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HomeMy WebLinkAbout29002-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29460 Date: 05/22/03 THIS CERTIFIES that the building ADDITION Location of Property: 26342 MAIN RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 4 Lot 8.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 26, 2002 pursuant to which Building Permit No. 29002-Z dated DECEMBER 12, 2002 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 ADDITION (DINING ROOM) TO EXISTING CLUBHOUSE. The certificate is issued to NORTH FORK COUNTRY CLUB (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PENDING 05/14/03 PLUMBERS CERTIFICATION DATED N/A 1 c thoriz d Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29002 Z Date DECEMBER 12 , 2002 Permission is hereby granted to : FORK COUNTRY CLUB NORTH PO BOX 725 CUTCHOGUE,NY 11935 for ADDITION ALTERATION TO EXISTING BUILDING AS APPLIED FOR WITH TOWN PLANNING BOARD APPROVAL at premises located at 26342 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0004 Lot No. 008 . 003 pursuant to application dated NOVEMBER 26, 2002 and approved by the Building Inspector to expire on JUNE 12 , 2004 . Fee $ 247 . 40 �7 Aut rized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 1 9 TM 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 $25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 5"� ( 4 New Construction: Old or Pre-existing Building: (check one) Location of Property: cq, A 2 h-lA o-� y-r GEe c�(S 6 House No. Street Hamlet Owner or Owners of Property: t loF 'int( 6-2-IK Suffolk County Tax Map No 1000, Section `� Block Lot 3.3 Subdivision Filed Map. Lot: Pennit No. Z Date of Permit. / 2-112- 6 2-Applicant: MG4 IW (GMK (j%) /r" G(,,)S Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ (-Q,ke—631 .3 D Applican gnature co 9-0'9Vt 0 DrrJr�cnrJ00@ncnr�rJoncnrlrJ �rPrJcnrJ�rJrJ@r3jrJcnr�rJ�cPclnrJ�rJ�i.Pr_frJ�rJ'cncnr PLPrr PrrJ�rJ�r.nr��l o 01 'ri C5� BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 55+ 5 G &S ELECTRICAL CONTR. MAIN ROAD NORTH FORK COUNTRY C 5 f5D BOX 215 MOORES LANE e 5 SOUTHOLD, NY 11971, CUTCHOQUE, NY 11935 C e�5 Located at MOORES LANE CUTCHOQUE, NY 11935 5 7� Application Number: 1119997 Certificate Number: 1119997 SSection: Block: Lot: Building Permit: BDC: NS11 7C Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: �5 5 First Floor,Outside, 5 5 55 55 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 19th Day of May,2003. 5 5 Name QTY Rate Rating Circuit Type hCJ 5 Alarm and Emergency Equipment 5 Combo Exit and Emergency Light 1 0 5 5 Wiring and Devices 5 LJ' Receptacle 5 0 General Purpose 5 5 Switch 2 0 General Purpose rCj 5 Fixture 10 0 Incandescent 5 5 Dimmers 3 0 5 5 Receptacle 2 0 GFCI 5 5 5 5 5 5 seal 5 5 f5+ 5 I of I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 rJrJ�rPcJ�rJrJrPrJrJrJrJrJrJrJrJrJrJ r1cJ�rPrJ�r�rJrJ acPrJrJ arJr�rJr�rJr�rJ�r PrJ arJ�rJ arJr PrJrJrJrnrJ�PcJrJrJrJ�rJ�rJrJrJr�rJ arJrJAU ar�rJrJ� O BUILDING oma. INSPECTION FOUNDATION iST [ ] ROUGH PL6O. [ ] FOUNDATION ?JiD [ J INSULATION [ 1 FRAMING [ ] FINAL [ ] FIREPLACE t CHIMNiY REMARKS: 711,07.0 24L AV DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNpEY REMARKS: 77 f C DATE 4/ 7 /()3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOU ION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY REMARKS: ©T � ` DATE 2110 119-3 \ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION ( FRAMING [ ] FINAL [ ] FIREPLACE & CHIMN9Y t REMARKS: cf DATE ✓ � � �� INSPECTOR 76 AW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROU BG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C_ tj DATE J INSPECTOR L M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: zU4 c= DATE D� INSPECTOR FOUNDATION(IST) FOUNDATION(2ND) i WA �Af._ �►ii - 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Z y 0 02 Check Septic Form N.Y.S.D.E.C. Trustees Examined 1.,-112- ,20 01. Contact: Approved 12-112- 12002- Mail to: Disapproved a/c Phone: Expiration ,20 7 Building Inspector * 6 4'10F APPLICATION FOR BUILDING PERMIT Date 120 -- - _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 r tions, and to a t authorized inspectors on premises and in building for necessary inspections. 7 gnature o r name,if a corporation) 52,,f-0 /YID,,, lPol G� �o , (Mailing address of applicant) State whether applicant is owner, lesse agent chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises No r lry /or li Coyn )`/Y C/f/a (As on the tax'roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �p 1. Location of land on which p oposed work will be done: c% Main fivt I Mooros Gana G���LioSyG House Number Street Hamlet G County Tax Map No. 1000 Section 1061 Block 4 Lot --4c- Subdivision Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended us�e and ocancy of proposed construetiop: a. Existing use and occupancy P"V4 4- caf h/ e-1107/ b. Intended use and occupancy p/5-r 1G 0/-0/)p aoO 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I l�oeo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units--NAPNumber of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IQers�s�rrn 7. Dimensions of existing structures, if any: Front f SQ, 2 Rear )34,2 Depth 12 4, 2- Height Height f 20 Number of Stories 1 Dimensions of same structure with alterations or additions: Front /S 4.2 Rear /,54:2 Depth 12 4. 