALLSECTION 221- THE INTERNATIONAL 9E%DENTIALCOPE 6PO-CHAP•FER4_(2016) TO Re%%T's 22 2. THE INTERNATIONAL ENERGY CONSERV.AT Oty CONSTRUCTION COLE-SEL'IO;:R40510('_DIS) THE 113TERNAT O:tAL FUEL G.A5 CODE(2015) CtIECK 1'Psb': •`�. THENEW YOP K STATE CODE SUPPLEMENT-SECTIO! Ria (=G16) t r� r• { '�; 'S. THE NEY%'YO+:KSTATESANITARYCODE :12-6 ANSI/h,5P1-5 STAI.i y^^ARP FOR RESIDEI.1TiAl IN-GRCUNDSWIL4,111NG DOOLS 5 _ - p... e?• TJ BOLA CODE-SECTICP'-121 r I I �'S (:ODECF7HETUvvh:OK OLTHOLC PLV,MBING SCHUVIATIC ALLBAc1=WL:HTO8ESELF'-CO,�IT?::•!EDON-SITE } r DRAINAGE, 'W!^r'rC71 NNS ARE REQUIT,77) CU,: ',' 'WITH ALL CODES OF Contact 7t.:' Enginee ing at 765-1600 b4.,iore NEVV YORr ��__ATE & TOWN CODES o � III Backfill, OR Provide k,-:raineer's Certific it!on �' that the drainage has been installed to otic. AS R EQUI F `.? A 10 CONDITIONS OF C C), ! r III i o APPR �tD � 'wr - 10LDTOWNTRUSTEES DATE: B.P. \ III r' ELECTRICAL ✓ FEE: "' -�: II'�SPE f f�rJ' NOTIFYBUILDIN-' Dz"r.R,F/ r• ^T CSI®i'� REQUIRED / 1 ' I 765-1802 8 AM TO 4 PM r .'R; - III FOLLOWING INSPECTIONS: r r'' III 1. FOUNDATION - TWO REQ USE 10 1 -P WFUL POURED CONCRE \ o r, r, V' ITHG' ERTIFICATE II I 2. RU�iGH - FRAMING & FI.iI. . � 3. INSULATION /+ 4. FINAL - CON,'TRUCTION O� ,-A!VCY BE COMPLE III 0 -' �,L-.. CON:'="II ON SHA! . w .FTHE 001_. �\ Q rr, FE OF THE C. OL NEW i YC,RK STAVE. NOT RESF t011 DESIGN OR CONSTRUCTI& UiRORS. IN' I r'' j r 1Q• / V III i' oil r- II � �� l �o •, ,� , EvCLOS OOL TO CODE i M o t` d• r r-' / COMPLETION ET P L N P P � A n J III i T o W E � � RE i" F '\ F � r' N F 1' P '( i' L I F F 2 G P• L II r r'" v / O F 6 / E rr: 0 �( O rP r'' f N N a•/O o 00,--o / I I ca E 6 P P P 1 O 2 G• IN ,A " i', P• "DECK P IL G & GATES, \ '\ NNi-S & S v� re P/ 2 1' �'�• y"- Ob 1EP i1 o N O P 5 c OUTHOLD TOWN D CO O MEET NYS ____-__ REQUIREMENTS 00 N i Q. /i'IlII I iI UwENCLOSURE' wow o i+> r' G O � r / O -..-__---.......-. ................ '" r' %' ;'' ,r' rr'' ,,•' r ,r''' ,,%' ;'''' _._...-............... ........ 'r' ;- r 4X4 POSTS TO 12" DIA. CONC. . FT GS.S.2-2X8 GIRDERS ON - I / /to / c� - / J1 // 2 1O'Z PG G POO �G• F � IIIIII III II Gm�wgxd O 2 / s�T Qt3N Z r' I / / / / rf, / '"8" STEP TOGRADE, r r'" O X / rr \ / U / i' O I ( r' II 4-„ ' r 1 i' 'DECK RAILING ATE J C G & G S�. 2' II ( 'Z w T MEET NY I II I r O S & / 1 - I SOUTHOLD TOWN CODE' 71��:iu�`.u:..a''"^r '�;"..�d%%1��i7�'.' Jr'.�.�1U✓�U..�:.::::.p��::" � - - - j r REQUIREMENTS ASrr LS V\H17E:PVC!R IL ff36T(�) E,%' 2X12 ACO. LEDGER ;'' 'POOL ENCLOSURE'' � cP, III _... ......._.................................................._-.........................._. _... _._ ._........... .............................., i `, IIIA 2X8 G DER UPPER DECK ` ' I FASTEN WITH: I I _._..._......«. ...._.._.._._....................._.........._........_.........- _._... - -- - S DN. 4 i - T 4X4P STS O MAN CK 2 1/2" DIA. EFOXY FASTENER 2 8@ 16" C O r''r _.......__......... .....................__.... .... . _._.- - -- E TRY A1C OW - s�ZO n W/AN H R 16 P. II_ C O S@ ' OC TYP. i r' O ei DE K JOTS 1 "O O _......__.._.._.... ................. - - -......._....