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HomeMy WebLinkAbout42315-Z Town of Southold 10/8/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40748 Date: 10/8/2019 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 14105 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 89.4-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this,office dated 1/12/2018 pursuant to which Building Permit No. 42315 dated 1/22/2018 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, FENCED TO CODE, AS APPLIED FOR The certificate is issued to Nadile,Ralph&Carrie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42315 05-08-2019 PLUMBERS CERTIFICATION DATED A o ' d i ature y�Fot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42315 Date: 1/22/2018 Permission is hereby granted to: Nadile, Ralph 62-29 82nd PI Middle Village, NY 11379 To: construct an in-ground swimming pool as applied for. At premises located at: 14105 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 89.-1-1.1 Pursuant to application dated 1/12/2018 and approved by the Building Inspector. To expire on 7/24/2019. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 $300.00 AV Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. /4' 2.1-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 141 S � '� � 1 0164) J?_ 14 House No. Street Hamlet Owner or Owners of Property: 9M TA l Jm-P/L E Suffolk County Tax Map No 1000, Section 61 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: "'./ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �® roger.richert(Dtown.southold.nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ralph Nadde Address: 14105 Main Bayview Rd City: Southold St: New York Zip: 11971 Building Permit# 42315 Section. 89 Block: 1 Lot 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MRJ Industries License No: 41853-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1 st Floor Pool X New X 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 Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: In ground swimming pool to include, bonding, control panel, 1-GFCI circuit breaker salt control unit, 1-pool pump, 1-gas pool heater,2-pool lights Notes: Inspector Signature: Date: May 8 2019 81-Cert Electrical Compliance Form.xls je"oo, �a0f SOUI�o # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 765-1802 INSPECTION [ FOUNDATION 1ST � [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE 7S: DATE r6lbeg INSPECTOR OF SO(/Tyolo * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION1-/-n �- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A DATE I INSPECTOR ho�aOF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. COMA' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAT ON [ ] FRAMING /STRAPPING [ FINAL G6i� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RIGS: = l� Ayv�- 7/w DATE ! INSPECTOR w FIELD INSPECTION REPORT D E COMMENTS FOUNDATION (IST) y -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z O H ROUGH FRAMING& PLUMBING H p r INSULATION PER N.Y. H STATE ENERGY CODE V � G FINAL ADDITIONAL COMMENTS d - - r-Ic, ncL, Tl()o i)b re& 913- 3 1 S 146 o m • � b 0 . � z d r� b H i I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,iNY 11971I -4 s of Building Plans TEL: (631) 7654802 Planning Board approval FAX: (631) 765-95021 SDrvey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Application Flood Permit , Examined ,20 I Single&Separate i Truss Identification Form i to -Water Assessment Form Con act: Approved ,20 (' Disapproved a/c Phone: pbL��� lir 6u, Expiration ,20 T-'7 I Building Inspe or JAN I ��� APPLICATION FOR BUILDING PERMIT Date /�.