2 Height , 2G Number of Stories / 8. Dimensions of entire new construction: Front 15- 4 , 2 Rear l S 4.2 Depth l2 q ,2 Height f 2 D Number of Stories 1 �1 9. Size of lot: Front 855-6 Rear J 5.2'7 Depth '18 76 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_X_Will excess//,fill be removed from premises? YES NO_ 14. Names of Owner of premises iyo/A► Xlk 44,vAl 4hress Main NO( Phone No. Name of Architect SoulerNA p/an 44:r z< Address 32645 Main /'Ps( Phone No 73 4 -10/ Name of Contractor 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 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. STATE OF NEW YORK) SS: COUNTY OF ) / RO 6 fir GAG,n of 24- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named; (S)He is the 4,5-e,q (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 efore me Suez �l da of 1 U1j up g yPt s WFARY p0 NO Yak On. of PAZ Applicant PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �Q� �G P.O. Box 1179 Chairman = �� Town Hall, 53095 State Route 25 o - Southold, New York 11971-0959 RICHARD CAGGIANO W I? Telephone (631) 765-1938 WILLIAM J.CREMERS O Fax(631) 765-3136 KENNETH L. DS MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD 2 j _. f � J MEMORANDUM 436 a 100.2 Ll- Date: Date: May 30, 2003 To: Michael Verity, Principal Building Inspector From: Bennett Orlowski, Jr. Chairman of Planning Boardx-A�. Re: Site Plan of North Fork Country Club Main Road & Moores Lane Cutchogue, NY 11935 SCTM# 1000-109-8.3 Zoned AC In reference to the above, this is to inform you that the site plan requirements have been satisfied for the addition to the main club house. Thank you in advance. Cc: file PLANNING BOARD MEMBERS eRC'i BENNETT ORLOWSKI,JR. P.O.Box 1179 Chairman Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO �� • ! Telephone(631) 765-1938 WILLIAM J. CREMERS O Fax (631) 765-3136 KENNETH 1.. EDWARDS MkRTIN SIDOA. PLANNING BOARD OFFICE TOWN' OF SOUTHOLD MEMORANDUM T: Michael Verity, Principal Building Inspector F: Scott Hughes, Senior Environmental Planner R: North Fork Country Club Main Road, Cutchogue SCTM: 1000-109-4-8.3 D: 21 October 2002 The Planning Board discussed this project at the 15 OCT 2002 work session and has determined that no site plan is required to hard-enclose the two currently tented outside grill areas. C R E' E K ' 104£'.H7 W E S T line (scLO ovev-a!/map) . 22��" Area fl07- 217.)*. ' . _ /5,075 sq.fd: (0.3% Ac) \�fV' ,----L.� 576.04 , q,4 p m9. - GougEA �i ___ �=�'� ¢ •m� ,- e � J �\ 'Alp N M r, MEADOW LANE N' t5 y S.15'0/40'W. ' •0� 20.55 ___ _ W i° Herzee °� 0 FAI¢WAY FA2M5 jc e. 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Nails eurvoy lagvlolatlon of • New YOM51W L ¢sauan n.dw. �F MEly 4 AND //�/ i.olaa 0,Of,smdinkdadw m �TGO yU-fGtioC,U6 !19'�Jr � � F(GH( vCE+ /CSO(SE42� u�bosaea seat•helingtbmeiWtlRetl N.Y. a wdvdua eruct cPPY. AREAS -- AT eea,nm de mac.mi Nevenehel,un Surve[�ee/ Au !6, 1993 . to the Paregn Mwlwm Na eemey e eS ¢ ! 9• L) HOGClE �s Prepared,enO on hN Mhell to Ne No isascxe ° 2ot�er5 lend wmpanyen Usimenereonnd mtl Pry �� J00 ICe VANW _ TowN OF S(7UTHOLO N•Y lending asspne,o of Me dna "e° soP NFGG , to the asslpnace of Ne net MapinaJ- Exisftn 99.+42 Ar- , IOD� s4'f [.Von mes are not lenplp..nd * S(O {' to onen. lgnel lrsnuWns qr duhsequent "Sed La 9` dwnerd. L(censed Lead Survayo.-s �� � $uffplk C,ounfc� Tox Mep'Designation: Proposa�f: 99.'7los Ac. 41 , 025'sq.ffi. Scala : 200 ,-1„ Gr�enpori- ' ,� NewYorb� G: � '1 1000 '109_- 4 - 7. 1 rrogars i0, 00 2666 -6 DENSITY CALCULATION ALTERATIONS & ADDITIONS y ORIGINAL APPROVAL 175 SEATS x 15 GPD/SEAT = 2, 625 GPD APPROVED ON 128 ACRE PARCEL TO THE Y °m c+ DENSITY COMPONENT = 128 x 600 = 76, 800 GPD ALLOWABLE NORTH FORK w , Ierk`L r ,, SUBJECT PROPERTY TOTAL ALLOWABLE FLOW = 76, 800 GPD ACTUAL DENSITY FLOW COUNTRY CLUB 175 RESTAURANT SEATS (EXISTING) 1 175 SEATS x 10 GPD = 1750 GPD 4l��}�ppyy 2 Si 50 NEW RESTAURANT SEATS VSA 2C.�fe��,MAIFUL ]�A ROAD � � 50 SEATS x 10 GPD = 500 GPD �`I s�(J� CERTIFICATE KEY MAP 3 o TOTAL ACTUAL FLOW = 2250 GPD SII I�4�,( UPII�CY CUTCHOGIIE, N.Y. 25 ) 2250 GPD < 76, 800 GPD :. OK �002., SANITARY WASTE QRDERVRREQUIRED ERTIBCAIE S.C.T.M. # 1000-109-4—P/0 04 REQUIRED ACTUAL DESIGN FLOW - SUBJECT SPACE REVISIONS DATE; R0 175 SEAT RESTAURANT - 10 GPD/SEAT = 1750 GPD 24 ` 50 NEW RESTAURANT SEATS - 70 GPD/SEAT = 500 GPD S.C.D.H.S.RE-SUBMISSION 9-16A2 1' \ KITCHEN WASTE S.C.D.H.S. RE-SUBMISSION 10-22-02 26 ACTUAL DE51GN FLOW - SUBJECT SPACE / O 175 RESTAURANT SEAT SEXISTING - 20 GPD/SEAT = 3500 GPD 1� I 50 NEW RESTAURANT SEATS - 20 GPD/SEAT = 1000 GPD J1PPR049F14 /1'6 i1G'dC.6o TOTAL RESTAURANT SEATS - 225 SEAST x 20 GPD SEAT = 4500 GPD DATE: / o B.Pk o c+oimo rvuw _ _ FEE: L ) "yl- BY/ i4•G , ACTUAL DESIGN FLOW - SUBJECT SPACE NOTIFY 765-1802 SLAM TO DING EPPM MENTFORTHE/T) 225 SEAT RESTAURANT - 30 GPD/SEAT = G750 GPD FOLLOWING INSPECTIONS 7 FOUNDATION DCONCRETE REQUIRED PROPOSED SANITARY SYSTEM DESIGN FOR 2. ROUGH - FRAMING & PLUMeINf, GREASE TRAP - EXISTING GREASE TRAP TO 6E REMOVED 3. INSULATION - INSTAU_ 12-0" DIAMETER x 5-0" LIQUID DEPTH GREASE TRAP 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. 11L1/ - SEPTIC TANK_ 2 DAYS FLOW = 6750 x 2 = 13, 500 GPD ALL CONSTRUCTION SHALL MEET i EXISTING (2) 10'-0" DIA. x4'-0" L.D. = 9760 GAL. CAPACITY THE REQUIREMENTS OF THE N.V. \ !a:1 DIA. x5'-0" LD = 4000 GAL CAPACITY CODES. NSTATENOTTRRESPONSIBLE ENERGY NEW (2) 10'-0" FOR i 9760 GAL. + 4000 GAL. = 13, 76C GAL. CAPACITY DESIGN OR CONSTRUCTION ERRORS p,snN°reo snor \o\ ° nw P ° LEACHING POOL (3 RINGS) 8'-0" - x 4'-0" HT = 301 S0. FT. SIDEWALL AREA i' EXISTING CLUBHOUSE 1 DAY FLOW = 6750 GPO/1 . 5 Gl'0/SO FT. = 4, 500 SQ. FT. NN Flooe etEv +3o a „ !a` �! ° !\Pl (6) 10'-0" DIA. x 9'-0" L.D. = 1697 4 SQ FT. - EXISTING (10) 10'-0" DIA. x 9'-0" L,D. = 3016. 8 SQ. FT. -- PROPOSED S.C.D.H.S. APPROVAL STAMP 1697. 4 EXISTING + 3016. 8 SQ. FI -- PROPOSED = 4, 714. 