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Home My WebLink About38424-Z OSUFFa1A.�o Town of Southold 9/1/2015 �� SIA P.O.Box 1179 CO ' 53095 Main Rd p��o! �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37754 Date: 9/1/2015 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 410 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-3.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2013 pursuant to which Building Permit No. 38424 dated 10/21/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in ground swimming pool with fence to code as applied for. The certificate is issued to Higgins, L Patrick&Higgins, Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38424 8/25/2014 PLUMBERS CERTIFICATION DATED - -- . Ail Audis, Sign ure ®�OS��Fa1'fCpGy Town of Southold 9/1/2015 It c€ P.O.Box 1179 a' r 53095 Main Rd 44Dl ��o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37755 Date: 9/1/2015 THIS CERTIFIES that the building HOT TUB Location of Property: 410 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-3.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2013 pursuant to which Building Permit No. 38424 dated 10/21/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory hot tub with locking cover as applied for. The certificate is issued to Higgins,L Patrick&Higgins,Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38424 8/25/2014 PLUMBERS CERTIFICATION DATED SIAuth d Si ature 0\0%11FFOl,�% Town of Southold 9/1/2015 1' P.O.Box 1179 o 53095 Main Rd 4'4Qla°� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37756 Date: 9/1/2015 THIS CERTIFIES that the building POOL HOUSE Location of Property: 410 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-10-3.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2013 pursuant to which Building Permit No. 38424 dated 10/21/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory pool house as applied for. The certificate is issued to Higgins, L Patrick&Higgins,Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0018 2/10/2015 ELECTRICAL CERTIFICATE NO. 38424 8/25/14 PLUMBERS CERTIFICATION DATED 7/1/2014 George Berry Jr / Auted ign�e svFEoi�r-_ TOWN OF SOUTHOLD � BUILDING DEPARTMENT y $I TOWN CLERK'S OFFICE •oy o��a 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#: 38424 Date: 10/21/2013 Permission is hereby granted to: Higgins, L Patrick & Higgins, Jennifer 2 Kenilworth Dr Short Hills, NJ 07078 To: Construction of an in-ground swimmingpool, hot tub and accessory poolhouse as applied for. 3 COs required! At premises located at: 410 Jackson St SCTM # 473889 Sec/Block/Lot# 117.-10-3.5 Pursuant to application dated 10/10/2013 and approved by the Building Inspector. To expire on 4/22/2015. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ACCESSORY $180.00 CO - S • I GP0: $50.00 - SWIM :1 G P S.OL $50.00 CO . •CCESSOR` BI D ' j50 00 0 so, Alliliiirnding In pector Form No.6 TOWN OF SOUTHOLD 0 Ok.ke° 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 sewer age-disposal (S-9 firrin). 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: L Accra ate 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 S50.00,Alterations to dwelling S50.00, 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 Occripancy- S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date, October 4, 2013 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 84 JACKSON STREET New Suffolk I louse No. Street I Ianilet Owner or Owners of Property: L. PATRICK HIGGINS, JENNIFER J. HIGGINS Suffolk County Tax Map No 1000. Section 117 Block 10 Lot 3.5' Subdivision Filed Map Lot: Permit No. - 5 Lig 11 Date of Permit. Applicant: Samuels and Steelman Architects health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Ceitificate. (check one) Fee Submitted: S 5-0 iiiRWC Applicant Signature • o. 0,,, . S®Utiy.6 ..Town Hall Annex 1 i 41 41; Telephone(631)765-1802 54375 Main Road ; N % Fax(631)765-9502 P.O.Box 1179 ' 't)kQ �` roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 .4%. , �/ -1T cou , .% oo BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Higgins Address: 410 Jackson St City: New Suffolk St: NY Zip: 11956 Building Permit#: 38424 Section• 117 Block 10 Lot• 3 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment. POOL and POOL HOUSE, pool to include, bonding, 1-pool pump, 1-time clock, 1-control panel,3-GFCI circuit breakers, 1-gas pool heater,pool lights,pool cover motor Notes: Inspector Signature: Date: Aug 25 2014 81-Cert Electrical Compliance Form xis t 1ze VTown Hall,53095 Main Road ' � ' `'. ��i_ Fax(631)765-9502 P.O.Box 1179 •'. - .` _'°'' w-or Telephone(631)765-1802 Southold,New York 11971-0959 \' ®'1 * 4:9 9° _,,e R 'E 70 E - W '-_-' ---; - BUILDING-DEPARTMENT f TOWN OF SOUTHOLD JUL ® 1 2014 i BLDG DEPT TOWN OF SOUTHOLD - CERTIFICATION . Date: -1 - 1 - .0li Building Permit No. . -3 g 4—z I Owner: tr-h 961 i n r) ) Pafir i c k + .Y11f1\-(;o f (please print) Plumber: : E e-r y 6 Zf (please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / (Plumbe'= "ignature) ' Sworn to before me this I ' day of 20 pf / SAN14.,SEM - Notary Publ's.,S6a1®c4 Wk./Ycslt No,n113E4694>691) - 1Quaiifiea LI Suffolk Co�inl 'Dern F» phos Pomba 31. j'1 - Not Public, S..%�: County / // . 36'0 �o,,OF S,,Tyo_,` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION e--2" FOUNDATION 1ST [ ] ROUGH PLBG. 177 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: • - - J f DATE /I ,5V /�3 INSPECTOR Z/4 .,, '-'3?K2-- ,z2-g_____________ tif'11-SOU -t-4:-) 5-z9P cow-K. 'r , ,' _'�y00UNT1 N�''.. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - I NSPECTI [ ] FOUNDA N 1ST [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ , FRAMING /STRAPPING [ ] FINAL [ '] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: flal(-17e-a ( ee4-1L ' -? rY PLA4 , 01 billirfis-- /*„.t) - 'A. iiiio, h- "14_, , ,, P6-d,;-- ______ , 7---77 1:. „,, _ 0 A . _./.L.,-.110-wir/r:6, 2.) ,_,, a (4)--,,C / / om . DATE 2 ' 5 INSPECTOR .-4/iP' 3 ,,,,,,,,, ,pf SOUT�O`o,` a,, �y�DUNi'1,,�''' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST Lfri ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i2e....