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HomeMy WebLinkAbout28268-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29027 Date: 10/29/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 6400 MAIN RD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 4 Lot 24.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 8, 2002 pursuant to which Building Permit No. 28268-Z dated APRIL 15, 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 ONE FAMILY DWELLING WITH REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to LARUEL LINKS COUNTRY CLUB INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-00-0011 09/09/02 ELECTRICAL CERTIFICATE NO. 1061198 09/11/02 PLUMBERS CERTIFICATION DATED 09/30/02 WILLIAM SCHWAUB c //6ut oriz 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. 28268 Z Date APRIL 15, 2002 Permission is hereby granted to: LARUEL LINKS COUNTRY CLUB INC 1833 MAIN ROAD DRAWER A JAMESPORT,NY 11947 for . CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING, SUPERINTENDENT ' S RESIDENCE, WITH ATTACHED TWO CAR GARAGE AND DECK ADDITION. at premises located at 6400 MAIN RD LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 002 pursuant to application dated APRIL 8, 2002 and approved by the Building Inspector. Fee $ 1, 129 . 80 Authori d Sign ure COPY Rev. 2/19/98 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ' .. A. This application must be filled in by typewriter OR ink and submitted qq�o�t?Wbuild r inspector with the following: for new building or new use: 1 . Final survey of property with accurate location of all buildings, property line 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 17 lead. 5. Commercial building, industrial building, multiple residences and similar buildi 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. r. B. For existing buildings (prior to April 9, 1957), non-conforming uses, or buildings a: '"'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 a consent to inspect signed by the applican 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. Busalnesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildin¢ - $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 . . . .3C)— ©�. . . . . . . . . . . . . . . . . . . . New Construction. . . / . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . . Location of Property. . . ��rIC�U , �!? \C LI.n . 41CK.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . House No. Street Hamlet �t , Onwer or Owners of Property.. . CK: A :g:I. . . Un �'S. . . .0?G1.�{ . . C4(A(�'2. . . . . . . . • . County Tax Map No 1000, Section. . . J~. . . . . .Block. . . .Q.V. . . .. . . .Lot. . O q...v 3. . . Subdivision. . . . . .//. . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . • . . . . . . . . . . . . . Permit No.91.24.kZ. . .Date Of Permit. Applicant. .LCAlII4!11 [ . . . . . . . . . Health Dept. Approval. . . . . . . . . . �/. . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . 4 . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted: $. . . . . . . . . . . . . . . . . . . . . . . . . . . f. / . an l d a'1 . . . . . . . . . . . ... . . ��� APPLICANT suFF04 Town Hall, 53095 Main Road y Z Fax(516)765-1823 P. O. Box 1179 v- Telephone (516)765-1802 Southold, New York 11971 dol �a OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: �-�Q -ta Building Permit No. / Owner: /,/1 1 ►C4/)Z HO M C'�, /✓l C- (please print,) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. LJJ (Plumb rs Signature) Sworn to ore e is �.� day of 5c p�emh z r , �d'Q'Lcn a. Notary Public, County STEVEN E. LOSQUADRO Notary PuNic, State of New York Reg. No. 20L05076843 Qualified in Suffolk County Commission Expires April 28,' JEFFREY T. BUTLERS P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 766 63 1 -B21 -9650 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS July 24, 2002 Town of Southold Building Department Re: Manzi Homes Laurel Links Country Club Superintendent's Residence Permit# Dear Sirs: Please note the following concerning this application: • I have reviewed the framing with respect to the plumbing bays and I am satisfied that it meets or exceeds the NYCRR for Loads (Part 803) Please call if you should have any additional concerns about this application. Sincerely, J e T. Butler, P.E. NEW zIf, ✓'fin ° ��� 09/1:/20021 13:15 16317440332 MANZI HOMES INC PACs 92 September Ila' , 2002 Town of Southold Building Department Town Hall Soutbold,New York, 11971. Re: 6400 Main Road Laurel,NY 11948 Pernrit,4 28268Z To whom it may concern: Laurel Links Country Club is the future homeowner of the house at 6400 Main Road, Off Peconic Bay Blvd. We am writing to state that we will be doing the walkway at the said location. We will make sure that all ground levet risers are equal to the rest of the steps. Thank you for your attention on this matter Thank you, oseph Pfaff Laurel Links Country Club O L3rL3r3rL3rJLrL3rjJLr� J�r�rJ�rJ�rJ�rJ�rPrJ�rnrJ�r�rJ�rJ�rJ'rJ�rJ�u r�rJ�cJ�rJ�rfrJ�rJ�rJ�rJrJ�rJ�rJ�rJ�rlrSrJ�r�rJ rJ�rJ�rJ�rJ�rJ�rJ�rlrPry o 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW 5 YORK, NY 10038 5 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5FULTON ELECTRIC INC. ' MNAZI HOMES INC . 5 77-7 WINDSOR PLACE 6400 MAIN ROAD 5 ISLANDIA, NY 11722, LAUREL, NY 11948 5 5 Located at 6400 MAIN ROAD LAUREL, NY 11948 5 5 Application Number: 1061198 Certificate Number: 1061198 5 5 Section: 125 Block: 0004 Lot: 24.2 Building Permit BDC: NS11 5 5 28268 z 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 55 Swas inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 11th Day of September,2002. 5 5 Name (OTY Rae Rating Circuit Type 5 rj Alarm and Emergency Equipment rj 5 Sensor 1 0 Carbon Monoxide Sensor 8 0 Smoke 5 Appliances and Accessories 5 5 Furnace 1 0 Gas 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 1 0 F.H.P. Wiring and Devices 5 5 Receptacle 42 0 General Purpose Cj Switch 31 0 General Purpose 5 5 Fixture 21 0 Incandescent Arc Fault Circuit Interrupter 2 0 15 amp 5 5 Receptacle 1 0 20 amp Laundry 5 5 5 Receptacle 11 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes C 5 Service Disconnect: 1 200 cb seal 5 5 Meters: 1 lJ 5 5 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. D rJ�rJ�rJ@nr rrJrJ�rJi nrJ�rJrJ�cn�PrJ�rJ��nrJr nr��nrJ�r�rJ��nrJ�iJ�nrJ�rJ�rJr�rJcfrJ�lcn�nrJ�r�cPrJiJ�r121 11n1:1 U &prr PCCJrPrPcPC PC Prr Prr PC Pr rr PL 0 RI51:51rPcPrJ��PrJ�rJ�rJ�rlarJrJ�r�cPrJ�rJ�cPcnr�rJrJ�cPrJ�rJ��Pr�rJr�rJ�rJ@PrJ�rJ� 5 T BY THIS CERTIFICATE OF COMPLIANCE THE 4 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5BUREAU OF ELECTRICITY 5 5 �( 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Vit. Upon the application of upon premises owned by 5 FULTON ELECTRIC INC. MANZI HOMES 61 WINDSOR PLACE PO BOX 702 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 1� SLocated at 6400 MAIN ROAD LAUREL, NY 11946 5 I' 5c� Application Number: 1196920 Certificate Number: 1196920 5 �5 Section: Block: Lot: Building Permit: �') ��� g BDC: NS11 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor,Outside, �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of December,2004. 5 Name QTY Rate Mutmg Circuit: Type 5 Miscellaneous 5 walk in cooler 5 5 100 amp elevator feed 5 5 Alarm and Emergency Equipment 5 Emergency Light 10 0 5 5 Exit Light 12 0 5�+' 5 Appliances and Accessories e 5 Exhaust Fan 2 0 1 H.P. 5 5 Exhaust Fan 2 0 1.5 H.P. 5 Time Clock/Switch 3 0 5 Dish Washer 1 0 30 Amps C 5 Water Heater 2 0 Gas 5 Furnace 2 0 Gas 5 Air Conditioner 2 0 48.000 BTU 5 Air Conditioner 3 0 60.000 BTU 5 Exhaust Fan 4 0 F.H.P. 5 Panels Seal 5 4 200 42 5 Continued on Next Page 1 of 2 SThis 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 -anr�r�rhrJcPcJ 2l�rJ�rJrJcJ�c1c nnr!r1rJ�rJ�rJ�cJ arJrJ arJ�rJ�rJarJ acPLPLJ-JPLLJ'L3rE3 LrL3pLLpLf'a:rT1:rr.1;rP,i IrJrJ arJ�rPcPr�rPcPrJrJ arJ arJ armor PrJ�L3PLPLcPLPC 0 &J EFFREY T. B UTLER9 P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 631 -821 -8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS July 24, 2002 Town of Southold Building Department Re: Manzi Homes Laurel Links Country Club Superintendent's Residence Permit# Dear Sirs: Please note the following concerning this application: • I have reviewed the framing with respect to the plumbing bays and I am satisfied that it meets or exceeds the NYCRR for Loads (Part 803) Please call if you should have any additional concerns about this application. 4ncerel Jeffrey T. Butler, P.E. OF NEW da C' ��Y T a " � d i tWdv. � BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: Z / i`►/01 .DATE SUBMITTED: 2 /)z. /01 APPLICANT NAME: �AWE+- C-tNus Coo" SCTM# DISTRICT: 1,000 SECTION: 12-s BLOCK: LOT: .2A7-(1,24•1,2-111a.. Is, 1-7) STREET: 6700 MAI r"RaA> CITY: SUBDIV. NAME: N/A PROJECT DESCRIPTION: 6mAcx Y -r2ecus� Fra rN o tel, ¢ l�{ i; u��laa ru.oe- ARCHITECT/ENGINEER: aJp FAST TRACK? A10 SINGLE& SEPARATE CERTIFICATION-REQUIRED? A/v NOTES: -- LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LATS FROM JAN.1997 100-25.Mergec(A nonconfomung at any time after 711, 'q SE QLD4--7,9 2S v ZONING DISTRICT: Ac CONFORMING? yts Ioy,'s" M a //3)�Qs� y ��X20 itt!i&2.'345: NM►fr: ARE: T/3, zoo f REQ. LOT SIZE:ek�voac, ACT. LOT SIZE: ACRE:5REQ. LOT COV. 207, ACT. LOT REQ.FRONT /o v/ro PROP. FRONT .-G REQ SIDE fo f fo . ACT. SIDE "K REQ. REAR r0 PROP. REAR -` WATER FRONT? NO DESCRIPTION: PANEL #: A10 I FLOOD ZONE:_, AGENCY PERMITS REQUIRED FOR REVIEW PROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT: S r NO, (BED#):_±:/,* DTE:—/—/ PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO SOUTHOLD TOWN TRUSTEES: YES or NO TOWN ZONING BOARD APPROVAL: YES or NO TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES or NO NYS ENERGY: YES OR NO EGRESS (18 H min.?4 sq total) VENT(SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR SF SECOND FLR : SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 'OT( SF)- ( SF)= SF X$ _$ +$ +$ _$ Applicant/ Date Owners Name: LUC /�� J n A-s Cod IIJVC/", zaE Reviewed: Id /1DI Architect/ Date Engineer: Submitted: SCTI`4 f;`: District: 1,000 SectJon: las Block: �� t.ot: t Project �} Subdivision Location: -U f4a-4" W.&W ' __--_ - Name: Sigle R separate Required certification: (Yes/No) .(JO Req Req. ZoningAislricck-4� 11,0(size: - Actual: . I (Lot coverage Prolx)sed__I Req. Req. Req. (Front Yard Proposed: I- (Side Yard Proposed: J (Rear Yard Proposed - I Project Description: 66/f Cl" . AGENCUERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: `0/ Flood Plane Elevation??? Flood Zone: 1a 1 Notes: V 02/12/2002 12:20 6317270144 YOUNG YOUNG PAGE 01 YOUNG &YOUNG Telephone(631) 727-2303 400 Ostrander Avenue Facsimile(631) 727-0144 Riverhead, New York 11901 adminGWungenginerring-coni HOWARD W. YOUNG, Land Surveyor THOMAS G WOLPERT,Professional Engineer ROBERT C. TAST, Architect FAX TRANSMITTAL DATE: SOL 12. 2002 TO: 7'ON/n df .Sduilh0/G1 73rt�Yc� _sp _ ATTN: Miht Vie FAX #: -746 � 9502 FROM: rOM M249Crd SUBJECT: Laurel Li/)#s NO. OF PAGES: 3 (INCLUDING COVER SHEET) COMMENTS: A yachevt is a copy df fh.c. SC-=H5 pied»;f i ssu,ed in hoover»bee ) ZOO / fw f w above KR�c of ?0woj&C*9- P/rau nek /47a* 141 i s pe0rrn;11 / 5 drp� r upprownf fo cov,sfyt.cf s;jc (6J .sxpa�a� SGwa!pc cl tspo sm t s y sAoo" s czti al waw .r",pp t)y Serve 00"neof DAs. rf yf-&4 110W� arly grsr rt>nn4s �c900144d$ 4h1-s MR Ww*o-j P14rw covntac1t "S. Planning Engineering Land Suracying Ardtitertore cc, V. So/wr%w t &VI. V to 14*4k 722 --6369 02/12/2002 12:20 6317270144 YOUNG YOUNG PAGE 02 COUNTY OF SuFFOI.K Roww J.GAFFNEY SUFFOLK CouN'1'Y ExECtTftvE DEPART EN.T op HEALTH SMttvicas CLARE B.BRADLEY.M.D.,MPH 0MCE of WASTEWAT>Mt MANAGEMENT COM MssIOMM (631) 852-2100 PERMIT Health Services Reference# C 10 --00 -- 001 1 Project Name Co W Cq-,x3- The attached plan, when drily signed by a representative of the department, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted.The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including'Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. The permit(plan)expires three(3)years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees(if applicable)for reapproval prior to construction. No inspections will be performed by the department on expired permits_ Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply systems components and piping, and final grading as shown on the approved plans. In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-2097; and excavation inspections must also be confirmed by calling 852-2100 prior to 9.30am, the morning of the inspection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 (Rev. 4/03/01) Page 1 of 2 02/12/2002 12:20 6317270144 YOUNG YOUNG PAGE 03 HD Ref.No. Cto-oc) -+ �_Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this,refer to Instructions For ObtainingFinal Health Department Approval Of Constructed Projects For Other Than Single Family Residences(Form W WM-19). [] Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching,pools to determine acceptability of soils. (Call 852-2097 to schedule an inspection , and conby calling 852-2100 prior to 9:30am, the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system (Call 852--2097 to schedule an inspection.) Satisfactory inspection of the water supply system by: 19,Office of Wastewater Management(Call 852-2097 to schedule an inspection.) ❑ Office of Water Resources,Water Quality Unit (Call 853-2250 for inspection.) Satisfactory inspection by the Office of Pollution Control (Call 854-21502 for inspection.) /// ❑ Sewage treatment plant �torage tanks 13 Other: Application for a Food Permit to the Food Control Unit (Cal] 852-2067 for instructions.) — � Four(4) prints of an As-Built plan "Tap letter"from water district— 0,,4ol-a-sc, lN;.•4 �z BW,.� 1 1� �� f }LJJe, Certification from the licensed sewage disposal system installer s"�' `< ❑ "S-9 form"from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis Certification of Carbon Monoxide Alar Installation (form WWM-075 MD) S�Pa - ' l�s�=Design Professionals Professionals Certification of Constructed Works (form WWM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber TBSub-surface sewage disposal system ❑ Sewage treatment plant Water supply system. ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: 1 1 (� 07C) er: _ (l�l�-Glo✓{ GA-2.'�n1� L�r�G•."r� 6r S"1�rAg.� 4� C:� .rV o��wtL�iJ'_.f'P br��fJ.�� .v W M-016 (Rev. 4/03/01) Page 2 of 2 ,i'I.ANNING BOARD IYIEMBI 1 �gdFF01,f {. BENNETT ORLOWSKI,JR. �O� Town Hall, 53095 State Route 25 Chairman h OGy P.O. Box 11.79 WILLIAM J. CREMERS p Southold, New York 11971-0859 KENNETH L. EDWARDS y Z Fax (631) 765-3136 GEORGE RITCHIE LATHAM,JR. 0M. Telephone (631) 765-1833 RICHARD CAGGIANO 4,- 7 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 19, 2000 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 RE: Proposed Site Plan f Lelnks, Ltc. SCTM# 1000-125-3 13 ° SCTM# 1000-125-4-2 SCTM# 1000-126- ? , Dear Mr. Cuddy.