2 SQ FT \ wr nr IJILI W fNIS,T.TO VE DEM' xv ° •/ ipspi lfFCMO CD IJ_I �G\V\1 f PIPIPLCD'NI NCWxlv PA Z 23 \ Lu r-_20 2' \`,\ BOULEVARD 5 3 PLANNING EAST, P.C . FRCV TE 2a _a 3 v pi�.9' 10 4' b� \ EXP 1 NLP � 1Ds' N N � 1 / o ARCHITECTS ENGINEERS NLP /' \ \ 1 EXP 1 MAIN ROAD 7 0' \ NET, ', CUTCHOTCAOGUE, N.Y. 11935 Telephone Fax 14 LEGENDN \\ ,\ NLP 631-734-2011 516-877-0439 TG - TOP OF GRATE [LIV. \V-\ NDP — o) (CATCH BASIN) _ _ — EXISTING CLUBHOUSE Internet: www.blvdplan.com N \'�.,-1\` / ESD i ELF CL CENTER LINE OF STREFI 4s a NST ELP \ FIN. FLOOR ELEV. +30. O' EXP / TC - TOP OF CURB ELEV. / Nsr o 72.5- EXIS FING SPOT ELEV. o -\1 EDP / NLP m � GNAN PS AND SPACRCATIONS All DISIRDY6M9 OF SIRWCR EST - EXISTING SEPTIC TANK 1 , 7 - 23'S ` � m AXI: TEE "mP1RW or 90 mPW0UNGa P.C. FLP EXISTING LEACHING POOL - �- - --- Nsr O NST - NEW SEPTIC TANK o N5T DATE: 5-16-02 NLP NEW LEACHING POOL ?,. 1' y \ FxP 1 EXP - EXPANSION POOL FRo oP sE `y� a Cy�� q T o 1 O' r 9 ' T 7 '1,.0 �' DR. BY: R W L o GRILL ROOM - ' / 31 A_�" I/ \ ELF EXTFNSION - -- - /72.5 --- -- — " r/ ��� o NG7 SCALE: AS NOTED PROPOSED � '1 t �tv7V --- C /GARDEN ROOM \ O ° AREA OF EXISTING CLUBHOUSE - 12150. SS.F. - - TXRAP ITO BE�REM ED ` � O EXISI114G CONTOURS n j' W — _..__ _ W - / 5. Y V NLP �. NLP o CHKD: J.S. y AREA OF PROPOSED CLUBHOUSE ADDITIONS 1120. 5S.F. // ; _O NLP ON y;` EXIS FIIJG WATER SERVICE / 1 0, 6 REPLACED W/ NEW'- O� �°� NEW GAS SERVICE r'\1(9) #) '- (SDN) `1 PARTIAL 'ITE PLAN NEW OPEN C.I GRAIING NEW SOLID C.I. COVER SCALE I" = 0INEW 8'-0" DIA. STORM DRAIN PARTIAL SITE PLAN PROJECT NUMBER SHEET NUMBER f SCALE I" = 20-0" j 0225 1 o1 V"kn ALTERATIONS Q Q & ADDITIONS TO THE NORTH FORK 0 o COUNTRY CLUB cv MAIN ROAD t 9 oCUTCHOGUE, N.Y. S.C.T.M. # 1000-1094-P/0 04 REVISIONS DATE; FEJ fY19PNG MLVv IDcflli V.[ICM K I[N v^I I^^YJ' 0 n V v O NO WORK IN KRCHHN O �v 0 0 0 ,resIMM12 0 V V O >nacww cow*RaQM Mews snovta Ween xey¢e nnR cnuesaruc - nmel cumin Y' .mrc wpMSx,r roiwr rccwi IN.YAfw�IDSSR NOGM M[N9 iOILLT NOOM w�Mexs roan RLpM vaMens rwnn rxM BOULEVARD PLANNING EAST, P.C . ARCHITECTS ENGINEERS rnncr xuxrervs ramueR uwM 32645 MAIN ROAD CUTCHOGUE, N.Y. 11035 Telephone Fax 631-734-2011 516-877-0439 Internet: vvvvw.blvdplan.com ie�8! P11N8 IND MCpCIWM AN NID1'RIII@IT2 OP !�lW41 IND YR m PDDPmT or waw1 P�C ti1lf P.C. RIPRDIaamm 1111E BR PBOJ•YCIf180. ,�Ec+ffo DATE: 9-16-02 DR. BY: R W L 'G?n SCALE: AS NOTED ly CHKD: J.S. FIRST FLOOR KEY PLAN °R '1 SCALE 118" - 1'-0" "_ _ - - -_ - - __ • WALL TO BE REMOVED WALL TO BE REMAIN NEW WALL CONSTRUCTION PROJECT NUMBER SHEET NUMBER 0225 3 I: _... 5t COMPACTED FILL ALTERATIONS A. MATERRIALS & ADDITIONS 1 . FILL AND BACKFILL MATERIAL OBTAINED FROM ON-51TE CUTTING OR EXCAVATION OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION 51TE (BORROWED) SHALL BE CLEAN TO THE a _ ?s'4' SAND, GRAVEL, EARTH OR A MIXTURE OF THESE CONTAINING NO ORGANIC MATTER WITH A NORTH FORD MAXIMUM SIZE OF FOUR INCHES. 2. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR "BANKRUN" GRAVEL FROM SITE OR SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED A SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE COUNTRY CLUB MINIMUM BEARING CAPACITY TO BE TWO TONS PER SQ. IT. 2 a B. COMPACTED BACKFILL ---------- ----- ------- --- -) ' 1 . PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLS AND FOOTINGS HAVE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER MAIN ROAD ----------- -- __•______ ___ _____r ITEMS BELOW BACKFILL HAVE BEEN TEST APPROVED. NEW CRAWL sPAce CUTCHOGUE N.Y. w w -VENT WY IN5ECT 5CREEN 2. BACKFILL AND FILL TO NEW SURFACE GRADES AS REQUIRED. IF SUFFICIENT SOUND ' PIN EX15TING POUND. To N AND APPROVED FILL MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS 15 REBAR Q I G.O.C. VER N - w - - A GROUT 5DUDWEPDXY GRUT XI e xlO TO REQUIRED GRADES, PROVIDE SAME. (TW. ALLLOCA,I°N5, 4 ` 6 S.C.T.M. # 1000-109-4-P/0 04 6 mlg mlg 1 3. FILL SHALL BE CONSIDERED A5 SATISFACTORY BEARING MATERIAL, THEN PLACED - 5 4'STO WT 5TEELFIVE - qw 4'5r( W. 5TEELPIPE IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: to ¢ COL. TO REST ON N Q COL O RE5T ON L-- d 2'-0'x2'-0"x I'-O"PC FOOTING 2'-ON; -ON l'-O' P.0 FOOTING A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE / SHALL BE STRIPPED OF ALL ORGANIC GROWTH, WOOD, RUBBISH, REVISIONS DATE; 2x O F.J i 2x O F.J 12x 10 F J. @ IG oc j § a o DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPING, THE GROUND SURFACE SHOULD BE COMPACTED N w N w j TO THE DENSITY DESCRIBED BELOW. wa OI� UNE_W CRAWL 5PACE mh p " B) MATERIALS FOR FILL SHALL CON515T OF CLEAN GRANULAR 501L v r I� a CONTAINING NO DELETERIOUS MATTER. IT SHALL CONTAIN NO v s r-- PARTICALE5 EXCEEDING 4" IN ITS LARGEST DIMENSION, BE WELL EX15TING CELLAR m m II I ,a GRADED AND CONTAIN NO MORE THAN 12% BY WEIGHT OF MATERIAL iaa - a lo.a iau zs- PASSING THE NUMBER 200 SIEVE. C) FILL SHALL BE PLACED AND COMPACTED AT ITS OPTIMUM V —NEW CRAWL 5PACE I e M015TURE CONTENT, IN UNIFORM LAYERS NOT MORE THAN ONE VENT W IN5EC1 5CREEN _ L__ 3 FOOT THICK AND EACH LAYER SHALL BE THOOUGHLY COMPACTED I� 4^s)D W. STEEL PIPE NIS 4''sr . W. STEEL PIP !I I § TO A DENSITY OF 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY o F J w c o REsr ON -- -------- A5TM D 1 557 (MODIFIED PROCTOR DENSITY). FIELD DENSITY SHALL N OL TO RE5l ON � w COL ---- ---- i 2.1 .