�� , 20 INSTRUCTIONS �— a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship'to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon:approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit slialI 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'b'uilding 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. C 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 qr 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. 1 (I-(Sigh ature of applicant or name,if a corporation) �3 4:;Innin(f Amnoe. 4kwg>tm Bygyr l? Y (Mailing address o applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesu4'! t^'YI /Uf4�1 Lf— (As f(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. 5-1 83 — H- Plumbers License No. Electridians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _I�l D� �214r'✓� �3�u�%'�cJ � ��BZ�ha t�L House Number Street �Hamlet County Tax Map No. 1000 Section gj Blockt ;� Lot 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 b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work PDD (Description) 4. Estimated Cost y�E a BV0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Storiges-_; 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth s n 10. Date of Purchase Name of Former Owners 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises f R Vit lam® Addressl#7,Zq 026v'F� Phone No.�/-7-� �33� Name of Architect l is74J SL *in4S Address{U7-L4qi,l�'0 44yj--• Phone Nojp31� Name of Contractors n &S Address L3 IF"r7jrl i Av(-Phone No. b 1-7 4-1-5-LQ o 2- 15 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF&q being duly sworn, deposes and says that(s)he is the applicant (Name o 'ndividual signing contract) above named, (S)He is the 64 tt (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 tobeforeme this day of Ta,111JO, 20J TRACEY L. DWYER NMRY-PUBLIC,STATE O nature of Applicant Notary P i lic NO.01DW6306900 g pp QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2&2 1?.7 / Acott A. Russell �os� 't-�. `]F01KMWA,`]F1E1R,_ kF SUPERVISOR �- MA\NA\G 1EI��/ 1EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 Q C� 53095 Main Road-SOUTHOLD,NEW YORK 11971 y� o`- Towno So u th o l d I 2017 � [���'Q�[� r I CHAPTER 236 - STORMWATER MANAGEMENT W SHEXT 2017 ( TO BE COMPLETED BY THE APPLICANT ) &W OF SOUTHOLD - DOES THIS PROYECT INVOLVE ANY OF THE li®I.Lt➢& Yes NO (CHECK ALL THAT APPLY A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. . Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El[3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El R3 E. Site preparation within the one-hundred-year floodplain as depicted ---- - ------�-------------en--Ff1�1�-R�ap'of->3ny wat-e-l=eou�-se:---------------- --- --- ------- ----- -- .-. - Sg ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional.Agent.Contractor,Other) S.C.T.M. #: 1000 Date NAME: _ ( l t(Nn Section Block Lot FOR BUILDING DE ARTIENT USE ONLY Contact Information 7dryrtWne NmnAYI Reviewed By: �7 - - — — — — — — — — — — — — — — — — Date: /'�acJ..�'1 Property Address/ Location of Construction Work: — — — — — — — — — — -= — — — — — a_. �1��-- A R&y V Pd,� � ® Approved for processing Building Cotrol Permit. `1A Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. '�: 1000 (Property Owner,Design Professional, gent Contractor,Other► --�„, astlFrgl CHAPTER 236 -A— te a Stormwater Management Control Plan CHECK kin NA ' �, � 15t5 Section Block Lot S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. ph-PPY g PP Date: ' The applicant must provide a Complete Explanation and/or Reason for not providing 4 �h N� �k 1 all Information that has been Required by the following Checklist! L A Site Plan drawn to Scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel Show all of the following items: YES NO; NA If you need additional room for explanations, Please Provide additional Papp a. Location & Description of Property Boundaries b. Total Site Acreage. j c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. RAWAG1E ONSiPE(CTOGNS ARjE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. rontact TOS Engineering at 765-1560 before f. Existing & Proposed Contours of the Site (Minimum z Intervals) gnrkfill OR provide Engineer's Certification g. Location of all existing& proposed structures, roads, that' tb,.drainage has been installed to Code. driveways, sidewalks, drainage improvements& utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. ' I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). tT I k. Location of proposed Construction Entrance/Staging Area(s). J I I. Location of proposed concrete washout area(s). i M. Location of all proposed erosion&sediment control measures. 2, Stormwater Management Control Plan must include Calculations showing } that the stormwater Improvements are sized to capture,store,and Infiltrate ' on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. i IA b. Construction Entrance & Site Access. ” c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach in Sti'uctul'es (e.g. infiltration basins,swages,etc.) ! DI�I�`a DEPT, I'(M l-.N(alNl.;l_Itl[ a I EP;;R 'N'l" USE ONLY Additional Information is Required. Reviewed & I I Stormwater Management Control Plan is Not Complete. Approved By: ' — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: �°���� i SMCP has been approved by the Engineering Departmei 1 - � o , Town Hall Annex Telephone(631)765-1802 54375 Main Road coax(631}765- 5[I2 P.O-Box 1179 �, e roger.richert fown.socif�o ny us Southold,NY 1197I-0959 'r OlyCOUHi'i,� BUILDING DEPARTNfiENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Nanle: n4 I n-pccS _-- Name: vt r1l a a-y1 - License No.: 4 ( b-5 J —, Address: 2�( a��• , n � /G� �� Phone No.: _ 537— -71) I. JOBSITE INFORMATION: (*Indicates required information) I *Name: ' T:D 167. *Address: Q� J�J,pj !' O�'a!� Sg7,G�12D h-, i *Cross Street: &D a& e T *Phone No_: Permit No.: j Tax-Map District: 1000 Se tion: Block: / Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ah i (Please Circle All That Apply) I *Is job ready for inspection: i YES/ O Rough in Final *Do-you need a Temp Certificate: YES/ I Temp Information (if needed) j *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect. Underground Number of Meters Change of Service Overhead i Additional Information: PAYMENT DUE WITH APPLICATION CP � '7 82-Request for inspection Form APPROVED AS N'OTED 000 ES OF DATE:L NEW Y —113VVNI COGES A R E U I R E D AWED FEE: NG NOTi-F-1"BUEILDI)�-1 BD�E-AR M��� AT SP21,P il-l"11I'1 1,31 TLl-1RIV,P-L 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 'I. FOUNDATION - TWO REQUIRED FOR POURED CONCRt'-:T-r 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. .)CPVUP-ANCY OR ALL CONSTRUCTION SHALL MEET THE -, F REQUIREMENTS OF THE CODES OF NEW uSE IS UNLAWFUL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RDIyOFF I ER 236 pUl JIT To CRpp 0%1N, CODE. p DIETRICH ENGINEERING PC D 34 LENOX ROAD I k HHNTINGTON STATION NY 11736 \ lads wa sin r..InI1N'nnmi \f; q CONSULTANTS L2 LAUR L AGNES ARCHITECT,P C NOLAUREL NY NORTHPORT NY 11768 I-lHwSv ra�16lIN6i wu5 1� I (r` �17YPICAL GRADE BEAM SECTION IIS, � —_B=�-!� ue%•..a• r'17 I a } B A _ - - -�___ I q I I P mwn a 12'ac i PROJECT I I r3 NADILE RESIDENCE q I R \ 14105 MAIN BAYVIEW ROAD d—(oxas SOUTHOLD,NY NEW POOL - i- p @1 TYPICAL GRADE BEAM SECTION PILES&GRADE BEAMS I I I a �1 PILE LOCATION PLAN O L- -�-- ————— --- a ra ------ II --- � -- --J�i�ffw�o� IIIJJJ I � IIJI / r /0 &E-00-.LSECTIDN SITED/ acau.