„67,„ %Jr-Lae_ DATE INSPECTOR f l 11��o��OF SO(/r�o<o\ �W TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I ] FOUNDATION 1ST [ OUGH PLBG. �'v�- T1: [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU �) [ ] ELECTRI - NA ,ter REMARKS: -' :>< DATE � INSPECT • - , A $ ��y�UUNiV,N '''' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ LATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT-, FINAL) REMARKS: 7;;) DATE • INSPECTOR PEA �. S CTOR ;* *i ,ss -Zecourm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , ] FOUNDATION 1ST [ ] ROUGH MBING ] FOUNDATION 2ND [ 1 ISUCATION ] FRAMING / STRAPPING [,'(FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMAITCS: 642 ciN) J74et. Lware._ cprrm /w.._ 973 5kti-or P/63..Ct Coprts DATE 1 S INSPECTO 7 ‘/L4•149 • • FIELD INSPE�QN ORT DATE . MEN / COMTS . . .yr,..-,Psaz-ei-7.- • ///)-67/,2;741,(- -%e.:--- ---ffelf.. ..,,r,"2-.. . ii-r- (.):) 't ' FOUNDATION(1ST) • 1. . -, . . FOU DA.TIO�(2ND) � ' • • t/elk7 5 BIZ- --:; . �" J _ • . ! 1� i� /�" C-_ . . . . Agog 144=4', f': 1 • ROUGH FRAMING& -.car N tl PLUMBING Q''► .=%"41,0-' • . % .04.____ • ,c,. 4,K.e/rzir..4) I - - _-% r'S'/.i., /3 0 . . ' 7 17 ifqE- s .4 - '. _..,0 ,d3-240,- P til INSULATION PER N.Y. e• M .3. (f H STATE ENERGY CORE i l --3vih, Ce. L-1,-,..--/C-J°- i 0 . 7 . '. . . I./1 1(K,. "--"eii€4.4q;fti 69.7,04 - dV4-. (--- .-,;(< ‘(/)/ -' FINAL • /� / l 1C• . • • - czy—__fo 2, -- A'4,?‘ • ADDITIONAL COMMENTS T 4461164 (1 ( - (° OA Q -e -2` cn) .5,g iU Z U '� 73 -:-7�1 U14 i�1- )rrPa o c `cI 52) 1 Cei..,E , . • .4 C i — 8 2 S . • . . . -F. . . d • w r a . TOWN OF SOUTHOLD . BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN-HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ` 4 Check ` Septic Form N.Y.S.D.E.C. Trustees Examined 20 �n ED Flood Permit ___0/__ D Ell Storm-Water Assessment Form /ontact: Approved ,20 OCT 1 O 2013 Mail to: Disapproved a/c BLD - Phone: Expiration '.-/ 0-t-- ,20j TO 1 ,0 S 'THOLD mumd,;'°., 9 tui din. nspector APPLICATION FOR BUILDING PERMIT Date October 4 , 26 13 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. II ignature of applicant or name,if a corporation) 25235 Main Road, Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises L. PATRICK HIGGINS, JENNIFER J. HIGGINS (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. N/A Plumbers License No. N/A Electricians License No. N/A Other Trade's License No. N/A 1. Location of land on which proposed work will be done: 484 JACKSON STREET NEW SUFFOLK House Number Street Hamlet County Tax Map No. 1000 Section 117 Block 10 Lot 3.5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence • 3. Nature of work (check which applicable):New Building X Addition Alteration Repair Removal, Demolition Other Work Swimming Pool (Description) • 4. Estimated Cost $50,000 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 �''" s "1'' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 48'-4" Rear 48' Depth 73'-2" Height 21'-7" Number of Stories Two Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 20'-0" Rear 20'-0" Depth 10'-0" Height 14'-2" Number of Stories One 9. Size of lot: Front 177.19' Rear 156' Depth 659' 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 • 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises HIGGINS Address SHORT HILLS NJ Phone No. N/A Name of Architect Samuels &Steelman Address 25235 Main Road Phone No 734-6405 Name of Contractor N/A Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10'feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFgA —) Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ p, 3 day of C46 4 PATOIP,RiCHARPS ' ! 'ubb , tate of New Yo* Q1 f�16042467 Aria',LL I - Notary Public �,. .` ' '� `'u,ffolk County 'Signature of Applicant Contrtam; n k1r Pea May 30,101 — 20)y 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family,Residence • 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal, Demolition Other Work Swimming Pool (Description) 4. Estimated Cost $50,000 Fee ~', (To be paid on filing this applidation) 5. If dwelling, number of dwelling units _ Number,of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 48'-4" Rear 48' Depth 73'-2" Height 21'-7" , Number of Stories Two Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 20'-0" Rear 20'-0" Depth 10'-0" Height 14'-2" Number of Stories One 9. Size of lot: Front 177.19' Rear 156' Depth 659' 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X 14.Names of Owner of premises HIGGINS Address SHORT HILLS NJ Phone No. N/A Name of Architect Samuels &Steelman Address 25235 Main Road Phone No 734-6405 Name of Contractor N/A Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSi1 } —) Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Pp I 3 day of RICHARDS -- y�h+ , tate of New York _ .vu _ .1. .l_e> 01R16042467 •4 4 L / Notary Public lit? '. °*' 'uffolk County `Signature of Applicant :brnm ic�a 1 � May 30,�Q9�p-- .,..�r / 'low James F.King,President �� ®�S®(/,y- _ Town Hall Annex Bob Ghosio,Jr.,Vice-President �'®� '� ®l 54375 Main Road ,�� '� � � ® P.O.Box 1179 Dave Bergen ** Southold,New York 11971-0959 John Bredemeyer ; G 1-41m, Michael J.Domino ® ` ® � Telephone(631) 765-1892 ' ••' Fax(631) 765-6641 i COMM!I* -e_iii I1S ,11 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 5, 2013 Patrick Brennan, AIA PO Box 767 Katonah, NY 10536 RE: JENNIFER & L. PATRICK HIGGINS 410 JACKSON STREET, NEW SUFFOLK SCTM# 117-10-3.5 Dear Mr. Brennan: The Southold Town Board of Trustees reviewed the site plan prepared by Patrick Brennan, AIA , last revised on February 15, 2013, and determined that the proposed construction of a swimming pool, pool patio, and pool house is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, ;11414° jr , James F. King, resident Board of Trustees JFK:eac New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 •Fax: (631)444-0360 Website:www.deo,nv,no.v LETTER OF NO JURISDICTION May 30, 2012 Jennifer& L. Patrick Higgins 2 Kenilworth Drive Short Hills, NJ 07078 Re: Application#1-4738-04115/00001 410 &484 Jackson Street, New Suffolk • SCTM #1000-117-10-3.5 (formerly 3.3 &3.4) Dear Mr& Ms Higgins : Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the parcel listed above which is located landward of the 18 foot contour as shown on the survey by John C. Ehlers, last revision dated May 15, 2012, is beyond Tidal Wetlands Act(Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for any work landward of this contour line . Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the • jurisdictional boundary and your project(i.e. a 15' wide construction area)or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. S cerel , c erman Deputy Permit Administrator cc:BOH-TW En Consultants - > - file 4 t ,. SCOTT A.,RUSSELL ' . `, • JAMES A. RICHTER, R.A. SUPERVISOR , '` ,,,,w7 0 ., MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD rna c,',� ' 3'"'," ' :` p`% TOWN OF SOUTHOLD,NE�Y6RK j11971 Tel (631)-765—1560 '>„ a;,:" t^,t,-'% t„;. Fax t e * ":' Fax (631 9013 ' MICI I 1 I t'OLl_1NS(ii;T()��N St it I;1101 1)NY'I S '-\,."V, ,, hi "' I\M[! RICE- ;R {, [)NMN l I)N,+US OFFICE OF THE ENGINEER V '�, ( °'s TOWN OF SOUTHOLDDEej TO"S�U�No�o �WN STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASE ATTACH. FROM: Building Department ❑ Copy of the completed Application for DATE: October 4, 2013 Building Permit ❑ Stormwater Management Control Plan APPLICANT. Samuels & Steelman ❑ Completed Stormwater Management S.C.T.M#. 1000-117-10-3.5 Control Plan Review Checklist PROPERTY ADDRESS: 484 Jackson Street, New Suffolk , NY BRIEF PROJECT DESCRIPTION: Construction of a new Pool House and Pool, with new driveway additions - ***FOR E, NEERI D E 4' A TMENT USE ONLY*** Reviewed By. g��!l ' ', / j/ I Date: ®�8�� ®b KApps -• . Additional Information Required: REVISED 9/17/2013 DATE: October 4, 2013 Stormwater Management ControlAPPLICANT: Samuels &Steelman � Plan Review Checklist - s.c.T.M.#: 1000-117-10-3.5 - PHYSICAL ADDRESS: 484 Jackson St, New Suffolk , QTY Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: X . a. location and description of property boundaries X - b. total site acreage X c. existing and natural and man-made features on and within 500 feet X X No info on properties outside project proterty of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water X - e. proposed limits of clearing and the total area of proposed land X disturbance - - f. existing and proposed contours of the site(minimum 2' interval) X g. location of all existing and proposed structures, roads, driveways, X sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed X _ structures _ - i. location of the swimming pool discharge ring - X j. location of proposed soil stockpile area(s) X - k. location of the proposed construction entrance/staging areas - X - 1. location of the proposed concrete washout area X m. location of all proposed erosion and sediment control measures - X - 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all X impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: _ a. erosion and sediment controls X b. construction entrance - - X Existing driveway to be used as construction entry c. inlet structures(e.g. catch basins,trench drains, etc.)- X d. leaching structures(e.g. infiltration basins, swales, etc.) - " . - X Not included in design • REVISED 9/17/2013 1/74,0 Off Town Hall Annex * * Telephone(631)765-1802 54375 Main Road G Q , roger.richertawno6u5o .ny.us P.O.Box 1179 Southold,NY 11971-0959 4 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: A,/i 9// Company Name: g fl 6 Name: ,, (J / License No.: Address: ,b, 19o. DI/S— ,c -ec)tditb �-'� V Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: , a�/"IS , (117- g *Address: 4/x29 ,y cjcSo A) s r. ./'i / -Co rico Lie- *Cross Street: as i ' Q LA/D *Phone No.: ? 7 41 Ste-/ 77 Peantt No.: e3 Tax Map District: 1000 Section: 1Block: (}.- Lot:• J,S *BRIEF DESCRIPTION OF WORK (Please Print Clearly) g:20 774 ,0�/ (00 u. 4( d 0,A-v( • ��— (Please Circle All That Apply) *Is job ready for inspection: YES 4111 . Rough In Final *Do you need a Temp Certificate: YESiE Temp Information (If needed); *Service Size: 1 Phase '3Phase 100 150 200 300 350 400 Other *New Service: Re-connect; Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form d` Q� - r��\15 d,"k 0 ,� % 4 EIE3CD �I � � JUL 21 2014 , j SAMUEL S & . TBl DG DEPT TOWN OF SOUTHOLD January 9, 2014 Southold Town Building Department Town Hall Annex Southold, NY 11971 Re: THE HIGGINS RESIDENCE 410 Jackson Street New Suffolk, New York Building Permit #38424 Attn: Building Inspector I have visited the site regularly, monitored construction closely, and can confidently certify that Burger Construction has performed all work at the above referenced project, (in the Pool House: rebar in the foundation/footings, exterior concrete retaining walls and Structural Strapping at the Pool House) in accordance with provisions of the New York State Building Code, including framing and rebar components. All structural elements meet or exceed the sizes specified by our documents, as sized by Steve Maresca, PE of Hampton Bays, who operates as our consultant. Please let us know of any further information you require. 4 T;/ 5 • s c• s� .A. r r .� r' .::`�s I c•�rGft c`iion Stair '* :�+� O>8350.A & \N., REDARG1' ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 �•, 11 SOII,j' Town Hall Annex �' ti0 l0 Telephone(631)765-1802 54375 Main Road 4 4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCDUNIOW,� i BUILDING DEPARTMENT TOWN OF SOUTHOLD August 24, 2015 L. Patrick & Jennifer Higgins 2 Kenilworth Drive Short Hills, N.J. 07078 RE: 410 Jackson Street, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. A 8\01-m Final Survey with Health Department Approval. ( -� 4-6) Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) 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: 38424-Z pool house, swimming pool and hot tub UIP PROPOSED DRYWELLS PROPOSED POOL HOUSE SSDS - SEASONAL USE cnsTitc GROUND �4arn MAY BASED WON SIRKr BY. P00.NOSE ROOF MEN.445 SF TYPICAL DETNLS OF CONSTRUCTION D/lat,®ROWN LOMI O. TEST LE[RENCE By. -325•TO MOWER MAY . .MDMA C.EItERS LNC SIRVEYDR POOL PATIO PAVED MEN 2.679 SP 1.A MEM p 4 NOES APPROYCO RENfORCEO PRECAST CONCRETE BOTTOM ADO ••! �*DONALD SOU N TOM 11071 6 CAST W M STREET AT 2-RAN PALL.VOLUME EOUA 5.687 Cu.FT. 3 NOR WALLS T 631.76'3.3677 PONT ROM v our a1Rwi�nar RMRICAD.NY 0901 ( 2.AN APPROVED REINFORCED PRECAST CONCRETE 6 rot TI101I SUB TOP N LAWN DATE.SEPTELBER 10.200 4j •s �/1 DEPARTMENT • RLV6[D CO RA C 20,200 hi- 63L36162181 DINT TUB AREAS BROWN CLAM SAND SC C ' t HEALTH OF E.tar 3V DEEP.CALCULATE COMPLETE PIMP DOWN 3.DROP PS LUST BC PEED AG OTNCRWBc I•gkr ATTAOEO ��,./ \''..q4,.. t NEALTFI CONSTRUCTION VOLI/R•160 Cu.FT. 4.FMUDLOW DEPTH MST BC is RROCSEC.m FENCE � (�O NOTE. POOL 5.PLOW BN/LE OR O W•T•RCOI/KD -•2.5' �/ TIE StRVEY,6 THE BEST sae.20.46.CALCUALTE 10•PUMP DOWN PPORMATION CODOERDMD EK6TNG "UM'600 CUNT, DET LS p CONSTRUCTION PALE BROWN VW SP / \ ND PROPOSED 9TE CONDITIONS L USC ONE ea 1D00 DALLON REWORDED PRECAST CONCRETE StPTE TANG ONWEWG • N THE POSSESSION OF THE TOTAL.VOLUME.1,647 CU./T. 2.USC ONC on 6 FT OAMETER.4 FT MI PRECAST CONCRETE LCAOWNG RNG DRIVEWAY ,\ OVER.OUT TIC OWER IVO 3.USE 4 NCN DIAMETER APPROVEO SEWER PRE TIROUGII UT OWERS AUTNOR180 REPRESENT. ORYWELL 9K.t3)6ODMETER 0•TALL STORM ORM POOLS 4. TIC WAST[LP C NCO TIC SEPTIC TNM MOM ENTER TIC LCACMNG RNG AS /� ,\ /� ATAES Ataxy NO RESPONS ITY TO CONTAN PROPOSED ROOT NO PATIO RUNOFF. DaOM AS POS9BLE �Ii.A/� fOW WC CORRCCTNCSS p TIE POOL AND NDT TUB WATER PUMP DOWNS. 