- The uddy:The following took place at a special meeting of the Southold Town Planning Board on Monday, September 18, 2000: WHEREAS, the site plan application for Laurel Links consists of the Golf Course Maintenance Area, which is to be located on Lot 30 of the proposed Laurel Links subdivision; and the Golf Course, which includes a club house, parking areas, a pool & poolhouse, tennis courts, maintenance buildings, a pump house, a halfway house and a Superintendent's Residence, all to be located on Lot 31 of the proposed Laurel Links subdivision; and WHEREAS, on June 12, 2000, the Planning Board held a public hearing on the Laurel Links site plan dated January 19, 2000; and WHEREAS, in a letter dated June 13, 2000, the Planning Board listed elements pertaining to the site plan which were to be addressed prior to the Planning Board granting any site plan approval; and WHEREAS, the items listed in the June 13, 2000, letter have either been addressed or will be addressed as conditions of site plan approval; and t Laurel Links—9/19/00—Pane Two WHEREAS, a Groundwater Monitoring Agreement has been presented by the applicant, and such document will be signed by the applicant, the Town and the Suffolk County Water Authority, prior to any endorsement of the site plan; and WHEREAS, the Architectural Review Committee reviewed the project and approved and endorsed the set of building elevations, plans and colors, subject to conditions outlined in a resolution dated September 7, 2000; and WHEREAS, the Architectural Review Committee's conditions of approval will be included as a condition of the Planning Board's approval; and WHEREAS, the Zoning Board of Appeals granted Special Exception (Apel. No. 4624, December 10, 1998) for a golf course, a golf club house, and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool, subject to 3 conditions: 1. That the Board of Appeals reserves the right to reopen the public hearing on the application in the event that the Lead Agency issues a Positive Declaration under SEQRA. 2. That a steel gate shall be located across the proposed emergency access and shall not extend 100 ft. past the proposed Superintendent's driveway area. 3. That no construction or work vehicles shall use the proposed emergency access, and the emergency access shall only be used for fire and other emergency purposes (not for general public or private use); and WHEREAS, Numbers 2 and 3 of the Zoning Board of Appeals' condition of approval will be included as a condition of the Planning Board's approval; and WHEREAS, on September 8, 2000, the Building Department certified that the proposed Golf Club and accessory uses are permitted in the A-C District by Special Exception, that the proposed buildings and structures comply with provisions of Chapter 100 of Southold Town Code and that all structures comply with setbacks as contained in bulk schedules or elsewhere in Chapter 100; be it therefore RESOLVED that the Southold Town Planning Board grant final approval to the set of plans (Sheets 1-6) which include the Golf Course Planting Plan, the Site Plan, the Clubhouse Area Grading and Drainage, the Clubhouse Area Landscape and Dimensional Plan, and additional Detail Plans, all dated August 16, 2000, with the following conditions: 1. The conditions listed below must be fulfilled prior to the onset of any clearing, grading or excavation: t' f Laurel Links—9/19/00—Page Three A. If preparation of the golf course is started prior to endorsement of the final site plan, a Letter of Credit in the amount of$50,000 will be required to ensure that any clearing, grading or excavation will be appropriately reclaimed in the event that the golf course is not completed. B. There shall be no construction or work vehicles allowed to use the proposed emergency access. 2. The following conditions must be fulfilled prior to endorsement of the final site plan: A. Five complete sets of the final site plan(including drainage plans, landscape plans, etc.) must be submitted. Where applicable, the plans must be revised as noted below. The site plan must include approval from the Suffolk County Health Department. B. The Groundwater Monitoring Agreement must be revised as per the August 30, 2000, report from the Suffolk County Water Authority. The Agreement must include all items specified to be included in the Agreement in the February 17, 2000, report prepared by Nelson, Pope&Voorhis, which was adopted by the Planning Board on March 7, 2000. The revised document must be approved and signed by the applicant, the Town and the Suffolk County Water Authority. C. It must be demonstrated that SEQRA mitigation measure Number 5 from the February 17, 2000, report prepared by NP&V, which was adopted by the Planning Board on March 7, 2000, has been complied with. Number 5 reads as follows: All the recommended procedures specified in the Integrated Turfgrass Management Program shall be followed: these include the procedures regarding the storage, preparation, application and disposal of wastes related to fertilizers and/or pesticides. D. SEQRA mitigation measure Number 6 from the February 17, 2000, report prepared by NP&V, which was adopted by the Planning Board on March 7, 2000, must be completed. Number 6 reads as follows: The Applicant shall be responsible for the preparation and adherence to the Storm Water Pollution Prevention Plan, to be prepared prior to the onset of construction, and which procedures shall apply throughout the construction and occupation phases. E. A Declaration of Covenants and Restrictions must be prepared as recommended in the August 30, 2000, report from the Suffolk County Water Authority. The Declaration must be reviewed and approved by the Planning Board prior to filing in the County Clerk's Office. F. Curb cut approval from the New York State Department of Transportation must be submitted. J Laurel Links—9/19/00—Page Four G. The following revisions must be made to the Landscape Plan: • The September 11, 2000, Landscape Plan Review from Chic Voorhis must be addressed. Changes must be shown on a revised Landscape Plan. • In response to comments made by the Architectural Review Committee, the Planning Board is requiring the planting of Arborvitae to the north of the maintenance barn to provide screening. This must be shown on the revised Landscape Plan. • As noted in the September 11, 2000, drainage report from NP&V, the Native Tree Planting details must be provided, and the planting of non- play and play areas should be specified in terms of groundcover in the landscape plan. 3. The following conditions must be fulfilled prior to the issuance of any building permit: A. As per the September 7, 2000, condition of approval from the Architectural Review Committee, the location of roof penetrations and catalogue cuts of all external lighting fixtures must be presented to the ARC prior to the issuance of a building permit. B. The steel gate to be located across the proposed 15' emergency access shall be installed. Please feel free to contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman cc: Building Department APPEALS BOARD MEMBERS g�FFO(,f l Southold Town Hall Gerard P. Goehringer, Chairman Gy< 53095 Main Road James Dinizio,Jr. y ae P.O. Box 1179 Lydia A.Tortora • Southold, New York 11971 Lora S. Collins *4 ��• ZBA Fax (516) 765-9064 George Horning �l �� Telephone(516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF DECEMBER 10, 1998 Appl. No. 4625 — LAUREL LINKS PARCEL NOS. 1000-126-7-1; 1000-125-3-13, 15, 17, 1000-125-4-21, 24.1 STREET& LOCALITY: Main Road (a/k/a NYS Route 25), Laurel DATE OF PUBLIC HEARING: October 15, 1998 and December 30, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The subject land comprises a total area of 222.85 acres, with frontage and access from the southerly side of Main Road (a/k/a NYS Route 25), Laurel. The property is zoned "AC"Agricultural-Conservation. BASIS OF APPLICATION: Notice of Disapproval issued by the Building Inspector dated July 30, 1998 denying an application to erect a free-standing sign because such signs are permitted in the A-C Zone only with Board of Appeals authorization pursuant to Section 100-205.1. RELIEF REQUESTED BY APPLICANT: Applicant requests authorization to erect a 4 ft. x 6 ft. freestanding sign announcing the proposed Laurel Links Golf Course and homes. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of the record, the testimony presented and personal inspection, the Board makes the following findings: (1) The subject sign is 4 ft. x 6 ft. in size, mounted on two posts and having a total height above ground oof eight (8) feet. It has a dark green background and ivory lettering. (2) The sign's specifications are consistent with the provisions of Code Section 100-205D governing free-standing signs allowed and with the general design principles set forth in Section 100-202. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was Page 2 - December 10, 1998 ZBA Appl. No.4625— Laurel Links Freestanding Ground Sign RESOLVED, to GRANT the sign authorization as applied for, in its present location, subject to the following CONDITIONS: 1) The sign shall be set back at least 15 feet from the highway pavement or five feet from the sidewalk, whichever is greater. 2) If illuminated, the sign shall comply with Section 100-206. VOTE OF THE BOARD: AYES: GERARD P. GOEHRINGER (Chairman), JAMES DINIZIO, JR., LYDIA A. TORTORA, AND LORA S. COLLINS. This Resoluti n was duly adopted (4-0). (Member Horning of F.I. was absent at th o his.,Re u ERARD P. GOEHRING , CHAI AN FOR FILING ON 12/16/98 I � PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. ��4 OGy Town Hall, 53095 State Route 25 Chairman C P.O. Box 1179 WILLIAM J.CREMERS v� Z Southold, New York 11971-0959 KENNETH L.EDWARDS �y • !� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. 0 Fax(631) 765 3136 RICHARD CAGGLANO �Ql �a PLANNING BOARD OFFICE TOWN OF SOUTHOLD S TO: Michael Verity, Principle Building Inspector FROM: Valerie Scopaz, Town Planner J� RE: Laurel Links Main Road, Mattituck SCTM# 1000-126-7� d r' SCTM#10 0-125� 1 SCTM# 1 -3-13, $ a�< 17.1 DATE: October 10, 2001 Please review the attached for certification. BUILDING DEPT. PECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE J � O� INSPECTOR suauINa DEPT. INSPECTION [ ] FQUNDATION 1ST [ ] ROUGH PLBG. [� FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: .Se DATE INSPECTO 1 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] U r ATION 2ND [ ] INSULATION [ ] F MING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: 4myj Cz T c DATE d INSPECTOR AAAA M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG.ULAT [ ] FOUNDATION 2ND [ INSION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ' 11 // < DATE a' l JhSPECT M-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ ] ROU:7ATIICN PBG. ( ] FOUNDATION 2ND [ ] IN [ ] FRAMING [ FINAL [ j FIREPLACE & CHIMNEY REMARKS: IVA T DATE A JZ INSPECTO FIELD INSPECTION REPORT DATE COMMENTS 4-� FOUNDATION(1ST) _ H ------------------------------------ - - FOUNDATION(2ND) O - -511 16 - ' ROUGH FRAMING& PLUMBING - r INSULATION PER N.Y. STATE ENERGY CODE y--�v FINAL ADDITIONAL COMMEN \ - o � m - - G b - - Lr\ Q O - - -- - -- - -- - o` r 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying 7 TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-180228 2raB Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. _ Trustees Examined 20 1- Contact: Approve S� ,20_.;?— Mail to: Disapproved a/c _ Phone: 30 Building ector 2002 APPLICATION FOR BUILDING PERMIT ._OG. i%E! r .rr oLo Date 20 4 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) a . 9,9 )< g J-0lu'up'd wy (Mailing address of applicant) v //(' Y 1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 1 T 0 w 0 2 •2 Name of owner of premises L G , C. f (as on the tax roll or latest deed) I applic tis coY , oratio , s' ature of my zFthonized officer -- 2�c9 /t f �OG✓� e� v (Name antitle of corporate officer) Builders License No. Cl1v)-:i:: C S T4c Plumbers License No. - �f Electricians License No. �` d Other Trade's License No. 1. Location of land Qn which proposedvyork will bei done: House Number Street a s Hamlet County Tax Map No. 1000 Section Block tel" Lot . Subdivision Filed Map No. Lot ` '.. (Name) 2. State existing use and occupancy of premises and;'ntended use and occupancy of proposed construction: , a. Existing use and occupancy C7 tJ, b. Intended use and occupancy S 1 Ll 7 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost c�, Q d 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 Rehr Depth Height Number of Stories 8. Dimensions of entire pe—non ction: Front Rear Depth Height 2 g Number of Stories 9. Size of lot: Front Ct5, \6 Rear �a _Depth /�,�� i k 10. Date of Purchase /'� C OO(Name of Former Owner 11. Zone or use district in which premises are situated ' 12. Does proposed construction viol/ate any zoning law, ordinance or regulation: A d 13. Will lot be re-graded �`�© Will excess fill be removed from premises: YES 14. Names of Owner of premises LL C� Address 130,0 5tMIEAIT—Phone No. -7�,A -yggO Name of Architect (5%4TL4 (})V/vAS Address 13Y !q Phone No Pa 1 - 1 PS(1 Name of Contractor ryA d a) �9 M E 5 Address (W 7 O Z &41 pT Phone No. -7 y y- j 0 Jq 15. Is this property within 100 feet of a tidal wetland? *YES NO X — • IF YES, SOUTHOLD TOWN TRUSTEES 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 0116u,&Q — bU i �/� h 4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (1012ea12P Or 1 hC (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 o 7k day of 1 a 20� Notary Public i tore of Applicant JANET STEWART NOTARY PUBLIC,State of New York QUAft 52-46633495 'n Sat* DUmy, CW"*8k6 Elias Nov.30,20 JD- g..€ Young & Young, Land Su eyors :18� 400 Ostrander Avenue, Riverhead, New Yq k 11901 631-727-2303 g��o s°eeiwm - -s.m°X a..° P,° .r m c.me• TwnoAlden sun°Ik c°trrr Mri°. ec, oma'` s°emamo. - sanm m. °r P.°PmIN°r c° ° mmm a oma.; � & „bg x ° r W. Pozen P.E. L.S. /rVe -- F s°mixc es' mmv `5 j'- °• ° r I Thomas C.dWoLpert Prof�aanaL ngin ° 9'z"am,l° ma"n:"n"ire° L le °..aroma r 8'4kO E r ! tr I v x °°mr u° � 9. u 5 1 � I E r 245.02 u- ---__- •' 203.82;v S ' Z i 13'45'50" E � �3 x '• * o�� S 78 3P50' E 6fi0.4Te "I M'° � I NE,L..Xos 773.42' ,�-.mVt• 2mnO No 400 E rAM -M S 12' _ax:Nm.Pa comm°Io __o_-_._ m_Y _ DRAINA£ I I II 7,h I a EASEMENT NO. 1 3 i o_ o NO p j _fO r�3a Nenneln V-1.1rh X°rm°Owl°n sy ` L°minkk Perinl°fh Wn 4etl Per1°I \ B`6 M1 N Z^N I Lot 30 "°",nitt°'mMIIY N 10' RICHT OF WAY TO AS DNIC BAY BWIEVARD A�Era AS DESCRIBED IN GEED / w S 1825.70" E 935.78' ute15 cn.333 ° gg o R=25.00' R=25.00' R g vl NN L=39 31' L=24 56' v Mm N 16'53'40” W X0219. 6 b ^ 237.62' FLs90,00 R=25.00' ro. vi i 1 8�`� O z L=25.06' w Of 228.72 I'P S 16.53.40" E "p ( p, a ,\.r• ,/ a ."�' v R-25.00. C\\yO.Oti b- N 0 £ - / Aeae PIN L=39.23. >4.06 2S S 90 1v `74p.-4 �o. aM n _ R=25.00' >` I'I @n z L=ze.94' amass o. no z R=25.00' 'oiP L=31.61' O. M M i I EFS 10 - 3L55` / 11 $ Y Z9 S dp - 3 t ob ,y e tP r0 . I t 0i oo-e/ 31 0 n 0E/ .4 w u, Q. in m Cin h ,a^"ova• �.\ < o. / i f tD� r0 N /r3• 76 � M M ,oy yC n rrini � ' - 12 1aM9"gi fa m gi n; 4 `:a to i \ •� `µ Ldr per° NOTE :r- \ '/' 15 s mOo.'x° .ni is /� N m AREA = 154.6442 ACRES O' N 78'42'00" W / \c^ 9,23• m \/ I4a% I, \ • SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF / \ w O� u w'i�m THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS Z 0 tD 1r in m e, 148.79' x�""� `p° r \ FILE N0. 