^_ O"x2'-0'x I'-O'P.0 FOOTING 2'-0'x '-0'x 1'-0' P.C- FOOTING O.C. BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACCORDANCE 3 F S -------------- --------- -------- PIN PU EX15TING FOUND TO NEW W1 WITH A5TM D 1 55G (SAND CONE METHOD). FILL SHALL NOT BE ALL F alb N I� F x5 REBAR B I G"O.C. VERT PLACED WHEN FROZEN OR ON FROZEN 5UBGRADE. EPDXY GROUT D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY o s) INSPECTED BY A SOILS ENGINEER. Na old � 1 • I -PIN EX15TING FOUND. TO NEW W M5 REBAR Q G'O C. VERT. GROUT SOLID W EPDXY GROUT NEW CRAWL SPACE (PYP ALL LOCATION5) - b t EX15TING CRZAWL SPACE --NEW CRAWL 5PACE ACCE55 EX15TING CRAWL 5PACE ACCE55 POINT I IP r-1 6 a o 2X4 WALL STUD @ I G" O.0 Pc* OMATION PLAN BOULEVARD s� / WALL TO 6E REMOVED 3 112" R- 3 BATT INSULATION PLANNING EAST, P . C . WALL TO BE REMAIN 112" GYP. BD. 3 COAT TAPE ARCHITECTS ENGINEERS NEW WALLCON5TRUCTION 1/2" CDX PLYWD. SHEATHING AND SPACKLE 32645 MAIN ROAD / CUTCHOGUE, N.Y. 11935 / Telephone Fax 2X4 PLATE 631-734-2011 516-677-0439 Internet: www.blvdplan.com CONT. ALUM. TERMITE SHIELD 3/4" T 4 G PLYWOOD FLOOR FINISHED PLR. _ _ 2X 10 FLOOR J015T5 ELEV. o'-o" �- R- 19 FIBERGLASS BATT CONT. SILL SEAL INSULATION 'L es Pure ,wo SPOF N we ws'rQoamG of P.0 FINISHED GRADE - �� 0w �ee PRID m PI�NNQ6 E�Bf P.0 ° 2 X 8 RIMJ015T j a (2) 2 X G CCA SILL PLATE L= ED ARO DATE: I1-3-02 112" ANCHOR BOLTS ��5 r H�,, z 8'-0" O.G. MIN 1 '-0" FROM mak '; DR. BY: R WL CORNERS EACH WAY SCALE: AS NOTED 2" P.C. SLAB OVER G MIL. 4 03 POLYETHYLENE VAPOR C1IKD: J.S. BARRIER q, , 26 I " RIDID INSULATION APPLIED ` NEVd� TO CONCRETE FOUNDATION WALL , ,--T 8 X I G CONT. P.C. FTG. �- G" WELL COMP. POUROU5 FILL I CRAWL SPACE DETAIL, PROJECT NUMBER SHEET NUMBER 3 SCALE 3/4" = I '-D" 0225 4 I u..I� ALTERATIONS 31..U" 25W" 9' 3' & ADDITIONS TO THE WINDOW / EXTERIOR DOOR SCHEDULE NORTH FORK WINDOW NO. OF DE5GRJFTION ROUGH OPENING REMARK5 26 26 DE51GNA710N WINDOWS © ® OO OO A I ALL UNRS TO BE MULLED PRIOR COUNTRY CLUB CW 1 55-2 TO JOB 51TE DELIVERY 8113W010PARWMI NCR (l M' 5O2TA"HOR $134'x91 PAMAMNOR. 3)Iy4'r9112'P HDR. R1314'011?PAR9@MNW. CW12ALL UNH5 TO BE MULLED PRIOR B I CW155 2' - O 5/8" x 7-0 TO JOB 51TE DELIVERY 6 ° I s C 2 CW 15 5 - 3 7' - 1 7/8" x 5' - 5 3/8" MAIN ROAD CONT TO VEM!"LOCOON Of NEW CITATrORNINRDOPPJ,HER91N MED AN61 ALL UNIT5 TO BE MULLED PRIOR aORonINNAW D 2 CUTCHOGUE, N.Y. NEW HANGING ARTITION �31/2-DIA'.`5TD. WT. AT THE EANIE5T AVAILABLE TIME '= n FW06068 TO JOB 517E DELIVERY DOOR5 TO BE I OLDED INTO 5TEEL COLUMN TO RE5T - WALL PUGKETS WHEN NOT V ON FOUNDATION 2x O R R.' 2x O R. DIRECT VENT GAS © E CW 12 AL1. UNITS TO BE MULLED PRIOR IN U5E (TYP. H 51DE5) II e IG"O.c I Q IG-O. . FIREPVCE CWI 55 TO JOB51TEDELIVERY 4'.2• -0' 13a.6 S.C.T.M. # 1000—109-4—P/0 04 IV n, N CATHEDRAI I CATHEDRAL U REVISIONS DATE; I w `� CEILING K U u I PROPOSE CA5UAL DINING © b u, a TAKEN OFF OFD TRIMS I 40 EATS B EXISTING CEDAR 5 3 TO BE REMOVED <TRIM PWS- N r CANT TO INSTA BD 2xIOR LU- 11 WA-L5 4 TRIM WIN OW5 TO2'-e a'-r 0'J' a'-5• " MATCH EXI51ING INTERIOR ® I G'O EX15TING MAIN G WINDOW5 = n_ LIG (11'P BOTH EXISTING WALL5) < NEW HALF WALL DINING-ROOM B5 O O 3 I/2"DIA. STD. Wf � I 5TEEL COLUMN TO REST ON FOUNDATION 2x I O RX x @ I G"O.0 ' �. f �' (3)1 3/4'x 5 112 OU N4'r 9 112"FARALIAM HDR. (3) 3/4'r 9 112'P lAM HEIR a = PARALLAM HD METING WINDOWS TO D65TING WINDOWS TO — '0 EXISTING WINDOW5 TO BE REMOVED t REPLACED BE REMOVED R REPLACED ` BE REMOVED k REPLACED 16 d0 CEDAR PERFECTION SHINGLES WI TEMPERED GLA55 W/TEMPERED GLA55I / \ W/TEMPERED GLA55 W/ MITERED CORNERS G'.G' P05T TO-J 2'-6 FOUNDATION EX15TING DOOR TO REMAIN EXISITNG WINDOW M NEW MENS GRILL AREA � TO BE REMOVED o o Io sears o 4 WALL BLOCKED - G W/ FINISH TO o - MATCH EXISTING 3 20.10' a•-�. EX15TING BAR AREA - - - - 35 WI- -- —F- � ` X SWALL EL BE 4'5TD WT. 5TEEL E ' � PIPE 4 5T " D. WT 5TEEL PIPE COL. TO REST ON FOUND TION COL TO REST ON FOUNDATION BELOW- COL TO BE NIDD N IN WALL REMOVED BELOW-COL. TO BE HIDDEN IN WALL b � u 0 EXISTING MEN'S LOCKER ROOM CEDAR SHINGLE CORNER DETAIL EX15TING MEN5 GRILL in SCALE - N.T.S. u� BOULEVARD — PLANNING EAST, P.C. ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax PARTIAL FST FLOOR PLAN 631-734-2011 516-877-0439 SCALE 1/4" = ( '- IRInternet: www.blvdplan.com ALL INTERIOR FINISHES WALL TO BE REMOVED AS PER MSA DESIGNS - - WALL FO BE REMAIN APPROVED DRAWINGS NEW WALL CONSTRUCTION THM PIANS ANO ff!!C sTll AR[ MMUM " OF �C6 AND = YRO PROPLRn OF WO ARD PIANLIOIG 11 T P.C. OiPRRIGOIRNf6 110.E R¢ PROD6CUY60. ED ggCh DATE: 11-3-02 c:. E. ✓. , DR. BY: RWL D SCALE: AS NOTED ¢{� qjr • 021 CHKD: J.S. +8' r NE` 7 PROJECT NUMBER SHEET NUMBER 0225 5 X' ALTERATIONS r - - - - - - - - - - - - - - - - - - - - - - - -I & ADDITIONS B'x6'k I 1/2"TAPERED GAP TOP CAP TO THE I ' i 5,4" PORCH NORTH FORK PORCH RAIL TOP 6' 5/4" x 5/4' 13AL15TER - 3" O.C. + COUNTRY CLUB CORNER GUARD D r N (V I PORCH RAIL BOTTOM NECK, MOULDING d' 4x4 P05T W/ P05T ANCHOR ON SOLID B---J-1 - LEAD FLASHING LET INTO P05T I I MAIN ROAD I CUTCHOGUE, N.Y. TYPICAL ROOF COLUMN DETAIL SCALE 3/4" = I'-0" S.C.T.M. # 1000-109-4-P/O 04 -----------------_ 1---- - = ------ ------------ - - �---------------- Z-----------------------�- ROOF SHINGLES I I REVISIONS DATE; I"x 2"l"RiM PIECE ON 5/4" x G" RAKE BOARD L - - - - - - - - - - - - - - - - - - - - - - J I 4 ;� � REAR ELEVATION = g = RAKE BOARD TO FOLLOW SCALE /8" = I'-O" ` s PROFILES Of GUTTER TO MATCH EXISTING TYPICAL RAKE DETAIL SCALE 3/4" = P-O" M1 pa. — �^ SPACE NAI T'O C, I G"O C. AT ENDS — PANEL SHEATHING INSTALL WIN i LONG DIMENSION ACROSS NOTE ROOF SHEATHING ,% SUPPORTS STAGGER 1 5HOULD BE COVERED A5 VERTICAL JOINTS SOON AS POSSIBLE WITH ROOFING FELT FOR EXTRA - PROTECTION AGAINST EXCESSIVE MOISTURE PRIOR TO ROOFING APPLICATION WEST ELEVATION SCALE I/8" = P-O" PANEL CLIPS. 1 AND G EDGES, OR / BLOCKING UNDERNEATH IF REQUIRED - \`\ ROOFING FELT ROOF FRAMING SHINGLES OR 5HAKE5 ON ROOFING FOLLOW PLYWOOD SHEATHING ✓� ROOFING MANUFACTURLRS NEW LOUVERED ATTIC RECOMMENDAI IONS FOR - .-- VENT TO MATCH EXISTING ROOFING FEL15 -__- m : PR.OIECI CUGE'' OF Ex I'IJSUFI` '/ ~ LEAVE II&GAP AT ENDS BOULEVARD Y _ I AND .- PANELS AGAINST i/ AND EDGES I1N1E55 OTHERWISE NERRWfPRCfi LXPO5URE 10 WEATHER OR RECOMMENDED 13Y MANUFACTURER ¢ i0 W1QIfPl11W' ] - ----- USE EXTERIOR PANEL T��•eEAST, 1 STARTER STRIPS P ( RCH TEC S E1N1�i GIE RSC IV/ r. WJ( R CG4CEI.rvK,i _ ___--____-._._-. ____-_ W110D RAILING b COLLIl ID WAAL NEWCEDAR DIgEbmT03IHWWI 32845 MAIN ROAD MAIC.H '1'I`.TING CONI IG PERPECTION SHIN>LE5IN f tLID- 115E cXI5,11NG AS TLMPLAIN to MATCH EX13NNG — — TYPICAL ROOFING DETAIL CUTCHOGUE, N.Y. 11935 FOR NEW COLUMNS SCALE - N T.5. Telephone Fax 111111 IAL-1 [ fill 1 . 