-nr _� ECL c TITLE PILES&GRADE BEAMS PLAN 8 DETAILS CCCer e.v 5-7 Y LEGEND EXISTING PROPOSED DRAINAGE CALCULATIONS TABLE OF AREAS CONCRETE CURB O ELECTRIC CONTROL BOX SANITARY LINE S STORAGE PROVIDED FOR A 2" RAINFALL. PARCEL AREA 151,636 SQ.FT. DROP CURB ® WATER METER DRAINAGE LINE 10'0 DRYWELLS PROVIDE 68.42 CF/VF OF STORAGE WETLAND AREA 13,668 SQ.FT. - - D� WALL ® DRAINAGE INLET ROOF DRAINAGE LINE --R-- STORMWATER CHAMBERS (RECHARGER 330) UPLAND AREA 137,968 SQ.FT PROVIDE 55.5 CF OF STORAGE EACH IPPERVIOUS AREAS: EDGE OF PAVEMENT I SIGN DRYWELL W/-INLET O STORAGE REQUIRED WALKS,NG PATIOS,POOL 3,4074 SQ.FT. LAND NOW OR FORMERLY OF `� UTILITY POLE ROOF AREA: 3,208 SF ROBERT CELENTANO -OH- OVERHEAD WIRES DRIVEWAY 9,126 SQ.FT. GRAVEL DRIVEWAY AREA: 9,126 SF TOTAL 15,808 SQ.FT. -o o- STOCKADE FENCE CONCRETE LEACHING POOL LP PATIO /POOL: 3,474 SF 2/12 (1.0 (3,208+3,474) +0.2 (9,126)) = 1,418 CF LOT COVERAGE 11.5X SCTM #1000-88-2-17.7 LAND NOW IE FORMERLY MOF I BRIAN C WILLIE Ac REMICK LL -0-0- FENCE OTHER ■ MONUMENT O Z SEPTIC TANK O STORAGE PROVIDED: VACANT I w w WATER MAIN TEST HOLE _ _ _ _ SCTM 1000-88-2-17.8 �p d_ 3-100 DRYWELLS ® 2 VF EACH = 410 CF # S SANITARY LINE SPOT ELEVATION 11.5+ 20 STORMWATER LEACHING CHAMBERS = 1,110 CF - - QE Q LLJ1 31 E ELECTRIC LINE 35" E �!W • „ EKPA/VSJAN p0(,Y 7yp pA ,T VACANT • Ld TC 9.75 -�?9 5 w-��� w �-s 2 0• B.s LEAQ4/NC POOLS _ �,�� 4�� 5.2 O w Q � Z 3 ec 9.30 TOP BOTTOM OF CURB ��� �_ N __S s�s `50 -E + 5'M//V. "NO PHYSICAL POSSESSION" + 5.s + ; O m w a d' O p TOP/ 'Z6�• �- w 11.90 / 1,•)O 7.3 'llll� 6.2 / 5.2 C) Ll'M U -- w '��- 4.25 +12 00 ' \ `0 O -O O in 8 W O W J B.a SPOT ELEVATION - EXISTING _� '� ` \ �\ `-O o -O O P� �� -O ��� ---0 O�Q O V1 m - w 7- w 6.68 -I-14.33 12.08 ' V N t \ /I' S 76.58 30�w 18 0 +1656 t a. 9.5 \ 25' SIDE YARD SETBACK % AC TANK '1 d Cq r 3 O TC 9.57 \ N O� Q. _- w 18.25 16.47 E i/ 1 9.37 11.5+ y t1J.0 19.0 O 8� � I N Q� 15-41 + _ E ��` RIM 9.36 \\� 7.9 30,3' d 8.60 17.86 E ��� '> + \ O Z 0• N• m iC 9.7 O d` .3q E � -� �� 186.28 Oh 00 10.50 _O 8C 9.30 �- W 125QQ O ^ I J E RIM 9.22 7.9\ \ GRAVEL 'S �^ O$^ E 7615 8'30" W vis 1 ec 9.23 a a \ \ RIWHAI Y� \� -� R + (b t s s HEAVY DUTY CAST IRON \ A \\ \•9 / ,�, ��% e 9 I 5, 5 p 4.2 W ( REINFORCED PRECAST INLET FRAME&GRA 7E '{a 1 9' \ \ 1 I CAMBELL FOUNDRY PATTERN V y 9 ` R CHIMNEY(AS REOULRfD \ 3 �•7 As NO. 2104A OR APPROVED 'P, \ + .y Qrdo O B'D/A.PVC(SDR JS) EQUAL \ I \ 8.3 PITCHED MIN 1/8-PER FOOT FIN/SHED GRADE �QO- 10.58 �\ D1 \ �fy��• t I 1•M/N. \ .33 ' n I W 2'MAX. �tt3I ' ❑ e.z --- • O \ 0 fl r 3 Oma- \.\ �\O A ti 30 I 13 t B.Ot /./yy��I ` \\\� 0 10.0 R Jyp t 4+ U o M h . "VI Z \\ + 1Qa OrJ�f I I 4.B V/ 4- /^� I O tQ \\\ 9 B --___ 6 ' ip 6(fi. 3 t - �� PRECAST STORM GRAIN RING'S a r/ (� r \\ \ �--6.5_ 3 X t1 a V z 2 a m to®®®�m m vl W 2 ROWS A'-f2 T I m w 00 NOTES' I M REQYARGER 330 z t z m _OLL 2 N C MIN. 0®®®� Q 9.8 (20 7T7TAL) s.s D o o W N N O COLLAR i O2 O 0 'F---- 7.1 A O N t N 1 W (n �I mmm®®Ill IS mm `L F --k 7.s 1. LOT AREA•= 151,636 SQUARE FEET OR 3.48 ACRES W h ' s.6 SRTIRMWA1tR e 5 \ \ + I o 1 o tW I O ism 0®®®m m m J J N. Q + �- LEACHING Y \ t -� 7.J o f o p N .� 2. PROPERTY KNOWN AS PART OF "THE 7ENN/S COURT AND x II 2'M/N ABO£ W,) 1 U 7.0 1- CHAMBERS V 9.0 ��10 0 �� �1 � Q O I w ? 