5.Roam mom 9ULL BC COUIRSC SAND AND GRAVEL ,\ SURVEY WORMATION AND MAKE TOTAL VOLIAE 1.606 CV 6.SLABS SNALL Bt B TWEEN 0•NO 24-BELOW CANACE /, ��j 7.SOLD CONCRETE R 94ALL BE BETWEEN 6-NO 1T BELOW GRADE PULE • NO REPRESENTATIONS REGMONG MOO ARCA+1,04 SF 6.BOTTOM Of POOL 9ULL BE A IMAM OF 2 FEET ABOVE VCR SEASONAL /, / •F ENE ACTUAL SITE WOWS MOO MEA MATERIA.•GRAVEL cacuOWATER • Lea� ,\ 11UT MAY MST. AT P RAN FALL.VOWMR EOWILS.167 CULT. PR OSE PNbID A /, S" T • 3.5:1,. '\ 60X MAW COP/CENT APPLES.U2 GUT. � ,4 SIIF0.K COINTY TAX O, mem S C.II)6.OWETER 4•TALL STORM ORAN 17• NO WATER LIKOWTERLOsSOS LW y, / �� ` 1000.117.10•3.6 TO CONTAIN PROPOSED PARKING MEA RI IOP looe / O SOIL, TEST HOLE .) •) /.�,/ ..44 ik, mirk SCALEiNOT TO SCALE w ELEVATIONS REFERENCE 1929 NOM D / A FLOOD KM REFERENCES rcw INN � LEVE or-KI.plas0StO � ; E sT'- /• MAP 11018CR 36103C0501 03 PROP „�f VEG. • '- �' RA_ME. / 4,, 40414 r YTl S O[T VXISEING / ' ' STA ATIOIj •/ •Td1 MGM MGT FLOOR ,' k �/ ! __ ONG a� CLEW 24••5- FOOL SNC[ ./• i /, PPppgqNN,PATIO 1 1 mot POOL PATIO 1•SiDR1. / • • FRM D ,�qr /�� c �I /f4i. Wee 4-M.. POOL 110-00 % / FNO<ISE ,•T l J l;.1.�•I�I tl QA •� • OWLET AT WRONG " }• 'T __LS ELcv.2r•4- .. POLL[qli J / / , , CONC. 4 - ` '`..'�� Limmt E*�L^1' aIs auP /' / /' c116TNG ssos , _C _SEPTIC TANK MIT - r:��•:ice».y w.w�^ =.R e.w,-.4-v+r jl�Ri I / •• r it °,: '. [1.[V,19'•2- •alaila� Av - :a,1,TW.V.:-.,...,a,..a r-ikti"..a-1:V.P2 " ./ i�YI / • F '.1 -. Tu4 SEPTIC TANS tIUTLETI a��1fillIMI11U1:.a• O C= = '' / y tr•L`"�n " r' / , [LCV.ts'•6- ti ?: = L=' O C� w ,�♦ a �+ • c.T�.gT ' ]i!' . OP, / / LEACIING POOL NLETI �. )1". ` . •/ [.TJl.ufaer P0.[ I�CLEW •4- u w = t= OF ' 1. /BA►RE - E=OO O °(�• POOL ►40,106...' , , / /• WATLR SIi PtY Lsto K °� 41117;'. / I PFO- .1‘,464-4, -":4cr3 arfc•7.e::}w-v:;:,� c (v�v EXISTING so F[NC[ / ites,is I, 1.� ,_ :/.j.1111•1_,!110P ••• 'NLK or i• e[Vim OWAY TO ��+ BRENNAN 33•0- a°•o- a•r 6.0- ` / , ., DRJD DNG r . Or / , r'/�I� � /JP TEST HOLE �0•T PL L C ARCHITECT 1.000 ONION PRECAST CONCRETE 6•/ooT dA1ETER,.•r00T TALL Q` / I• `` fs SEM TINT PRECAST CONCRETE LEADING POOL ,.../'� ` /\ , •. ? ® SSDS DETAIL o?�° :�._ •i >'� /�! : ..\-............. o�It sc& NOTmSC,LE 1. 44 �OOVv _._..._�._ _._- -.. .__----'1 i* Jfii ':a. // -,;1°0 `pffr ,/:#• �: 2D'gNfPOpL �? PROP05L0 • • • Water Line(s) MUST Be Inspected By The ,F4 °��k��v ,1 •'i ;/• .. •/ a � Suffolk County Dept. Of Health Services. c°° r \.•'i PRDATCi LMf 4' g ;X lO4p4Call 852-57OCI 8 ours an A vanca, ;'� \x,....1 / •� IRO TM a.AB. .... To Schedule Inspecticn(s). E. 11Aa `\. /,y• `'. $ �. E.I.R. ,•. \ •• j \ , 0 444.4441 ma FROMM SUFFOLK COUNTY DEPARTMENT OF HEALTH ' '�� ' �� /• •� (RYG[LL.1..2.14D•3 ` HGGINS POOL HOUSE GSM410 JACKSON STREET MOSNEW SUFFOLK.NY SUFFOLK COUNTY EPAR•fMEN ` •yl ��I`•`a_ �'/ %01.4410 NI N./ • •\ �` - - --- - 1 11935 �< : \!� /• RECEIVED ADAC,T OF HEALTH SERVICES /' 080501 PERMIT FAIR;�' "PROVAL OF CONSTRUCTION FOR A 1a\, #4 tit �\ i :/ /t\�./• i g4®� MIS ((�� •iL\.\ #�' y / % / EXISTNNGMONO MAR 202 PROPOSED AND EOETIIANRS :� �, * �4 •� ' • % „A ' SUFF. CO.HEALTH• : aCFFICE OaT��P�AT��PSC As NOTED ®AIS ff?H,S- - ®. �S41k.•;�; . • �4p ; QY/AA/D/ri SW �P 4,s_1, �.c` l ...- T r ,'4,• ```/4 I�y AMR en SW � mow eft PB TOTAL,'! :IMUM DSDROOMS- _0----- A G'''�;\ � SITE PLAN OMMOPI STisR < \ '• DPROPOSED SCALE: • YEARS FROM DATE OF APPRO'I'AL 0 lick, AO •■ -9)..-;,..., _ - 0 5 10 20 50 100 A- 01 'aur 0�. c to, %0... MAY 2008 - I T"` I I ammo ' I I I I at tatwr'/ar 3/15/2013 Imo. . I I I e-1-. ,-1-... ,e^ I �♦ HEALTDEPARHMENi OF •ri COLRtA60VE) ._._._._._ 1 1\-Tr� I`-1_� I ,t, ' 1 j / I .�1 I I `-1 I --. I• I I I I I ?::: I I I I I I :;.I 31'I.6" I I I `:I 1 I I I ai. ;,; ,._._. _._._._.t.„.„,4.7._._._._ . hTiy.-------------- ,.. . \`—;- '/ o A-''�. N. ! Ct 'ti '1'''1( .'ii, '‘1..„A, 1. C6L.1ABOVE) ..Kre'71;t:$ ',*Ire-1 Ie i IIIIII...JJJIIIII k - - - - I` . �} F I. Y O ,- 1111 €€ PATRICK Pob� •i !,- N I BRENNAN ARCHITECT 1; �� I PLLC 111111166.1- I i e-1 / -.. :,� 1 / f 1 POOL HOUSE FOUNDATION PLAN CELLAR - �-1- / \ ' IIII SCALES JUN Mus O O L'4MW 0 5 10 20 50 100 1 1 ====UM' - I: M ) HOUSE I I I O too TRAP 1 '_ wwrrnwr SUFFOLK COUNTY DEPARTMENT OF HEALTH �-{ //- `` HIGGINS POOL HOUSE J 1 \ 410 JACKSON STREET R. .�. _._._._.S _L-_-_ -_-_-_-•}.• �.7 NEW SUFFOLK,NY COQ:tABOVE) -—-—•—•—-— ;• .:•.,: .. ..,:.= i••;e.._:. .:.:-..:c 1 . 11935 •Q A I • 11 ``- • / . 080501 1 Mt" PROPOSED : I FOUNDATION PLAN SYSTEMPTIC I I 1 1 JP1r AS NOTED //---`. /-1~ ♦ ar/araSri PB SW .L. /—' j SW r I ; / •• / worm Mo I A- 02 ROMP am, y oa. OL. CCL. MAY 2008 I I IaoIS aso.Arnar ,, I I I 3/15/2013 n I I 1 DEPARTMENT of ALTHY it+ 1840"0 , ., 1 j I I 1 I I I I I 1 I I I I I 11 li ta.. I i r Ii ow 1 '—ICE I I I . REFIiRAWEER j B AR , :1 j I--- II I I;l I &REF 1 "6 ��;,gU1Ng,Q �.�� v 4 IIICCC��1/1 .t ; y -------•—•-----• —•---•—,------•---• �,— —•-------------.—ti—.—._.—•—•--- PATRICK Poi, •. FIREPLAI I LOUNGE 11 COVERED 1 BRENNAN I IEL,24,6") II I ARCHITECT .,,,\ (DAM 0•o-) PORCH PL L C 11 I , i•-•:.•• 1 I, a. I POOL HOUSE FLOOR PLANI 1. II I O SCALE I II I ••1ul„"'. ■ mi O 1. 'iSL" R 0 510 20 50 100 ) I I I . I• -.r.v.. M I II I O arsar�o I I 1 I moor.oar SUFFOLK COUNTY DEPARTMENT OF HEALTHI HIGGINS POOL HOUSE ,�1, 410 JACKSON STREET OL.------•—•—•------ >;: --- -- F7b .—._._.---------•— .