11 ,_ _-____ 831-734-2011 518-877-0439 r_ _ Internet: www.blvdplan.com IN5IALL 3/4", 3 1!7" CA51NG AROUND ALJ.WIN WS IN —EACH WINDOW CI LAf XD BETWEEN __ 4T169i P11N8 INO a6CRCITII YR P1AI4T11RG 11 0! P.C. 6 PRII a 0! 017111. 111NNR10 ■1@I' P.C. 1NlR01G[16NT! IIII,L Bt PROl6CV1'6p. ` / ` / ` DATE: 11-3-02 r`'t�REO AACSi� DR. BY: R W L - — — o �C'� til SCALE: AS NOTED I INSTALL 8/4'x 3 I/2" ° CA51NG W/MITERED EDGES -TO MATCH CHKD: J.S. EXISTING(YPICAL OF ALL) I I V -- - - - - -- - - -- - - L--------------------------------------L-------- -- -- ---- --- ----- - -- -- -'--- -- - '- - -- - - ----- ---- - --- -- 1 PROJECT NUMBER SHEET NUMBER 1 REAR ELEVATION 022 r� r� S L 4 5CA 1/5 PLO"„--- LG r GENERAL NOTES CONT. RIDGE VENT ALTERATIONS RIDGE I CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 517E 22 ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR ,ADDITIONS 3/4"x 4" FPRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. STRUCTURAL RIDGE THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 23 ALL FLASHING SHALL BE ALUMINUM. •T+i7L' 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 24 ALL RAFTERS SHALL BTO E ANCHORED TO FRAMED WALLS WITH "HURRICANE 1 THE TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) CUPS' IN IRI R CENTER. NORTH FORK 25 ALL INTERIOR DOORS SHALL 8E STAIN GRADE RIAT HIGH X I-3/8` 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED OVALS,APPROVALS,C PERMITS, THICK XDOORS WIDTH E NOTED A PLAN WITH APPROPRIATE HARDWARE, ALL CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC . FOR WORK DOORS SHALL BE FINISHED AS PER OWNER. PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF 26. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED 4, ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE COUNTRY CLUB PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. 1E#P. mTo 2X6 COLLAR TIES I G"O C. TOWN OF 5OUTHOLD. IOPIiQIB1z 27, DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND TYPICAL ROOF CON5TRUCTION 5 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT 235#ASPHALT ROOF 5MINGLF-9 TO MATCH EXISTING DI5AGREE5 WITH THAT AS INDICATED ON THESE PLAN5,THE CONTRACTOR FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE OVER 15#ROOF FELT ON 1/2"0513 ROOF DECKING SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO USED ON ANY OTHER PROJECTS OR EXTENSIONS 1'0 THI5 PROJECT EXCEPT SHEATHING 2X 10 ROOF RAFTERS @ 1 G•O.0 FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK. HE SHALL BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE MAIN ROAD A55UME ALL RESPONSIBILITY AND LIABILITY AR151NG THEREFROM ARCHITECT 7 7r' 6 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO 28. PATCH ASR REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED CUTCIIOG V)Ci', N.Y. EXISTING, AND/ONEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED 7 FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR OR NEW OPENING5 ARE CALLED FOR W EXISTING WALLS, PRIOR TO 3/4'. 9 I/2" MICRO-LAM REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., W SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE(BORROWED), SPIKED 1'0 WALL STUDS TO BE CONTRACTOR SHALL BRACC- EXISTING AS REQUIRED UNTIL NEW HEADER A5 m SHALL BE CLEAN SAND, GRAVEL, EARTH, OR A MIXTURE OF THESE U5ED AS CLEAT FOR ROOF RAFTERS SPECIFIED 15 INSTALLED. CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR JJjj (� TYP. WALL CO 5T UCTI INCHES 29. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING, S.C.T.M. fY I000-109-4-P/O 04 U2" PLYWOOD SHEATHING W/TYVEK UNDERLAYMENT 5. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED ELECTRICAL, AIR-CONDITIONING, AND HEATING UNE5 WHICH INTERFERE 2x6 STUDS I G"O C. Wl MIN. R-13 BATT IN5UL. u WITH NEW CONSTRUCTION @ .1,,, 2" FURRING ON ENTIRE WALL SAND OR"BANKRUN'GRAVEL FROM SITE OR SOURCE APPROVED BY /2'GYP. BD. FIN, THE ARCHITECT AND APPROVED A SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING 30. ALL"MICRO-LAM' LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS REVISIONS DATE, O CAPACITY TO BE TWO TONS PER 50 FT. MANUFACTURED BY TRU5 J015T CORP OR EQUAL. SIZES AS INDICATED ON PIANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE TYPICAL FLOOR CONST UCTION 9 ALL I-OOTING5 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. FLOOR FINISH AS SELECTED BY OWNER PRE55URE OF 2 TONS PER 5Q.FT.AND SHALL HAVE A MINIMUM OF 3-0' OVER 3/4"T f G PLYWOOD SUBFLOOR 0 ' OF COVER 31 ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SCREWED f GLUED TO 2.10 FLOOR SHALL BE"51MP5ON STRONG-TIE CONNECTOR5"OR EQUAL AND SHALL BE JOISTS AT 16"O.C. (T(TYP.) O. ALL CONCRETE SHALL BE 2500 P51 CONCRETE @ 28 DAYS. CAPABLE OF HANDUNG LOADS @ CONNECTION POINTS IN5TALLA110N5 SHALL DESIGN LOADS: FIRST FLOOR- 40Y/5F LIVE LOAD BE IN STRICT CONFORMANCE WITH MANUFACTURERS 5PECIECATION5 AND RECOMMENDATIONS. ROOF- 30#/SF - LLVE LOAD SECOND FLOOR- 30N 32. DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND L LIVE LOAD FOUNDATION WALL CON5TRUCTION ` CEILING- 30#SF- LIVE LOAD ALL OPENINGS POURED CONCRETE WALL ON ' $ 33 PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . 8"X 16'CONTINUOUS POURED CONCRETE t m f 12. DESIGN TIMBER 5TRE55 - DOUGLAS FIR SOUTH, NO, 2 GRADE FB = FOOTING RUNE. W/(2) #5 RE13AR CONT § 825 P51, E = 1,200.000 P51. 34 ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE PUKED ON UNDISTURBED 501E a INSTALLED AS PER A.I.5.C. 3. ALL HEADERS SHALL BE(2) 2•XG'@ 2"X4"WALLS 4 (3) 2'X6'WALLS @ 2°X6"WALL5 UNLESS NOTED OTHERWISE, 35 ALL DRYWALL SHALL BE U S.G. NATIONAL GYPSUM CO 1/2"THICK, TAPED AND 5PACKLED THREE COATS. 14. ALL HEADERS SHALL BEAR ON 4"X4'P05T @ 2"X4"WALLS OR 4'X6" P05T @ 2'X6"WALLS UNLESS NOTED OTHERWISE 36. ALL DRYWALL SHALL BE PRIMED AND PAINTED(2 FIN15H COATS). 