10712. "'i.o N 17'35'40" W INSE SCALE: 1"=40' ° D O, ov � 3g2T� I 5 z /i mo' 3 L• p�d � Q 3a, Open Space Parcel A If ,r: 0 o s `Bwg 9.07' 38 0 o -- -_ S 18'73'10" E N \ Subdivision ^I \ 'Laurel L,nks" ' \ LAUREL / ay unuTY EASEMENT No 1 ,00 \ '•%a O q —1 6 � Z N N^, 1 ♦ '� 4 COURT jQ '` �" 21 r u y '" �h9 2 20 I 19 \\ v1 } ------ 3 I N 46�5j1 _. _ g 13 4 ( oE�e v �.D�. r . 3 LO 29 \// tis` ) ' SURVEYOR'S CERTIFICATION'I N - I R=40268" \ _ _ / / �'J ' 1 .�nN05 ' = /- J51 P °i sL-ss z2 'yb " W �y19 •06•`7 - O U`` • WE HEREBY CERTIFY TO LAUREL LINKS THA THIS N6 14 37�3312 N N 202023" W 391.44' ^ryo`T _ _ r I SURVEY WAS PREPARED IN ACCORDANCE WITH THE CO E OF .l ,' , 06 5 ,ry ' S'S `-` /, 'i! ADOPTED BY THE NEW ORK STATE N r v3P 25 j 24 5, 23 \\' �a •gO RaT62.50' 10 q� 45 0� - I � ' s--` - 2 rr , ' P pP Y "� 4mei ASSOCIATION OF PROFESSONALLAND SURVEYORS 28 JPRACTICE FOR LAND SURVEYS ___, S. ' S $ g o N 4 � ;NEW y a r^ s 27 `° L'�e L�3rz.fii �`�>\as 2 M16 / wc"i"� I _ („ -°a S 0611'40" E 'O.v�\ r 26 3 _ oljz se•_ _ --_ ¢;50� ? 9 �.._.� �: _-_.._..____ Open. uPace Parcel B ^ °°3f Ai� "„R? 62.70' p� TIC \ _ _ _ a`j 16 E �\ 04 32* \..-' rCO Io - •'Laurel Llnks ^,ry R 3• Rai37.50' C Y7/� rI y�I•i''� '--” >� `S _ Subdivis � __ __-_ -__-_ ° 7 S I _18'0440" E '• fi _ J - z�4 v' ly R=152.53' r'mry i n� 9a6 _N 1evrt4a3 w , 00 6 20 E s HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 -0�(345893 � 39s'S sm�>* L=94.49' gyp'` wg 4tto \ `?.?-10. z"a5� f f ry1' 265.74 / 2 O-1% 3 Bee yc R'a E .50' S0. p 0O. , e�yK O y S 12'30'00" R�37 /1 t\ly-' / S N 19'44'20" s p a N' 535.65' R�9250; L=335.54' R=14966 v ra y A- AO. bDeg N N t230'pQ" wL=295.56 L=214. / C 4'zb� C(2' €e� ` y R31250' La223Q _ 3• CONL y 5 555' T R�1>.50' LZ103 A A' M O Ld 4� ry FWNOAn 13 ACCESSER�CY RET ry ryry rf °°'PF�' �9j- SURVEY FOR GOLF COURSE & RELATED IMPROVEMENTS EASEae"Y �A SEE INSET ea " /i A get^ 1'o ARE NOT SHOWN HEREON s `�°;/,ate'° �F2 LAUREL L K S LOT 30 "LAUREL LINKS" Lot 30 At Mattituck, Town of Southold Suffolk County, New York County Tax MOP Ustrict 1000 Section 125 Block L.t 24.23 �. N 3335.7T84ew W II .°„I ,.,,. N.18'20110"`WN I .°, I L,,° °' I • y I a j R=50.00• N 194420 O%w �tlf.°�/•,a o�f a° aL=124.7 288.44 26 .37 FOUNDATION LOCATION SUI 28' .61' j N 19'44'20" W DELMAR DRIVE - �i; jwemslmkc°u°n°,rrn M ouX rnue6 I j w,.° ,an t.l a j ,.I m m,21 1 1 uw �I xalLwlYMCP t, k" j ,.I. L.I3 a� DELMAR DRIVE I I I I I I o DELMAR DRIVE j i I gro5 bo 6. MAP PREPARED JUNE B. 2002SCALE ybe 1 _ 200' deb JOB NO. 97-170 DWG. 977017_030_foundatian Jae esL I �$ C) io? � _ Young & Young, Land Surveyors Fill E Iii \ 400 Ostrander Avenue, Riverhead, New York 11901 WEN 631-727-2303 "` agE� - s'l a°, It . °°,g,LmIII c om„t s°emaa°° - °, °, P / \ Alden W. Young P.E. L.S. (1908-1994) I?='0 °I ° N, 561 ~ 5 II°Ix C Per B pine,a ,� wiA° _ °r o'°°i a'vio i° k n ISI------- S - ---- / Howard W PYoun Land Surveyor ebg ..r. M N -- ofeesional Engineer D G e Mr F m`si g r n,°ri o:c°iau a oonm nalr n' 9 _ _ S 18'4240" E Thorns C. WoC ert, Pry ese'ao•oo ,�,•°w s r .:,� ,?S M'c �` °"'" ". .. �, — — --d-- € z .02' ' W. 203 82'i`' I�--_ c °v.l"u'awvr :norm mn� orp j13.45.50" E D ' ' ••^_°°'• ' o x5 18'31'50" E 660,47' Ij o 4 ^�h 773.42' 2 / KC FT\,,°s S 1300' IF k ° ( lk " ahSZPrEncC e (( 'r GOING /^ 0 T FOUNDATION 00 p $ I COVERS O � J G� Li✓t DRAINAGE EASEMENT ND, 1 I 3 o O 0 „ I^,rj nn°1Y pmtl°n n°w w 1pmi v°n°e N N Nepeml°rr p°ml°Iv'M Pvini°Y 'Mnllred Pe / o V 1N z I Lot 30 "� 1D' RIGHT Dv wAr To -l \ ' a ON z A==H l,1 A6 DES518CP.33 IN DEED / tl°a PECONIC BAY RED F e w 5 18'25.10" E L.11616 LP.33] I m- Gi ' R=25.00' L-25.00' 935.78' _- \ 9• vi f`r L=39.31' �L=24 86' 1 N 16'53'40" W l 021 9 5 N v it 8" 237.62' R=25.00• < Lz L=2506' �' "" i INSET 'B' �P. SCALE: 1°=40• \ 8 w 228.12 S 16'53'40" E ( R=25.00' !\�C R�r v N 0 P, L=39.23' r R=256 ` S20, 0 JO. �991 34 L= IF z 3ai @e: R= L= v o \ 10 r / Egg3 N w / 11 op¢ 8j. q m m m Z 3 r 9 SNbpopp V mrv�� (1 / o �o w d' Aan 1 ta(Ii' L'Si0/)a'. 4 I - IF D 11 h n in - n IT Tin __ 12 > r14 N'w'ni mp,-',`,',n YO ry29 : % y/ Z p 3 - \ / \\ wa.w�°' ,...P �a NOTE a 15i I3? e—<e,,r?"v" w9°a`s,6 a—"ry \ \ 55 O '�162.pw3°o�:\lA•oo yTA sy e e r\ e ma / AREA 154.6442 ACRES N 18'42,00" W 9.23' FOUNoa1' SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF 6 THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS 1E 148 7gFILE N0. 10712 40" W OF \`` mop W 35271 b ----- \" 3g 18" Open Space Parcel A I 17 / RECEVVED 3 Subdivision - ^o N 907 -N B - ��. i� L`___ ' unurr EASEMErvr ND 1 INSET 'B' "" 5 18'13'10" E v "Laurel Links / �i h� \ o .ge'e a N 1 4 \ - 'I - 18 �o$ e a m" i Ile INSET 'A' SUFFOLK COUNTY Y aa3 — QN. a,9ti \ - � s� zt 20 is Np5537. m 3 .'' 2012 AUG 30 P.199Ofl k, P i o 9 N 0 9'` 2 SCALE 1"-40' PDNR HOUSE 2s \/ y SURtY�Z1 S �lktfrltAT ON N99'➢ o in AM`• > R=40zs6' _ yR'S'1'°j OF SL=zs Da' - �� W ,Cg ^�0 • WE HEREBY CERTIFY TO LAUREL LINKS THAT THIS ,/ e it, OF 1 - _�% r' y 'o0p 22 ejp N� N 37483,72 "5 N 20'20.23'• W 391.44' ^,�ry - . �' YORK STATE -- _ I DE 0 1 v\ s >> S O / _ PRACTICE FOR LAND SURVEYS ACCORDANCE BY I THEN EWO 28 ( P3P '.`oo� `y>, ?'• ,118 N1 `s /7/ �If ASSOCIATION OF PROFESSIONAL LAND SURV$YORS. 23 Ws•5. +\`�37" r v / > �' Oy F 24 ' \J� 12o6B° .tip , a5 .\._ - _ _ -__-- _ - o i� NE1 Cl6 N i .� O P s^". �G ry j.Q 1 0 Z R�S8250' L` W 1 \„ N ISJ` s l s C 0 - p 'qy - s ' v 27 \ L,z32.6 \ Subdivi as \' S 0671'40" E `fy l 4 \` {2\ —3].50' \69' C\ y e pO>� 2g - � se'— _ V\ : - -- - n Space Parcel B ' " "�_' 6270 so• >�. S i ion - Laurel in ° -16 11 \ �L ' �• 5352 �\ 20;932 _-/� �h ryh 6 9g _78'04463 E '� 20'0 '20 E ° �' R=152.53' 0 ryry /a 0 T 100.6 ' J a? HOWARD W YOUNG, N.Y.S. L5. NO 458936 45693 P��O @„ne ,, L=94.49' i /a 9 a.lD - a' s'zn F�tANDS� ”°b �O r'f 5 P",42 2fi5.74' q* 1629.0 ego. Said y 2'30'00" E Rd 37.50' S� e ° r S N 19'44'20•' W q pp , r 535.65 L�335.54' ` ' 2S. de``of ,p O- E a y0i sJ ry rzJD'oo• w _ _ L=295.Sfi• R 12146 / •�'6� y. ' B v a° c Si n. /y B.z,Ya y2 SJ5.65' -- { B' /SA. 3�� 2 SrORT B.} O, c° E �Y Q R�1J SD L=3,I3B - 1.�`� 50 ry FRAME HOU<S\E\ , 25' EMERGENCY A=\la. .jryry N GARAGE J 'Y, �� "d�'��/ c] C�9 SURVEY FOR ng4F yACCESS E' ry .� %,d' 3'I''R6o GOLF COURSE & RELATED IMPROVEMENTS sMfi"' SEE— /epa /ioL e oPa- Po ARE NOT SHOWN HEREON = INSET 'A' , ,/a^'`� �4„� LAUREL LINKS '0yf41 10 "P j LOT 30 "LAUREL LINKS" di Lot 30 ",,p At Mattituck, Town of Southold °" FIT 8 i',, Suffolk County, New York J O� C" /\dE°pOa1 33378 R=50.00' y P O 'E,0 W °I \° of LI T. Lr� y p I 28 =124.70' R° /a at'a° a, o,. H,y Count Tax Ma Drsl,��1 1000 s«I�°� 125 Dio�x 04 LIT 24.23 N p8'57•a10 `N I a=, \"I ,. N,.r1820 as,. I °I.,x , 265.37 c I I I°I> I a _ zss a4' 73.61' N 19'44'20" w DELMAR DRIVE ¢ I ,.r. LI." I°r b r III .Rs u .-ITN F,.�„' �P I w LI, j I=I, a Lr. DELMAR DRIVE I I I I o DELMAR DRIVE a„ks GENERAL AMENDMENTS AUG 19, 2002 "A MAP PREPARED JUNE 6, 2002 On SCALE 1” = 200' vqYAP JOB NO. 97-717 =23; DWG. 977017_030_2002_0436_su rve y f REVIEWED AND APPROVED BY PURCHASER. 280 - �� REVIEWED AND APPROVED BY BUILDER: DONT RIDGE VENT ONIL RE "-- �_ _--- -- ASPHALT ROOF 9NINGLE5 PLU F T N --_- -- �(j' / CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER12 - SUPPLY SYSTEM CANNOT -- - EXCEED 2/10 OF 1%LEAD. APPROYED AS NOTED DA OTe x(08 PROVIDE 3h HR. FIRE - - — - - - -TOP of PLAT E - _- RATED SEPARATION TO - - - - - - - - - - -- -- - - - ----PA Jk - .. OTIF'F � JN-QitE -A� - - _- -_ _ -_ � - - - - -- - -- - _-- -_ -- - -- - - ._ --- - - - - _ --N.Y BTAT�Buit-0IN . .� �_- -_ _M4802=0.A1A-TD=fiPM-F01f�11�=� 7n 7 -- -soaGti=<F�tAMIN>a=s-'ar<Uu181Nf� LON_— - -- _ ERMAL SHOCK"PREVENTING�--__- --- ---- ---- ----- - - - - -- � - otter --.--OEVIG ---PART=902: - --- -- - ------ ----- -- ----- - - - - - - -- ------- - - - BUGT10T9RM6E FOUNDATION NOTES: 1, 112"Anchor Botts @ 8'4"O.C. Maximum ' 2. 8'Concrete Foundation Wall,8'-0"High, 3000#Test 3. 16"x B"Concrete Well Footings, 3000 Test 4 2-1 %"x 11718'Microlam Built-Up Girder-Grout Beam Solid in Pocket S. 24"x 24"x 12"Concrete Column Footings,3000#Test 6. 4"Concrete Floor Slab,30008 Test with 6"x 6"#10 mesh and vapor harder 7. Damp proofing and at exterior foundation below grade ' 8. Foundation well to extend a minimum of 8"above finish grade / 9. Assumed soil bearing capacity,2 ton per square fool,suheol to Inspection and verificabon. 10.All footings to be tended down to undisturbed soil. I 11.No footing shall he set higher or lower than a 30 degree angle from any other foaling I J 12.Pour no concrete on how ground or In freezing weather. 13 3 112"laity columns MATERIAL NOTES: Floor Construction' 314"DEB plywood subfiocr, glued r Nascor NJ 10 floor foists, spacing as noted i 2-2x6 CCA sill with termite shield and sill seal Finish floors as per agreement Roof Construction, V Asphalt Roof Shingles, 20 year 3-tab �I 15#Fell Paper 1/2"COX Plywood Sheathing /. 0 2x10 RidgeV � z 2x8 Roof Rafters Q 16"O C as noted p 2x6,2x2xCeiling Joists @ 16'D.C. 2x4 Collar Ties @ 32'O.C. Well Construction: 662" a 2x8 Fascia,Wrapped with aluminum Overhang as noted 1 Vinyl full vented sols , Aluminum gutters and leadersI9' 0" l' 3I' (I" 10'4" 5' 10" Cedar shingle siding Tyvsk Housewrap 112"OSS sheathing 1/ - 2x4 Studs @ 16"O C with 2x4 shoe and double 2x4 plate 112"Gypsum board -' 518"Typegarage X in -' 9 9 12" DIA. z 42" DEEP �? n"t arms Windows manufactured by Allude,vanty all rough openings ' i0"X6" P.O. m P.G. PIER ON At least one window in each room shell comply with exit requirements w LINE OF DECK ABOVEPIER !OR TO UNDISTURBED Insulation. ---- ------------------- ' SOIL) 4"x4" GGA POST, a C JR-131n all exterior walls common with Irving areas and living areas common with garage I % ` 2-ZX10 GGA GIRDER �`2_X%10 LGA GIRDED- - ANCHOR TO PIER (TTP.) 6"_R-191n cathedral ceilings ` 6" IR19 in all flat ceilings. 1 P,0, 66" 66" On 22' 6" i 4" Wl I in all exterior garage wells 1 _ FRAMING NOTES. 1 i 1 All FRAMING unless noted. 2 All comen;am solid O A 3 Double lacks over 48'spans V O Co i 4. Double joists under all parallel partitions U O E` f 5. Provide fire stopping in all walls as per N Y.S. Code O m 6. Rafter heel cuts shell not exceed 4" 7 Where joists are notched to headers so as to reduce beam depth,use bridle Irons or metal connectors. S. All floor joists,rafters and calling beams to be Hem fir number two or better construction grade with a minimum to= 1200 p.s.1. 9 All 2x4 and 2x6 partition walls to be Doug(Ir number two or better construction grade with a minimum fin= 1200 psJ s � I 10. All beams and gibers shell have 2"bearing min. 2--- GGA w/ 2x2 GGA LEDGER, BOLT 2811 2BIT ,. , _ . . r _____________________________ ____ --------------- ---- ort r, I_____________ _ . _ , D r______________________________________n , D ,__ _________________ _____ _____n _____ DROP FOUNDATION x BELOW GARAGE FLOOR I:0" 14 I6" X 8" P.O. a I_'0" i SUMMARY OF TOTAL THERMAL RATING PILASTER, TTP. LL , , .. tW W v9 rto IF THE TOTAL THERMAL RATING 15 ZERO l0) OR GREATER, THE O OCAVAT PROPOS® DESIGN FOR THE BUILDING ENVELOPE COMPLIES W/THE ENERGY CODE $ ., ° • ED CELLAR ,�THERMAL TABLE e011A. WALL A85EMBLY AREA ULe -VALUE RATING USED r i 4" P.G. 9LAB 4 u I SAI. NET WALLS ]625 .07 .145 6-1 A2. GLAZING 466 .32 -12 blA3 1/2" STEEL COLUMN A3. DOORS 63 .Or .5 6-1 ' •. 2POURED d42 O z0 u ' CONCRETE FOOTING SUBTOTAL THERMAL RATING FOR SECTION A (AI.A2.A3) ' 4. 6' 5" 6' S" T6" ' F4{ O tV i m B. ROOF/CEILING ASSEMBLY 1 = i D BI. ROOF/CEILING '542 .046 O 6.3 r1 °° J r O a, M.L. x If l/B" a 2' 0 , , ry � i i 2-I 3/ z II l/ 2 13/4" IB2. SKYLIGHTS 42 63 S O UNEXCAVATED GARAGE Fam P GK------ - - 21 3/4"x a v6 , _ Ly, i '• a1ROUTS LID ' 0" C6, 7" - - _ 6' 7° SUBTOTAL THERMAL RATING FOR SECTION B (81611 O W 3 4" P.G. SLAB ,, -- ,__ 3/4_' L r4 o G W IRDER M.L. GIRDEl DER 7' C. FLOOR A65EMSLT ' m v _ nl �i 2-I 3/41RD It VB M , pER .� 1542 CIL FLOOR 4 1 4I ht BE M POC IET}/8'i . r_n m CIL FOUNDATION PERIMETER o O FT 046 O 6-3 oTGf IO/10 W.W.M. W H.L G , H.L. GIRDER L. GIR xb FURNACE ry - " POUROUS FILL L__ PITCH To o.H.v. e �` i .. r EN N ER: EI HE" O OFT m i , '______ o r_� a '__ I GOX24g GR UT SOL1D� j .4 .." ,c It 6' \2? 7 ABOVE GRADE EXPO INSULATION DEPTH O 04' O O O - ci 5/e" F.i� J M i_ ?TPG RETE FOOT NG r 24' 9 FOOTING R PERIMETER R-VALUE , -i �u G. GLIB • -- G3 SLAB EDGE INSULATION O O O O , °a .� PER CiFDE R1RNAG O I a y i iN '�' 0)34 , OVER ry ry z I • �' I ' SUBTOTAL THERMAL RATING FOR SECTION G (CDh CC3) , ________ I JI LL LL / -1 LL I LVV ..MVV TOTAL THERMAL RATING / 11420.K. ______ ___________________ ____•_ •: ^, ••' n O '- � �• � O° — JEFFREY T. BUTLER, I 12' 10" 3' 8" UJ 9 o --�----._ - - - r----i ----- ----- uJ D --� � I V LL • e - J J i � i--------- to D) W ' 5 0 0 3 W d) V _— z_ Z UJ Q 2' 6„ 8.. 4' 8" 8„ 20' 0" C] J d) g 24'4" 13'4" 28' 6" u, U _ 66, 2„ O M , aL w ex FOUNDATION PLAN WTO I�CONNECT PER CODE E DETECTOR PAGE . REVIEWED AND APPROVED BY PUROHASER- REVIEWED AND APPROVED By BW-DER: 2 of 4 i 1 I I 4„ VTR i r 3 LAV I ' LAV ' W.E. TUB/ W.C. TUB/ I : SHOWER 3i SHOWER ; SECOND FLOOR 777 UFw 77 U 2.. 3.1 2" 2" i 2.. 3,. 2.. I 6NK T 77 MAIN FLOOR O 3" 2" 2.. T' j FAI G.O. I G.O. C.O.. g ' TO AN APPROVED 66'^_" eu 4.. i SANITARY 9EPTIG 9YBTEM CAST IRON 19'0" Ila'! TIV 10'7" 10, 101, 5. 101. HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) STEP z WOOD RAILING ' e - AND STEPS PER CODE ✓� 15'0" 22'6" c x 6 9NINGLE RIDGE GA RIDGE VENT DE P_ /�' c o /5/4"x6" CCA DECKING ' EXHAUST AIR I SHINGLES FELT PAPER ROOF SHEATHING (TYPJ , 2 3050-2 a 9030 3050- W TO" 3'0" 2-2x12 HDR / 2-2x12 HDR �____.J • d RAFTERNOOK INING ROOMI KITCHEN 0OGLC. NGT. . BSO" CLG. HGT.1'6" 2- 1'6" B'O CLC. HG W =CILU RIDGE BEAM _. ARGARE Id �-L • a m RIDGE VENT DETAIL 5/B" F.G. DN ILLS Q a %` - X p AND GE NG PER DE IV u x } FAMILY ROOM z 1 i i� 9 (Zj p � � Q -✓ B'O" CLC. HGT, c i iQ z `— rr2 z (q LU 6 N x _ 1 3/4" X 9 1/4" M.L. W/2-1/2" STEEL PLATE a c — _ — _— _____ (1/ ry — m a O = TEC ALL FLUSH CONNECTIONS 2-2x10 R REF. 4-2X4 POST 4-2X4 POST LL GENERAL NOTES: ry `� _ - /4" X 9 1/4 M L W/2-1/2" STEEL 1. All work shall he performed in accordance with all state, _ 'x 4-2X POST 4-2X4 POST - U— c 333 3 µ municipal,local zoning and building codes and ordinances '-' Q U N Q TECO ALL FLUSH CONNECTIONS L having jurisdiction and beat standards of construction _ ` b practiceo The American Institute of Architects Conditions shall apply 3'6" 4" fi"to all work performed on this project. DR 2. The Contractor shall verify all cenditlons at the s1te. Any W p mE'F'dlscrepandes must be brought to the attention of the Engineer PREFAB, ZERO CLEARANCE _ a WOOD RLRNING FIREPLACE I Ir poor to commencement of construction. The Contractor shall be - WITH W" HEARTH PER CODE MPPA 21D responsible for corrections not reported once he has started work u PRovIDE FRE°" AIR INTAKE !r except for hidden job conditions. o AND GLA55 DOOR! PER LADE I = 3. Contractor shall guarantee to the Owner that all materials and VERIFY elzE - a €, , equipment Incorporated in the wok will be new,and that all work / "° _ _ FOY �, a LIVING ROOM " I' will be of good quality,free from faults and defects for a period '' _ _ pf, 81'O" C G. MGT. "' I �y4 — � Po 9'O" CLC. HGT. p; � of one year from the date of the final Certificate of Occupancy. -r,J/1 4. The Engineer shall not be responsible for Me construction means, 5050 �� 2{'3' e i .Q O F' _ j. methods,techniques,sequences or procedures,or for the safety Q 13'0" U = T'2" 4" N 4'6"= 4" LL IS'6" r�. � precautions and programs In connection with the work, and he b shall not he responsible for the contractore failure to cavy out i a o ¢ JEFFREY T. BUTLER, P.E. LU the work In accordance with the construction documents. The ) 7-2x12 HDR 2 6 8 Engineer shall not be responsible for the acts or omissions by _ " 4 the contractor. No changes shall be made in the documents _ FIRST FLOOR PLAN 3oso-2 I„ o CL UUW 2 and/or the building as designed without the expressed written consent of the Engineer. LIVING AREA = 1152 SQ.FT, 3050 3052 d 0 5 The contractor and all subcontractors shall maintain continuous Insurance coverage Including statutory policies(Worker GARAGE AREA = 552 SQ,FT_ 'i P.C., STOOP W Compensation,etc.)anti general liability 1n an mount not to less that$5 million and automobile liability and damage SMOKE DETECTOR coverage not less than$2 million The Engineer shall be INTERCONNECT PER CODE Z 3 ~ a named Insured on any and all policies. ILC O 6, Provide 0.025"aluminum termite shields over fibrous sTEP a )r 6 Q a ° Z insulation at all perimeter sella. UJI v7 Z m y 7.All wood M contact with concrete or masonry to be Wolmanized or pressure creosoted. ' FE B.A single station smoke detector alar device shall be installed Z Z ~ In each bedroom,on all floors and shall be all Interconnected per code : 6'4" 12'0" 6'0" 6' 10" 6'fi" 5'6" 9'Z", 9'2" 4'8" UJI — EL 9 All bathrooms without operable windows to be mechanically ventilated as per New York State Code. M J 10 Healing to be designed to provide 70 degrees F.with outdoor 24'4" I3'4^ 2k'6^ g designed air-lemperature of 0 degrees F. and 15 MPH wind. X 11.All electrical work to be In accordance to the rules and O o I CI regulations of the N.Y.B.F.U. and a N Y.B.F.U.certificate 2 G 0 cate is / a J to be presented to the Owner at the completion of the job. CIL 12 Plumbing Installation to comply with State and Local codes ? and the sewage disposal system to meet Health Department standardsft. o 13. Do not scale drawings. Use figure dimensions only. 3 2 2 14. All work to conform to the rules and regulations of the New York H Energy Conservation Construction Code. All glazed area to be double ; glazed and all exterior doors to have insulated cores. 15. The Insulation protection as indicated on these plans exceeds i the Code's minimum standards. 16.These drawings and specifications are instruments of service and shall remain the property of the Engineer whether the project for PAGE : which they are made Is executed or not. They may not be used REVIEWED AND APPROVED BY PURCHASER: on any other project except by written authorization of the Engineer. � O /� REVIEWED AND APPROVED BY BUILDER: �,r I 2XIO RIDGE 1 2X8 RAFTERS / 1/2" CDX SHEATHING 15• FELT I 12 ASPHALT ROOF SHINGLES 8� CONT RIDGE VENT 2X4 G.T. 0 32" O.G. I 5 ATTIC i PROVIDE STRONG BACK, TTP. R-19 INSULATION TOP OF PLATE r I/2" GLIBI'0" OH VINYL VENTED SOFFIT IX6 FASCIA, WRAP IX8 FREIZE, WRAP WD, SOFFIT (TYP.) _ BEDROOM BEDROOM - I/2" 'GWB 2X4-STUDS R-13 INSULATION 1/2" GDX SHEATHING Lj 3/4" SUBFLOOR TYVEK HOUSBURAP CEDAR SIDING — - – TOP OF SUBFLOOR o s TOP OF CEILING j 3-I 3/4" x 9 I/4" M.L /2" GLIB. W/2-I/2" STEEL PLATES, TE00 CONN., TYP. BOLT • 16" O.O. STAGGERED WITH Id" BOLTS DINING ROOM LIVING: ROOM � i • ii 3/4" 6uBFLOOR TOP OF SUBFLOOR _ _ _ TOP OF FOUNDATION "' R-IS INSULATION i i PITCH GRADE AWAY FROM m 2-13/4' X II 118" HDR FOUNDATION CELLAR WITH 3 1/2" STEEL COL. - 2-2x6 GOA S ON P.O. FTG. ILL c IR" ANCHOR BOLTS : 611-4 SEAL TERMITE SHIELD S" GONG. FOUNDATION I 5"x16" GONG. FTG. 4" SLAB DAMPROOF BELOW GRADE — _T _ TOP OF FOOTING 41' 10" W /I IT 6' N'N" 10'01,SECTION A-A p- NIL x tu _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ l '3i1.''{ ca to I --J 2038 2030 3044 L _r- (( a N N r' .LG. o LA BA WW.G. CD m m � mA o s ATH BED 4-6 5,. 6. 2'7" 5'4,. Q p 1 ROOM •2 1 =_ U 4'0" ♦ v Bb" GLG. HGT. - H c O VENT m m 1 w a o LN. CLOG, m To EXT, a �� '^, < X Xuj e 6'fl"SLIDINL' � m I ENGINEER: i I ISI m CLO. 2-2XIO HDR., i YB'�®GGQ.144 2X10 RIDGE CLO. 0 _ _ _—_ — _— _— _ — TU' 2_ IO NDR. _ " 14'0" - 4 0.1 c `O B O ra 2X10 RIDGE ' O i 6' SLIDING 2'6„ _ CLO, ry 1 i 2-2XI 1 MASTER BEDROOM - o rl v d u 4 60"SLIDING OF 8b" CLG. 4GT. 1 Q U = m BEDROOM •4 ' p 5'0" Cl-G. HGT. 1 a 0 o BEDROOM •3 JEFFREY T. BUTLER, �. T W 8'0" GLG. HGT. W ii 1 n d _ • • _ I V O x IIuj -------------------------------------_______________________________ _ ml 2'Ii" X U) u y W W _ I I18:. v I Q m �1 V 13' 01. y O m I I 2-2x10 HDR. V I Z 3044-2 W J W ' 1 3044 3044 3044 1 Z W - - - - - - - - - - - - - - - - - - - - - - - - - - - - F NY -- Z z n WJ ~ r 610" fi�0:� 5'6' q:2�� y.Z�� 4�p„ F —1 Illttt u'4" 28'6" 0 co O -p O 4r lo^ 0 o SECOND FLOOR PLAN LIvl�Cs AREA = 1110 SQ.FT. PAGE: DETECTOR INTERCONNECT PER CODE REVIEIllED AND APPROVED BY PURCHASER: REVIEWED AND APPROVED BY BUILDER 4 of 4 i r 5 _;0 Ant; ON MY: I 521 a = -, I I 2A. !2 1 111. A IIII II��VnI L G."maROU, U.Mn 0 weep- ii�Li ---------TAIW7112 al QA I I. Lgaowgwl 1 IN-' "i'" M.-LI 1.0.nLI�jn!tTM'IVR%el��jk'M V l'W!X!! _0 wa DIG 0 Vw" -4 lis G" -0- Q, 11 IBM awl 1_xuu! =0= X-19 DOE=all 5 OR �E I 1 13 ME j I EIN MEMP-n =No== I RNN -IMEN IN I I � pl, Milk loo�g Apr -Q��' ILI AM 0 an 'A2 oil q nopl_ 51 KIL V ME F, lzd-olw-.i ME MEW�k!M� MMZ 6 A 61=0= 'm L Sw �OMMIVA X! ME FMIF AM! 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ON WE mom �OM I Mom A womm�_;Iguw�lsk=monk, 31 RENE NOME ff mo�==m 0111 WON mmoommko loom 11WIS ME= all I IMML�MMIL ME 11 R5I ME 0 ME V 31 1_ M oxwomw konn- IN T"Iffamdab, PA-.WIQ '20 ur II A EWA NAME V;I ONE 071UR, �mmun� Q F NONE or-A! 0 mom I A 0 EEL i IMENNEW 0 lot, mmmmmmhL"Nmm ME M�__ra ME A 0 ommomm mmm �V,Apra No ME mom r no00 MEMO F, 110 I-SM I MMLI�M �w MUM MEWin Nor No WE 1�101EUIHME =11wr 0 01101111 --lIONE m�mm HI16NE OPPA�mm�m M IVA OEM 'j �m IM MEW! P11 11 OMEN ]MENEM ��m In Nm.�!Ifflffll 0 No IN ILIOMM mom 10N His ME MIN Em� 0 0=0 =00 ----—- IRE= REM kh.Z! MEMO Emil um NOME AA1 I= ISM om L7---.Jm- No VIM 0 0 W--W--�om Mim WV M T Ip - "f 1171 A SIMON _ a SCALE 1" = 600' Young & Young, Land Surveyors LOCATION MAP 400 Ostrander Avenue, Riverhead, New York 11901 516-727-2303 OO Aldan W. Young, P.E. & L.S. (1908-1994) Howard W. Young, Land Surveyor m Subdivision - "Section One of Property of George LTuth ill & Others" N _ Thum" C. Wolpert, Professional Engineer John Sehnur-r, Land Surveyor ub Ivision - "Se tion, f P t m G or e I. uthill & Others" - Suff k Count Ma_ No. 861 �'-�"'� / wE s RoeO IMP rYk y`9 x \ ` - -may lIC i / _ _ Y P, - �i Im ,.�s"� � - N /,G/ �'� J 1 \ / r / now 1/forrfier I Z I / / / \ _ II -__� ' N2 x ahn�. zdca Re L� -- - -- ' Vill I�'Z/�k�'��/ / RC1 I ( ���I \\ k,� \ � ~I _ ' -- -- nung 4D,3� / /C1 ]�TCa -, -��- mss- lv /� Or $ 18.42'4 � E w / I now/ o f J1 5' - r_rrf ti c,'- ' & ai Mavl - -_ /IFn foXmetrlY m oW ° or J J � ro / / \ Y/ , G 90 t Wd 11 �: 2'I ! / -ax dnq // I /// 7777 i A \ L� �i -M noel Vdok6ke6 k = X C Fn A. M vo - eJ - ./ m/ ) A Richa6 Mag y A - Margaret Va0KOKAs \I� 7 J A 3 / / / h / --ChaU h. 1 / / _ _ ,1 L� x $ 16so.4T owv formerly k _ `�� i�j; '•.�%'y"./%j��/%",%=';.'i'i"''//; ', 0 0-- �- � - ( r, o f mer y`. `�4'9B rt `L I ' 'i v one A A J _/� •, - '// / . // // '/ i% � ---- 71 De -- - -- _ - - - ----- - - - - - - - B�Nhr voce ru6�tV / / I 2' In-n„ - - - - � - -cam 77 II I�I I I (I <o I'11 I �l III�� IIII o k 3 P n y N / 1, ti - v A - - _ _. / ��� �� �' i- ., ✓` t-� �N LAUREL LAKE pVAAAAAAAAA1VAPpAOt I10�1�I 111111�171 �l e - IL \ - '� rv � �^ ;l!/-. �j /! i/i- -_ //� - ' ///IIID` 1 I =" / I\\�-• � � -. THE NYSDEC FRESHWATER ka II/ / / - uAL 1 ,S • ) I e / / TRIBEUAT , I m - \\, / J � � ` �zzar , I/"/, J/�// /'// / �/ �//// „%// ./.' /_ � /�,'/ . WETLAND BOUNDARY IS EO - - IIII / �/ll Ii I\ ,// / - -_ TO THE 100' SETBACK ON SITE / / , I / � \ - - roq � 3s \ \ m / / \ Y \ PLAN PREPARED B7 YOUNG & '6 3 - k\ // \ / � / r / / i I \ � � ✓ -- / � \ \ � r, ,ti // J � // %'i , /v/' / Y� _ YOUNG, LAST REVISED 2/1/00 � � II � c - - r ' � " VERIFIED BY S. LORENCAND < / roO SYSTEhI N ( 23� = - / j i .� AS D. RADKE ON 11/9/00 / '�^ J/ /6 ! �\ i\` / / \ �� 1 - b PODU\\U\>\ \ _ \ _ S / \ - _\ E-7-Y"I � 1 \ \\ c N / 1. \ r s` ; / �,:' / 4, ,I Y� P\ / 1 .� \ I 1 / / _ cJ\'• / / / � � _ / 1 vii �- � /( � /i/ � � ( ® -YE N0. __ "„ I - DRAINAGE-EASPM�N� �/ !/l/loll/ _ k s / \ _ - / I / / IBUTARY VII \\ ( , ll! \ \ - z / = I ao // / � - ✓�zs .2; v c is % / / i/ ' % / / / /( \ / 'U k RP 1 II 1 / // Xu 1u 111 / / - \ \ \ \\ k k = ,c 1 \ /\ \ V� " 20- uoumunul uu11I1I1uu1I11III1 lNq' = `� I. - '„ \ \ / - \ - 1 1 kr,}pw dr formerly now m Irl a` ,,, ; . ./- /i./'Y%ai,�. j�/ /,,// i,�/ / ./.'i - ' -/;; :/; c . S & LINETYPES / Inl�k P,lerinl & Winifred POrini v �1\ . . .•%;•.% / // ' •. , /! - // /,'�,, :./ / - / ;' KEY OF SYMBOL � athls3en Reilly ,' 11 - NEI LZ' -TEL-C -C S SE CE3 _ A h IUpU I fa- 4\ \ { 1 - a / 0 011\\ �. - /i 4 - 0" E ` / - \ `�-'ac - / / \ \5\7 / - _ ` TRIBUTARY AREA N0. \ 7 s 1825'1 \ �t/ r, o ' II �I` 1 ( / _ fi =. / / \ �° .a• \ � _ \ \ \ ,i olln In\ x r, x771 \ - m , m -. _ 93 . 8 DELINEATES PONDING AREA 1111 I \ \ - ✓ / k v <_ „ \ , q///Dnp \ 1 k (/ x \ 1 \ / ` \ �L, i - m TRIBUTARY \ W PO r' 1 =-� I \ I I - \ - \ TRIBl7T /�` I / \ �' ` rV ! \ AREA � . -\ v I IBUTA Y CONNECT TO EXISTING //J// Et Ei cW v- a 0 5 Sub iv/ 'on INE Ott p _ - ✓ / 6O ` \ \ s \ ' e\ ) POWER SOURCES AS - _ \ / //yJ� D 11 l \ k / " \ �"_ _ _ __ SER CE I :; \\ / / �° \ `/ \ / I DIRECTED BY UTILITY Golf C rs Parcel - - - I m \uuu\\oa\\\aoo _ °c �° Se� DRAINAGE CALCULATIONS oxllunnl/////n/n///upn/nnn/nl \\u\ua\ -- -- ----- - - 11Y4, I Cres k\ I \ .`"• \ � .. � 2j5 I _ COMPANIES l #'NDE SS / o""o\\ \ _ i _ \ zs \ �0a \ D j n e ti \o Y B I `-` ' / & 5 TRIBUTARY AREA XXI o0N0ARylx\\ / 31 R 0 / /AREA / \\�\ I p♦ ti \ \ .I I '' \ \ TRIBU RY \ i i `� TRIBUTARY AREA I TRIBUTARY AREA VII 3.3o Aaree x 43.560 a.r. x 6/1z n. x 0.zs = n,9s9 c.f. 0.50 - }9,851 c.f. Acna x 43,680 a f. x 8/12 x 0.25 = 41,9Z c.f. pmtling ora° wlume t° 29.8 o tour = ].200 c.f. Pona,ng area wlume t° 29 contour = 18,000 ut ponding a ac wlume to 21.0 contour = 13,300 cf. Owrnvw t° trmufary oma %%XNI oker T.4• ewnl / , \ y overka r area k \ I \ - I "/4 /� `� \ \ a� 'p\� � \ DESIGNATES PHOTO N0. k /Y /� MEW DIRECTION qs TRIBUTARY AREA VIII =,. ARY AREA II t.fi7 Acres x 43,afi0 of x 6/12 fL x 0.25 = 9.093 c.f. = N II \ \ I X O 1 n \ d IIF. k IBUTA Y � �_ � r � N ` \ ♦ , / �e\� � \ � � \ . x 8714 1L Y H.23 = 7. 41 �f 1.82 Ac ea x 43.560 a.f. x 6/12 R a 0.25 = 9,910 of pandlnq mea wlume to 325 contour 5.000 cf -' I - / Pmtlin m=wtume l0 25.0 contour = 28,200 aC I akar 3.8• evY1frglv AREA 1 c \ '- �' 32.0 <mma, = 1o.bo N0 1 g or Ornaw lv tributory amo u\\ua\\s� \ / �_J 1177 �1 \ `r _ "A 1 (n TRIBUTARY AREA III TRIBUTARY AREA XXIII = P `\"ru / JO L_ _ - `\ '�, \ TRIBUTARY AREA IX �ou4tAfu11Pnu111 uun p// „ / '� 7777 / a �_. TR / / \ c '/ \ 1.79 Acres x 43,5lu e r 2.0 It.on x 0.25 = 9.74' c f. 1 9P ntlin9 ores 43,560 olume to 290 contour0.2514,500 of c.f. 6.5Pmtlin9 area 5 Acres 43.560 lume t° 3210 contour 0.25 535.565 c.f. egg€ \\ k m - AREA \\\\\d / , / I \ \� \ \y P°ndm9 area wlame m 3z.a <mmar - w,o°o ef. '2Se \ / 5 83 � Sc Jn, k. \ \\\\\\\\ '/i -II Ilmr/ IXi� k \ N � N,- � � = -N \0\ \\ty Jo 0 / \ �.q_ NOTES 1rm II 'y N TRIBUTARY AREA XXIV E"s° \ \\T \\ I I XV _ \ o $ FrEnt // 2 •G ' \\ Lo'f/1 // / B - \ ��r -c \ll- \�� / / C - J / 33 u1n aao\ / - - ✓ i" I TRIBUTARY AREA IV - _ - Illll \\\ s \ -� - �\ AREA X �-E's \ I TRIBUTARY - nr "NOt0", H � \ e x o.zs = 9,747 r_r 6ze Acraa x 43sfio er. x s/tz ft. x 036 = 34,66s cf. ,.n Ame, x assD a.r x s/12 rt. x 0.25 - 9,an a.i. • PROPOSED GRADES WITHIN THE CLUB HOUSE AREA ARE `/� � - VIII \\\ � / I � / - � � W i]9 Amee x !3.560 e.f. x /12 tt. Rern<Inm wlume ham hibutary amo %%V = 3.°64 c.f. __ .'�% / \ \ IIII '� / - - - ti � \ - N Ponaln w wlume t° 320 contour = 11,900 c.t P°ntlln ea velum° l0 2]s centaur = 39,300 cf 9 SHOWN N t' INTERVALS. 1 \ \ - - _ / 5 n`k / Ponaln relume to 325 c lour = 9,]00 c.t COURSE AREA ARE TRIBUTARY/ / a1 - - lll�ilh B AREA"XII q,,l 1111 y + Y - Q/ /'� �e\\y / \ --" n 9 °r Tctal gairea wlame lzns ef. r., '� r • PROPOSED GRADES WITHIN THE GOLF C / ,_4lf(I / / 1111 IIIIIIIIIII VIII J\ IlIlb / / / p, s+ / % �• ro '14 \ tRRU SHOWN IN A MINIMUM OF 5 INTERVALS. _ � u, � 25 �' - / TRIBUTARY AREA V TRIBUTARY AREA XI �7{fie C - O 0.50 = 120.8]9 c.f. 293 Acna x 4}s6o e.c x 6/12 k. x 0 zs = 16.95+ <.c TRIBUTARY AREA X5 - • FINAL PROPOSED GRADES OF THE GOLF COURSE AREA TO BE h,/, - - / g - _ - / t \ C{p n.to A°ru x 43sso vt / p°„dln ea wlume m 266 c°nmur = z].Too =.r. / o i PROVIDED B7 KELLY BLAKE MORAN, GOLF COURSE ARCHITECTS. n = c k `i Lot 12 ,;/ 4 - / / o' �. 2 O e 9 Ponam9 a lame to 33.z tour - 2,00 (' o.0 s. 064 c.f. - / � � I IBU4ARY \\ Pontlln mea wlume to 2].5 contour = 162,000 al. 9 ° 0 9] Acres x 43,580 f. fi 12 R /// / 111 , _ / _ N \ - _--__<__, / // k ✓ 3 2 C ,\C`` overnow m trroutar area laivnan.r z.a• ax.ct A �E�' t y • ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE STT c � �.� =z `n>`. 2 \ � M' ,' / ,`/"'r-- ----__, t��__ /////n/ �!/ v`. `�%ll l/ P` _ - "" /c� cm /� � - - I p � m Tp - 7 fo L y TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. /' � / �, �a• . TRIBUTARY AREA XII 'm, i•-' LoEB %'\ _ // i; �. TRIBUTA=AREA(800 g.p.m.>`) n I }2 -� = a_ _k OC \ (' _ / 7777// ¶\I\\d IIII1111111-F ' /, ,�, yC�C / 350 Aaee x A1.580 sf x 4'BPOmm�9 v a]w6lume to 20 SI x 30 12 Flo°'u v6sao°r" TRIBUTARY AREA XXVI� _ 1 rF _ / an ea wume a = o - //// 14 _N ' //,o,� / k "/ \\ P tling v I t 3.85 Acres • 43,560 a.f, z 6/t2 k. x 0.25 20,984 cf. j J/I 1 I j I'� � / ' ( _ \\ `\\\\\\\\ - � •>/"' = 1^ 'g m " - _ `__- I,,i, 4 F /- I �. Pontlin volume to 3L5 ronlaur - 35,000 c.f. / \ of 5 \ Y / n----- TRIBUTARY ARE A XIII \ \ TRIBUTA Y� �x _ n II = \ \ o n k \ � NEW SAtNI�AR - �' AREA V _ ____ I \:'� \ C� / / / � _ \ � o° , oc C � - 689] c.f. 1L B a x o.zs XXVII A 60 a f. x fi 12 TRIBUTARY AREA _ _ _ _ _ _ _ _ _ x 436 / TRIBUT _ 1.z3 Acres glia ` tD. /' \ = - 1 / - _ Remainln9 wlume from ulmy area - / /� h \ II \ \\\ - „ `\o \ n t \ \ ✓. _ " = a I �\ ri)k \ _ \ / - _ - i IMg„ \ \ / \ / Tat°I requFaa volume = 27355 <.f. - - - . ` <antvur- 29,000 <.t -- - ---- - , ----- - - - --- - / Lot 15 \ \ ( / < - / ti s SITE DATA 7 -c m k - \` -` \o \ n \ h' TRIBUTARY AREA XIV -�J- A Arne ` / - p5 26Ponaing 043.560 me.to "D2 to 0..25 0.400,.31s c.f. ,wf w can < 1 - \� owmaw ea weland, akar as• event to An TRIBUTARY AREA/12 ft. =111116 990 a r PROJECT AREA = 154.6442 ACRES a§ EA III - I (` ti{,/ - \ - - a _ \ ^ \ I/ J / , } ✓ i r1 y • BUILDING AREAS ,.