-----•------ NEW 511935 K.NY V I II TTI .b I I I 0e0501 I I I I GRou PROPOSED PLAN arm II POWDER HALL I I I ROOM 1 1 1 1 700 As NOTED II I u► P8 SW imor awiAo AO A- 03 SURVEY OF PROPERTY SITUATE: NEIN SUFFOLK N TOWN: SOUTHOLD SUFFOLK COUNTY, NYW i s E SURVEYED FEBRUARY 22, 2001 CERTIFICATION REVISED JULY 26, 2007 REVISED OGT. 18, 2007 PROPOSED POOL MAY 15, 2012 ,, a �� S PROPOSED POOL REVISION JUNE 20, 2012 ®J� UPDATE O1-08-2014 .'7p ,� Awn SUFFOLK COUNTY TAX # �' C 1000 - 117 - 10 - 3.5 �(A/CtCt g CERTIFIED TO:: s %t 1 Op 7.. .' 1.2C L. PATRIGK HISSINS � JENNIFER J. HIGGINS , 2r.;‘,.. COMMONWEALTH LAND TITLE INSURANCE COMPANY S.-4=2Pcoi , 4.44.yUS' y i Ai,ghe ,g' , i •.J'e i �� N , I 'I °P Ill4 O Q o 1�� I , y sly,f E— �. O 6 IOA• o W Z �� m &ei a'� 0-- W -, I 11 LI g !t z Q c in �—..c in (Il 49 .� 6(U ((�� _� O c _'—I Iv 1' 58 -x6(V ;III —I L -- - r- ll- esu 144• Pada O -Iy r NOJr, -J Irinl 0 FDAT l_ _2_5_4!_Nit 1.6, 0 IL L NRaft'0Q LW '"��mpi r0 ° °WI0 z 14z 6a¢s•( NM _ g.12,`� N83°4in -- - 0' op en pa I w O roe. Zy 0 s � (Y Lqto„,_ LJ , h ON „ssz°4 Bane 1 I '''''------.-.---4,F:"..',-;,-. -_______ '631-'4r4)77 Ikf 07411/0 I 'gib ist , ..4,,r, 1;1D 93 I mFo,,� S;r►�,. (Ili-0 NEW- G��Q A 6 �11�Y` Ey� ®--. lhatro uaatorolono mertion oewvey 1 I /'� 1 Q� �` A /► map WCrYg a IlcBroati lard w kl emn t r i b e PE / O ,h`�o ,,, - P 1; rolatba of ee r 4V,eVnaNle °'o the V ; !,j^ 0i V' ICI qa+York dote EGwatlm tat..' / 1 'Only carts,from the&dada'of thin turves ,-; marked Ann on 009.01 of the land curvelpen N -1 E BA Y til.',41 ,' *% stayed ectal snail be rdek/erect to be voila true O I ES: 1* (I :. copies' �ij i• :yA..r % 'Certification truncated hereon stgmfy that thio tNIN ..�..., , ,. el.vey Hoe rn oceormwe w the ex- ■ MONUMENT FOUND ..<� .:.i 4�:> p ,- kt,rg a Far Lana Eert,eye adapted ' IN on Nen York State Aseoaahon of Prof esronol A Lana Srveyo•s Sara n-WV...ons shall net only - V5I 5iki2 Jam,• .`�to;o t�a ' prepored Area = 106 85th S. F. '�`.D CA it�� ' and to the dent gency cola of tre Institution IrpbWti�Orl� -}z,.. Certifica- tions ore rot S-aroforchne to aadittonal ketitetione Area = 2.4531 Acres PROPERTY ZONE R 40, JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I I"=60' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 NM IN 111=IIIIMI REF.C:\UsersUohn\Dropbox\07\07\07-117 POOL HSE LOC.pro ma-44 O,7S/55FM aweav emee eaneeoI-ln POOL eselgav ' i i ----.=-------7---'----'- .:;.'- ------------- " .1KC,C,,:- .Gr....C .:--- D. \ FEBm1 - SITE DATA �t��„�NS. 2/2/15 SCTM# 1000-117-10-3.5 /tLTH SEVIC ” ! _ PROPERTY: 484 JACKSON STREET su F;I,rr, ,, ,e-ya`' -TE'a mg, ..' ADDRESS NEW SUFFOLK, NY ®�t m_ ,�� _ OWNER: L. PATRICK HIGGINS JENNIFER J. HIGGINS 2 KENILWORTH DRIVE SHORT HILLS NJ 07078 ' SI-TE: 106;158.-7-SQ-FT.=2-43 ACRES- _________ SURVEYOR: John C. Ehlers i- . 6 East Main Street Q III Riverhead, New York - DATED June 20,2012 F V • Z Z w WY > D o 0 LL LU , . , 1 I ittN,4 lir . i imp/ Ce o. s07<, 850-1 6 / a _� 3 Y ��' Z W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -' E _ EXISTING SANITARY SYSTEM FOR RESIDENCE I ��+ I- - EXISTING 1000 GAL SEPTIC TANK (EX 5T) ",P PROVAL OF CONSTRUCTED D WORKS FOR N - EXISTING (I) 5' DIA x 12' HIGH LEACHING POOL (EX LP) r` • ;t�LE r ,"• .� ;,;,"'.•.';° ",'; 225o"w - 0 PEs_t_ 2DY5 a,. :�.3..4`•"7:1r-i- - ,`, R-1�-J 3 0 281.19' f .. z• r te, :�r:Ci 1,�i�f st�pp9y ii;rElSf.1. 'r t; ii::;�i ii is VE b:r�r;ra caw „” • N83'43'10°W °'' .,j /L• t, by t,,,:::oseparfi►ecnt tr Qt�� ,r;r�,.+;ca ;a+:,r c,tts,d t® • J:• p o .i;=�Jii ri`(y FOR u. O w-11118 J• a 1 8 (/) - ,.E LP EX r -- a 3.20' � .,.:......_.,:�'�� TAL $t4U�OF t�L'%ts53�,,�;15. 7 �a � • • ow Cq '_ __ g " 1PEf271t ? Hilbert, ICY a�. O _ V _ RESID>=t+tG 06'16 5o W �.� 0�'' t3a1 t ;r ap;z �n�n• _ office ew nagement �O UNDERGROUND WATER �� — 382.86' / / "ns` SERVICE. EXISTItJ6 lAIATER UNDERGROUND WATER �+ - G I / HETER SERVICE 10 •rte � fri Z: /�Q 1OLP @�o POOL 3.z. Q NU.it,.NU /N Q 1304 pRIVE `Y PARKING UnnwN nY• Mj[� UT Ali:. AREA S j :• I 2 cntLntu"r TS :� Unit GREAT 12/16/14 - TERR,gcE 4 PECONIC S�n�t. 1„=50'.O„ / BAY 9NEEf IIILE 00 PI c' • N06.---------T6,-6-0,r„ SITE PLAN 659.05 r* POOL HOUSE o` Q INSTALLED SEPTIC SYSTEM I v4 FOR THE POOL HOUSE - ,� Sheet NU.: - 1000 GAL SEPTIC TANK (ST) =rO i _.m )1 SITE PLAN - P OL (LP) 4' HIGH LEACHING / SCALE: 1" = 50'-0" ,. , SCDHS AS BUILT �v 55' AI > � v CO"�'RI_Y V�/!?'H ,ILL CODES OF SCTM # 1000-117-10-3.5 SPSTONE ST TERRACE 0 DAT/ I O Z f3 B'P 7 NEW YORK STATE & TOWN CODES TERRACE LINE OF BOX FOR AUTOMATIC POOL COVER FEE: ,,rr�•� BY. EXISTING SEE MANUFACTURERS SPECS FOR - ?4! — ---�-- AS REQUIRED AND CONDITIONS OF PROPERTY: 484 JACKSON STREET GRADE SIZE AND REQUIREMENTS NOTIFY BUILDING DEPARTMENT AT -'..414P,,=01=124- nl �,�i R ADDRESS NEW SUFFOLK, NY `Q i — 765-1802 8 AM TO 4 Pfd FOR THE 81� -+ 12" : " " I FOLLOWING INSPECTIONS:TWO REQUIRED e�`',!_, Te ''' _ ► :4;;1 OWNER: L. PATRICK HIGGINS �, JENNIFER J. HIGGINS ,� ___ ._._ 3 I 1+Ay; FOR POURED CONCRETE S'� ' -�a�ll 4OUTHOLDTOWNTRUSTEES 2 KENILWORTH DRIVE ' ,(/ a �/ SHORT HILLS NJ 07078 I �::= - 1117—N— — _ WATER �.� ``� 2. ROUGH - FRAMING & PLUMBING PROPOSED NEW GUNITE7 I �dLzl'�'�S/� D N.Y.S•DE� i LEVEL ' ;�:-.4 3. INSULATION '' if\ -- "1` I 4. FINAL - CONSTRUCTION MUST CATION mAp E 1211 - SWIMMING POOL r- ,. SITE: 106,158.7 SQ. FT. = 2.43 ACRES - `^'""` BE COMPLETE FOR C.O. I I I LINE OF ;<;r�' . .; :+ �;:. ?. ,-- .,S:1 22'x55', E DEEP EXISTING I Ire r.�^ ` _ rr GRADE ALL CONSTRUCTION SHALL MEET THE [ (' �D(ATELY ZONING: RESIDENTIAL 40 (R-40) � i~ I I REQUIREMENTS OF THE CODES OF NEW ENCLOSE POOL TO CODE PROVIDE 5" HAUNCH "" � (15) YORK STATE. NOT RESPONSIBLE FOR UPON COMPLETION SURVEYOR: John C. Ehlers < in REQUIORD AVIN ONE --$1 '•" x ) BEFORE"WATER" TERRACE ONE `---� DESIGN OR CONSTRUCTION ERRORS. 6 East Main StreetTYP REQUIRED PROVIDE s HAUNCH Riverhead, New York Cl) _ „,_ .^• FOR PAVING AS -y.4.�%:aY•,. ••'-'4,,,i,:... .. .,,,:‘,-., _...,. __..; ;,-,� •`w.tr �...7. . <M. r,4:� _� DATED June 20, 2012 REQUIRED AT STONE ITIFICATION TERRACE TYP ! ;..i' ; r--1 ;...:1D CONTENT BEFORE PLUMBIN Z >- POOL SECTION G w z A :'y:;:ICATE OF OCCUPANCY ALL PLUMBING WASTE ;'!iLDER USED IN WATER &WATER LINES NEEDi TESTING BEFORE COVERINGLLU r-' ''''-'31 Y SYSTEM CANNOT0J Dry Building r: :u EEl?2/10 OF 1% LEAD. Nd G R o �%�% � > ments O Land NOw or Formerly of: SEE ENLARGED p` J •RCHARD S COLL JAMES DILL AND EILEEN DILL PLAN SP2 r ! rs:--fit -, "r ' J KOUROS RD O1\-_-_-_\ n PUBLIC WATER t° `� :'�.. _ . - o uu"•, 0 a a. IA V) OCCUPANCY OR 3 t 1111111111111i WWI' W i iz E ce ♦� S06_12'50»w Z , / 20' 281.19' \ USE IS UNLAWFUL RETAIN STORM WATER RUNOFF O F= CO 1. . ii ', 2•2 i;` `. : WITHOUT PURSUANT TER 236onill "z�' s (House Under WITi i _ TO CHAP NEW SUFFOLK AVE ,kx ':r; ,; ;; er Construction) OF THE T W '1. : ; ; :' .