10-0'D/A. TM/CAL _ I g(q 7,s 2 BOT= 3.8 Q D►K-3 O >- I a I PLAYGROUND"ON SUBDIVISION MAP OF CEDAR BEACH PARK, QI + GRIXNOWATER ., ry (q O 59 i + O w f7LE0 DECEMBER 20, 1927 AS MAP NO. 90. r o v 1 > 101 = 6.3 /M 1 5.0 J4.4 a U n BACKFILL MA 7FR/AL TO BE4O(� U Q a 4. r 11) 1 O _I-6 t I ¢ W 4, V O I Z 3 J. THIS PLAN/S BASED UPON A SURVEY PREPARED BARRETT, �1111AINIIVGCL LfSAND S 7HANO15xAF E SAND �QO _W3O 18\ U1 0 72 1 W 0 O _OUBONACCI& VAN WEELE, P.C. OC70BER 5; 2015. O O p t 1 > O_ 51LT AND CLAY. (SILT AND CLAY (� V t2 FLAG 82 h O (!)J FRACTIONS NOT TO EXCEED SR) 3. O �J NO. .B Z + t 1� W d 4k W 0] 4. ELEVATIONS REFER 717 NAVD 1968 DATUM. I 41 O W m 9 6.0 5.a + I B2 DW-2 0 t 3 w O UNDERLNNG SAND AND GRAVEL STRATA Z2 J 0 6.2 RIM& t O Z 0_ O_ 5. PROPERTY/S W17H/N FLOOD ZONE X(AREAS OF 500-YEAR _ I O nQ /� a ' a F FLAG 0 Cl ? p r0 FLOOD,• AREAS OF 100 YEAR fZ000 WI7H AVERAGE DEPTHS OF F N� q/ 6.7 t LESS 7HAN 1 FOOT OR W77H DRAINAGE AREAS LESS THAN f " DRYWELL DETAP J 0 \ e < N4. -°o I I O/ 6 3 13 a SQUARE MILE- AND AREAS PROTECTED BY LEVEES FROM 100 YEAR I+ ' N. \ 6.bI� ; + FLOOD)AND FLOOD ZONE AE (EL6) (BASE FLOOD DETERMINED) x e W ASPHALT PAVEMENT W // 0 6- 5.4 s't 04.6 ACCORD/NG TO FEMA FZOOO INSURANCE RATE MAP COMMUNITY PANEL NO. J610JC0167H, HAVING AN EFFEC77VE DATE OF I - ; "e"' I SEPTEMBER :.: , ,.... .;t? ':"::`. O \• FLAG / /.4 25, 2009. m :i.2 ^. :c:a?••.1`�r t•:r,r�!"7 •r MIN. COVER FOR H-20 /NO. 410 RL 7ER FABRIC ''.ar,p ,•.r w, .` 'v ^ \r NO. / 3. Al5,W ..,,.;'a'„•. •".T-1s�,; 4 :� _:y�•:.°:"'�•"; 5;;�^i,'•1';.<"•:;• ; h WHEEL LOADING . /• ROW 01R'STLT FENCE/HAY BALES 1 d' 6. SURROUND/NG RESIDENCES ARE SERVICED BY PUBLIC WATER. WI o o \ e FLAG j �D FLAG s.o UM/7S Gly-GROUND DISMUBANCE RIM a X00 °°0000 , .x,000 000 ._.0 oc (� '\ NO. NO. • I FE 15.23 11 •o o �°o°°o, °p o oo°r �°o° `�'h M o 5 \. 3 +s.7 AND IXEAR/NG d- 14.5'E 7. LIMIT OF WETLANDS DEUNEA TED BY OTHERS. (SEE NOTE) I ao °oo° 0°od roc n N O a \\ \ + s 4 + A . N ��//�� N '0 000 00 0o ti M I \ I FLAG \ \ s.e 8.2 } 8. ALL IMPROVEMENTS 70 BE CONSTRUCTED/N ACCORDANCE WITH w/ e F a I °no0 0°°o� 0 0 0 00 0 ri oQ ' \ r N0. \ FLAG 5.9 6.2 I �v o h _ n n _ o -no ..no,,.o0_n ..no no,„o THE STANDARD SPECIRCA77ONS AND DETAILS OF THE TOL'M/ OF 2 W a 52 oR J6 j 6 \ No. Z SOU7HOLD, SCDHS AND NYSDEC. ^/^ j BACKRLL MATERIA( TO BE / - 2 4 CLEAN SAND AND GRAVEL �C' 2 CONTAINING LESS THAN 15X FINE SAND 64'OR 4B" fL 1.5 2 20' SIDE YARD SETBACK o 9. THERE ARE NO APPARENT WA ILII' WELLS W17H/N 150'OF THE 3 W I 5/LT AND CLAY. (SILT AND CLAY FLAG \ 22 PROPOSED SAN/TARP SYSTEM. FRACnONS NOT TO EXCEED 5X) NO. ui "MAR+SH" \ ®Y Q W y ' __ \ - 5. 6 7 OST �:c T L FENOC E 10. HAY BALES AND OR S/LT FENCE TO BE INSTALLED ALONG THE n T���e- a 7.s PROPOSED L/M/75 OF D/S7URSANCE(AS SHOW) PR/OR TO ANY � W DRYOELL �-- N 61-17-20- W \ 0.3's 6,9 �I 504- FE a FE CONS7RUC7701V AC77V177ES. 3 LIMIT OF FRESHWATER WETLANDS LOCATED BY o 2,E 176.0'E -{- 0 ,.,,,...�,., ;".� .. MIN COVER FOR H-10 �L J.M.O. ENVIRONMENTAL CONSULTING SERVICES .O o v� ,:{.;r..: . 1c•,,.'�•::e"�'ao•j!•{�:=r i'•::`:.y f�� -EFL 11. APPROXIMATE FILL REQUIRED = 4,800 CUBIC YARDS M a o A r• •;a; LOADING FLAG ON SEPTEMBER 2, 2015 ALSO APPEARS ON v� W OMNI 0 illy NO: N.Y.S.D.E.C. WETLAND MAP 6 OF 39 OF SUFFOLK D � 12 SUBSURFACE AND ENVIRONMENTAL CONDI77ONS, EXCEPT FOR x • COUNTY AS AREA SO-44. SOIL CLAS50CA770N, WERE NOT EXAMINED OR CONSIDERED AS D PART OF 7H/S SURVEY. Clq T LAND NOW OR FORMERLY OF 1J. ALL WORK, INCLUD/NG CON7RAC7OR STAG/NG AND S70CKPIUNG, � � •i Q WILLIAM & NANCY AYLWARD SHALL REMAIN OUTS/DE OF 7HE' 100' #Fn AND SETBACK AT ALL QT W N07E5. 1.STOROVED E LEACH/AL CHAMBERS AS MANUFACTURED BY ER77R, OR '� ) Q U V AY 2 3 2018 APPROVED£QUAL ALL CHAMBERS TO BE DES_LO AND CN PAVE N Q O SCsiTM #1000-89-1-3.2 TIMES 1 3 0 BY MANUFACTURER TO WITHSTAND AASEA H-_ T LOADING/N PAVED AREAS, �,•. 