\ .a', \ �i, c� RPZ \ 1 J I PandN9 ° E"=�u TRIBUTARY 1 / � AREA IV � x' \ _ I - k \ \ � � \: ' �i �j � I E HA/LFWA�-''� ;` m \i \ \\O `h\ �'� � C .,, d, � wwme m i4.Ts <ontwr - e.fiao <f. �6 } �\\ = - \ ✓ \ i \ \ ry x 0.25 = 3]516 cf. € Y� -♦ \ \ \0 3 - \ \ O I \ \ \ w �� � / •• / n, ( \\\ f \ IBUTARY AREA XV _ fiz55 SQ. Fr. aa= H T,TO L'r CLUBHOUSE ' / TRIBUTARI` N \ p04 Y Jl.i / y \ k I - ' _ _ V! 6' lI / '/ - ° §o /''� ` 2" ATEE - l[ / /// \\\ / / `\ t„ O tl�n k 6.59 Across n 43,560 e.f. x b/iz k TRIBUTARY AREA XXIX CART STORAGE = 5171 SQ. FT. sy-, I \ ' 1 % \ \ 6 \ •'\ - /"- / TRIBUTARY // // \ - - v' '748.79' \ o " _ 5 t 48 so, Fi. ter. 2 .tl�` / 6 --- R�6\ \ s Anea sso ai x 6 12 x o. = 1s T MAINTENANCE & MPHOUSE - 204 SQ. FT. - �U I /,/ ✓ _ p / -L\ 1 \EA XXX 4/ _ _ �Qj / N ___L._-_� _ - \I wwme m 276 contour - w, ao g - - / 1735'40 WFT _ I / / T f NE E -054 - - I \\ _ 3.0 x43. / k 25 fi0 <.f. pD 4 €s�E z \\\\\"\ \ / \ - \ - / / / \ \_ _ TRIBUTARY AREA XVI p°nain9 area wlume m 77.5 contour - 6,]oli c.f. = 538 SQ. FT. pias / Y-GAS / // / ` / \\ \ overtaw to weuande akar 2.4• event HALFWAY HOUSE _ DRAT ) NEW POND - = 1976 SQ ` CORPp SUPERINTENDENT'S HOUSE "4 1, l ,i & MBT€R- \ we \\\\0 - pNlulq es / p r�gUgiigii / TRI TARY / %. two/ l / VIII \\- s n TOTAL = 19394 SD. FT. 1 I / \ _ ..�'S- • �o R XXIII = �> \ - k I N .4 I i I rnnfnr,°v na„aal .- ,77771\\1m` I _ 11111 / t7 / k,� /ii �A XXXI �/ �p / \ n - - 32 ♦ - Q, / \ - if N 777,7 / Ti / ^ I /// \ \ \ N. 4.54 Aawa x 43.580 s.e x 25. k. x 02.5 = 24'20 c.f. tltl X� _ _-� II - Pontlin9 area wluma t° 25.5 contour a 0.200 c.f, r d�QS 1. lw A - _ _- - x\ - "`\ :'t / %�' _ ro, / / / / \\ \ Ponaln9 o ea .aurae m 246 contour = 1.zo° <.i. / / wemmae neer z0• event TRIBUTARY AREA XXX = 'A-C' 1 I 9'ev w°e�l n \ \ \ - - l / /// / \ k ovemow m ovMlaw m mbmary are° x%xl atter 4.r event hACILITY \ y.l ulll lllunP - � n - � � �- f°J / Xf(XI ' / / v \ � y / / / \ \ °.32 Amee x 43660 ar. x 6/1z n. x azs - 1,742 If. • ZONING USE DISTRICT a�E� / rrISTn�ll T \ �� • DATUM = NGVD (MSL 1929) �a6z - _ r ltIUREL LINT \\�� 500 gl¢L. goeoltir �d g•- _ �\ �r \ .'0 .- \ I - - g 11 PARKING = _ %� p \ \\ \ TRIBUTARY AREA XVII 325 MEMBERS ® 1/2 MEMBERS 163 SPACES pen Space Parcbl C ,a ¢\a2"x155 �' =1 N - �x 0.96 Acres x 43,560 a.f, fi 2 R x 0.25 = 5,22] of c 2' / / I, / u imml anw _ / O/ / / / / k \ \ \ \k PontlIF e° volume to 29.5 contour = 8,000 af. &° `y / "�/� h J TOTAL REQUIRED 185 SPACES § Lot 5 � LOi\T/ ` '//, �- � \\O / `\`+-' -O 0 / / � I / 044 Acraa x 43,560 e.t x 6/12 ft x 0.25 = 2.398 c.r. x�r9 ar TRIBUTARY AREA XXXI = 22EMPLOYEES ® 1/EMPLOYEE 22 SPACES �S�S - X U I \\` G Total quired lama 2,935 f. 5 a r. /• Q & ' ! \ \ \ I 11111 \SU\ \` / � i/ /// '� vJ �� TOTAL PROVIDED = 216 SPACES - - . � �JI /\ N 18'13'10" "W \\\ � • E ;/"' / /¢9 tiRE�'°"� _ , \ / '-� f - _. / ``o`�``\\` \ / / I _;�♦\\o`` 2 �-% / /�///// j ji��`_- - k \ TRIBUTARY AREA XVIII \� A M1 a / D - J __`• / � I I � / /' \\\ IY\t � � / , O k /i - Remvinin wlume from tnbutar %%% 542 of _ . . _ \ ® /llll� l /l/ n /� 4.16 Acres x 13.560 s.f. x 6/12 M x 0.25 = 2;]60 c.f. / jl TIiiBUTAR 5 k / // / Pwam m 29.5 contour = 23,Too ar # THERE ARE 300 LOCKERS PROPOSED & 326 MEMBERSHIPS 9aeawame 770 6r formed �� l � ,,' T� p9 �'•�- n `` - ---- \ E / s / / / // PROPOSED E THE LAUREL LINKS CLUB, THEREFORE WE HAVE - -39 ra Fr n CGrin \ \\ 'i 35 ` /h - \`♦p\` // l� /��//j \'- - - TRIBUTARY AREA XXXII USED THE MEM118ER$HIPS IN CALCULATING THE REQUIRED PARKING \ ,l, F� / a, / . TRIBUTAR- ss /o / 8 n s .. / - f i / // j 1// //� / o z1 An.a x 43s6o a.f. x 6/1z n. x o.zs =61,143 <.f. \ w / i' G \ / / �� �- P_. � / / / lame m ,es mora 2 Lot 1 r _ Lo 1 \ / n m �J � Panora e° w I IIII V - - _ N \7� / �i --/ / // 9 a , I -- -� 1 / \\\\� % \ V \ / / /, - -_ / / i� m //ti/// \ TRIBUTARY=XIX of 4 ^ a n _ - - - - \\ +' / _,l /i / n / / // \� Ponam9 OF a lama to TES" 10 r 0 eWs ace Par ��' A a 42.92tf AE1T,ES \all\ \ \\\\, \ ,/, ' - je w_ IAURE¢ lIN I( r p P o \ } '' / :' / -\ f// k0.98 Ane x ,3,560 a f. 6kn \ \ \ 9 ` Lot 2/} / ,E\\`?,H I G / // mo / ,/ / ( �_- Lot 2,0 / EA X7(1 / '' m \ I /// / // h - - k X TRIBUTARY AREA XXXIII �` I --�/ Forcing Iume t° 18.5 Maur - 4.500 .f. - ' / / �/ \ \ 196 Acres ° r 3 1.90 `'i / - � t II III 1 ❑ // / / • / ave naw m weumea akar zs ant (I Lot z x43,560 e.f. x 6/12 ft x 0.25 = 10,]81 a.r. INFO f_\ c ENGINEERS CERTIFICATIO n E ✓ / L t 3 �/ i- / /i � - i // /// // / - - / • � / - I 11.81 Acraa x 43.560 a.f. x 6/12 k. x 0.25 = 63.216 c f. � '� / ! _ -' 0� 0 _ / - / _ - TE - NG 9 / , i" n " JP' y-- - i, % ',/ \ \ ;=' `• /-- ------- 1`/ - �5N as i/ '/\\ v / GRADING. AN$ e // /i_s // / /i /-�'� jj /g ,T J Toe°I reaulrea a.o aa, r = 5t.eoa �f. • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN l l- OF 3 p4 / cy t z9 _ / • / _ .y \a\ - / " /i/ / to / // / �''/ y. �o/ il a Ponaln9 are° wume m res w ev p [4NS ORMER i j \ ___ / q RODN6 r - /�/ / / J - k / i / - s J o are°w to we ranee akar ze a ant TRIBUTARY AREA XXXIV WITH THE STANDARDS AND REQUIREMENTS OF " - / / - DEPARTMENT OF HEALTH SERVICES -- - '/�'"/ % �> /% k�J(}. est Acres x 4].560 sf. x 8712 ft. z 0.25 277] c.f. HEREON COMPLY / - / / / m / I � /// 7777// / - DIS 8A7JCE / // o ,` � Ponaln9 area vawme to z3s mntaar = 3.fioa ef. THE SUFFOLK COUNTY DEPAR J / / f // Q k RECYCLED C9NCRE „ NEW (460 VO ) k / /, // Lot 22 l__ m1- 7- \� / Mk / M / U ERGOU n /; _ / - - - \ --�-- / / ' / - /i ///i / /i _ ,/ _ gti• •50 - / / / Q 5c. W fJ a Subdivision °LAUREL fNES" l \ vera _ LSC R�� - - - \- \`` TRIBUTARY AREA XXXV _ _ _ I - _ - _ - - - , / - ^1 M N `n".. \ - _ -- -'--`"- /i / / / M / N k 255 Avee x 43,560 J. x 87.5 n. x 251 70 c. ef. \ _ - -- - L NEW / / / /i ' / / ♦♦B 721 .0 IW ) \\/ /\ 1 _ \ / to / /i �/ k /' j / _�� �i/i // � - -� - � /- 1 \ l � s .� / 330e / 0 en Space Parcel�D Area � 1.831 Acres \ � � i / _ 1 /' / O/ / � I \ _ _ � - tr an .a wwme a . contour - Y _ / oi\\\\`} '� 15 / / / � k o-\ / \ I / /// // %'/ / `� / /�/ /� km J P am I t 2]su ao t p c / - / \\\\\p , , / - AS - - -✓ // // i � � - _ / / /l \ /i% / / / mac^. gar mk \ n \ \ _ / n m� \ - / 1'• `/ -.I _ i , O "\\ / - '1 ✓( // ,/ \ - � - '- � / I l /// / /� / / _ / i N.Y.S. 2 €aM - I �- / I \ --_ - '/ 09377 ,A �C? \\U\L Lot 23 / \ I / / y - // - - r / ��//\/ / /, � �-_: 1� K // / // //i \\ \\ /lrf/ r// / - - / -2 - / \ 1 \ _ /t - -____ WARD W. YOUNG, N.Y.S. PIE NO. 61483 �'V 6791'63 $- `§ e \\\\\ \ +� / a-� / // / /./ / _�"'- EG � �HerATE� "-� T &G //.// /ice � \ ``Vr �\/II I( f%// 5 n",` � 1 TRIBUTARI' Ak€A XXXVI nloMAs c. WGLaERT, SIONP� // 3.07 Acres x43,560 IUN x 6/12 k. x 0.25 = 16,916 c.f. \ 5• € �' \ /. r SE� }x / - \ 0 \\\\\ /Lot 25 IIIIILet11�Id1111111111\\ I \ \\\\O / .`\O�\ (�D FR TO TH D d / // // \` / ^ \ `yk \ O `� \ L LINKS ;fs - p k ppubdivisti LAURE '\® au\\\ "\ \\p0u0pinul OOu)In I UAB B$ YOUN //J�//%/ i \\ \ I (I 1 � \ I ,\ �TI� 4 / % / I BO�NDP`Y IS EQ pp2/1 - VA, 9 U I, UIIIInu11u1u11P\` 0 ,yry, vnten ce Parcel Area - 23953 Acres '° //i ON; REVIS ON '/ y Pamm�9 area wwme m 31.a aaniror 9.600 <.r. ( Got} Course Ma at1 \ \\ y / / ) SI E1p4TpN DD/RAD 11 // � '1 \\ \ \ \ k\ I k I k \ \\ / I \ w o \ I Ow Pow t° hlbuta are° O%NI °ker 3.4 amt __ - By \ \' `\ 1 t� ,k `�� ` - 5, TRIBUTARY AREA XXXVII / I I Y' ____ - _ _ � / ` C/\f 6 8.25 Ana x 43,580 a f. 6 12 fL x 035 = 34,0]1 cf tT cot = 21178 c f. I ml I c� moi ) \\O\\ \ 2 . I - ' - '� ` / \ \ / �`� / o k / / - - \ _ �/ i/ \ \ \ \ I I l / \ _ - \ \ \ ' 0 m I \ 1 V\ t = Lbj 27 \\�.\ ' ' uou\\ o / / / / '�. '� % ' ` _ - =i? \J/ / \\ \ \ I amvinin9 wume am hibu°ry vnm mw.v �\ �` \ '!' Total r qulrW wlume = 55.209 c.f. � � �� \ / \\\\ l l 1 I 1 l / ' - � � P°ndin9 °na a°wam. la 25.0 rontaar = 7.,ao <.f. SURVEYOR'S CERTIFICATION \"AS q]1 NEW Ia ry mea o do 2�➢ / C Un - `� \ _ _ I / AEA XXXIX1'4 overnaw to t m zx aner o.e event D i r� ( _ / %/'77177 nnujunlnuuN� NO. 2 / 0 _ / \ - � i f ata }} /y x : - // / - \ q \ - /�_� - / / /•( ti \\1\\ 1 / / NEW 14 �FF.47� _ 's � (500 g.p.m ) I / _ / I L�cT � - /- / i % % //-�\ \\\ •1 k _ G� 1; k i I\\ l \ � b/ ( / 0 I -HATE / - TP. 1 I \ 1m _- �_- / G� i % - / / \ ` /// ' - -= r I I / / Ji j J �Q'tB ��"'Cvd') \- o ' \ / 5 �� '\`'o\ �O. • THIS SITE PLAN WAS PREPARED FROM TOPOGRAPHICAL AN _ %O \O`\\ `0 /Itllllblp i ^I,i // ( J// BOUNDARY SURVEY PREPARED BY U$ IN SEPTEMBER 1999. _ - > I o = //// \\` k / 111 I nl ( : \• \ \ / / \Al moi i %moi -_- /�m '\ -\��-J-- �/ - / - - - l / l �k I l/ / i / l / l ^ \ .{1 `LA'R�7 / 0 71'40 cuRR s1'9P TRIBUTARY AREA X.25 - _ 30 = //'/hill Ill11lx`\`\\\\ I IIIIIIII�IIIIIIIIIIIIIIIIIII 1111 IX�� `7 / - - //z \ �)i. > / I / °` NE II"0/+ 8� ER 1.14 Acres x 43,560 af. z 6/12 It. z 0.251 6.207 20c.fcf. _ -- _ - / _ f / /��u� ;- \\\\�\\ // i:- - Suvvisign\�t1 �✓ Op�vi Speercel B Area - X0.0913 q�F�s�i !/i/i /i / / SIN bTE - /6 6 ti _ Pe ET ane wlame a . con aur e / 0:63 M P 1779 area t a1 a t 2 NE(v / \ w br formerly \ " / / / / /�•. / � III \ � / // /?,h / / \ \ (I I `" /_ - / - - - / I = ® _ ._ _..- _ -•w- / -� - rende„aal P �p W. y�� Int / / I / '. m W= >; / / ✓ - - - -� \ \ ///� / - NEW ✓\J OF CLE RAIL \ � � \ / S S -�!0• 5 \ TRIBUTARY AREA XXXIX o Gt 0; o-T1L-cATv� s + \ � • l /EW� 14\' -GI�.43"S RIE / � 'O' � },46 Aoea x 43,560 a.f. x 6112 fi x 0.25 = ,6.ew a.t / / m - _ , / / / ✓ / \ / \ - ! `,/ s SERVICE /Y panofes a wlume t0 20.0 contour = 1 of of. eta new rd.) TH _ res A - Overflow to wetlands aka 35• evert - - - - � DISURBANc� - - / / v o // � /' / i M fm_9at - , v $8 \ \ �i - A JOHN D W. YR, N.Y.S.N.Y. NO. 49517 C HOWARD W. YOUNG, .S. L.S. N0. 45893 �/ y0 13cE t�� ry v F• n' \ \; �(\ 4589 ��4. Iine \ i1 6 •IY \ \ UTARY F' - .``' /// / m \. - 1V E. k OG \ - 5- c\- \ o-ky- _ \ _ I AREA'XXXVII' ._ / / / C% - i �/ .% /// / m J II x lu a ui�xi/ = 5.5 • l - �\ 7777// - ♦ 1 \ \ /k � % Q TRIBUTARY AREA XXXX s•I'° °3\ 550 Aerca x 43,560 e.f. x 8/12 fG x 0.25 = 31,581 uf. T2�$ P°ntlln9 °rev wlume to 19.5 contour = 152°0 cL E�W.w .�` \ 1 � xmuu\u\\7IIIIIIII nul�lMnunuwl � lu I aner z9• event 25 ..�1 .. t.. I1111iJ,x, - - YY44 ����LwI� /""'`\:�` \ /. 1 1I111111I II 111101 I I 111771 III � 1 1 \ 0 ItIkE® // m/,` 2 �\� OWNER ;Eq- AUREL .- 'y .. - - - - - - - - -- _ / ,TRIBUTARY / ro \O`J\ m - '� k m - - - \ ��° / y / et C/O LCHARLESNCUDDYD E50. eaw� 29 \ Owrnow to watlanae lu nuux?i AREA XX - - J - - �.. \ / / .. ' a °, - \ ♦ ` e 2 I y ' �� ' ��n' UUU �> 'o-E ° \'e \ RIVERHEAD NEW YORK 11901 3 dA \ /'' 9 - \ �_ .'..� ( \ .� \ - - - - \ \ ` \ ` //� \`- , // - - / • � 1 , �lmuuug l urp\� ( k = \ k m I / � _ nitul nnnnum \ \\ I Wi m �° t0\ `e\� .\\a � p.o. Box 1547 yaa� \ I G° )/ tt` tC ` _ _ / r - } t v \ _ \ o f! - ® % ✓ ° �� GOLF COURSE WELL vv0.s _ I _ I IBUT RY .3 = ® I �,� o J ♦III VIII 13- `� %' O \ \\\\\ � \ \ / / �' (t 9-6a abandoned ® - - _ 2) = IBUTA k REA . _ m a ti = ° ` ° ®d LAUREL LINKS CONSTRUCTION DATA k .4 / yot t o STR POND CON � / \ V) O TER VOLUME EXCAVATED SOIL VOLUME n / - POND SURFACE AREA WA At Mattituck, Town of Southold / x/ \\ Suffolk County, New York �'1"//iqi h \a1'Nmllu Inco luunx`W / \ - - / / \ \ J \ / _ o \ e, _ - / / - r o of \` \ s. o '�./ \ J a /rq % „ `a' I TARY k �.,, \ n Q ot'0�/ to o a, 1000 126 0 1 1.782 C.Y. / \\ J\\`d\ v I J l y \ \ \� i, \ 'O ^� 77111 II ;- m 1 1 I 0 / ° \ori \"° % 1000 - 125 04 24.1 1 0.27 ACRES x \ / \ - \ 32 \ /q, / ..� �\ m = \ k I o F 1000 125 04 21 330,it7 GAL k - - \� \\\ 1 I m - �\ k I I k It• � e 1000 125 03 13 52.054 C.Y. ^ k� \ / / \ \ - / / \ yI III rlllllllu x 2 2.70 ACRES 6,339,300 GAL. M >; \ ( \�' IBUTAR 1 5 I - 3 �\ ti - �O`L - \ TRIBUTARY �7s - - ti = / �; / ,r, \ \ tae / G� , - \ '� 1000 125 03 15 9,87.9 C Y. / -� 18UTARY / -' \ \ / °`\ 1 XX II ,zm 1 i ` \ AREA XV _ 30_ I I v I / of / Count Tax Ma oet°ct 1000 seaam 125 Bm<x 03 tat17 3 0.57 ACRES 728,053 GAL. \\ \ \ I AREA XXI l ' Y P 4 031 ACRES x 382,976 GAL. 4,541 C.Y. // 5 0.70 ACRES 1,008,924 GAL. 7,125 C.Y. m \ m \ - \ - \ /'lRil� \ h > 1111111 II III _ _ \ - y _ - - - Q X n \f3 m 1 II \ - / '�' Nf1171,71 l 36 _ c �r LJ C1 X \ I 1 11 11 1l 1111111 1\p\\\\1\\\\U1\0\ 35,\\\\\\\ Inllln1= „//; ilk- -®• / 00, e ,�"� O` \ �7 I T E rwl �y�q<[�� I i�/y��1�I�� lw I \ 1 4.55 ACRES O GAL. 75.376 C.Y. k _ 1 I Nll (IIII IIII II III II 11WI111 "V IIIIIIIIIIIII1111111llIlNH "M'\ \ II IIII III II III II IlIIII IIIIIIIIL/ `Illllllln Ilkf \\\\\\ \\\\\\\ 1/Illlll/ll/, W, fit ' TOTALS 8,789,37 \ \ / - _-il @I Qlryrn„I \\ \ '/i/ /O _C .yv"1 / /lllllx\`\\ '// \\Ca3'i O \\\p�Alll 11(1111 II IIIl1I111111II1II111I11111111IlIlIIIIIIIIIII IIIT/p/ 9 _ a1 ./ `O / \ n `2 O �j - x i \ q 182 W _ - -. _ = 35 _ � .. I 30- ' - - - - SEP. 18, 2001 5Nk3 ^ nunnnluluunlul9lnmulllmuunlnnl II , 2 ��� _� \ AUG. 2a. zoot Egg j ` . - - gllll 11 ..n IIIIIIIIIIIIIIFI(I II IIIIIIIIIIIIIIIII IiI IIIIIIIIIInIlI11111I111t14`` 2 UD r�� �7 N `� / - kn n I \ J I,T'�k� I I km I� M C� �, �, HIIIIInRlllknn�lll13.61 �- - 1�119•dk'20:IL�� IY 6�' L9L IVIAR DRI - \ JULY 18: 2001 BRED k v e - e� \ ll ` ,�rrr�1 (�}�•� _ '\ x2.9,6 x.936 �\ MAR. 8, 2001 \ - � � � �) '( \� � km ( 31, 000 3�$� z AUc. 3D, 2000 a e_ \ �bY31 32 3�d ��L-aF- 40. 5 \ / IJ❑ `�k I \ \ ~ "' ��� - .� _ _ 1 _ JUN. 23, 2000 's �3 \1 I n� I^ ya I I 1 - o a6k i 0 \ ala U �g I FEB. 1,_wo0 I22t 38 Lot 39 rI / \ I o 47 n 1 t Lot 5 \ 'Y 51 C. Lot \ of I n' 'tr _ JAN. 19, 2000 ,. 41 - - - \ e Lot 42 Lo1�4 I N n k - - V I Lot 5 Lot 4 Lot 3 - - 999 1 I S diel ion 'L I o tlr Estate / I I I e u Lot 40 -L�t �- J J-ov L\,t�s I Sub -vl `�oJI "Laurel o n states" I - n S,\J I ro r _ 'DEC.'DEO22,. ( _ I MAP. PREPARED k I� l _ I� '\ sl, alk+a�Q t n� �l 4a4& �Q 1 q' � \ r r� � f I- 1 I L I \ "\ I I _c� I /c k I j w . - - / I / I I SCALE 1" - 100' 201 ° Ntx \ 33,4k k334 _ / r� - - - - - - - - - - _ i I DWG_ NO. 97717-9lteplan - a / - _ - - i _ _- til JOB NO. 97-0717 �1� v\ o \ DELIMAR DRPVE - -Q I - = - - rTk ,�,,�,vx I ��t-.X - � 2e6k ,�LMAR ®FIvVE - � _ - - " ` I 1 - - - - - = x326 \ - J I�� - _ n x29.4 - x26.3 - - X279 x - - 0\ / -�' 35- -C \ \�' "c 301 o,a \ x29,11/ ❑= MONUMENT ser ■ = MaNUHCx1 FOUND A= srAxs 6171 ♦^ sTWNE FOUND l O O - — - ----- \/'/-\///-_\/_\/\///-'-\—/—_-/\-/—/-_—_//-///_`//-/\\—_--//\/_//-�'\--/i/_—//—\/l-_J�///I/--I/'///\///I/\_/—\—/I/j\\\I\////1l/I l/I%/\--A/\/(i//I//-I//\\l/-I///1�/1//\\j/1/1//A/1\\�\//-/\/a/\/-\\/1/\'/1\I/L\//I/1 I//\I\//i\I//`/I\I_/'II•I/I.I1\//\//I\I/_\II/\/i\//—I\1///\/I�i\I'\+I'I I III//\-/_/\/v/I\x/o\/w I�/`/V/\/\/\Iv l/I/I\I\I IIIII\-/\\/I II \i\\\-I aIv/\//_\\1/S\vIi III\/\i i\\/';`—I\/„I'�O,\�//\vI\1p••�-IV/I:I 'I I I�(z/IzLWrL5`_I nlLL/JI\//I\II I I/\1 I/IIII I-I 1\I1 III\II I IILII'I I I I III I I I II I I1VI I I I 1 II III\1 1/III I-I IIIII\II II I,I I/II\/I IIII I II I\II[I/III_1I I II I\I IIII\I II I\II I\!I/!II\I II1I I\'I I II III II II I III I I l I I\IIII II I//II \//s•%—v/ry/\//IE/��//\Il I—/A\PCSFI//IIII/\\/�cvI/I/Tc/—/c/vC\I//-/V///I I C—/\w/R/\I/�/EII//\v Ie II!j_LI!//.OI�///\//I=\\1�/\//1\//U//1 2/_/I\\\�/I 1/////8--R 1 O•j'/ .o/\//l//'0v\/¢�T�I�/NI�0�\�II�2S I//I/\I�l/8\///I—//\/\///—\///o/�/I v II\�\//Ip P/I//\I/II/I\II�'I-\\!I I/I/L\\\//\///\\/\2`/\a/I/y//'\I\o WIE/�i//B_\I P®/\/I�•_I\/1/Id\\I8 4rt'5o/rr)//•/®\0�\a/a o—5I\E�I 7 o\//\�1I I cz! �o Ivz\_�,Aa—(I\>-I�-/�-II�_1/�O\\/-—//O-/_—_\O�cII.IE\\'�c°/=-Ibi`zA/\-z//l_,\,sA�—1,i_/7�V\��1 L/I(—�/'I I_/_�j/''I�O_•//I//I—_Oi-\//I_/j—_—\"I/\I��_/LI\I-�/—ZI_1�-�d\IN v-r''—A/\Ix'—71\I o—I I� d>.