15 ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY 37. ALL MOLDINGS AND TRIM 5I1ALL BE 51 AIN GRADE, AS SELECTED BY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. OWNER. 16. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 38. ALL FINISHES(INTERIOR AND EXTERIOR)SHALL MATCH EXISTING AS A BUILDING SECTION SHOULD BE OF CORROSION RE515TANT MATERIALS AND SHOW NO CL05E AS P0551BLE SCALE 1/4" = I'-d' EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE 39. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. 5 THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS 17 ALL FASTENERS AND CONNECTORS INCLUDING NAIL5, BOLTS. STEEL 40 ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NEW YORK WIND ANCHORS. AND TRU55 PLATES ARE TO BE MCT DIPPED GALVANIZED. STATE BUILDING CODE THE NEW FIXTURES INTO EXISTING SANITARY 18. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2.4 INCH SYSTEM. DLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH GABLE END FOR A D15TANCE OF 8 FEET TOWARD 1HE BUILDING 41. CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL INTERIOR FROM EACH GABLE END SERVICE 15 SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL 19 EXTERIOR GD1S5 PANELS, WINDOWS AND DOORS SHOULD BE NOTIFY THE OWNER ACCORDINGLY. ALL ELECTRICAL WORK SHALL BE BOARD IN SOUND CONDITION, SECURELY INSTALLED AND CAPABLE OF OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER5 DIRECTION TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. ANY AND ALLINTERCOM, TELEPHONE, AND/OR 1 V ANTENNA WIRING IN WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE 20. FUIWI5H AND INSTALL SINGLE STATION SMOKE DETECTING ALARM CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE CEILINGS. VERIFY OUTLET,SWITCH AND LIGHTING LOCATIONS WITH 21 . MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING OWNER PRIOR TO INSTALLATION MEMBERS AND FIREPLACE OR CHIMNEY MASONRY 42, EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS TAKEN ON 1 1/8(00. ALL DIMENSIONS ARE BA5ED UPON VISUAL OBSERVATIONS. ARCHITECT MAKES NO REPRESENTATION AS TO THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF IICONSTRUCTION NOT VISIBLE ON ABOVE DATE. SHINGLE RIDGE RIDGE VENT f CAP 'c /, �E�N P� i / � SHINGLES PLY ROOF \ NFW COLUMN - 5EE DETAIL SHEET#4 \„ FELT PAPER - \,, SHEATHING (TYP.) FOR MORC INTO jam- SII ' -_ \ EXISTING RAFTER TAILS TO BE FTER BOULEVARD (\ ' - , PLANNING EAST, P .C. CU FLUSH W7 EXISTING WALL ( I �� 1 - NOTCH NEW RAFI PRE TO TYPICAL ROOF CON51 RUCTION ` ( I EX15TING AND All ACH f ARCHITECTS ENGINEERS ASFHALI'ROLL.ROOFING OVER 5# FLASHING W!ICE t WATER PITCH l8"l FT_ S ROOF FEL] ON I IP" PLY ROOF DECKING �� SHIftD ABOVE / i'✓ 5HEATHING 2X IO ROOF RAF)ER`s' @ IWOC RIDGE CUTCHOGUE, N.32645 MAIN Y 11995 - Y BOARD Telephone Fax TYP. WALL ONSTRUCTION 7, �j� ` 631-734-2011 516-677-0439 112' PLYWOOD SHEATHING W/TYVEK UNDERLAYMENI TYPICAL RIDGE VENT DETAIL '! I '2x051005@ IG'OC W1 MIN, R-13 DAT1 w5UL _ Internet: www.blVdplan.COm 1/2'GYe BD. FN SCALE 1/2" = I'-O" EXISTING MEN-5 GRILL li NEW MEN'S GRILL AREA x II ^ II f110E PLtNB YFN BP�pVCtSNIN9 YET R!l7RQI�i1'! OP BtHVIQ TYPICAL FLOOR CONSTRUCTION_ / uff a m ; win P# SXLVM. PtWRP1p �� P.C. 1 FLOOR FRIISH AS SELECTED 8Y OWNER nORUTep�'N'Is win ® of Mm r®. OVER 3/4"T t G PLYWOOD 5UBFLOOR 5CREWEDtGLUED TO2x10TOOR ROOF RAFTER JOISTS AT I G'O C ITYPJ N % --HURRICANE CLIP NAILED DATE: I1-3-02 / ° ° TO RAFTER & PLATE cRGaEO Agch EXISTING CRAWL SPACE NEW CRAWL SPACE r itY P / Y3"f�:�^a B' b�jXoFry�:� DR. BY: R W L (2)2"x4" TOP PLATES FOUNDATION WALL CONSTRUCTION i SCALE: AS NOTED '0' POURED C NI INUUIT:wAI I ON 5,; .'l ' —-- FOO x l''-0"INP, W/(2)#5 POURED CONCRF.IE p FOOTING RL'INF, W/(2)MS KFBAR CONT p --- PLACED ON UND151URDEID ,OIL p I6 0215s" F CHKD: J.S. ° i 0 NENNy( B BUILDING SECTIObI 5 5CALE 1/4" = I'- 1" PROJECT NUMBER SHEET NUMBER TYPICAL HURRICANE CLIP DETAIL N. .4. 0225 7 f1 • COMPACTED FILL ALTERATIONS A. MATERRIALS & ADDITIONS 1 . FILL AND BACKFILL MATERIAL OBTAINED FROM ON-51TE CUTTING OR EXCAVATION OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION 51TE (BORROWED) SHALL BE CLEAN TO THE SAND, GRAVEL, EARTH OR A MIXTURE OF THESE CONTAINING NO ORGANIC MATTER WITH A NORTH FORK MAXIMUM 512E OF FOUR INCHES. 2. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR "BANKRUN" GRAVEL FROM SITE SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED A COUNTRY CLUB SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE MINIMUM BEARING CAPACITY TO BE TWO TONS PER SQ. IT. B. COMPACTED BACKFILL 2 1 . PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE 3 WALLS AND FOOTINGS HAVE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER MAIN ROAD -- ----------------- --- ITEMS BELOW BACKFILL HAVE BEEN TEST APPROVED. 2. BACKFILL AND FILL TO NEW SURFACE GRADES AS REQUIRED. IF SUFFICIENT SOUND CUTCHOGUE, N.Y. ------- -- --------------- --- --- ------, - w a w c 1 1 NEW CRAWL SPACE AND APPROVED FILL MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS -PIN ExlsnNc FOUND ro N wwi - o - o VENT W IN5ECT SCREEN TO REQUIRED GRADES, PROVIDE SAME. G UT50LI ie'o.c. VER _X 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED S.C.T.M. # 1000-109-4-P/O 04 A GRourLo CATIONS) ur *I� - I� A IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: G (il'P ALL LOCATIONS) _� m g � m � 6 - 4"STD. WT. 5TEEL PIPE - 4^s WT 5TEELFIFE A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE a d COL TORE5TON N a COL 0RE5TON SHALL BE STRIPPED OF ALL ORGANIC GROWTH, WOOD, RUBBISH, REVISIONS DATE; 2'-0"x2'-0"x 1'-0" P FOOTING V 2'-O"x -O"x I'-O" P C FOOTING 1 DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPING, THE GROUND SURFACE SHOULD BE COMPACTED z= o F J I .2x 1 o P .� . 