1T AND H-10 LOAD/NC/N LANDSCAPED ARMS,AT THE COVER CONDInONS SHOWN. / 14. SEE ARCHITEC77JRAL PLANS BY LOUIS£A. AGNES ARCH17ECT ^ 1'8 2/NSP£CnAV CO ERS TO Bf FRONDED DN EVERY 57H UNIT. ���(((��� RESIDENCE P.C. &ASSOCIATE FOR ADD177ONAL 111i TION, 2 N 68-17'20" W 682.26' j+ fes' PUBLIC WATER ' 15. STORMWATER RUNOFF VOLUME HAS DECREASECal D FROM OR/G/NAL W �- - �- - - TOWN OF SOUTHOLD 10/15 PROPOSED PLOT PLAN. (1,748 C.F. VS 1,418 CF.) " MAIN BAYVIEW ROAD DETAILS OF SANITARY CONSTRUCTION h T 1 6 a BC 10.70 ec 11.zs _ 1. USE 1,250 GALLON REINFORECED PRECAST CONCRETE SEPTIC TANK. W o/ Iv �- L -^ 2. LEACHING RINGS TO BE PRECAST CONCRETE, 8',a, 2' HIGH. TEST HOLE DATA + to 26 ec 1o�i 3. USE 4"0 APPROVED SEWER PIPE (SDR 35). p 9.5 O,1+ + O/MENSIONS L 90' 90" SEEPREcsr 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. 8/1908 '9 0^10 W J6' 52' 6YAvc1eE'1E PER McDONALD GEOSCIENCE x 0, H 205 J0.5 ND7Es 5. SOLID CONCRETE COVER SHALL BE 12" BELOW GRADE. ' 8y n 0. 24 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 3' ABOVE GROUNDWATER. (NOT CERTIFIED) W W e s t2 1J.67' 1J6Y 5/21/2018 PF ADDRESS COMMENTS e ° L' 6.33' 6.25 O 3 CAPACITY o//ons IBJ 416 cubic ft. 7.5 55.5 ''DISTRIBUTORS''" EL. 8.0 n I^ M M M CUL TEC,INC. /yam fJ X17 4/30/2018 PF UPDATE PLOT PLAN STONE SEPARA nON878 FEDERAL ROAD DARK BROWN 7° N SINGLE UL -LEVE 0.16. 6 BROOKFIELD, CT 06804 2/27/2018 PF UPDATE PLOT PLAN LOAM (CTL) 2 STONE BASE 6- 6, (203)775-4416 - _��__ 1. + w SINGLE S n-LE El 3/11/2016 PR ADDRESS COMMENTS B.5 ro+ UNIT a I N 9AICL£1OTH n-LEVEL J6/4z- se'/64' 10/27/15 AM LIMIT OF DISTURBANCE/CLEARING NOTE BROWN AND a a UNIT HEIGHT Date By Revieion 3 S/NGL£ UL 77 LEVEL 26.5' J6' GREY SILT (ML) ' UN/T CAPAC/TY(o.f) 4,65/5.10 JD-1/11.0 Tp►� u ENDING UNIT F�� Surveyed by: RB Drafted b STARTING UNIT ADD/770NAL UN/TS 180E/33DE y AM Checked by: ,6,M BROWN FINE 3' r 180SIJJOS 180//3301 1 MM ELEV 1251 TO MEDIUM RIM {� SAND (SP) + 8'19 coawcclsnwcTDGRADE 021"1� � pPA0.�n7e Barrell RN/9/ED G4ADE e' •S ,e ` 8. EL. 2.8 5.2' --- 187 - 8.6 L2 LENGTH FIRST 2 UN/75 L'-EACH AOD/nONAL UN/ BUILDING >RAfRC BEARING-I I \ 1 �I i ,, LOCA 7E DROP•Y �l Bonacci & 6.5 - T f'� G ^I...,,., �\ i UNDER ACCESS 4' 2'MAX TOP SLAB20'M/N. s OPEN/NC FOR MAX ,;s }•.'. '- V .: 20 MIN. MAINTENANCE __ Van n Wee I e/ PC WATER IN e" or7�_ BROWN FINE a �, STORMWATER LEACHNG CHAMBERS � Civil Engineers •6,MIN. ov TAT Tcw 175A Commerce Drive TO MEDIUM 6.78 � e� pPAMRP£w/ Hauppauge, NY 11788 SAND (SP) B.sa s.13 -" e b _ a�Rs e) Tcw crlanvcs N.T.S +8.93 INLET 4'SDR-JS PVC ,LET '� - ELEV j!E Surveyors /NV. 17.0 LM EOU/VALENT pyV J0.7 1 b �,OUTLET 7o tE•Apw✓c POOL 12.0' 9.00 F PITCHED M/N. /NV 10.2 e�4'&A�p-�Ply - - _ - - - - _TK T 631.435.1 1 1 1 843 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '/` Pte' 5'M/N. "��''`ACO°TR•1O� Planners E 631.435.1022 N.T.S. w--__ w 8.27 -LB'ifT AAIK - - - - - - - w w/ww.bbvpc.com MAIN rA mto COLLow 30 CM an�aTf © � Tax Map: DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 MZ 2M 0,m CONCREMZARFCTE 8'-01 X•4'-O*w 'In®M1 ®®®�1m h Certifications indicated hereon signify that this ROAD S7RUCNRE NOTES EM 129 ®®m m m - plat of the property depicted hereon was made PROPERTY • M ABOM BOT. m accordance with the existing Code of Practice 1250 GAL. SEPTIC TANK Al° for land Surveyors adopted by the New York State Association of Professional land Surveyors. SITUATE ��- BA��4A0 iWA� T ZIFlil This certification is only for the lands depicted hereon and is not certification Said rule,zoning or S O U TH O L D PRECAST CONCRETE STRUCTURE NOTES: freedom of encumbrances t I)he per s and/or entities e'AAMC PDIE11PA71CW IVR7 IAirA1V shall run only t�he persons and/or entities 1. ALL PRECAST S7RUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR S7RATA