\O_—O\1 A°1g 3�'"\7^L\�\P--I -\-I1►S1_\_S/\I--w 2OI-19T\r-`�I\1y l l'�Ef\IIII_1I_i/I-I T 1\!5�I\\G\•1\SIi�IO 3 1Q 1-!fG O>j1-I,O)-CI I I�-�5 F{��\nTW_CZyI/--IcCJ 3�_.W-bj=3 I/I-I Mz\\2I 3i-IO\3I4'•/s.\I6I s C5\"CII•I-I O_I I \ I v�\/ / -- V-E M_ E N T YjwooNf�wAo uryn/r„IoogRraa^ IBddM fIwwTaAa&Ry Y= Young, oung2IN/, F- 1A2N.LL.Land and fN S Atuw(f�P� xd r9S�FI N9v�SL�_S E eek T0 E4 iyCSWaN5 N AV14S39aa&OaoE t1�I.W3 A9O9 419hrB�O-N3 Y.M.t1Fi0�6<250-/Ea s - LEGEND 400 Ostrander Avenue, iverhead, ew or 5f6-7z7-2308 / NEW ASPHALT PAVEMENT Alden W. Young, P.E. & L.S. (1908-1994) Howard W. Young, Land Surveyor z6 / NEW STONE BLEND ThomaC. Wol ert, Professional Engineer 1 I SJohn Sehnurr, Land Surveyor 33 NEW CONCRETE CURB IwEcb1ao NEW HANDICAPPED RAMP zaeoa NEW TRASH ENCLOSURE NEW CRICK PAVEMENTC NEW OBBL STONE CURB FEAoHII'NO z rozssNEW STONE WALL 33 _ NEW CONCRETE SIDEWALK IEXISTING T NEW 6' HIGH CHAIN LINK FENCE NEW CHAIN LINK FENCEPOND a 33 NEW SIGN 0@ 20 ,o 0 2D 3# — — — NEW PARKING STALLS ( NEW LAND BANKED PARKING STALLS — NEW LOADING SPACE —NEW WALL MOUNTED LIGHT CID O — NEW PEDESTRIAN LIGHT INLET No 1 P s�515 NEW AREA LIGHT LEACHING FIELD NO. 1 Y Wo NE A IT R O (SF) R AJ C V NEW RPZ & METER TRIBUTARY AREA RAINFALL cDeRawr OF RuxaF VOLUME HiAEAN � j7HE NYSDEC I \ O S E N BOUNbARY tS- EQUAL TO THE 1 OSETBAC/ NEW TRANSFORMER perkng=37630 2/12 1 00 5272 LU w seeded=1000 2/12 010 17 tennis=11200 2/12 1 DD 2700ON SITE PLAN PREPARED�BNEW ASPHALT Paal/poria=,z06o z/tz oo 2013YUNG, LAST REVISED��1/00 AS VE FIED NEW ELECTRICTELEPHONEGAS & CABLE� K�N oof=1200 2/12 1.00 200 202RENCE, ANYD. RADKE ONH1/9/00 fRA (SMH — NEW SANITARY MANHOLE LIMIT OF C�EANGSH ET D6EOAFL 6 NEW SANITARY GREASE TRAP GRADING, AD GROUND 2 POOL ,o' DIA x 1e' EFF. DEPTHDISTSST — NEW SANITARY SEPTIC TANK zM (S NEW SANITARY LEACHING POOL FUTURE SANITARY LEACHING POOL� 1T OF / O NEW WATER MAIN & SIZE LEACHING NO. 1 LEARING\ NEW HANDICAP SIGN p A (SrR c V (CF.) ti 15TH GREEN ExlsNc conrouR TRIBUTARY ca£FawVOLUME\ arkng=45510 2/12 1 00 7585 75E5 —32—PROPOSED CONTOUR TO 29.00 SLP EXISTING SPOT ELEVATION 50 1 N SPOOL 10 DIA, 14' EFF DEPTH 7663 4235 — PROPOSED SPOT ELEVATIONCP aP2 / - - - - - - 0. 3 INLET No 1.1z1.,31,11 , )aP LLEACHING FIE (B-C-)C A (S.FT.) C V (C.F.) LID NEW SANITARY TRIBUTARY AREA RAINFALL aawi fRUNOFF VOLUME SLP SDP SYSTEM NO.1 ded=34250 2/,2 0.15 856 ervice=7465 2/12 1 00 622 Pa km9=2oz60 z/iz oD 3380 roar=4210 2/12 00 701 5559 SGT SDP LOCKER ROOM 7 POOL 10' DIA 72 EFF DEPTH 574 ENTRY SDP If FLP I LEACHING FIELD N0. 4 INLET NO 21.2EW AS HALT PA/ / Y A 4895 LL1 NG AR 0 SLP SLP m O Or w2 POOL 10' DIA x 10' EFF DEPTH 736535 6-9 , o�� 1 2y - � 2 "s2 c iJ1 a- -T Q�09-F _ OV a N0. 5 INLET No 3 tLEACHING FIELD 0 F.) R F18TGREEN TT) V (CF20 LID 3. 0 TRIBUARYALL CRF VOLUME) O —roof-421 0 2/12 1 0 702 /� seeded=70000 2/ 01 1166 J O I 3j: V) 2 POOL 10' DIA x 14EFF DEPTH 1 ' 2s=€°e �-=a•ae a.e�€e-ag§E �Sa"_gge ELPRO SHOP ENTR OOF DRAIN M a W N E \� G EI=3b0 WIF o TEN gENGINEER'$ CERTIFICATION I • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWNy wHEREON COMPLY NTH THE STANDARDS AND REQUIREMENTS OF WTHE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. LLJEoHNOF NEW mCCI LEACHIN PVC IRO HOWARD W. YOUNG, N.Y. Y.S.LS THOMAS C. WOLPERT, N. .E4619438 TMBR RETAINI / OALL 32 ro � SURVEYOR'S CERTFCATION IS COURT DRAINAGE • THIS SITE PLAN WAS PREPARED FROM TOPOGRAPHICAL AND FOR ANINUBOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999.DN BASINS AS MANUFACRE ULLAST OR APPROVED EQUAL FOR SWIMMINi POOL PATIO DRAINAGE USE (12) 12" DR BASINS AS MANUFACTURED PENNSYL NIA BY NYLDwUAL FLAT STONE WALL 4' x 4' Rs \AA EL = 32.0) 24' 7 HDP/ R L1004-b 2CB- 1 JOHN SCHNURR, N.Y.S. N0. 49517 TG' I HOWARD W. YOUNG, N.Y.S. LS. NO. 45893 =I I O OWM O/ O z 29 O S OWNERggIg- LL 11�aa.&_ LAUREL LINKS, LTD. I C/O CHARLES CUDDY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF LINKS ETGC LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 25 0 1 1 4 2 1000 125 04 21 1000 125 03 13 ,DQE 25 Q35 County MOP m: mt 1000 sero„ 125R,ad 03 L.07ROAD & D INAGE DATA f CLUBHOUSE AREA GRADING dDRAINAGE �c8 =s. 6y� �€ _. iSEE SUB IVISION PLAJULY�18, 200 MAR. 8 2001 ETGG JAN. 31, 2001 Aug. 16 2000 JUN. 23, 2Q00BM JAN: 19 DEC. 2nto MAP PREPARED z`t SCALE - - --- OF 6 . /tiJ-�'-'�n t' = 20' 209 NO. I" = 20' - - - p e Maxuuwr DWG. NO. 97717_siteplan_20 Rv ■ = N.V.T FOUND 4= s.E srr ♦= sTAxs `o'Ne - - - . 0 zl . . - , _ - : ' Young & Young, Land Surveyors " - ` �u --. ,'.. <. . . . ... .. : : . . - - , .- >. - - . . - - - Riverhead New York 11901 _ _ - - - - - :'� ' Ostrander Avenue, O - ._ . - _ _ - . . . - , . - .- 1 . _ _ -. -. - - - - 400 - . - . -- . .. . - _ _ - - -230 5 6 -727 3 >'f' , " - . - _ - ,-. _ _ . , . . n-�.0 - 1me 1 . - :- -, -� - . , ., . . , - > .. , .. . - ., " - �. '. -, . - . - , . - _ . . , - z -. ��� �• - '1'=_ ' _ W. Yours P.E. & L.S. � I : . , , . ,': ,.- . . . . . . - - ,' : _ '. .-' - - - - - Yours Land Surue - , - . . - . , . " . . . . . , . - . -,, : ,.. - . -. - - - . - , " - . . - - Howard W. 9, iJ TO e5 l' woa ert PEngineer Thomas C. rn P f - . . _ _ , - - - or - - -.v'--.' and S hnur, John S RJ go Un Joh f> I _ > : - IIIIIt - - _ - - -- _ _ L ,, --_ - _ .o, - - - t 11 a Rennin - - - - - ----- - - - . - - - P 9 r i --- gin rivg -� _ y 9 --- _ 4 Y- -- } I --- >n /` _ 0 00' .c �`-. - - . . 0 D 0 eD iI • N5 C9 OR "10 A f I g/ � z4 S Q PLANT SCHEDULE NS IJ • KEY BOTANICAL NAME COMMON NAME SIZE OUANKITY ��I L 'J< `1 T r - - it CID 4 TO W `" ` s 0 j ,- �' - NS I� Q ir l , • I I 26 00' 24.00' SHADE TREES Q PC PYRus CALIBRYNA BRADFORD PEAR 2.5'-3" CAL DO AR ADEN RUBRUM RED MAP 25'-J" CAL B F- 0 'I 0 25 2' CAL -: x - , UERCUS RUB RUM BE OAK 0 R 0 0 0 - - _ " . LEAF IJNDE N 25 -3 CAL 0 LITTLE y _ - - ._ o TILIA WROA TA p II TC (e _ - ,l ', / . . "' m NJ o • 15TH GREEN AP ACER PLATANOIDES NORWAY API-E 2.5 3 CAL 00 ,.. L APl£ 2.5-3 CAL DO C SUGAR M . i IIS NOM NEW E r AS ACER SACCHARI _ � , . W NS B6 � - A BLACK G UM CAL /I S CA ''I P YLMAT N AMA 5 - s � - H Ns _ 00 A ,, ". _ 25 3 CAL L A� WM - T i •L SWEET P c .. is VOWDAMBAR sTRACIFL PARKING K , . N , G a r A Ns e - ,T = ' 7.' - JJ AREA U EVERGREEN TREES Y ! oD -, R T 4'-5' H . . Q AMERICAN ROLL _ + , LLE% 0 PACA S '/� 10 _ 14 > T. / " Ns 3 S H IA I-EX ,4,\ f , , ` < G" / - Y Z JV JUNIPERUS VIRGINIANA EASTERN Rm CEUAR L-51 HT. OD _ W JC JUNIPERUS CHINENSIS HOLLYNOODHJUNIPER 4' S' HT ] \ ,�, x + • + PC Pica `GIANCA' COLORADO BLUE SPRUCE 4 5' HL B 'i - • _ ----- - PS PINUS STROBUS EASTERN WHITE PINE A-5- HT. DO r.'� � i TC TSUGA CANADENSIS CANADIAN HEMLOCK 4' S' HT 00 < / r ' O TO THUJA OCCIDENTALIS DARK AMERICAN ARBORVITAE 4-5 HT. 21 . 'Y ' 1 _ I is , /-1:14;-11 ;�° r - - / 0 l • �• I- 5 IA I F 0 ORNAMENTAL TREES / , - I pc BP BEIUTA PENDULA EUROPEAN WHITE BIRCH 1 5" 2" CAL 3 ! / CC CERgs LANADENIS EASTERN REDBUD 1.5' 2" CAL 2 - /- _ . �i Z4.00' C I� N S WHITE ,LOWERING DOGWOOD 1.5' 2' CAL 1 FLORID ! _ �. /. / NS I I j -� I MF MALUS FLORIBUNDA JAPANESE CRABAPPLE 15' 2' CAL 1 CCF K CORNKUSNKOUSA CHINESIS CHINESE DOGWOOD 1 5 2" CAL 4 .r f, y ,[ ,f -< I 1 I I �- PK PRUNUS SERRUUTA 'NWANZAN' PINK ,LOWERING CHERRY 1.5" 2" CAL B /'> r J PP PRUNUS SUBHIRIELLA PENDULA WEEPING HIGAN CHERRY 1.5:-2: CAL 4 ,- n ' t -Y J / 1. Y. ,< • / II I 11111 P% PRUNUS x YEDOENSS YOSHINO FLOWERING CHERRY 152CAL 2 .,� -.r ! - Y o I- C "` t f s L > `c? � NS o EVERGREEN SHRUBS . Do /, - - / n • IC LLE% CRENATA 'COMPACTA' COMPACT ENGLISH HOT Y 16'-21" SP. 00 '✓ > Y' TE POINT PETITE POINT HOLLY F _ _ n QR ICP' ILEX CRENATA PEII 62 7 Be j' > < - / 4 Y -` • y� Tf,`C LITAXUS CUSP OATIAG'CAPITATA'D GOLDEN JCAPNYEW LIGUSIRUM 135'24"HT. 2 ,i / - �, ly R TCO TAUS WSPIOATA 'DFNBA' DWARF JAP YEW 10" 21" SP. Q TH TA%US HICK51 NO. 2 COMPACT UPRIGHT YEW 2' 25 HT 2B ,/ - s • A� y� I BV BERBERIS VERRUWLOSA WART'BARBERRY iB" 21" BP. DO IS-21 SP. so ` ; e > � NS a J�'I - NL KALMIA LATIFOLIA MOUNTAIN LAUREL 18. 2f SP 12 ¢, ��. -I Gan j, BE BUXUS SEM RNRENS C MMON BO%WO 0 1B" 21" SP. 00 tGLENN DAI-E AZALEA S 0 0 l { , 'S, !. Y, \r ��- a / I� 23 JS DWARF EVERGREEN SHRUBS _ - _.,c�. I V Y'Ly' �,/, ; '� j, 1 / � 9 AZ i pWARF WHITE PINE 12"-15" BP. 00 Fe�6 ,1 , .'x - pY NANA' AR s sTRaaus .€ '.Y' a I AN I T PVN' FINNS d I - NWS MN �•" / / E DWARF 12-15 SP. 4 �_ S U11C05A OWA N 3 JC BB'S BUXD$ SEMPERVIRENB'SUFFR ga _ oa I " SP. 1 IC'G' LLE% CRENATA 'GREEN LUSTRE GREEN R SAVI HOLLY 1Y 13 •ybss I \,,,R '` > �' { ,?!' s r f I I • --� • 0 SYSTEM NO. 1 JSO JUMP JURUS NPERUS q-0NENSISMOOR' BR GOLOOCOABT JUNIPER 12" 15" SP B Vg9B III ,, NS / S TCD PG'6' Pica GNGEN "COWCA' DWARF ALBERTA SPRUCE 12" 15" SP. 00 �L. f ' ✓ - I r ) Y r / 11 PP'G' PICEA PUNGENS GLAUCA' DWARF GLOBE BLUE SPRUCE 12--15' SP. ] bG > '` < - ( \ Yr "','-' -7 f, 4 Y `t / /.l�,'`, I II Ns �5$Oq TCI' TA CUSPIOATA 'INTERME➢IA' DWARF JAPANESE YEW 12" 15" SP. 00 b•E. r Y _ K�Kv , R. } r X✓ , , {� - v / S �y Y I q RNAg iL 11 {r l / - ;�sR r4� -.v r5/ ` < ' I a l'1, \ , � DECIDUOUS SHRUBS 7 _' ,I, f S '� YYx % Y'Z,r !r - yr r. r ` F 0 V 0 CS CORNUS Si-ATUS PERA VAR VARIGATED BU H.WNGG DOGWOOD 2'-2.5 HT. 14 Q, �� 1' - ,I , , \ ',N '( �-, Y ',- j , { -,� ` -, I . NS 04 \ t,\ S Z YEY EA EUO WEIGE AUKS 'FLORIDA BURNING BUSH.W EIGED EUONttAUS 2 2.5' HT. 58 WF W£IGELA ROBA FLORIDA PINK WEGELA 2-25' HL 51 Y v ,.. NEW ASP -3t > > ! 1 I HALT PARKING �o *. > r : , > < I . F I I RKING ApEA Q" �T % DWARF DECIDUOUS SHRUBS f� /u y l 1 // ', '• k +�� CJ CHAFNOMELES JAPONICA JAPANESE FLOWERING OUNCE 1.5' 2' NT. B ' \ ,f £ ( ` %� 't- '\ 1 4 TCD HA HYDRANGEA ARSORESCENS HILHS-OF-SNOW HYDRANGEA 15' 2' HL 00 I r r f �T 1Y r . { ' r - s O 3 SJ'5 SPIRAEA JAPONICA 'SHIROBANA' SHIROBANA SPIREA 15 2' HT. 00 S r '� r,'/,> l,; r 1 �. Y ' i I • 10-00' . 5 JS �, Go 11 / _ I'll .Y, -r ! - r3 ' -i / I 5 po' PP , GROUND COVER o 4 AZ W I � , " P DO Y DR JUNIPER 2" 15 S l 'BAR HARE HORIZONTALIS 1 . f2' I _ 4 _ JUNIPERUS _ x I'll�„ JH I _ S Do 12 1 - -_ - -_ __ ---_ - -- -__-- - '-__---- -__- _- - -- - __ _ _ _ _ - _- - - -_-_ - - ._ . .-.�--, - �-,q. - -. ��� - .5-3-�i ". _._r- - _ __- - _ -I__-_ _ - _- - - - _ - - - - -_ _- - _ __ -- _ _ _ - - __ __ _ - - _ - _ - _ __ _ -- -_ __ - _ _ - __ __ _ _- _- _ _ - __ _- - _ _ _- - - ___ -_ -_ - __ - - _- -- - - - - -_- - - _ _ __- - _- _ _-_- _ - -_ _ __ - -_ - r-Tr 'T- � .� s`-1 -f'-n / �'' / �_ �> ,. ��+ -II - --I - - __ - - - -__ -_ __ _ - _ - _ _ - --j- -I--- _ _ � - TCD- __ _ _ _ _ - - _ _- - _ _ _ - __ - _ - vM�Bc,rMwoR - -- I � -. r yrs . _ - - - - -_ _- '_ __--__ -. _ _- 11� �� r,'. , .'< �" . /.it '! .,:' « . yr< �� r r {�� 'f I --_ ��� ' - - -- -- ,I• I S9 TCD _ - II O ,, > x t-t / ! ,. \ _ 18TH GREEN TURF GRASS ID DIANK D AREAS X r1 Ns LII 'L3 AZ VIII III LOFTS ECOLOGY MIX " /� Y y > . "t / 4 - ya "Y - I I PP� III ; A'1 2SI5 JAMESTOWN CHEWNGS FESCUE '1 J / < - _ •�• • BOZ USE�4TLB5./t000S5 F. 1 .R f` 1, F l I" ¢- x - r sr Y ✓ - ql � j 'GO Hoo r: . </ .// > r' _ S Fr' / > o 0 2 TCD HEDGE xmcE•He• irt.srr Hz"ac €:''R 11 U +. Y ` r > < 11 �>: } d -Op UU il s 2 JC O W LIGUSTRM JAPONICUM 'HOWARD' GOLDEN JAPANESE LIGUSTRUM ODO '�S: n . � S / 11 l N o 06 4AZ , 3 N N III v - ' v x . �/ W PERENNIALS r D.c w THE FLAN1IIQ BEDS... B§ - a ` ' 1 I I <h 1 a 5 JS PMEAMAX•1 aT. 2NTAINEA SIZE SH/1L BE SET Y c r 1r E/, ✓ /< K- ,C.r, \. 'F < 0 y 'i Ns i'� Z F��: { /jf t I T Y'ti I - si71 � O HAMERACALLIB 'STELLA tl ORO' DAnILLY OD BAd III ) ! - -'' : Y-r - 1 ' - � �� T PF ROSA 'FLORAL CARPET FLORAL CARPET ROBE 00 A Us f ^ Y ti �- RUDSECKIA BLACKEYED SUSAN 00c4 VS \ >' I j ��� ^ r -�5 Z CHRYSANTHEMUM x SIIREBUM DAISY 00 R" -( -r + I I Y �I- ggy r J. y 1f y ',k JX' ! L-- ' ? �> F I I _ HATYE PLINIS SEEOxNCS 9fI11 BE MI6➢r0 AGIIEYE SAN. 5£TIINB 3Y 1 X _ l ✓l It I I I I _ - ,} < yr '- '. r f Skx I ARI If / r r "� lrJ1 i a -r i. -;r� �^'�i r s I I I I - I NS _ vc VACCINIUM CORYMBOSUM HIGHBUSH SWEBERRY DD ,t t --'}/ r4 r �r AR I I I I P PK NATIVE PLANTS M1x A ulwuuM EF I PIAHr PFA EAW 25 Sp Fr. oG MN1Wc e01 sxoWH. b;a� s �3 L' A �' - 'JiJ F -I �.� / I \ '/ I IO ILIX GLABRA MKOERRY no HY- 00 Y TS ! �rF <. "' IA I A -/ Y` / � • N� PK I��i A H0 HAMALEXLISPADAINIA AMERICAN AN WITCH AHOLLY 00 �S � _ _ x CO CELTS OCCIDENTALIS HAOKBERRY DO .'@D { r: . ;` I P F a8 - ,'Tr } , , �'rsf,r j,;'. O / A:�o I A -I TC+D MP MYRICA PEN51tVANICA NORTHERN BAYBERRY �g�. �- 50 SAIJX DISCOLOR PUSST WILLOW pp -11 ��11111 KL KALMIA tATFIXIA MOUNTAIN LAUREL 00 ELfz5 t .r, 2 TCD r. v' >< '<' _ - - - , 2 TCD P -I T11a Yr- f _ -_ _ _ I I PINTO S. Aa Pwsxlu Mmnawm / / r ° i . >r y 'f• - - _ _ I 5 TH • � (Q I• WILDFLOWER MEADOW wx vnm HARD FESCUE -- I .11 �' r { > ✓ � L 5/ r- �-' + L AR 2 TCD r P - . / Y x ,i' �1\ xx X 5 AZ 3 I I I I I wF USE 4 LBS WILDFLOWER MIX t 26 LBS. SHEEP FESCUE/ACRE I, y, , , _ !� , / �� r//. t �, '- H 1 ` A I S Iglllq N� I I Y T < i'j / � v / r °r- 'cC tY �;Yiyr .rir, I� i!' -7'�- - IA 3 TH I I I Q� Y_ r Y, r x 4 !. v 1 y Q I _ uF r ^I � ,,Y �r a _�_ _z 7 .Y �O! - " Ss?- 1A� oar 1lh -� _ 1 I <, T :ilr` !-1/J-1 ?' K x x %i7x X�i ,r _i. NEW - moi__. z F--,__, 0. I Q � c I >,z'.•>,.; '. ,�jx r„_,, ,; o a I aTIIT Youn & Youn Land Serve ors- I � 9 y /N _ - - - - - - 400 Os�nder Avenue, tiverhe¢d, -New York 1-_1901 /11 510-727-2303 _ i�aurtg -- - - � - -- - -- Atden W. YoungS�P.E. & Z.S._ (1908-f994)� - �Ivmmg %award W. Young, L¢d4d Surueyar Thomas C. Wotpe'rt, Profea9tionul Engineer John Schnurr, L¢nd Su'weyar -cvginrerivg - aN:N. - - _- - _- _ __- - - ____ _ _ - v�s __ _ PEDESTRIAN LIGHT scALE N.Ts. CATCH BASIN TYPE b scALE N.rs CATCH BASIN TYPE c scALE N.rs STORM WATER LEACHING POOL SCALE N.rs. MANHOLE WATER SYSTEM INSTALLATION REQUIREMENTS WATER MAIN THRUST BLOCKING SCALE N.T-S. i I GENERAL UNDISNRBED SOIL 4000 PSI PRECAST CONCRETE °' 4000 PSI PRECAST CONCRETE C.I. FRAME 6: COYER - CAMPBELL .00 BO% AS MFG. BY SUFFOLK � BOX AS MFG. BY SUFFOLK FOUNDRY PATIFRN NO. 100]G OR FOUAL. 1. THE CONTRACTOR SHALL CONTACT THE SUFFOLK COUNTY WA1ER AUTHORITY (SCWA) Ar IEASi 4B HOURS --¢-- CEMENT OR #PPROVED EQUAL CEMENT OR APPROVED EQUAL FINISHED GRADE PRIOR TO RIE COMMENCEMENT OF ANY WORK. I fCLEAR TE%TURED POLYCARBONATE GLOBE � (ON INSPECRON POOLS ONLY) 4000 P51 PRECAST CONCRETE HADCO DIV., CRAFiLITE INC., CAT. N0. �� Il � � MANHOLE As MFc Br suFFDLK V-731-A-175-MH, OR APPROVED EQUAL. I ao So998o1a%'go'� v � � / � CEMENT OR APPROVID EQUAL 2 CONSIRUCRON OF THE WATER OISTRIBURON SYSTEM SHALL BE IN ACCORDANCE WIRI A11 APPLICABLE - .' � a � - / ��5� gX8!i e,x'luuu I 1 REgUIREMENTS OF RIE SUFFIXIC COUNTY DEPARTMENT OF HEALRi SERNCES ANO 1HE SCWA � q "��•'��� '�� s ♦ bpa J_ I aa$� �� I � GROVi AROUND \ / y \ _ 6 .