2x 1 o P d TO THE DENSITY DESCRIBED BELOW. p a'o,c 1 G^o.c 1 i c"o c. ' m AS PER CLIENT CHANGES 2-17-03 c--J L- B) MATERIALS FOR FILL SHALL CON515T OF CLEAN GRANULAR 501L N CONTAINING NO DELETERIOUS MATTER. IT SHALL CONTAIN NO ° -Io UNEW CRAWL 51ACE m 3 PARTICALE5 EXCEEDING 4" IN ITS LARGEST DIMENSION, BE WELL q r U GRADED AND CONTAIN NO MORE THAN 12% BY WEIGHT OF MATERIAL PASSING THE NUMBER 200 SIEVE. M5TING CELLAR m 3 I ° C) FILL SHALL BE PLACED AND COMPACTED AT ITS OPTIMUM MOISTURE CONTENT, IN UNIFORM LAYERS NOT MORE THAN ONE FOOT THICK AND EACH LAYER SHALL BE THOOUGHLY COMPACTED NEW CRAM.sPACE TO A DEN5ITY OF 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY I E �I I �II VENT W1 INSECT SCREEN A5TM D 1 557 (MODIFIED PROCTOR DENSITY). FIELD DEN5ITY SHALL \ 4`5`L[) WI 5TEELPIPE LNI� 4' STI . WT 5rEELPIPE BE VERIFIED 13Y IN-PLACE DENSITY TEST5 MADE IN ACCORDANCE N w COL. TO RE5T ON w COL 0 RE5T ON WITH A5TM D 1556 (SAND CONE METHOD). FILL SHALL NOT BE zx c 2'-O"x2'-ON I'-O°P G. FOOTING m 2'-O"x -O"x I'-O" F.C. FOOTING PLACED WHEN FROZEN OR ON FROZEN SUBGKADE. 1s"O D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY INSPECTED BY A SOILS ENGINEER. J PIN EX15TING FOUND TO NEW WI #5 REDAR Q I G"O G VERT. GROUT SOLID W/EPDXY GROUT (TYP, ALL LOCATIONS) ti O O EXISTING CRAWL SPACE �5 I EXISTING CRAWL SPACE ACCE55 POINT 6 N PARTIAL FOUNDATION PLAN 2x4 WALL STUD @ I G" Q.C. � ° SCALE 1.4" BOULEVARD p __ -------__ WALL TO BE RE MOVED 3 I/2" R- 13 BATT 1NsuLAr10N PLANNING EAST, P . C . WALL TO BE REMAIN 112" GYP. BD. 3 COAT TAPE ARCHITECTS ENGINEERS NEW WALL CON5TRUCTION 1/2" CDX PLYWD. SHEATHING AND SPACKLE 32845 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax 2X4 PLATE 631-734-2011 516-877-0439 Internet: www.blvdplan.com CONT. ALUM. TERMITE SHIELD 3/4" T # G PLYWOOD FLOOR f-N15MED FLP. _ _ 2X 10 FLOOR JOISTS ELEV 0'-0" CONT. SILL SEAL R- 19 BERGLA55 BATT INSULATION TH898 PIANS ANO ERCY OF OU ARE Qi91'gNff.NT9 OR P.C. 8 FINISHED GRADE wNDen xcsue�msRxeuaBE veeosecu enRe "u""cc P.C. ° 2 X 8 RIM JOIST m • ^^•- ^^ �mPn" a1i a (2) 2 X G CCA SILL PLATE " I LL_ ATE: 11-3-02 /2" ANCHOR BOLTS ti as z 8'-0" O.C. MIN 1 '-0" FROM �O' ';/ � °' °a1R. BY: R W h g CORNERS EACH WAY CALF: AS NOTED 2" P.C. SLAB OVER G MIL. L °C POLYETHYLENE VAPOR (' tiE BARRIER % FIICD: J.S. I " RIDID INSULATION APPLIED TO CONCRETE FOUNDATION WALL 8 X 16 CONT. P.C. FTG. " a G" WELL COMP. POUKOU5 FILL CRAWL SPACE DETAIL , PROJECT NUMBER SHEET NUMBER 3 5CAI 3/4" = 1'-0" 0225 4 ALTERATIONS & ADDITIONS TO THE 31'-b' 3.9' 3.-3• G•-3• G.3• 5'-3• 4'-3' WINDOW / EXTERIOR DOOR SCHEDULE NORTH FORK WINDOW NO OF 11 DE5CRIPTION ROUGH OPENING REMARKS DESIGNATION WINDOWS 2-2 ALL UNITS TO BE MULLED PRIOR COUNTRY CLUB ACW 155-2 TO JOB 51TE DELIVERY 26 26I ❑ CW 1 2 ALL UMT5 TO BE MULLED PRIOR 0 OA O O B CW 155 2' - O 5/8" x 7'-G" TO JOB SITE DELIVERY Q1 314' BNrPMA"mHDR (3)1314. 91R'PARA IDR (3)13#x• 9niT•PARNIAMHDR EDI 3'TOR 3n 314•,910PAMueMHDR C 2 CW 1 55 - 3 7' - 1 7/8" x 5' - 5 3/8" MAIN ROAD 4 ANG I ALL UNITS TO BE MULLED PRIOR D 2 FWOGOGB TO JOB SITE DELIVERY CUTCHOGUE, N.Y. 6 LONi TO VfGfl LOCATION OF NEW p CW 1 2 ALL UNITS TO BE MULLED PRIOR CIFAT FOR NEW ROOF RAMI R5IN MU N L TO JOB SITE DELIVERY X31/z° DIA. srDwr AND CEFYARppTCCOfW)5ERFM15 - CW 155 NEW BOOKS TO BE ARTITIOI AT THE EARLIEST AVAILA6LE TIME -y� b S.C.T.M. # 1000-109-4—P/O 04 DOORS TO BE OLDED INTO STEEL COLUMN TO REST - WALL POCKETS MEN NOT III ON FOUNDATION 2v I`�R R' DIRECT VENT GA5IN USE(TYP B H SIDES) 6" OC FIREPLNGE 4' 3b6'� REVISIONS DATE; > AS PER CLIENT CHANGES 12-3-02 K — CATHEDRAL + J CA� THEDRA - b A5 PER CLIENT CHANGES 2-17-03 Uw CEILING CEILING Cil PROP05EE CASUAL DINING 2 O a o U' EX15TING CEDAR 5HINGLE5 40 EATS u 3 TO BE REMOVED F TRIM F. e TAKEN OFF OF WINDOWS - N d CONT TO INSTALL GYP BD. 1 2.10 R a III WALL54 TRIM WINDOWS TO = MATCH EXISTING INTERIOR g G O EX15TING MAIN I WINDOWS DINING ROOM III (TYP' BOTH EXI5TINO WALLS) 3 I/2' DIA, 5TD WE 1 STEEL COLUMN TO REST ON FOUNDATION 2.10 R.R. x TD IG^oc ' CEDAR PERFECTION'ShINGLE5 m EXISTING WINDOWS TO EXISTING WINDOWS TO — " EXISTING WINDOWS TO W/ MITERED CORNERS 10 BE REMOVED 4 REPLACED BE REMOVED 4 REPLACED / \ v BE REMOVED 4 REPLACED ° -- W/TEMPERED GIA55 W1 TEMPERED GIA55 W1 TEMPERED CLASS 6"xG" POST T FOUNDATION EXISTING DOOR TO REMAIN 30 i OUTDOOR DINING EXISTING BAR AREA VN N § o CEDAR SHINGLE CORNER DETAIL o - 5CALE - NT5. ov � N EXISTING MENS GRILL II � BOULEVARD PLANNING EAST, P . C . ARCHITECTS ENGINEERS 32645 MAIN ROAD CUTCHOGUE, N.Y. 11935 Telephone Fax PARTIAL FIRST FLOOR PLAN 631-734-2011 516-877-0439 SCALE 1/4" = I '-O" Internet: www.blvdplan.com ALL INTERIOR FINISHES ------- WALL WALL TO BE REMOVED AS PER MSA DESIGNS WALL TO BE REMAIN APPROVED DRAWINGS NEW WALL CON5TKUCTI0N Ta688 PIANS ANO SPECIFCA11ION9 A IIN9TRIa M OF 9WMCE ANO ARE TNS PROPERTY OF 110 L ARO PLANNPIG EA P.C. INFRNNGIE119 9 IM B9 PROSRCUTED. @@g A�FP'a'A:V�fiPRR^+nM?i`�✓d45 9aq(.a=J.t1•"®� Tj 7Ip 'PATE: 11-3-02 R. BY: RWL a I CALE: AS NOTED J.S. PROJECT NUMBER SHEET NUMBER 0225 5 DENSITY CALCULATION ALTERATIONS N i rfii 4 I F i I Y & ADDITIONS ORIGINAL APPROVAL 175 SEATS x 15 GPD/SEAT= 2,625 GPD TO THE u��yg3j v" 1 APPROVED ON 128 ACRE PARCEL �+1 • DENSITY COMPONENT= 128 x 600 = 76,800 GPD ALLOWABLE ui IEP � r .x D' SUBJECT w F PROPERTY TOTAL ALLOWABLE FLOW = 76, 800 GPD NORTHFOR�� a' ,• � fi NAY 9s'�"T��N �,W k �����}rrNF; i ACTUAL DENSITY FLOW COUNTRY CLUB 175 RESTAURANT SEATS(EXISTING) IXISTING ` ivx Y s'�",' ,, , ��+ `^�•^ 'E"R' ,�'' �''^ °�E-° 175 SEATS x 10 GPD = 1750 GPD 50 NEW RESTAURANT SEATS KEY MAP 50 SEATS x 10 GPD = 500 GPD MAIN ROAD ° p I C xc9,y'd O j z ;` 3 m ! TOTAL ACIIJAL FLOW=2250 GPD CUTCHOGUE, N.Y. � g ` S�t 2250 GPD 76,800 GPD OK _ 7• 5 W0 22 SANITARY WASTE S.C.T.M. # 1000- 109-4-P/0 04 su'rinne P� g0 ACTUAL DESIGN FLOW - 5UBJECTi 5PACE ICI''�' ISIONb' 1)4'I'E; m 175 SEAT RESTAURANT -10 GPD/SEAT = 1750 GPD 24 N 50 NEW RESTAURANT SEATS - 1 D GPD)SEAT =500 GPD S.C.D.H.S. R&SUBMISSION 