Or SAID AAD QVAIIE7. listed hQreon on bW gt ransferable to addi- TOWN OF SOUTHOLD SUFFOLK COUNTY,NY TEMPERA7URE AND SHRINKAGE, 7RANSPOIl AND TO ALLOW THE S7RUCTURE R7 tionall*soni, it iies r su ue wne7� WITHSTAND AASH70 H-20 LOAD/NG AT 7HE COVER COIVD177ONS SHOWN ON THE PLANS 8WH8 GMTARY LEACHM POOL "`_� rl� PLOT PL/�N 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL Unauthorized alteration or addition to this sur- PREPARED FOR: INCLUDE MANUFACTURER'S CER77F7CA77ON THAT THE S7RUC7URES ARE DESIGNED 70 vey u a violationdal of Section 7209 of New York MR. RALPH NADILE WITHSTAND THE LOADS NOTED ABOVE PROPOSED SANITARY PROFILE State Education Law C/O MR. JOSEPH GIBBONS Copies of this survey map not bearing the land P.O. BOX 332 J. ALL PRECAST STRUCTURES SHALL BE MANUFAC7URE0 W77H 4000 PS//28 DAY STRENGTH CONCRETE surveyor's embossed seal and signature shall NEW SUFFOLK, NY 11956 not be considered to be a true and valid co 631-298-9676 © 2016 BBV PC LM: PLOT PLAN copy VIEW: PLOT PLAN Dote Scale Project No. r Sheet No. ®1 OCTOBER 5,2015 1"= 50' A0801116 Da08\AO80111B\dwg\AO80111WS.dwg,Nadile Plot Plan,5/23/2018 9:41:07 AM,Barrett,Bonacci&Van Weele,P.C.,AS C DIETRICH ENGINEERING, P.C. D 344 LENOX ROAD \5.OT 1�-°" #3 STIRRUPS HUNTINGTON STATION, NY, 11746 e\ ® 12-O.C. (4)-#5 BARS 631-427-5540 fax(631)-470-0994 \ \ 5.OT (TYP) TOP & BOTTOM www.depch.com \ \ \ \ \\ S.oT CONSULTANTS: Q e I \\e e\ 5.OT IN LOUISE A. AGNES ARCHITECT, P.C. \ 1'-6" 4'-4" 4'-4" 4'-4" 1'-6" 162 LAUREL AVENUE NORTHPORT, NY, 11768 631-754-2950 fax(631)-261-9485 16'-0" C TYPICAL GRADE BEAM SECTION 10T 10T SCALE:y"=1'-0" ��F ! _ 10T 10T J B 1'-4" A -CONCRETE PATIO- FIN. EL -0'-4" 10T 10T _ 10T __ .� —_- _ _ (4)-#5 BARS — - - - - - - — - TOP & BOTTOM \� L GRADE BEAM (TYP) #3 STIRRUPS ® 12"O.C. s ' I I I I 10T i' / PROJECT: E T C . ac. 10T / / I " e / for=' I tOT / NADILE RESIDENCE i " ;;::.;.:r` o b 14105 MAIN BAYVIEW ROAD o - 1 T r, <` ?' R38 _ — _ — W OF HOUSE 55 > SOUTHOLD NY PILE ,or 1+M OT T✓ FI r O / 1 / Ir :I 1 d. NEW P Y°f 00L p" / L GRADE BEA1 SECTION PILES & GRADE BEAMS i I <� D (K�SCAL�E/ .-0.. , I PILE LOCATION PLAN _ I / I SCALE:,6j'?!-: 3 / Ea Q 30' MIN.. 9'-0" MIN. INSIDE ARC INSIDE ARC. N N ,N O ` V EL -0'-8" �a Q r _ 40 40 T GRADE BEAMo \ i i EL. -2'-8 -' E . ?'-8" �n T GRADE BEAM is EL. -5'-8" -T GRADE BEAM EL. -6'-8" a \ EL -6'-4" ._.__ --- T GRADE BEAM -____ -____ - - -" JIn EL -7'-0" —T/GRADE BEAM �- GRADE BEAM (TYP) EL. 6' 8 aN ASSUMED POOL DIMENSIONS / n (TO BE VERIFIED) g o �r ��t4 i l'p Q D POOL SECTION � ` -- SCALE:yE a Ii0 O u ! DATE REVISION BY 0 P NOTE: 41 Under N.Y.S. Education Law Sec 7209 Sub. 2, it is illegal for any person, q !' " O ' NE direction of a LICENSED ��` �F}� E unless acting under the o SITE PLAN Professional Engineer, to �� `K alter any item on this Q S € material in any way. If any SCALE: 1"=10' item is so altered, the Professional Engineer12 who so alters or who m � ` W -' directs another to so alter, " ¢ $ ! 4` shall affix to the items his seal and the notation 0-0671 "altered by" followed by his signature, the date of 0FESSta� G the alteration and a v specific description of the alteration. Y H A U TITLE: Y N O PILES & GRADE BEAMS PLAN & DETAILS 0 DESIGNED BY: DRAFTED BY: CHECKED BY: SHEET NUMBER: i a KHD CGC KHD h SCALE: DATE: PROJECT NO: S-1 AS NOTED 12/2017 16035 Y DIETRICH ENGINEERING, P.C. I 344 LENOX ROAD B HUNTINGTON STATION, NY, 11746 i 42'-0" 631-427-5540 fax(631)-470-0994 0'-6" V-10%6" 5'-10 16" 5-109116" 5'-10%6" 5'-109/16' 5'-1016" 5'-10 16 0'-6" www.depcii.com i 1 o CONSULTANTS: i - T1 [FT i i { i A \ :r 0 N I I I I I I I I I I I I rn l I I o I I 'CD 1 <n I , M .