- "�VVV � � _ J ENnRE PIPE �� � - MATERIALS /��'�+ � , PRECAST ` SOLIp WALL RING ` DRAINAGE PIPE AS MFG. BY CARLSON i. ALL WATER MAIN PIPE FROM 1HE WATER MAIN OF RIE SCWA TO 10' DOWNSTREAM OF THE RPZ AND \ ' PRECAST OR APPROVED `UNDISNRBED SOIL EQUAL METER VAULT SHALL BE CEMENT-LINED, DUCTLE IRON WRIER MAIN A5 MANUFACNREO BY LLS. PIPE - UNDISNRBEO SOIL & FOUNDRY, GRIFFlN PIPE PROpUCTS CO., OR A'MNRC STATES CAST IRON PIPE CO., IN CONFORMANCE WTH PLAN SECTION JQI (( C L FRAME b: COYER- CAMPBELL AWWA C151-81, C104-80, OR LATEST REVISION. RTE INTERNAL DIAMETER OF 8115 PIPE SHALL BE 6 INCHES. CAST IRON FRAME 6: GRAZE CAST IRON FRAME & GRATE AnnI IJ FOUNDRY PATTERN N0. 10078, ALL PIPE SHALL BE CLEARLY MARKED Ar RIE FACTORY WIRi THE SIZE AND CLA55 OF PIPE, MANVFACNRFA'S- ROUND ALUMINIUM POLE CAMPBELL FOUNDRY, PAT. N0. 340) CAMPBELL FOUNDRY, PAT N0. 3407 11 � OR APPROVED EQUAL. IDENRFlCATON. AND SHALL BEAR THE APPROVAL OF THE NARONAL SANITATION FOVNDARON FOR POTABLE WATER. BINMINOUS COATED - OR APPROVED EQUAL OR APPROVED EQUAL 1/2"0 STEEL RESTRAINING _ - HADCO DIV., CRAFT7JTE INC., CAT. N0. ASPHALT PAVEMENT U 2. RTE PROPOSED PIPE FROM 10' DOWNSTREAM OF RIE RPZ AND METER VAULT SHALL BE SDR 18, CLASS 150. FINISHED GRApE ANCHOR ROA05 (2-REQUIREp) P-2080-10'-A, OR APPROVED EgUAL. � - (I PREcasF FlNISHEO GRADE FlNISHEp GRADE lJl STORM pRAIN RINGS POLYYiNYL CHLORIDE PVC PRESSURE PIPE CONFORMING TO AWWA C-900. lHE INTERNAL DIAMETER OF A5 MFG BY CARLSON ( ) ' � 1 I PRECAST OR APPROVED � THIS PIPE SHALL BE CLEARLY MARKED AT lHE FACTORY WITH THE SIZE AND GASS OF PIPE, ANO - - -",'s�= - J! EQUAL � MANUFACNRER'S IOENPFlCADON. --�-- �'� ryJl Op❑ �'• 4000 P51 PRECAST CONCRETE 3. ALL VALVES, ELBONS, TEEB, ANO CURBSTOPS WITHIN RTE OISTRIBUTON SYSTEM SHALL BE CAST IRON, F I I'•" �� TRAFFlC BEARING COVER • � � - i 'i ®�® MECHANICAL JOINT, CLASS 250 FlTDNGS ANO SHALL CONFORM TO AWWA C-110. FlTRNGS SHALL 8E •I •• I .- ' I L i' z� _ .. 1r 4000 P51 PRECAST CONCRETE � : a BITUMINGIS COATED OUTSIDE ANO CEMENT-LINED INSIDE _ `�� 'i � 6 I I•, ' 4000 P51 PRECAST CONCRETE DRAINAGE PIPE TRAFFlC BEARING COVER pRAINAGE PIPE TRAFFlC BEARING COYER - • :� I`. `,i ' ,iL 4000 P51 PRECAST CONCRETE _ 4. THRUST BLOCKING 15 REQUIRED AT ALL FlT➢NG LOCAPONS ANO SHALL CON95T OF CLA55 6, 2500 PSL I � O _ � � I- la oo m. -{ � � O MANHOLE AS MFG. BT SUFFOLK u m c I 4000 PSI PRECAST CONCRETE I I CEMENT OR APPROVED EgUAL _ - BO% AS MFG. BY SUFFOLK 4000 PSI PRECAST CONCRETE CONCRETE ' - - _ CEMENT OR APPROVED EQUAL BO% AS MFG. BY SUFFOIJ( �, + � - � 1= - _ - ` CEMENT OR APPROVED EQUAL - � - � R ��=III III- F III-III- PI=III- s 6 5. OUCnLE IRON PIPE SHALL CONTAIN MECHANICAL JOINTS, IN ACCORDANCE WI1H AWWA C-800. PVC PIPE UNOISNRBED SOIL L� - - - " � NOTE SHALL WNTAIN INTEGRAL BELL ANO SPIGOT AND JOINED WITH RUBBER SEALING RINGS. THE JOINT DESIGN 1 12� UNDISNRBED SOIL _ ' - __ 1 PROVIDE 3' SAND k GRAVEL COLLAR ALL AROUND LEACHING POOL � C SHALL MEET THE REgUIREMENtS OF ASTM F-4T/-0fi OR LATEST REVISION. RUBBER SEALING RINGS ELEVATION SECTION - .-_ _ < •• "` `"""� 2 EXCAVATON SHALL BE 6' INTD NRGIN SAND k GRAVEL STRATA. SHALL MEET THE REQUIREMENTS OF ASTM D-3212 RTE JOINT DESIGN SHALL ALLOW THE PIPE TO IXPAND, - ° � I-�_�.. NOTE } J N0� CONTRACT ANp DEFl-ECT. RTE CASKETS SHALL PROVIDE AN ADEQUATE COMPRESSIVE FORCE AGAINST THE - fff _ wau-RcwraRCEUENr vnu_xor aE REauIREo ra A I �'� _ N0� SEALING SURFACES OF THE BE11 AND SPIGOT r0 FORM A FLEXIBLE AND WATERRGHT SEAL UNDER ALL _ _ 1 1/4"0 PLASTIC CONDUIT = " ' I weu RnxrRgcanwr ma Nar RE RsaxlREo ra A -�-250'+I oEvrq aF s'-o' oFnrry of s-o'. f 1 +- ww-gEwraRLEMFNr lntl xor es gEaulgm ran COMBINA}IONS OF JOINT TOLERANCES. NO SOLVENT WELD6 SHALL BE ACCEPTED. 1HE JOINTING bF FlTRNGS z oEFas cgEArLu rNnN s'-c' srvnu xnvE vnRc = LEACHING POOL WIRi CONCRETE COVi]i oEPa aF s'-o' CONCRETE BASE � z REFms RgEnrEq mN s'-o' sNAu Neuf :nRE (. '� SHALL CONFORM TD AwwA C-m-as, oR uTEsr REMs1DN. - VERTICAL DEFLECTION HORIZONTAL DEFLECTION Fe6glc coxcREr REwpopcEMEar r.l M'. I Axo 2 � ` z aEplxs cREATEx 1HAN s'-o' sHAu HAVE 4NgE _ _ ' MI0. YERP[IL MgFS - FABPIC CONCRETE gEINFORLFMENT Sdi'. 1 ANa Z _ - - _ - ¢ C ¢ C 12' a.L, 1/2' IN. Ca YEA- MIN VERTCIL 1NREE - 12" O0.. 1/Z' MIN, CaKP. NIN AIC CON CRET flEINFapCEMFNT]'d2". 1 MJa 2 BEND 8 E BENp ¢ h - a sTEas REaulpco wxEx oww exeEEos r-o' ® T = LEACHING POOL WfTH CAST IRON FRAME 8: COY1R - - vERacAr wgFs - Iz' oe., I/Y Mw cavo fi. H'/ORANTS SHALL BE SAFETY FtYNGE TYPE HYDRANT, AB MANUFACNRED BY MUELLER C0.- CENNRION 200) 11 1/4 1'-3' 2'-0' 3'-D' n 1 4' Y-2" ID" t'- I 3 SEPS REOWREO WHEN OEPTI EFCEE05 T'-o'. � ( 6" - I � T 51EP6 gEwIREO xxEry oFrw ExcO:os Y-o' CLOW EDDY (N0. 2840), OR APPROVED EQUAL INLET BRANCH SHALL BE 6 INCH, CEMENT-UNm pUC11LE IRON 22 1/2 2'-3" 2'-0"- 3'-0" 22 I/2' 1'-6" Y-2" 1'-fi" i = LEACHING POOL MR1 CAST IRON FRAME h GRATE PIPE HYDRANTS SHA1L HAVE ONE 4 1/2 INCH PUMP NOZZLE ANO TNO 2 1/2 INCH HOSE NOZZLES. _ 45'- S-0" 2'-0" 3'-0" 45' 2'-6" 1'-4' 1'-6" 90' 3'-0" Z' 0" 1'-6" i. WATER SERMC€ LJN€3 5t1ALL 8€ TYPE "K", SEAMLESS DDPP€R N®IN&-WAT€R 3€RYI&€3 3NALL INCLUB€ _ I CORPORARON STOP, PIPE SAOpLE ANO CURB STOP. ALL COMPIXJENTS SHALL BE AS APPROVED BY THE - - _, SCWA. ALL WATER SERNCE LINES SHALL BE ONE CONRNUOUS, COPPER UNE FROM THE CORPORARON - STOP TO THE CURB STOP. SERVICE CONNECRONS (CORPORARON STOPS) SHALL IryCLUDE A SERMCE - � - ' a DAMP, OR SADDLE SERVICE CONNECRONS SHALL NOT BE TAPQEO DIRECTLY INTO A PVC WATER MAIN. _ � PIPE DOPE, SOLVENTS, OR OTHER SOLVENT WELDS SHALL NOi BE USED IN MAKING SERNCE CONNECRONS AREA LIGHT SCALE N.rs. BELGIAN BLOCK CURB & PAVEMENT scALE N.rs CLUBHOUSE DRIVEWAY SECTION scALE N.rs. ro PVC WATER MwNs. FIRE HYDRANT scALE N-rs. 8. THE BACKFLOW PREYENIER SHALL BEA 6 INCH RPZ DENCE, AS MANUFACNRED BY FEBCO (MODEL 825Y), OR EQUAL - Y I i - INSTALLATION - _ - - 1. ALL WATER MAIN AND SEANCES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS AND THE - - - _ RECOMMENDATIONS OF RIE PIPE MANUFACTURER. _ - 6' GATE VALVE _ - - - _ WATCTt MAIN - _ - 2. A CONTINUOUS ANO UNIFORM BEOGNG SHALL BE PRONDm FOR ALL WATER MAIN PIPE BACKFlLL MATERIAL - 6g��.�- - 6" HYDRANT - ""� _ - - SHALL BE FREE OF ALL LARGE STONES AND SHALL BE TAMPED IN LAYERS AROUND THE PIPE ANp TOA - - - s�d ' - _ _ SUFFlCIENT HEIGHT ABOVE 1HE PIPE TO ADEQUATELT SUPPORT ANO PROTECT RTE PIPE STONES SNALL BE - � - _ _ - -_ q""�SE5E -� - - REMOVID FIX2-A MINIMUM OEPiH OF 6INCHES BELOW RTE BOLFOM OF_1HE PIPE � - - 4$pe 175 WATT METAL HALIDE LUMINAIRE ,- - - _ _ - _ - _ - �YRN WITH PHOTOCELL & BALL45T-HADCO - 3. ALL WATER MAINS ANO SERNCES SHAH HAVE A MINIMUM COVIIt MATERIAL OF 54 INCHES AT FlNAL GRApE.' _ _ _ _ �a ' DIV., CRAFiLITE INC., CAT. NO. GRANITE BELGIAN BLOCK - - HCH-2175-HP, OR APPROVED EQUAL - - - - - - - _ �p55 g- 4 FlTRNGS SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON RIE PLANS OR-OTHERWISE DETERMINED - - - � � _ - - �5��- _ - TO BE REQUIRED. IN NO CA6E SHALL RTE OEFl-ECRON OF JOINTS E%CEEO 45 OF RIE INSIDE DIAMEIIF.� '-' - _ _' - _ 1 4 /2 x c 5. THRUST BLOCKING I6 REQUIRED A_T_ALL IEFS, BENDS. ANO HYDRANTS CONCRETE SHALL BE POURED AGAINST _ (2) - 3/4" SIEEL� - - - - �y �,_ r ROAD SURFACE UNDISNftBED EARTH. _ -- - - SHACKLE RODS � - 6" 5 - � CONCRETE 1HRUST BLOCK - - - _ � 6. WATER MAINE SHALL BE INSTALLED AT LEAST 10 FEEF HORIZONTALLY FROM ANY EXISRNG OR PROPOSED "_ _ - ' - tfi '� SANITARY SEWIA. WATER MNN CROSSING SEWERS SHALL BE A MINIMUM YERnCAL DISTANCE OF 18 INCHES. _ 4 1/2" PUMPER NOZ]lE - - 1 1 2" WEARING COURSE / _ _ _ _COBBLFSIONE CURB __ _ _ _ _-- _ �•• `- - _ - 6"_HYDRANT _ _ _ __ __ _ _ - - -_ _ --_- - -__ - - - -__ - - _- _ - -_ ____ - _ __- __-_- _ _-- - _ - _ £ 2-1/2' BINDER COURSE - __ -- -_-_--- _ _- _- ___ --_ - _ - - __ PR�ESSUERE PIPE FROM��OLE iO BW-A=SANITARY-3EWEfrME3EMER-Y PP3RAL� - - __-,_ __ __(2) - 21/2" HOSE NOZIl£5 - - _- _- - - _ _ - - - - - - BE3DrFr� - z.opD z 2.DDD a � _ 4 SQUARE ALUMINtlM"POLE - - - _ _.. �_ �� - - - _ � _- _ -._ - _-_ - - - - _ _ _ - - __ _- _ 4" COMPACTED BASE COURSE TESTING - - - - HADCO DIV, CRAFTLJTE INC., CAT. N0. 17 � 3/4" STONE BLEND OR - - 1 - - - - - - � - _ P-295-20-HSI,_OR APPROVED EQUAL � 3500 P.B.I CONCRETE �CRUSHEO CONCRETE TOPSOIL k SEED TOPSOIL YSEED - 1. ALL WATER MAIN PIPE SHALL BE PRESSURE TE51E0 ANO LEAKAGE TESTED IN ACCORDANCE WI1H AWWA - AT 2B DAYS ON VIRGIN - - _ O - UNDISIDRBEp SOIL 6 STABILIZED SOIL BASE STANDARD C 600-82 OR LATESI'RWISION. CAST IRAN - - - - - - - - 2 ALL WATER MAIN PIPE SHALL BE DISNFECTEO M ACCORDANCE-W1Tp AWWA STANDARD C651-86, OR VALVE BO% - � - _ - - - - - " _ LATEST REVISION. THE CONTRACTOR SHALL FLUSH Tf1E MAIN THOROUGHLY BEFORE OISINFECRON WITH _ - - _ - _ _ - _ CALGUM HYPOCHLORITE, HRT, OR APPROVED EQUAL CHLORINARON SHALL RESULT IN A CHLORINE - - - _ - - - - - - - - - - RESIDUAL OF AT LEAST 50 MG/L FOLLO'MNG A 24 HOUR DETENRON PERIOD, RIE MAIN SHALL BE - - - � - - - - FLUSHED AGAIN. - - 1=11111=11N �il I=II � IP 1= III=III=11 X111 11= - _ -3. ALL WATER MAIN PIPE SHALL BE BACTERIOLOGICALLY TE6TE0 IN ACCORDANCE W1TH.ANO AT LOCAPIXJS - CONd2ETE - - - - - - - _ 1HRUST BLOCK - ' SPECIFlEO BY THE SUFFOLK COUNTY DEPARTMENT OF HEALRi SERVICES AFTER DISINFECnON. - - NOTE - _ - - _ � - - _ _ _ _ NRBS SHALL BE SET TRUE TO UNE & GRADE ON _ - - _ GRAV11 (2) - 3/4" STEEL _ _ - - - _- " E POURED CONCRETE FOUNOARON TO PROVIDE A - � - _ StlACKLE R005 _ _ - -250' 1 1/4"0 PLASTIC WNDUIT FIRM AND ONIFORAI BEARING - - - - _ _ - - , CONCRETE_BASE - � - -_ - � - - - - � _ - - _ 3`y'=R __ m HYDRANT DRNN "6" CATS VALUE - {CLEAR FROM 1HRUST BLOCK) s _ - _ - - - - _ _ - - - - _ §Y - __� - - _ - - - - _ - 6�€�. �RaE _ _ _ - A gE _ . . ._ - _ � _- �yRe - - _ _ #p � WATER MAIN-SANITARY SEWER CROSSING �� 66 � . - _ - - _ - - b��w' � _ - - - - - _ _ _ - _ - - - - - �2d .. - - - � - � - - _ - 3 .. - - � _ _ _ - _ - _ � - _ cSl?� TYPICAL POND SECTION & WETLANDS PLANTING . scALE N.rs. WETLANDS PLANTING AREA REQUIREMENTS WETLAND PLANT LiST sA"ITARv sEwEl' 4- - - _ _ - _ - r - . - (SbR-18 PRESSURE - _ _ - - - - - - - _ - - _ _ - MANHOLE TO MANHOLE - - _ ", - - � _ _ - , - _ - - wAi,;Ea`a semnc°e _ _ ENGWEER'S CERTiFIQATIQN . ' KEY BOTANICAL NAME DTV. SIZE/, - - t. TOP5lML - � � - � � - � � - - � _ - _ - �" - - � - - � - _ - � - • 7y{E WAiER.�SU_PPLY-AND SEWAGE DISPOSAL_FAGILITIES SHOWN - I _ - (COMMON NAME) � CAL ROOT - -A. MATERIALS;- _ � - - - � - _� -_ - - - wel€a MAIN oR � � � � - - � HEREON 6f)b1PLY'H1"fH THE STANDARDS dN9-REflUIREMENTS OF _ _ - _ * HUMUS 1-PART - � - - ZONE A - - - - . � WATER gRNGE - - - - 7HE SUFFOLK COJINTY-DEPARTMENT OF HEAL111'"SERVICES.' - /� * LOAM 3 PART - - - � _- _ - � _ � _ , ZONE A ZONE B ZONE C B. MIXING PROCEDURE: - - SAGITARIALATIFOLIA 750 2" PEAT POT � NEx/ - * TOPSOIL TO BE WELL MIXED BEFORE APPLICATION, EITHER PREMIXED (DUCK POTATO) _ _ -_ - - _ - - _ _ - � - - - - - _ � _ �(� �' � �6��� [-3.0 TO -1 .5] [-1 .5 TO 0] [0 TO 1 .5] oR MIXED oN_s1T>= ANlue P Qa ,- C. APPDCATION: - , _ _ __ ZONE B _ - _ -- _- - -_ - . - � - _ -_ - - - - _ - � * � �- Ty+� _ - S Y'SEWER_ - _ §s - - � �1�'c�� w �S T � * TOPSOIL WILL BE APPLIED TO A DEPTH- OF AT LEAST i2" IN ZONES A, B, & C- _ _- � _ - __ � - ��yy�Q � _ - - SCIRPUB-ACUTUS - 180D 2' - PEAT=POT __ _ _ _ � - '�- -:' : - - - � � ✓✓ � � � r - - w _ - _ _ _ D. SUPPLEMENTS: � - - - � -_ � - (HARD STEM BULRUSH) - - - - - -_ - - - � - - _ - _ � _ _ -- A� -_ - _ - - _ _ _ � * SOIL SUPPLEMENTS WILL BE ADDED AS NEEDED. _ - - - _ - - -' - _ _ - - _ - - _ - _ - -_ - - - - - - 8483 �T - � � ��� . - .. - - - - - _ - �_ - -_ - �. _ � - ,am - - _ - - _ _ _ _ HOWARD W. YOUNG N Y 5 tS.NO 45 _ _ ' - _ _ _ - -THOMAS C.-WOLPERT N Y 5. P.E NO. 61 - �- _ fij` q$3 �4 _ - - - - 2 PLANTING (ZONES k B !t C) - - - ZONE C �. - - - - - - - - ---: -- _ A. TIMING SCIRPUS' TAHERMONTANII- - 1500 - 2" PEAT POT - - - - - �,� * PLANTING SHALL BE ACCOMPLISHED DURING APRIL, THROUGH SEPTEMBER-.- - (SOFT STEM BULRUSH) - - - �- - _ - - - � � - ' - - - - - _ �-. - ' - _ - - � B. SEQUENCE AND PROCEDURES: - - - - PELTANDRA VIRGINICA- 1500 _ 2�"- . PERF POT � _ _ �- - -. - - _ - - - - - - - _ -SURVEYORS- CERTIFlsSATION`, -_ - - - � - * PLANTING SHALL-OCCUR AFTER T}iE PONDS HAVE-BEEN EXCAVATED - (ARROW ARUKM) _ - - - - - --n _ - '-- -- - - - - - - - - _ - _ _. _ _ � BANKS FINE GRADED-- - _ _ _ - � _ - - - - - - - � _ - - - - - q _. - _ - - _ - * POND @ANKS SHALL'BE STABILIZED AND PROTECTED DURING - SCIRPUS FLU VIATILIS. 1500 - 2" PEAT POT _ _ _ - _ -' �- - _ _ _ - -, - - - - - _ • THI$SITE PLAN WAS-PREPARED FRDM�-TOPOGRAPHICAL AND . � - - - - - _ PLANTING-ACTIVITIES. - _ � - � - - _ - (RIVER BULRUSH) _ - - - _ - - - - ,-- - - - - 80UNDARY�SURVEY-PREPARED-BY US IN-SEPTEMBER 1998= :� � - -- - � _-* AFTER-TOPSOIL-APPLICATION, 'AUGER OR-OIG;PLANTING_ - - - - '-- � - _ �_-- � - -� _ - -� _ - - - - - - - - - _ - - - - . - -, ' - - - CAREX STRICTA i5D0 - �2" PEAT P_OT - _ - � � _ � - � �- �- - - - - _ - � -- � � - 5 HOLES FOR`WETLAND PLANTS AND TRANSPLANTr`- (TUSSOCK SEDGE GRA55) WAT€R_ SERVICE ,CURB STOP BOX_ ��W - - - - _ _ _ - - - " WETLAND SPECIES-IN F.CCORDANCE WITH '- � - _ � _ _ � _ _ ` ._ _ - �' _ _ _-__ _ _ - � _ - ���Q- 'I _ - - _ - - - - � _ - ELEVATIONS�SPECIFIED IN CRO55 SECTIONS OR AS INSTRUCTED' - - HIBISCUS MOSCHEUTOS- 1500 - - - 2 PEAT POT- -� - 1 - � - .-�' - � � � - -_ ,�- _ --- - - - - - � - - ._ - '� - _ = k P'- - - - - _ - - - - - _ - - BY THE ENVIRONMENTAL ENGINEER. .PLANTING'TO DE SPACED - - (SWAMP ROSE MALLOW) - - _ - - - � - - - -- - � - - "� ' -- � - - � -'- � - - - � .- �- - _ - -. - - -_ - - - - _ - � �_ �-' W Y 1 - 4 _ - - _ t8 INCHES ON CENTER - - - - - - . _ - - _ - - - _ _ _ - _ _ -- -. /�.L= _ � # g �Sa � - `i '_ - _ - _ - _ -- - - � - � * 00 NDP REMOVE_.PLANTS FROM GONTAINERS_UNTIL_ IMMEDIATELY � - - - IRIS VLRSICOLOR - 30 - 2" PEAT POT � _ � "- _ _ ' __ _- __- _-�� _ - - - � - 1 - - - BEFORE PLANTING.' SEPARATE;ANY POT BOUND OR CRAMPED - - � '- - - _ - _ _ - �- - � - - .. -' _ - - � �- ° '_ '-� � - �- -. - _ - _- - ' - - - JOHN SCHNgRR; N.Y. . C,S.�NO_ 4951Z'. > T� --- _ - - - - - - _ - - I I - . _ (BLUE FLAG) _ - _ _ _ _ _. _ --- ,_ _ -.. -_ - .__ - -_- _ _ _- - _ _ _ _ 3 - I I ' - , ROOTS-AND SPREAD THEM WHEN PLACING-THE PLANT - _ - _ - _ _ - - - - HOWARD- W. YOUNG, N.Y.;S- CS. NO 45893.."F<,� -,_ � '• - I - A r 1 - _ - * TRANSPLANT HERBS ANO GRASSES, _BURY TUBERS TO A DEPTH OF- � - SCIRPUS PUNGENS - _�- 1500 - -� 2" PAT POT � � � � _ - ' - - -: '- - - �� - _ - _ -: '_ - _ � _ _ - - - � - - � � - - - - - - �4$� �4' - �' _ - - - - I /' / - \ - ___ 2 INCHES. TOTALLY BURY ROOT-END. OF SPROUTS AND BACKFILL - - - E - _ � " -_ _ � _ _ - - - - - - ` �ED 5� _ €+" 1 ' HOLES COVER -', _ , Z - _ - I - \ - -- - -_ - "' - - _ - COMMON THREE SQUARE) _ _ � --. ',- � _ _ u r a _ _ _ - - _ LAND _ ,��,. I _ - _ _ _ _ _ _ _ _, .. - . . ._ - � -.,-. .- - � i r - HIGH WATER LEVEL �'•.� f 11 1 , ' IRRIGATE AREA DAILY-UNTIL PLANTS ARE WELL ESTABOSHED. - SAURURUS CERNUS 1500 2" PEAT POi ��aa / ' TOP SOIL - . , * � � � - _ (LIZARD'S TAIL) '' - --� - �- � - EaY�; - \ _ EXISTING _ AFTER PLANTS ARE WELL ESTABLISHED ALONG POND BANKS, _ _ _ -' _ -- - - - - _ - - - ., -- -- - -- _- - _ - _ - - � -, � B t P - 1 � � - - - 1 � 'I� / 'I - � _ - ANDOAELOW BAS NP�OASTABIALIjEERS USED_DURING,PLANTING, - � � _ - _ EUPATORIAEDELPHUS MACULANS 1500 - 2"- . PEAL POT - - _ _ - - =_' --'--' _. - -- .-- - - _ - __� _ _ _, _ . --OWNER -.