—.__ OWN CODE. �1bTik;<'aY"- ;j3y�i'e'C'y.:,- ia','`-y''r.',.`;tiis • • ;,, v.: . :,x,, . :�.. ,,: : of OCCUPANCY W <k =K�a':,r,. ;:1;,•'. .,,,;:.: GATE 28 ,. et ,r, _ 3 - N83'4310 W :x: a ,::' = .:';,; Land Now orJACKSONST t� ' 11 "` , :, _ Formerly of: v- 1%>: !�j.. ' �� II�� I 23.20 JAMES DILL, JR. IJ0 ic7) (/� ' :` ,4R1G % , EW 26'��'/-- '�-- 41111IIIIII; / q' �// ` 5' ` �� 38' / CONTOURS .t ,'-'/-//-;- '' / i, I, , , 4 / / / / & ERS, A C / ' \ / +24.5 _ \ IS" TREADS --_ " -_ / +24.65 0 \ SP-1 SP-1 NI =� +24.0 _ 2v5- --------- MI / // \ / +24.5 ----- ------- - ---- \ / --.+ / I / _� TW +24.65L6 14' ----------- - --- \ DW 5x8 - - - ' LOW STONE WALL TW +24.65 ___------- TW +24.65 • ��, �11 ��Nil s �� wr CONTOURS 1 I-- 1 -g i �� ■� ..' _. INAEMI.�Vi. �1 ,+ +23.0 iii MINI ENT" ' - _ _____ ,--e- \ \ IWO/ / ,• EXISTING DRIVEWAY \\ / \ , __ '"\ 0 _ p / q / < L11 SURFACE AND BASE \ /'� :: LbMI / TO BE REMOVED - T Fir CO 0 \ '" ■ \ , FILL IN WITH TOPSOIL I \- � •�I ■ % / Z ■ +23.2 23.2+ , \ 23 15+ / W Z ` I �� \\ N 1 pi ��.0'1 I III Mil (1 =RONZE DRAIN COVERS / E Ill ,,- \ - Ili W I cv BY ZURN ZB4005-55, 0J / I / ' -1- ,--� ::::1111& CONNECTED TO > mom Q - _, \ \ � \ _ UNDERGROUNDD- 7-41111aW0 ' MI \ \ 24 1 .r ._D. / \� ►'� ''�ar = IIPUTEPS INTO DRYWELLS TYPICAL - / O \- W p / \ •� �j D TO -• • POOL 5 RISERS AS SHOWN a. 111 co / ___--- / Ammar E a, / 23.03 NI 1 W z / \ / \ MAE \ I , 1 , CID/(1-6 II \ _---- 23 I'l CO ' (n W \ / _---- \ � _ \ ,► ��II ft � - W ROPOSED UNDERGROUND 24 .,-' LI SHALLOW END P r��+ Dm' - -- 06 rims re WATER AND ELECTRIC \ 3'-b" FT DEEP ---"__ / \ SERVICE FROM RESIDENCE - \ I IT ft \ - ...I 0 I-- \V / \\ 4' -/--/- \ ZS) N � I `PITCH DN - ----- 61 1 ii ■ \ I Cl)...... I ______\\:____________ 23 I LIGHT FIXTURE LEGEND 0. I (LI) UNDERWATER POOL LIGHT FIXTURE 0 0'I I _____ — 1 I (L2) WALL LIGHT FIXTURE ON STONE WALL 00 I a - -�" -_ . (L3) UNDERWATER HOT TUB LIGHT FIXTURE Z.... Lll 0 / "_ -- / ' - I (L4) LIGHT FIXTURE ON POOL HOUSE ,' -�— _ 23 - / MOW' ■ ■r I (L5) LIGHT FIXTURE AT SHOWER 2 x _-___- / -i • .■ / I (Lb) LIGHT FIXTURE ON LANDSCAPING E 24------_ _-__ 'ROPOSED STEPPING STONE / i MIMI limn --'---- ,/ _._---- �- PATH USE EXISTING ONSITE,,) ��• i I -- -___L�_ .,• Lb •�:RO r- • I COVE' BY ...STEPP, ING 5TONE51. iI \ � .N C a. O T. - --. r IEXISTING DRIVEWAY ,-- \ DR WE LS7YPIG •s 23 1 � / LIGHTE S NATYP GI ALMR OI SURFACE AND BA ETO BE REMOVED - IO / SWITCHED AT POOL I FILL IN WITH TOPSOIL / -I_ql, 6' 1 J I� // HOUSEI A I o? a ■ 1..l,LI I in 11MMITE111.11Mill I if\ / PROPOSED EW GUN I TE 1 -- I' �' IJ ! '___ \ SYVIMMINS POOLI- 1-7.-b` pi MN I \ \ _-------__----- u) ‹. . . r, 0 . mil . ---------___1 r .-- ------ — lir= 1 i I \ mo\ El -J E• o ° _ \ J. v — �__ �0 \* 01.---1-0 I w 8 2 2 \ a z u. � w. a � � M G \ i I i-- WW2 -------M _ / T -' O \ 2"x"[2 THK S ONE -------- - --- - 23 ----__ " 0 Is \ BRONZE DRAIN COVERS BY Mil Q E.-. • � LP I ZURN "zB400s-5s, \ �■ ■ I \ 2► N . I CONNECTED TO UNDERGROUND \ gm ■ ■ 1 \ Cn 1 I DRYWELLS TYPICAL I ■', TONE / \ \\ // \ \ /21-3"/\ / % p a?" THK / \ ---- ---- \ rillilliNC SL / .t \ N // \\ /�\\ \ 22.8+ ,■ .!.. _�!- 1 PIT D \ - - \\\ \�\ rs& GPA / DEEP END Y,.2 18„ \/ \\ \ �. / / 8 FT DEEP / / / \\ - \�1 z / SI-10 + +23.0 +22.5 / ST > �tAlpiirar.►'-� Ark.„,SII, � MI=� ■ �� ', LI ■ TW +24.63 \ \\ _ _ _____ --___ ---21 ��°F rvF�,y Y \ / OP- 1416 " ali " ft I lt, --- --- _ - �P q2j PROPOSED SEPTIC SYSTEM r 8 Mil Ye," II SEAT __- - - - 1000 GAL SEPTIC TANK (ST) \\ / \ _22-------- ; : : ; : ; :'+ •• ■ -■ ■ - ■ __- - ---- -- -- ° 4, # + + +' '+'+ +'■ :: ITCH DN � UNDERWATER POOL ---- -, `� --- \ * ��t , _ , 4�: - (I) 8' DIA x 4' HIGH LEACHING POOL (LP) -1------- \\ ' ;+' ;":.;�;•;� ': + + . # : # # # . + I ■ , ■ I __ _ --- - "-- ++•+++ ++ ,,, ,i,# / LIGHTS TYPICAL A- \ �'�'I' v�' , N * _ \\ --• _-.N. : :�: + # ; + a : :++ + !�1 ■ ■■■ M •■■ / SWITCHED AT POOL ---- - __--- - - _ \ NEW GUNITE 1 ... --- -----_- \\ + + ., i ` , , + # , # :;+:: : ' \ ---- ---_ ----- A 11 \ HOT TUB - --__---- +'+'+',N # ++++++'+'+'+++'+'+++;+' I ■ . HOUSE "__--- -- A . , # L -21 -IDLE I- orb ----- lir + + + .N ,#+'#++++ *+ a++ + ++,�. �i i ■ // _ ■ L3 I = �� , 350 7/I + #. ' ++##+,•,#+#,+, I 11111-1111/ BOX FOR AUTOMATIC I Imo' i • - : . : . : ++:+:+:- I( II 6 x / -_-_-"'" POOL COVER SEE _ I PROJECT NO: - MANUFACTURERS co 1304 F ,+ '''++++++i+ + x+NEK.....'.'';��i ■ Mimi Andmill-- SWIM SPECS FOR SIZE AND SWIM ■\ -.. ; ; ; :' ' ' ' I ■■ ■ / /- OUT REQUIREMENTS OUT ■ DRAWN BY: E�• . . . .+k0.'X24".•.•' +':++• �� / STONE SEAT WALL TW +24.63 , . CHECKED BY: + + +++++++ % t++ .+;#;+'+' ■ wen ""� ` -■ _ +21.5EXIST REGRADING ' ,;;:'+.•••••••• •1X+ .:.;.;++.,, + : �" ■� 2 ;.0+ TS TREE AS SHOWN -•• - DATE: + + ', #'# 10/4/13 Aiiiii + # M > # + + , , , + ++' S _-- � �% DN �i GRADING + , , + # # . + + #++ + , '+' , • ''4' ��I IDI z �� _ _ ■ _ II / tt AS SHOWN SCALE: .. _ .. * Q 'Y/it DIV / / I' / I' / I' /I I 2 1/4" — 1 - 0 ' - 11 / _____ 20 SHEET TITLE: ROP05ED DRYWELL / E„ _" ._:: + + , , ' + # + . , - _ +21.0 __ # + , ' +++'. . moo , + Pl.. ■ 11111711-- ■li MI ■� ■ _FOR POOL EQUIPMENT / -___--- ; .+.+.•.'.#: .+.+.+.•.':• I• ■ ■ �Er ■■■ ME .-- A // _-----" "IH IS ' SFT DIA x 4FT HIGH _- • +'+'+ + ++. • • • ( / _-_-21-------- __-- _ " 2 , +•:+:+'f.�.•.}. :+•'• • •'#'`'*;� �.�.�:; i I2' _ I •' 12' / _____ 12 TREADS ENLARGED • en ,104 IIIIIIIIIIRI li +•#•+;+•,�+; •: +•+•#•+•+•a•a•+• • •#,a # + a 'I 2s. ■ Nil ---�_ _ _ � �;,� -__ ___ _ --_N �, '� .5+ co POOL PLAN -- - / iY:::::::::::::::::::::::::::::::::::::::::::; + + + + + + + + . + . + + I I TW +24.63 I ( STONE SEAT WALL I I I I - _-_------ 1:: TW +24.63 2• 25 FT SETBACK �_ _ It 21 -- �— N. / ' ��// �� +20.7 - """ / 18"/ / \ --20"" SHEET NO: / C ---`\ 21 // 10' 21' f ---22' / 6' / II' / fi -- I I � // \ / -___---"- B '—PROVIDE SCUPPERS FOR M DW 4x5 I // \ EXIST SHRUB __- -_-""--"" SP-1 TERRACE - SEE DETAWATER DRAINAGE IL / RELOCATED __--" _/ � TE - ) • iC LA\\ / I DW 5x8 11(-----------PROPOSED DRYWELL -"---"" "" I , -- - 1v // FOR XSFT°,H — """"" SCALE: v4" = l' -o" FINAL CONSTRUCTION DRAWING GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Excavation and removal of portions of existing driveway surfaces 3. Excavation for a new building foundation (+1- 3 ft below finished grade), swimming pool and retaining walls 4. Construction of a new building foundation, swimming pool and retaining walls 5. Installation of on site drainage structures (permanent storm water runoff control measures) and septic system 6. Installation of underground piping from gutters downspouts and terrace paving grates to the drainage structures 7. Filling and grading of soil above drainage structures and septic system 8. Installation of new underground site utility lines 9. Construction of new terraces, swimming pool and hot tub < 10. Excavation and removal of soil for new driveway surfaces v) 0 13. Installation and grading of new driveway base �... 