- PROJECT: #4 BARS 0 6"O.CIJ H . NADILE RESIDENCE o B 14105 MAIN BAYVIEW ROAD A PILE CAP & GRADE BEAM PLAN SOUTHOLD, NY I I ( SCALE:y 1 I 24'-0" 29'-6" 22'-6" NEW POOL - - - - - - - - - - - - - -- PILES & GRADE BEAMS 1 n r1 ' 24'-0" L I I D a #4 BARS #4 BARS o N gig / 0 12'0.C. 0 6"O.C. 0 e J N 11 3 STIRRUPS W (2)—#6 BARS 'r " °C " TOP & BOTTOM v 0 12"O.C. V ." < PILE CAP D Z SEE DETAIL C a 19 a 1 \ 5'-9" 5'-9" 5'-9" 5'-9" o SITE PLAN Q SCALE: 1"=10' 23'-0' 0 I N O O 4. I O 0 j B TYto PAL IC=1'-0GRADE BEAM SECTION SCALE:Yz" " a i a o 1 2'-6" z 2'-6" n O J'4 EARS 0 12-O.C. f4 BARS 0 6"O.C. 05/15,2018 ISSUED TO BUILDING DEPARTMENT KHD O I 02/16/2018 REVISED POOL LAYOUT KHD i 18 TON PILE 01/26/2018 REVISED BUILDING SIZE KHD n E 0 01/22/2018 GENERAL REVISION KHD N CD 3" CLR. (TYP) - 12/22/2017 POOL&GRADE BEAM LAYOUT KHD o, / . DATE REVISION BY t0 N N / 3" CLR. (TYP) (2)-#6 BARS NOTE: TOP & BOTTOM Under N.Y.S. Education r o_ Law Sec. 7209 Sub. 2, it 'wI °c I3 STIRRUPS is illegal for any person, (G 0 rfi m 0 unless acting under the N Y 12 O.C. Edirection of a LICENSED o (3)—#5 EACH WAY " Professional Engineer, to o, 2 CLR. TYP after any item on this 'k / E material in any way.If any 18 TON PILE item is so altered, the f o Professional Engineer W E (3)-#5 EACH WAY / who so alters or who ° I directs another to so after, lI shall affix to the items his �A 07061 111 seal and the notation 'altered by" followed by q�"�'Ess(QNP� 1 e o his signature, the date of v the alteration and a TYPIC�LPILE CAPPICAL GRADEBEAM SECTION a�tion.ific escription of theSCALE: 1"=1'-0"SCALE: 1"=1-0TITLE: DDAM[ � O PILES & GRADE BEAMS f,,W 2 3 2018 PLAN & DETAILS SPECIFICATIONS: 0 p;� ,.4.i,:y ar..'i+%t.�t"" DESIGNED BY: DRAFTED BY: CHECKED BY: SHEET NUMBER: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. PILES SHALL HAVE A MINIMUM WORKING BEARING TOWN 01ti SOUMOLD KHD CGC KHD L CAPACITY OF 18 TONS PER PILE,. SCALE: DATE: PROJECT NO: S-1 m AS NOTED 12/2017 16035 - 1 llll 41 it a DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON STATION, NY, 11746 I 631-427-5540 fax(631)-470-0994 ;I www.dcpcli.com i t� CONSULTANTS: i tl EL. —0'-4" ai EL —01—8$$ ED BACKFILL COMPAC i APPROXIMATE LINE OF POOL ,� � � . . • � ' . : . . PROJECT: P. NADILE RESIDENCE n c' 14105 MAIN BAYVIEW ROAD . .• .. . . . . .. SOUTHOL D, NY MAX. POOL DEPTH • 24 EL. —6,-8„ NEW POOL PILES & GRADE BEAMS 4 .BARS - . 4 .BARS . # # o t T/SLAB @12O:C: ` @60.C: ` EL —8'-8„ 0 T7GRADE BEAM N - V7 EL. —g,-2„ 0 CD _ m w a 0 i i J C �. O U M N T/PILE CAP N Q .. 3 EL. —11 '-0" 4 M O (2)—#6 BARS #3 STIRRUPS TOP & BOTTOM @ 12"O.C. N j F PILE CAP F _ SEE DETAIL C g I tn M O , f7 f „ , fl f 5 —9 5 —9 5 —9 5 —9 05/15/2018 ISSUED TO BUILDING DEPARTMENT KHD I O 02/16/2018 REVISED POOL LAYOUT KHD do • I 01/26/2018 REVISED BUILDING SIZE KHD a E , „ 01/22/2018 GENERAL REVISION KHD j 23 —0 N N 12/22/2017 POOL&GRADE BEAM LAYOUT KHD a I, DATE REVISION BY m a NOTE: w Under N.Y.S. Education M Law Sec. 7209 Sub. 2, it ` O~ E is illegal for any person, ` m unless acting under the 0 direction ofa LICENSED �/ E (Professional Engineer, to alter any item on this * E I material in any way.If any E POOL SECTION item is so altered, the G B (Professional Engineer t • < W E who so alters or who W ° SCALE:1"=1'-0" directs another to so atter, _ 0 seal and the notation �, o shall affix to the items his �A 07067'] �� o 1 "altered by" followed by 9pf'ESSIONP the signature,his he alterationand a o specific description of the N alteration. in v ,I TITLE: M s 0 O a' POOL SECTION 0 J O O O DESIGNED BY: DRAFTED BY: CHECKED BY: SHEET NUMBER: KHD CGC KHD SCALE: DATE: PROJECT NO: S-2 m 9"1 AS NOTED 12/2017 16035 i I