__... -...... ....__._......._......_.._....-------------.-------------------.................-.. ST(JCJP' �_ II I HOUSE �, o I EXIST. MASONRY BLOCKS I @ COP ' '' ,�'' ( � U O� FILLED W/ CONCRETE ST I G R TE O JOTS S TO L DGER III I p --_-....-.__.__.__ ------------------------__----- _._......_ ANCHOR LOCATIONS 2 LE TY o0 .._..__...` --'----...------------------ r 12 D ER r,r/ o I � I I I _ III 'u�,J'''r,,'''' � „�7�171»"'.�"1II�_�_��llId�''C'• _ .� ' ��•• J` 1 � / TWO 2X12 ACO. LEDGERS 2-2X8 GIRDER @ UPPER DECK III 14'-5" + 14'-1" 13'-6" $ -0"''f r ONE @ DECK HEIGHT & TO 4X4 POSTS ON MAIN DECK ONE @STOOP HEIGHT. FRAMING BELOW I III r' THESE HEIGHTS TO BE I1 50'-01, VERIFIED ON SITE. I 2-2X GIRD N TOP OF DECK AT 12" +/ FASTEN WITH: 12" DI CONC. S` ;r VERIFY ON SITE , W/ANCHORS @P106YOCSTYP.ERS ` N EXIST. MASONRY BLOCKS FILLED W/ CONCRETE @ ANCHOR LOCATIONS 2X8 TR MMER @1 DECK EDGE YP. DECK PLAN DECK FRAMING PLAN 1'_8" _4" 2'-0„ 1 /4 " = 1 '- O " 4 . 2 1 . 17 1 /4 if = 1 '- O " 4 . 2 1 . 17 ' MUSCO POOL DECK CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 497 RIPPLE WATER LANE 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. SOUTHOLD N . I 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. Gv 1 ', copper termite sheild. W 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance Osy • �, with the New York State Building Code and manufacturers specifications. t h�` W� 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed i EXISTING: SINGLE FAMILY RESIDENCE upon by an engineer and certificates shall be issued stating same. DECK RAILING & GATES - SCTM# 1000-76- 1 - 15.3 6. Unless otherwise noted all framing and structural wood components shall be ��' v #2 or better Douglas Fir. TO MEET NYS & v ZONE R-40 .7 3 ACRES 7• All framing techniques and methods shall be as prescriptive design based on SOUTHOLD TOWN CODE �/� �� W AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) REQUIREMENTS AS S Cp PROPOSED: (1) or as specified in R301.2.1.1 DE K RAILING & GATES � 8. All building envelope components shall comply with Chapter 6 of the Energy POOL ENCLOSURE 0 Conservation Code of the State of New York. TO EET NYS & Z CONSTRUCT A NEW 1327.4 SQ. FT. DECK AROUND g Fireblockin g shall be provided in all wood framed construction in accordance SO THOLD TOWN CODE L- PROPOSED SWIMMING POOL. ALSO TO INCLUDE With NYS Code R 602.8 to form an effective fire barrier between stories and �QUIREMENTS AS O A 36 SQ.FT. STOOP AND STAIRS ON THE WEST between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with 5/4 X 6 COMPOSITE DECKING ON POOL ENCLOSURE Z SIDE, A 81 .8 SQ. FT. STOOP AND STAIRS FROM NYS code R301.2.1.2 if they are required. J THE HOUSE TO THE POOL DECK AND AN 11. All portions of the new structure are designed to comply with local geographic ACQ SLEEDERS ON POOL COPING ADDITIONAL 23.4 SQ.FT. STOOP AND STAIRS FROM5/4 X 6 COMPOSITE DECKING and climatic criteria as stated in the following table. 3'�`�..�'---T.�� - -- - - .�"'SII� - . BIL_�.�^_�L'=2.