14. Existing driveway surface area grading Z M >. 15. Renovation and repair of existing driveway surfaces W Z 15. Installation of new landscaping plants, lawns and automatic irrigation system 2 LL! 16. Refinish of all driveway surfaces W = J 17. Removal of the temporary erosion control measures (silt fence barriers) ® 0 0 (0 LL SITE DATA it V- Soil Classification: See Site Plan a Ul u) TOP OF EXISTING Receiving Waters: Great Peconic Bay 2 PAVEMENT Contractor: N/A -- IJJ MI CAST IRON FRAME AND COVER POLLUTION CONTROL MEASURES I— 0 Z TO GRADE (14REQUIRED) — I— sIn accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment Cl) Z TRAFFIC SLAB (SEE control measures including, but not limited to, the following shall be employed during construction: pa ® ix PLANS FOR LOCATIONS) A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall ....10 (~!� remain undisturbed. 0 Z 1 , g ` i B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are O9 0 exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded ® co • J and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in o o 8 accordance with the soil conversation service recommendations. ® ® ® ® ® ® ® ® ® co ' DIA DRAINAGE C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Z Lil < in o o BASIN, SEE PLANS completed, or if construction on an area is suspended, the area shall be seeded immediately. 2 3 min ® ® ® ® ® ® ® ® ® > a. Seed preparation - scarify soil if compacted, remove debris and obstacles such as roots and stumps. w ® w FOR HEIGHT p In a ® ® ® ® ® ® ® ® a b. Soil Amendments d- ® ® ® ® ® ® ® ® ® 1. Lime to ph 6.0 < BACKFILL ® ® ® ® ® ® ® ® ® MATERIAL TO 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) Cl) ® ® ® ® ® ® ® ® ® BE GLEAN SAND c. Seed Mixtures ® ® ® ® ® ® ® ® ® AND GRAVEL 1. Temporary seedlings _ a. R e rass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) Nz b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in \Y GROUND HATER October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from PERMANENT STORM WATER cleared slopes. ors E. Sediment shall be trapped on the site and notpermitted to enter adjacent properties or public roads or drainage systems. Z RUNOFF CONTROL MEASURE Pp J p p • Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained untilN: .: a• I. 2. E, i STORM DRAINAGE RING TYPICAL 0construction is complete. NO SCALE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The w J U r-6 construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be • E Ti 1 WIRE FENCE W/ FILTER CLOTH removed or cleaned on a daily basis. M W• 0 * a o G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be g w• a N11 BOUND HAYBALE protected from sediment buildup through the use of appropriate inlet protection. M SURFACE H. Appropriate means shall be used to control dust during construction. a �• i DRAINAGE I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently N' FILTER CLOTH MIN. k FLow stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 6" i BELOW GRADE w E cleaned and flushed as necessary. \\ � \/�\ J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections /,\ / Ur \/�� must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance METAL WIRE FENCE W/ measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of of NE FILTER CLOTH AND METAL sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. ��P�E s c. s�Y°� POSTS 10' MAX SPACING K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and o• ��'� Z ,e, eta �� • ` toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as "� �` "' `-44"'r" N q j� shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically ' ` ( '� OS - cleanu an debrisaccumulated alo ��.�, �''� .� p y ng the temporary fence and empty the dumpster's regularly. �� 183�0-� &130 s,c ANGLE STAKE INTO The contractor will report an required modifications '� •; cations to the SWPPP +I ill �, / PREVIOUS BALE p Y q necessitated by field conditions or construction activities to ow i r r'rl 0 : ®� ` : % �' the Engineer/Architect for revision of the SWPPP where a ro riate. �, t t ESURFACE DRAINAGE FLOW PP p PROJECT NO: ' • 2" REBAR,STEEL PICKETS 4 . • • t tt®t OR 2" X 2" STAKES I-1/2" DESCRIPTION OF CONSTR• UCTION AND WASTE MATERIALS STORED ON SITE DRAWN BY: ` i - 2" IN GROUND DRIVE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete UT s,? k -4,. 4 FLUSH W/ TOP OF BALES CHECKED BY: - V'• " k BOUND HAYBALES (ABUT TO septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and TS ADJOINING BALE TIGHTLY) siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor DATE: ` paving materials. 'j HALEBALE TO BE EMBEDDED INTO 10/4/13 SOIL MINIMUM OF 4" AND BINDINGS Waste materials shall include demolition materials from the existing building structure, unused building materials and products, SCALE: PLACED HORIZONTALLY trash from construction workers meals and drinks. Project site shall have a dumpster that all waste materials will be temporarily NTS stored and dumpster shall be emptied weekly by a private carting company. SHEET TITLE: WRAP SILT FENCE UNDER HAYBALE AND DRIVE STAKE THROUGH. SWPPP TEMPORARY STORM WATER DETAILS RUNOFF CONTROL MEASURE & NOTES EROSIONNOSCALE & SEDIMENT CONTROL DETAILS 2 E SHEET NO: 3 r I=1 4 FINAL CONSTRUCTION DRAWING ELECTRICAL LEGEND 9 DUPLEX RECEPTACLE OUTLET o. P 220V RECEPTACLE OUTLET SWITCH 9 HALF HOT RECEPTACLE OUTLET DOOR SWITCH Orr WATER PROOF RECEPTACLE OUTLET SWITCH DIMMER 1101.1 GROUND FAULT INTERRUPTOR OUTLET ® TELEPHONE RE HIGH HAT FIXTURE 0 TELEVISION Q IA + SURFACE MOUNTED CEILING FIXTURE i( SURFACE MOUNTED CEILING FAN / IO'-O" ® •,� SURFACE MOUNTED LOW VOLTAGE SPOT "♦ EXTERIOR WALL MOUNTED FLOOD LIGHT U) 0 MI EXHAUST FAN 3y2" a SURFACE MOUNTED WALL FIXTURE 3�2" Q'-5" / W z 5P AUDIO SPEAKER // // / 2'-3)/2" / 5'-5" / 2._3/2" / 5'_5•' m Ill Y / / W J � a o ® � \ ,. , ‘ 4x4 TR. WD. POSTS CONNECTEDCO M TO SLAB w/GALV. STIRRUPS Q� ' OUTDOOR C SHOWER c— W \ = < STONE PAVING ON REINF. GONG. W z 01 • SLAB w/HAUNCH AT PERIMETER, \ d- g vv/CAST IN PLAGE DRAIN I� 1'--' CONNECTED TO DRYWELL (n W , , .74-__ - 7 Y _ � � i�l�i/ii�,ii/�j�oo�W��,�i�i��i�r r�/ice//i/��/or"�////i///ter///iioi�i�,i _I � Y+, , ots . ce — sr. . r- - C r ______________ __________t______+_ ___ u HW / :Ill / 0 (109 °I0 I ' I (.9 1 9 O i _ i — 11 _i I �� % LIN. CL. b- 1 � z 0 - -1-./' ? •,0 0 \"/1 P?A _.. (N1 0. 