9-I6-02 KITCHEN WASTE S.C.D.H.S. RE-SUBMISSION 10-22-02 S.C.D.H.S.RE-SUBMISSION 11-12-02 26 ACTUAL DESIGN FLOW - SUBJECT SPACE 1 ' 1 175 RESTAURANT SEAT S EXISTING -20 GPD(SEAT =3500 GPD P I.i71 50 NEW RESTAURANT SEATS -20 GPD/SEAT = 1000 GPD TOTAL RESTAURANT SEATS -225 SFAST x 20 GPD/SEAT =4500 GPD ACTUAL DESIGN FLOW - SUBJECT SPACE R 225 SEAT RESTAURANT - 30 GPD/5EAT = G750 GPD PROPOSED SANITARY SYSTEM DESIGN - - GREASE TRAP - fX15TING GREASE TRAP TO BE REMOVED a - INSTALL 12'-O" DIAMETER x 5'-0" LIQUID DEPTH GREASE TRAP SEPTIC TANK 2 DAY5 FLOW = G750 x 2 = 13, 500 GPD EXISTING SEPTIC TANKS TO 13E REMOVED v v NEW(4) 12'-0" DIA, xG'-O" LD = 15000 GAL. CAPACITY 15000 GAL CAPACITY > 13, 500 GPD REQUIRED lk,C%14pNG PPD 5tlOP al F xOP _ r a LEACHING POOL (3 RINGS) 8'-0" — x 4'-O" HT. = 301 SQ. FT 51DEWALL AREA 3o n EXI5TING CLUDHOU5E N x I DAY FLOW = 6750 GPD/1 5 GPD/SQ IT. = 4, 500 SQ. FT. " ` FIN F=R EffV T30 U' �Tyr (G) O'-O" DIA, x 9'-O• LD = I G97 4 50. FT - EXISTING "; mr (1 O) 10'-0" DIA x 9'-O" LD = 3016 8 SO. TT. - PROPOSED S.C.D.H.S. APPROVAL r . yam - 1699. 4 EXISTING + 3016. 6 50, I T, - PROPOSED = 4, 714. Z SQ. Fl SUFFOIXCMWYDPARMMNTOFW.ALTHSOWiDES All, FIUO(I APPROVED FOR CONSTON0IKY LLI ', 7 mnLLvseo _ a, s w.: ';+ HSREP.N0.0 2h— CGU • P� I cumen rtnm l! OIXISMG 4Nfh5t. xrr, _ Z T90 TO Df UMOV2D v LU IupP mwi Ncw nu' _ dsposm rd OPPEOVBI 9t StAppl far fI18 CpMno oto A WN ft V"S T x ' ar - 77 01 dw 6uffok County Sw9WY C0118 Ind b II01 waw Q j Psn i�n�ui(s) shown.hpkd THIS A�PPRROOVAL El M TNR E 0 1mv 2200210M1B6 TE FxP I LOM I NOV 21 OIItE ,F 20. 2, EXP I Z 35. 3' 1' 013.9' d''l0. a' m aP NLP BOULEVARD � 10.5, N N'I m NLP'7. O 6, PLANNING EAST, P . C . 1 - i s PPoVATE 2, 26 24 22 NLP ARCHITECTS ENGINEERS j wnE _ 13. 5' II I NLP 3201., MUN ROAD o !N (9:'C('ILOGUE, N.S. 11935 k l9 ., NDP Fax 4. LEGEND EXISTING CLUBHOUSE " ` E5D c:{I—,a-t-��ull a1s-077—o•1as) N TG-TOP OF GRATE ELFV, 43 4 FIN. FLOOR ELEV. +30. O' �'' NS ! ' ELF E� EXP (CATCH BASIN) N5T Iulrrnr�L w1cw.1�1vIIlllau.tom CL-CENTER LINE OF STREET 15 EDP NLP TC-TOP OF CURB ELEV. 23 ' I ' in ' ; N5T 72.5 - EXISTING SPOT ELEV. N . IM F, ] M, AND SPIA IT I "I N' ,,NN INSTBPMP VIH OF C6RPICE d- b' � NST i nnn .urn THErcn��mnn of nm I,gvaxu rlamemr, ¢,Tyr n c EST ' EXISTING SEPTIC TANK ELF INFRINGI MI N rb Grua. ne: rxOmfn;9 P,n. ELP - EXISTING LEACHING POOL 25. I N'I EXP NST - NEW SEPTIC TANK 4. 7' PROPOSED '�6 31 0' O' y o p GRILL ROOM '3 A° ' - ELP ATE: 5-16-02 NLP - NEW LEACHING POOL O U, fXTEN51ON a NG1 EXP - EXPANSION POOL D 3 r o GARDEN ROOM PROPOSED b d _ R. BY: R W L 7-4 'N � 5 O. EXISTING GREASE NLP NLP 72.5 N 5 a TRAP TO BE REMOVED NLP EXISTING � k REPLACED W/ NEW NLP CALE: AS NOTED AREA OF EXISTING CLUBHOUSE - 12150. 5 S.F. _ 3 W W �o AREA OF PROPOSED CLUBHOUSE ADDITIONS - 1120. 5 S.F. EXISTING WATER SERVICE EXP r I tiv+ HKD. J.S. _ I NLP „A 4 NEW GAS SERVICE G (SD-#) (SD-#) ESD EYP I EXP PARTIAL SITE PIAN NEWOPEN CI.GAAPNG NEW SOIIDCI.C04EA - PARTIAL SITE PLAN PROJECT NUMBER SHEET NUMBER SCALE I" = 40'-0" NEW 8'-0x DUL STORM DRAIN SCALE I" = 20'-0" c SI :1 d b I AN laol 0225 1 a�nla�;ra- OUTLET MIN, 4" OD 5EFiIC TANK5 5HALL CLA55 2400 APPROVED BE CON5TRUCTED ON PIPE PITCMED LEACF9NG POOL / Fi. TO CONCRETE COVER ALTERATIONS '> A COMMON RIENFORCED CASTTRAFIONIC FRAM CONCRETE 51-Ab AT TO GRADE - - CAST IRON FRAME COVER TO GRADE LEA5T G' THICK & ADDITIONS 6 GRADE CONCRETE CHIMNEY FIN . GRADE TO THE o -----�-- TRAFFIC BEARING — — — CA5T IRON COVER 6OLIDI DOME ` , z CAST IRON COVER @20" O.C. r-tet z I ; - NORTH FORK _ _ _ _ y. `h TO GRADE � — J — — — — — B" O.D. PIPE � TO GRADE _ � 4q INLET MIN. 4" DIA APPROVED -„ 18.1 NEW SEPTIC TANK PIPE CLASS 2400 PITCHED NEW 5EPTIC TANK COUNTRY CLUB `� ' MIN. I /8" PER I ' FROM SEPTIC TANK M FLOW LINE f, — INLET FROM KITCHEN OUTLET TO SEPTIC TANK - - MIN.4'-CLASS 2400 4 �� Ai7�i MIN 4'-CLASS 2400 1', 4 ivlt1.11 V PIPE PITCHED MIN. I"IFF. 1 - ROAD * - - PIPE PITCHED MIN._"I FT. CUTCHOGUE N.Y. iv B" O. .DPIPE s" o.D PIPE Y I 10'-0' IA I S.C.T.M. # 1000-109-4-P/0 04G20" O C. O.C.@2 k � u' aro1^ NEW 5EPTIC TANKI'I�If LEACHING E Ili �. o _ w n SECTIONS p OZ m t I TRAFFIC B ` W EARING p I I CAST IRON COVER 'i1P, IIp Il (L �I � p TRAFFIC BEARINTO GRADEG _ CAST IRON COVER GREASE TO GRADE - � - - O "� AS PER S.C.D.H.S. 10-22-02 �I I11 3'-0" MIN,.' +� AS PER S.C.D.H.S. I1-12-02 1�'ll COLLAR 11 , 1 \\\ NEW SEPTIC TANK \ y 8" O.D. PIPE @20" O.C. J L- — — — — — — -- — — — — — — — — - - y - Illj ljll' Il GROUNDWATER INLET MIN 4' 0 II ' CLAS ' l-p-5 2400 APPROVED 1 Y 1 i 1 PIPE PITCHED 1/4"/ F7 ' BACK FILL MATERIAL TO BE G'-O" MIN. PENETRATION NEW QUADRUPLE SEPTIC TANK PLAN CLEAN SAND AND GRAVEL INTO A VIRGIN STRATA ITS OF SAND AND GRAVEL LEACHING POOL DETAIL SUFFOLKEPA CONIO � H.S. /O - TYPE d This approval is tfmrftd for the ool dmom d dN OIIIN disposal and water INIM INNdea Wlmrd 10 A*M to w 7 of this Saflolk County SR111M 00119 and M Iqt M alpaMl/ not UPW approval to dis"rpe Dom or acm YM stn10uros) aaovm. THISAB 'ROYAL EX IR B 7llf�ls A 5QAJ 21""200 E O 1 OAW BOULEVARD PLANNING EAST, P . C . ARCHITECTS ENGINEERS MAIN ROAD PROVIDE DROP TEES ('UTI'lIOG10:. NA. LI '):15 ( 18") ON THE OUTLETS T1,1IFax Of EACH DI5T. POOL EL. FIN . FLK. 1331 -7:31-:3011 516-87-1-0436) 30 . 0' Iulrrtn•I : tvw�t .I,le1lplan.Io3u OUTLE72G. INLET EL. 2G . 5' OUTLET FROM BLDG. EL. 27. 0' TIIN4P: 1'IAM AND 4P1111I A9'ItIN� ABL INNTItOMP.N'fe OI' SL:ItV IfE I Nll VIP N , Wil'l IN UP IWP IJ JI p I'LAn'NIM1C PdT9' Y( INPI<INI:LNP:K'I\ NIII 111 1'11O,�Ff I+IYh NOTE: 3fP" INLET EL. 25 . IT INLET EL. 25 . 79' NEW SEPTIC TANKS NEW SEPTIC TANKS INLET � OUTLET ELEVATIONS OUTLET EL. 25 . 29' - LKD 02 ARE TAKEN TO THE INVERTS ��� =°, :y L I TED LEACHING POOLS DISTRIBUTION POOLS �d�F Nor'" SANITARY SYSTEM PROFILE PROJECT NUMBER SHEET NUMBER N.T. S. 0225 2