=ZT'=�'77T,'71T''�7� VERTICAL 4X4 ACQ POST ATTACHED - v ` 2X8 TRIMMER TYP. �� CC ANC TO GIRDERS TECO THE EAST ENTRY TO THE HOUSE. RAILINGS, GEOGRAPHIC & CLIMATE DESIGN CRITERIA TO 16" POUR. CONC. POOL WALL �_ FENCE AND GATES TO CODE. GROUND SNOW LOAD 45 ps1 W/ 2- 1 /2" EPDXY BOLTS. 2-2x12 GIRDER ASSEMBLED W/ 2X12 ACQ. LEDGER WIND SPEED 130 MPH 2 STAGGERED ROWS OF 3" SCREWS 2- 112" DIA. EPDXY FASTENERS--jSEISMIC DESIGN CATATGORY B W/ANCHORS @ 16" OC GENERAL NOTES WEATHERING SEVERE HORIZONTAL 4X4 ACQ POSTS ATTACHED � SPLICES @ POSTS ONLY. 1. FROST LINE DEPTH 36" TO POOL WALL W/ 112" EPDXY GIRDER STRAPPED TO POSTS EXIST. MASONRY BLOCKS t All work shall conform to the requirements of the RComp n Code of New York TERMITE THREAT MODERATE TO HEAVY State, County and Town Department Regulations, Utility Company requirements and DECAY SLIGHT TO MODERATE BOLTS @ 16" OC MIN. _ FILLED W/ CONCRETE @ best trade practises. WINTER DESIGN TEMPERATURE 11 LATTICE BETWEEN 4X4'S ANCHOR LOCATIONS 2. Before commencing work the Contractor shall file all documents required by the FLOOD HAZARD AS NOTED TREAT ENDS OF POSTS W/ Building Department, pay all fees required by local agencies and obtain all required PRESERVATIVE EXIST. CELLAR WALL I permits. ti 3. The Contractor shall visit the site and verify all dimensions and the existing POST BASE W/ ANCHOR BOLT conditions affecting the work prior to construction. Any discrepancies which would I ,J interfere with the satisfactory completetion of the work described herein shall be DECK PLAN, FRAMING P LAN,S ECT I O N S reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify SCALE AS NOTED APRIL 24, 2017 12" DIA. POUR. CONC. FTG. the owner or architect of unsatisfactory conditions will be construed as an acceptance TO 36" MIN. BELOW GRADE A • of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and n engineer consultants. /� 0 S. The Contractor is to maintain a complete and up to date set of plans on the , \ '(EOE NEpy job site at all times DEER yO,p 6. The drawings are not to be scaled under any circumstances. * �,/ �O- 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 1 OF 1 including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all Dress f - N t,` 5it JB1„L other conditions and restrictions for this articular location in order to execute the SECTION # 1 SECTION 77" 2 work in a careful and orderly manner with the least possible disturbance to the public. �'o�o• 07 8. The Contractor shall make the neccesary arrangements to utilities and services S NP , „ temporarily disconnected while performing the work as required. 112 " = 1 -0 4. 21 . 1 /-7 112 " = -0 4 . 2 1 . 1 /-7 K 9. The Contractor shall provide all dimensions and cut-outs for other trades. TAR 10. The Contractor shall provide proper shoring and bracing for all remaining structure permits drafting expediting prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. PO BOX 49 12. The Contractor is solely responsible for construction safety and shall hold the JOAN CHAMBERS SOUTHOLD NY 11971 owner and architect harmless from litigation arising out of the Contractor's failure to 631-294-4241 provide construction safety means and methods.