21=2 cf .. u i I1 / -5 , i j . dJ N 2'_q" I'_6" rN 1 , ii, / 1 TO I 1_—_...-T I 1 i I _ SHELVES `gyp �- J .... it=1„ n ‘ , ._ ____ ,__ _ _ _J L _ I " • • . / \\;21' 6 1-40- . ,_ - • i i WOOD CABINETS. 'i I _ SEE INTERIOR / 31-0" :UG /F i/ lA 1L ELEVATIONS >I = • — i �, z• / I I L n I n f , / cs •I = 4" THK. GONG. SLAB = = N Q Q = = N Q• M I I OL co / I • I I REINFORCED w/6x6, I% WWM I _Oi 0 c0 ® I � • I OT _� E. Y . . . I I ° � N It x ROOM x O � a0M I I ! 1-::.:"..: _I I— N N = N w �. z _ \ ' I 4-- — -J N STONE TIL: ON N Q Z I ` m GONG. SLAM ...• ix N D o - ,(N < I-• .¢ C•1 : af).“ / s • CO OA • . •• 0 I • 0 / 14 - - I 1 -� 2x8 COLLAR TIE e-/ . : . _ _ ,_ • • 1 I. O .. / I I ' — SANDWICHED w/2 ��Or NEwY / S" THICK POURED CONCRETE • _ ' I � _ � � 1 2x8 R.R., BOLTED I i ;N ��PS��,G'�� /, FOUNDATION WALL REINFORCED w/ 2 I _i w/(2)Y2" CARRIAGE N � '�t' ti• 4 REBAR SET 12" DOWN FROM TOP .4i3 mac. . ,�•� r �, f BOLTS I = 17 � N OF WALL. WALL TO BEAR ON 16 WIDE I ..;▪ '�; ; • O x 8 DEEP GONG. FOOTING . .. - ,_ [ . 1 _, , /,‘,w,.........= /, / /,' \ if RE I NFORGED w/ S #4 REBAR SET 2" I j = in N ��, ��s35o \�� ABOVE BOTTOM OF FOOTING. >' / I ; FREDARGN s i i STORAGE m �� i %/ PROJECT NO: • _ • . ' 1304 i . . / /i/ 1/% /, ./ / / , DRAWN BY: .. '• .; : •� . :• •� • • /%/ %r//ii%///i/ice �O/ii i/ i //iii/ii/%/i/i/%/////// �� : : .. . , . ".. . �:•�_ , .. : : °'; f � \ N / //,/ /ii, .Di,iai, � iii�;/iii/iii %/ii TS CHECKED BY: 4" //.. DATE: 10/3/13 /S / 8" 4 SCALE: / / 1/2" = l' - 0" IO'-O" / / SHEET TITLE: ELEc-r 1111 lc LAyouT lb LAN FO N ti 't' •• OR PLAN POOL SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" HOUSE PLANS SHEET NO: B 1 CONSTRUCTION DOCUMENTS ,, /\ PREFAB. CUPOLA. SEE SPECS. /\ r 1 • 4 < ASPHALT ROOF SHINGLES ON SO# I- - — — — — - BLDG. PAPER Q u) (...) I- ___ _ _ z z >- W z . E U.! W Ca 0 < I x6 PVC FASCIA w/ALUM. O It LEADER, w/I x6 FRIEZE BELOW IXn LJ a u) W E rt c-/ < I8 RED CEDAR R$ R SHINGLESI-- CO F.: to TW3432 ON SO BLDG. PAPER > - H J V) 0 z O O .... ..._ a.— - — LINE OF FLOOR BEYOND V / ____ ...._ 0 z < , Lli ' • - STUCCO FOUNDATION ABOVE GRADE - - 2 "I§ 121.1. < FOUNDATION BEYOND co NORTH 1-1 SCALE: 1/2" = 1' -0" L 1-1 SCALE: 1/2" = l' -0" ` i L J L _ J /\ , /\ dots z• r VI :• N n r o •--I Y o ° g c i 4 Z Q Z a W• 0 2 uii in c aNc �3 2W• N2A - - - I — ate• Ix6 FRIEZE UNDER OVERHANG — —\ - - — — ,S of NEpv ��P,S C. S'14/o1. mot 1' br. xti ,018350A 0 1 < Ix6 CEDAR TOP CAP. PROVIDE IxI _ f•`�• uu LI m_ CEDAR GRILLE w/I x6 BOTTOM CAP 7\ - — PROJECT NO: • 1 � n — � - - - - ' Qi — 1304 El n DRAWN BY: _ �/— TS - CHECKED BY: < Ix6 V-GROOVE CEDAR SIDING ON — TW2432 TW2432 _ TR. WOOD FRAME. PROVIDE 4x4 TR. - - - DATE: 1cn WD. POSTS ANCHORED TO STONE 10/3/13 r O w/GALV. STIRRUPS ` / - SCALE: ' — 1/2" = 1' - 0" - - SHEET TITLE: OPROVIDE L.G.G. FLASHING UNDER 7 pi imp _____ _______ \ DOOR SILL, BEHIND TERRACE SLAB J 1111 III _IIII POOL \ - - - -- �� ,' -- _ HOUSE ELEVATIONS SHEET NO: EASTELEVATION SOUTH L r' SCALE: 1/2" = 1' -0" L1 r SCALE: 1/2" = 1'-0" 0 L J L Li J . 2. CONSTRUCTION DOCUMENTS F— < Q < I x6 TG V-GROOVEIT 0 CEDAR CEILING Z Z Wmim M W — I i 0 < CENTER BEADED MDF ,Imem LL , W J PANELING, fry/BATTENS AT / ` -o / • SHELF JOINTS, w/BASE GAP, PAINTED I ._ Q Ce 0 D - , • , a. Liu co , . _ , _ \ , . \\ , ' ` ; < 12" DEEP UPPER CABINET _ SCONCE N _ _ w/INSET DOORS, p `` U W ORNAMENTAL BRACKETS ' < 3" DEEP CUSTOM MED. GAB. PRE-FAB. CUPOLA. SEE SPECS. W Z m _ mvs• - - �v� < TILE BAGKSPLASH �` MIRRORED=1- frY/2 GLASS SHELVES, (in F— DOOR CASING W Ce - - ♦ `� TO MATCH WINDOWS d ZW 1InT oaCnt �/ STONE COUNTERTOP1I 1 W <` CENTER BEADED MDF (9 c0 • i SINK J _ in ' • 1 PANELING, w/BATTENS AT J / `d ;� 6Z''\\ UNDER < 24" DEEP PAINTED \ / 1 JOINTS, w/BASE GAP (� (3) 2x10 RIDGE BEAM 0 Z ° - — , COUNTER WOOD CABINETS w/INSET c/ PAINTED 0 0 CI) o <' C > Z DOORS $ DRAWERS ) 0. (/� \�� < TRAYS 4 ASPHALT ROOFING SHINGLES ON 6 = 30# BLDG. PAPER ON 5/4" PLYWD. C.7 V ., Q \ \ 12 2EGKING ON 2x8 ®I6" RAFTERS Z 1 / in 12 2x8 DOLLAR TIE AT INTERIOR PARTITIONS, SANDWICH BETWEEN TWO ..... lam ® : A ,a 2 - TOIL T ROOM / RAFTERS, BOLTMEOLTSED w/(2)y2" , FOR SUPPORT OF SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" U) 10Y2" / lx6" PVG FASCIA fry/ALUM. LEADER, w/I x ,r 11 PVG VENTED SOFFIT $ 1x6 FRIEZE (TYP.) 1 '] EP ooz. OVINYL GLAD GLASS DOOR M Of _ju) :: . p• CEDAR SHINGLES ON SO# , r, W • J BLDG. PAPER ON 5/" PLYWD. = a mW' CC4/ Do SHEATHING ON 2x4c 16" STUDS > �, INTERIOR FLOOR FINISH ON 4" THK. • a N o 4" THK. FOUNDATION AT TOP. RE I NFORGED GONG. SLAB W M QF-• B BOLT TR. WD. SILL w/%" BOLT / Bu) u)•LUESTONE PAVING ON REINFORCED GONG. • 48". STUCCO EXTERIOR \</ �� SLAB ON GRADE .1 . ':\Y \\ \\ \Y \Y \\ \ .. ' . ' ' . . ' ' :. '... :. '. '. ' . . \ \::';' \ . .. 217/\\.ii /// // \ \ \ < .:\ \ \/ ..c .\ °F NF < / / , ICK POURED CONCRETE FOUNDATION WALL 5'c' s c. s ° (n\ NFORGED w/ 2 4 REBAR SET 12 DOWN FROM o & / \ ° ' \ \ \ \ \ \ \ \ \T OF WALL. WALL TO BEAR ON 16" WIDE x 8" ti- 4 i '`o x� r /\/\/(47:1.44-::. .. /DEEP GONG. FOOTING REINFORCED w/ 5 #4 REBAR. , . . :. f :; \SET 2" ABS, ., .,\ . . . .. .\/\/� ABOVE BOTTOM OF FOOTING. o.,, , // /A/ \i/\\ \ \ \ \ \ ' : ♦, \ \ � 01: 5p.1 'si r \\/ /\\/\\/\\/\ / s,w,,,,,,,,rfrwe PROJECT • NOTE: DEPTH OF FOOTING \\ /\\/\\/\\ /\\ /\ CT NO. 1304 DEPENDS ON NATURAL GRADE AT DRAWN BY: SITE OF BUILDING. MAY BE TS DEEPER THAN SHOWN IN SECTION CHECKED BY: DATE: ■ 10/3/13 SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' - 0" SHEET TITLE: SECTION INTERIOR ELEVATIONS SHEET NO: B3 CONSTRUCTION DOCUMENTS I