- - _., ,'-;�� ' I// � \ TOP SOIL _ � /- IINIIMUM - - *' ALL WETLAND-PL-NTS ARETO-BE PROTECTED'FROM DESICCATION.._ � - (JOE PYE WEED) --- - - = - _� -. " ' - - - - _ - _ ORDINARY WATER LEVEL 1 12 M °' _ _ _ . ,, ' cAuixEeuNKs, L,D.-` _- { � - - PLANT MATBRIAC 9Hf)ULD-BE RECEFVEO FROM_THE NURSERY-TO ALLOW � - - _ � �_� � _ ' 6 to/t6"- - - - _ _ - - - - - - - � - - , FOR PLANTING ON SAME OAY OFDELIVERY: - - �- -- - - - _ � : - ._,- - '�_- , _- -- - - _ . . - - _ _ - - O _ - - _ _, _ - - - ,: - _- - ' - _ _ - � - - - _ - _ _ � _ _ - - JO CHARLES CUD.DY."�Sq: _._ se;E - - 1 - _ � - _ - .. - _ _ - - - _ EXISTING LOAM , _ �� _ c -1 _ - - P.o. Box 154 : . _ 1p" MINIMUM DEPTH BENTONITE ENHA SEC SOIL-LINER _ RIVERHEAD,NEW YORK�i1901 - - - _ - - - (PERMEABILITY, K = 1x10 CM/ ) - _- _ _ - _ - - - _ - _ - - - - - - - __ 501 �1NER NK RUN SAND &, GRAVEL _ GOLF_ L S -3 24" MINIMUM BA . INK FINISHED GRADE MEET EXISTING SOILS ;; CAU_ R EL � � N 'K �J- .� o I - `� - 1 -4 END SOLL LINER AT 6030- _At Mattltuck.-Town of 5outhofd. _ _ '_ _. . � -5 ORDINARY WATER LEVEL , " y . . Sltffolk. County New" Yoek ., . _ , ` _ - " - - ' . _ . .- - tooD tzs , - oz '- t ° _ _ =1 Q00 � � 125 D4 ' 24 1 _ _ _ _ _ �. _ ,- _ - - 000 i25 o ' =>5 _ � - - - - -_ - - � _ - - _ _ - _. -- -� - - "--'� -_ � -- �- - ' _� _ - . . . , _ _ - - _ - �`. � � - - _ - - - � � -' - - _ - -- - -- -� - - - - - - - Diso-rr lODO-smr �d 12$`=aleck D3 1:Pt.1T -_ --. . County Tax Moa "_ _ _ ._ � _,., , ,-.- . . ; .' F,_ ., MUN. �. 200© --- _ - n _ _ - '- - _ _ - - -. . _ - ._ � _ - - - -. _ __ __ .. _ _ - - _ .< _ _ � _ _ _ _ _ _ _ - .- _ _ .-_ '. - � - - - . - - - - - _ _ _ - _ _ - _ ' _ _ _ - _ _ _ _ - _ _ _. _ . --.� _ �_ _ _ . _ _ - _ _ ,.. _.. - - . . __ -. . ... _ r _ - ,. __. . ...._. _ ,.. M�g�D P�RED� : _ _ _ _ __ ,_._ . . _ __ _ _ _ - ,. _ _ . _ .._ .'__ .... .-... - . . . - ..._ ._ z .. �� - . _ - _ s• - .k-_ - - - � � - - �. -. '-. - _ __ ,. _ _ _ _ ._ _ _- _ - _ __ --_ _ _ _ _ - `. - � -.- - - . . . _ _ ._ - � _ _ .. _ _ ,. _ - _ � ._ _ . ._ _ .- . - _. . � _. '- - - _ 67,1Ty, - LIE &. .,. _ '- _ _ _ _ - _ .. . _ __ ,. _ - _ � _ __ - - - , �. _. . - _ _ __ _ _. _ _ -_ r . . .- __ _ _ -. , _�; _ __.,-' - _ _._ _ -. -. _ - - - - - _ .. � ... "... . .x. - _- - - .F . . - _ - . _ . _ . . .. -_. . .. _ . _ - -_- __ .._ _ . . _.:.,,., .. ..- -�.---. - � - - 4�..,,, . _ .- s- ., --- ' - .-r,�_ . ,,.., - - .,. - __ _ - - _ _ - .. -. -- , - . .r _ _ ,- _ _ ._ - ., . „_ .. -. _. - , .,- - _ - . _ ._ -_ '_ -_. :� _ - _ _ r - � _ . _ - .__ � _ .- .. _. 3 - _. .�:�' - ' - - - , z - - - _� .0 .. .. _ -. i. .`.( _" ..¢� a 3� - 6, _a; Ysx3 - � '�.. � -.=1 ." � F b ^���i '�: _ _.._r.,2.. -s ms,,,µ ;.<rc_ 0 Young & Young, Land Surveyors 3�uttttq 400 Ostrander Avenue, Riverhead, New York 11901 516-727-2303 1�nunq NEW SANITARY SYSTEM NO. 1 SCALE 1" = 5' Aden Y. .P.E.E.& .S.(1Vad 908-1994 ) Hmwardw. Y -- - - - _ - -- - -- - - - _-- Thomas C. Wolpert, Professional SuR¢L Enytineer _ - - - - - - - -- _ -- -- - - _ - -- -- - - - - - - - - - - - John Schnurr, Land Surveyor �Lnnning 'moRi" SANITARY NOTES DESIGN CRITERIA & CALCULATIONS Bnr"eyi"q t ALL CONSTRUCTION TOBE IN ACCORDANCE WITH SUFFOLK COUNTY HEALTH DEPARTMENT SERVOS REQUIREMENTS 2 ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER (SEWAGE DESIGN CRITERIA CAMPBELL FOUNDRY PAT v 1007C OR APPROVED EQUAL } ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI GROUNDWATER MANAGEMENT ZONE V METHOD OF WATER SUPPLY - PUBUC ^ ALL PRECAST TOP SLABS, RISERS AND DOMES TO BE TRAFFIC BEARING- i ALLOWABLE SANITARY FLOW - 600 GPO/ACRE 5 HE wVRT ELEVATION 600 DEC x 154.64 ACRES = 92784 GPD DENSITY CALCULATION CLUBHOUSE: 204 STALLS 0 15 GPD/STALL = 3060 GPD PROSHOP (RETAIL): 912 S.F ® 0.03 GPD/SF. = 27 GPD RESTAURANT165 SEATS 0 10 GPD/SEAT = 1650 GPD TEST HOLE N0. B6 POOL HOUSE: TEST HOLE N0. B7 TEST HOLE N0. B8 CART STORAGE BLDG.. 5171 S.F. 0 0.04 GPD/S.F. = 207 GPD SPA' 1248 S.F. 0 0.30 GPD/S.F. = 374 GPD FlresT a EL-32H5 0.0' EL=24 9 0.0' EL=26 6 00' BATHING 50 OCCUPANTS 0 5 GPD/OCC. + - - OL DARK GROWN SANDY LOAM OL BROWN SANDY LOAM OL BROWN SANDY LOAM 4 SHOWERS ® 50 GPD SHOWER 500 CPO EL-4°.00 EL-31.6 1 0' EL=25 6 1.0' CATERING: UP TO 34 ® 5 GPD/CAPITA = 170 GPO MAINTENANCE BLDG.: 4204 S.F. ® 0.04 DEC S.F. = 168 GPD ML BROWN LOAMY SILT EL-23 4 L5 SUPERINTENDENT RESIDENCE: 300 GPD = 300 GPO SM BROWN LOAMY SAND SM BROWN LOAMY SAND HALFWAY HOUSE: EL=30.1 25' 1200 S.F. ® 0.15 GPD/S.F. = 180 GPD EL-21 9 3 0' 100 GOLFERS ® 5 GPD/GOLFER = 500 GPD EL-231 3.5' (40% OF 250 TOTAL GOLFERS/DAY) TOTAL PROPOSED FLOW (DENSITY) = 7136 GPD CLUB cl covER SW PALE BROWN FINE TO GLDB HOUSE FINISHED GRADE c covER c covEa ci. EL=}z3o COARSE SAND W/ 105 GRAVEL cl LAVER EL=}o.e° Ei=3o ss DESIGN CALCULATIONS SANITARY SYSTEM N0. 1 BASEMENT CL COVER C.I. COVR EL=3G.5D 1 MIN EL=}R.po c.I cavER EL=z9.9s 2' M"%- CLUBHOUSE: 204 STALLS ® 15 GPO/STALL 30fi0 GPO EL-29.]0 EL-29 B0 1' MIN 11 Mlry Y MIN t' MIN z MAx EL-19.9 50' PROSHOP (RETAIL): 912 S.F. 0 0.03 GPD/S.F. - 27 GPD (' MIN Y MaJ 0 O 12' MAX� 2' MAX z' MAx { RESTAURANT. 165 SEATS ® 30 GPD/SEAT = 4950 GPO 2' MA% 2' MAX SP PALE BROWN FINE TOTAL FLOW 8037 GPO TO MEDIUM SAND SP PALE BROWN FINE a67 o6T TO MEDIUM SAND 4' DIA PVC 0 oa}. I T GREASE TRAP PIPE 9200]. 4" DIA PVC 4" RE PVC REQ. 1 TRAP 12' DIA x 5' UQUID DEPTH - 4000 GPD & UP TO GREASE MAP °5° - PIPE M 210% PIPE 9 Z00% Flow LINE FROM CLUBHOUSE FROM GREASE TRAP IE=2G.6G. IE-za s0 D 33 SP PALE BROWN FINE USE 1 TRAP 12' DIA x 5' LIQUID DEPTH - 4000 GPD & UP 4" @ PVC 0 { IE=z3s3 TO MEDIUM SAND IE=z6 00 a" DIA PVC IE=2s 46 � - - aow LINE IE=za DD 4" DIA PVC a' Olq PVC SEPTIC TANK PIPE ®2 IE=zc sfi PIPE®2009. O O O 4" DIA PVC TO MANHOLE I-0 50 O6]' 1B"lEE PIPE® OOS PIPE ® I DOR 4 pp' 7 E=23]9 0 25' I6'hI PIPE ® LDDR IE-23 22 oaY (QTS ' = 18000 GAL, MANHOLE T6T� I� _ s 4°D IE=z3 sa USE 4 TANKS 12' DIA. x 6' DEEP L RED. 8037 GPD x 2 DAYS _ 16074 GAL, MANHOLE e 2� T I �USEII15 POOLS 10' DIA. x 12' DEEP = 5652 S.F.S.W.A G POOLS I REO. 8037 DEC a 1.5 GPD S.F 5358 S.F.S.Wl f 12 D°' �'I8. 3750 GAL. GREASE TRAP EF-7.6 25 0' EL=7 9 17.0' EL=9 6 17 0' DESIGN CALCULATIONS SANITARY SYSTEM NO. 2 Q • \•/ _ TTT POOL HOUSE: 1 m o m 1200' 12,00' SPA: 1248 S.F. 0 0.30 Cl = 374 GPD 18000 GAL. SEPTIC TANK } SYSTEM(NO. 1 BATHING 4 SHOWERS N® 50 GPD/SHOWER+ = 500 GPD m e m CATERING: UP TO 34 0 7.5 GPD/CAPITA = 255 GPD e TOTAL FLOW = 1129 GPD O • °.00' �I oa' w 1 �..-- mGREASE TRAP • e RED. 1 TRAP 10' DIA. z 5' LIQUID DEPTH _ m DISTRIBUTION POOL LEACHING POOL = 1000 - 4000 GPD 1000 - 4000 GPD i� USE 1 TRAP 10' DIA. z 5' LIQUID DEPTH 5652 S.F.S.W.A. TOTAL LEACHING FIELD OF 15 POOLS SEPTIC TANK U REO- 1129 GPD x DAY = 2258 GAL, USE 1 TANK 10' DIA. x 5'' DEEP = 2500 GAL, LEACHING POOLS PLAN HYDRAULIC SECTION RED. 1129 BED + 1.5 GPD/S.F. = 753 S.F S.W.A. h6g SCALE 1" = 50' = O= --IS E%PANSI A LEACHING POOL USE 2 POOLS 10 DIA. z 12 DEEP 754 S.F.S.W.A. E bU�m DESIGN CALCULATIONS SANITARY SYSTEM NO. 3 a+E� MAINTENANCE BLDG.: 4204 S.F. ® 0.04 GPD/S.F. = 168 GPO „A5 SEPTIC TANK REG. 168 GPD x 2 DAYS 336 GAL. USE 1 TANK 8' DIA. x 4' DEEP = 1200 GAL. LEACHING POOLS NEW SANITARY SYSTEM N0. 2 SCALE r = s NEW SANITARY SYSTEM N0. 3 SCALE i" = 5 REQ. 168 GPD- 1 5 GPD/S.F. 112 S.F.S.W.A. 'I USE 1 POOL 8' DIA. x 12' DEEP = 300 S.F.$W.A. SANITARY NOTES - _ _ --- - - -_ - _SANITARY NOTES - _- - __- - - _ _ - - - - - - ___ - HALFWAY HCU HOUSE: 1. ALL CONSTRUCTION TO BEJH REQUIREMENTS TIi.SUFFOLK COUNT' __ _ _ ________._ _ 1 ALL CONSTRUCTION TO R IN RECURRENCE 4y1TBf 5_UFfOLK COUNTY - - - 1200 S F. 00,15 GPD/S.F. - 180 GPD HEALTH DEPARTMENT SERVICE W CAST HEALTH ERS TO SERVICE REQUIREMENTS 100 GOLFERS 0 5 GPD/GOLFER = 500 GPD 2 ALL COVERS UN R HEA. DUTY CAST IRON FRAME AND COVER 2 ALL COVERS T° BE HEAVY DUTY CAST IRON FRAME AND COVER 405 OF 250 TOTAL GOLFERS DAY CAMPBELL FOUNDRY PAT. W 1007C OR APPROVED EQUAL CAMPBELL FOUNDRY PAT V 1007C OR APPROVED EQUAL . ( / ) 3 ALL STRUCTURES TU BE PRECAST CONCRETE 4000 PEI. 3 ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSL TOTAL FLOW 660 GPD 4 ALL PRECAST TOP SLABS, RISERS, AND DOMES To BE TRAFFIC BEARING. 4 ALL PRECAST TOP SLABS, RISERS, AND DOMES TO BE TRAFFIC BEARING. TEST HOLE N0. 1 TEST HOLE N0. 2 TEST HOLE N0. 3 TEST HOLE N0. 4 TEST HOLE N0. 5 5 IE = INVERT ELEVATION 5 IE = INVERT ELEVATION GREASE TRAP EL-32 5 0-0 EL-31 0 0 0' EL=28 0 0.0' EL=19.7 00' EL=27.8 00' REO. 1 TRAP 8' DIA. x 5' LIQUID DEPTH =UP TO 1000 GPD OL DARK BROWN LOAM OL DARK BROWN LOAM OL BROWN LOAM EL-31,5 1 0' EL=30 0 1 0' OL BROWN LOAM EL=18.4 1 5' OL BROWN LOAM USE 1 TRAP 8' DIA. x 5' LIQUID DEPTH =UP TO 1000 GPO SC BROWN LOAMY PALE BROWN SEPTIC TANK OL BROWN CLAYEY LOAM EL-26 0 2.0' EL-25 8 2-0' RED. 680 GPO x 2 DAYS - 1360 GAL .y CLAYEY SAND SW PALE BROWN FINE TO SM USE 1 TANK 8' DIA. z 5' DEEP = 1500 GAL. POOL HOUSE MAINTENANCE BUILDING COARSE SAND W/ 705 GRAVEL LOAMY SAND $ zs FIRST F EL=290 3-5' EL=28.0 3.0' EL=240 A0' EL-24 30 �REQ.N6800GPD = 1.5 GPD/S.F. = 453 S.F.S.W.A [3g EL-3G 00 CI COVER OLS 330 Eis3 sD cI COYER cl. cavER EL_3i2s USE 2 POOLS 8' DIA. z 10' DEEP 500 S.RS W.A. e`N EL=355n FINISHED GRADE Ei=32.05 EL=32ID FINISHED GRADE c covER c covER 1' MIN. N � 1' MIN 1' MIN sb` CI. COVER 0.I COVER EL=3100 EL=}4°0 ❑ 2' MA%. { 2� 2' MA EL-3150 EL-3350 DESIGN CALCULATION$ SANITARY SYSTEM N0. 5 .f"€ t MIN IE-0950 4 DIA PVC 0,6J' _.. _ IE-}1.58 2' MA% a MA 4' 0IA PVC CART STORAGE BLDG,: 5171 S.F. ® 0.04 GPD/S F. = 207 GPD § G5 0 0 _ 0 PIPE®2002 Raw uxE PR 4' SIX PVC 067 IE=29 22 PIPE ®1 OOR MIN S _ 1e'To IE=ze 7z IE=2ese SP PALE BROWN FINE SEPTIC TANK nR< PIPE ®2007. MIN. � IE=}130 IE=3o B0 a" OIA PVC �� 033 D6r REQ. 207 GPD % 2 DAYS = 414 GAL � P PIPE ®200%MIN. now WE USE 1 TANK 8' DIA. x 4' DEEP _ 4" DIA PVC TO MEDIUM SAND 1200 GAL ssl�` IE-3062 fiz I Ie'rtE PIPE 0I OOR MIN. a SW PALE BROWN FINE SW PALE BROWN FINE N"@ o ^ IE=}D t2 REO. 207 GPD - 15 GPO S.F. = 138 S.F.S WA =§€ DfiY IE-2992 { TO COARSE SAND SW PALE BROWN FINE FUSE NGPOOOLLB' DIA x 12' DEEP = 300 S.F.S.W.A. FB„ TO COARSE SAND SP PALE BROWN FINE 3= PRACTICE RANGE D.6r U I { �t TO COARSE SAND I FLOW urvE TO MEDIUM SAND / xroewuc .33'- U iffLTW UNFIO I my 0.33' SANITARY -�I ^_ s �_ D.6T - SYSTEM N0. 3 '1 DESIGN CALCULATIONS SANITARY SYSTEM N0. 6 { -� °fi7 HTRAUUc 1200 GAL. SEPTIC TANK SUPERINTENDENT RESIDENCE; 300 CPD = 300 GPD WAIEIt RPZ /� jgcn�Nc tidE�� z i1 PTIC TANK 2500 GAL. GREASE TRAP OC]0 I 0}3 SEUSE 1300 G 8' DIA. x S DEEP - Q�M III I� 2500 GAL SEPTIC TANK i wATEx sExNce EL=3.4 163' REO. 300 GPO x 2 DAYS _ 7600 GAL 600 GAL. °}s cWi - SP WATER IN PALE BROWN LEACHING POOLS ZOO RPZ FINE TO MEDIUM SAND = ¢ze.R° REQ. 300 GPD a 1.5 GPD/S.F. 200 S.F.S.W.A. ZC EL=15.5 17.0' EL=140 17.0' EL-11.0 17.0' EL=2.7 1Z0' EL-108 170' USE 1 POOL B' DIA. % 12' DEEP = 300 S.F S.W A. ° of 7-I� o� �Go J 300 S.F.S.W.A. LEACHING POOL dMCC BIB Q JIRRGATM ER I _ �A� _---- y/ LEACHING POOL - LINES _ _ �J 754 S.F.S.W.A. TOTAL LEACHING FIELD OF 2 POOLS l PLAN HYDRAULIC SECTION PLAN HYDRAULIC SECTION SCALE 1" = 50' SCALE 1" = 50' " B Oo OUTIE E%PANAaN L£Acnwc PaaL vD- NnNE [PIAN-H LEACHING PSH ENGINEER'S CERTIFICATION 3 • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN eQy: HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF �3�8 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. g=a SCALE 1" = 5' NEl1/ NEW SANITARY SYSTEM N0. 4 SCALE 1" = 5' NEW SANITARY SYSTEM NO. 5 SCALE 1" = s WATER SERVICE-STORM SEWER CROSSING NEW SANITARY SYSTEM N0. 6 0, T BIG GRADE EL-31.00 '- I SANITARY NOTES SANITARY NOTES \ SANITARY NOTES HOWARD W. YOUNG, N Y.S L.S. N0. 4589 ° I 1 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK COUNTY THOMAS C. WOLPERT, N Y.S. P.E. NO. 6148 1 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK COUNTY 1- ALL CONSTRUCTON TO BE IN ACCORDANCE WITH SUFFOLK COUNTY . . 61483 HEALTH DEPARTMENT SERVICE REQUIREMENTS HEALTH DEPARTMENT SERVICE REQUIREMENTS HEALTH DEPARTMENT SERVICE REQUIREMENTS 2 ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER - 2 ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER 2 ALL COVERS t0 BE HEAVY DUTY CASs IRON FRAME AND COVER E881V" CAMPBELL FOUNDRY PAT ,f 1007C OR APPROVED EQUAL CAMPBELL FOUNDRY PAT k 1007C OR APPROVED EQUAL CAMPBELL FOUNDRY PAT W 1007C OR APPROVED EQUAL. �] 3. ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSL 3. ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI 1 ALL STRUCTURES TO BE PRECAST CONCRETE 4000 PSI, 4. ALL PRECAST IDP SLABS, RISERS, AND DOMES TO BE TRAFFIC BEARING 4- ALL PRECAST TOP SLABS, RISERS. AND DOMES TO BE TRAFFIC BEARING 4 ALL PRECAST TOP SLABS. RISERS, AND DOMES TO BE TRAFFIC BEARING. SURVEYOR'S 5. IS = INVERT ELEVATION. 5- IE = INVERT ELEVATION 5 IE INVERT ELEVATION. SURVEYOR'S CERTIFICATION INVERT EL=25.06 m THIS SITE PLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. IB' RIGH DENSITY PRL ER ENE PIPE EL-26.00 CI COVER C.I. COVER CI COVER CI COVER EL-3200 CI COVER D ��' _ STORM' SE�WER SUPERINTENDENT RFlEELRSE-TI2DBFELO0NCE . H/�'yV�A�L I� yln F W =' WATER BER DE � wy o�W+1 lo HOUSE CART STORAGE BUILDING FIRST FL FNSHEGRADE 26G.0 JOHN SCHNUR °oRMR�bF� N.Y.S. L5. N0. 49517 Ott / A2Ra FINISHED GRADE EL=24.90 Lt=24.90 EL=2466 EL=n.B6 cl COVER EL-}1.}Q Y Mw HOWARD W YOUNG, N.Y.S. NO. N0. 4589 ( 1' MIN DETAIL DIAPvc D6T ELANDS „F. Y MIN Y MAX 4 _ t' MIN � 2' EL=2a.BB 3 Ee� 1' MIN.{ - a 2' MAX 2' MAX 4' DIA PVC 2P MINMIN' MAX t' o N.T.S. IE 2G.00 _ PIPE ®1009.(AIN. 4" DIA PVC 06Y J- 2' MAX Y MAX IE=29.Dp 4' DIA PVC OfiJ PIPE ®2008 Rftx ulrt IE=23 00 0.6>' 4' DIA PVC OWNER GE« PIPE 0 2002 '= 1e'IEE Q IE-23 20 4" OIA PVC IE-23]9 IE= IE-z273 4' DIA PVC PIPE e 200R 1 Row LINE � _ 23.z9 � LAUREL LINKS, LTD. a 0 PIPE ®2008 RBW UNf IE=2B 79 IE-28.29 PIPE ®1 D09.MIN. IE=zzz} O { Ie'TEE D IE=2e z1 C IE-22 QS PIPE ® I DOR WN � � /0 CHARLES CUDDY, ESQ. 1e'IEE IE=a fis IE=z1s7 061 P.O. BOX 1547 nsT ' T• I 033' RIVERHEAD, NEW YORK 11901 0.33' FLOW I]NE ♦ 033 fN O LJ� i�S�T" 033 1 /// 1\1 `� T{0.67' 067 fI- eD°' �I 9 0 87 BpD' / GOLF LINKS O6J' 2 -� 1200 GAL. SEPTIC TANK ��8.00' - SEE DETAIL � CART STORAGE II ��� LAUREL LINKS BUILDING 2� 1200 GAL. SEPTIC TANK SANITARY l' x1nRAuuc 1500 GAL. GREASE TRAP o}}' CART o33'SYSTEM N0. 6 s At Mattituck, Town of Southold ° }:/ G secT LINE 1500 GAL. SEPTIC TANK STORAGE _ wnTER sE!+vlcE _� z ��P Suffolk County, New York SANISANITARY 03s SYSTEM NO. 4 BUILDING SYSTEM ANO. 5 --- 1 - \ �RY �o2�y0 I 1 000 126 07 1 C+�xFLyx 800' --I 1000 125 04 24.1 1000 125 04 21 HALFWAY I LEACHING POOL __AA Tw gxxcE sc"nW u�} ---Boo' �_ y� 300 S.F.S.W.A. LEACHING POOL 1000 125 03 3 6 HOUSE 500 S.F.S.W.A. TOTAL LEACHING FIELD OF 2 POOLS �- _ 300 S.F.S.W.A. LEACHING POOL -' �L - 1000 125 03 15 T County Tax MOP Dpi 1000 s..Hnn 125 Bm.k 03 Lt 17 _ WATER StYM¢ A /l1 Q 0 i _ - D ETA I L S = s 24 2001 AUG. , _� PLAN HYDRAULIC SECTION JULY 18 2001 s=BM PLAN HYDRAULIC SECTION PLAN HYDRAULIC SECTION PLAN MAR. 8, 2001 PXAI SCALE 1" - 50' SCALE 1" = 50' SCALE 1" = 20' SCALE 1" = 50' JAN. 31, 2001 _ PE O= nary L£ PuRE ExPAxsACPwG Pool Cunxa - FRE Fnxslax LEAcwuc Pool O` - Fun EXPANSON tEAfHWG POOL AUG 16, 2000 ='s3 JUN. 23, 2000 JAN. 19, 2000 MAP PREPARED DEC. 22, 1999 SCALE AS SHOWN JOB NO. 97-0717 Q Q OF 6 O DWG. NO. 97717_sdeplan_cletails CmJ