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HomeMy WebLinkAbout28494-Z FORM NO. 4 TOWN OF SOUTHOLD - BUILDING DEPARTMENT - Office of the Building Inspector i Town Hall Southold,. N.Y. I CERTIFICATE OF OCCUPANCY No: Z 30059 Date: 03/02/04 THIS CERTIFIES that the building BUILDING Location of Property: 6.400 MAIN RD LAUREL (HOUSE NO.) (STREET) (HAMLET) . :County Tax. Map. No. 473889 Section 125 Block 4 Lot 24.23 I Subdivision Filed Map No. Lot No. r, 'conforms substantially to the Application for Building Permit heretofore 'filed in this office dated JUNE 19, 2002 pursuant to which Building Permit No. 28494-Z dated JUNE 25, 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 MAINTENANCE BUILDING AS APPLIED FOR AS PER ZBA #4624 DATED 12/10/98. The certificate is issued to LAUREL LINKS COUNTRY CLUB INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-00-0011 01/30/04 ELECTRICAL CERTIFICATE NO. 69691C 02/05/04 PLUMBERS CERTIFICATION DATED 02/02/04 WILLIAM SCHWAUB PLUMBING 4/ u ori/zed ignature :Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT l (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL ' COMPLETION OF THE WORK AUTHORIZED) PBRM'IT Nd. 28494 Z Date JUNE 25, 2002 i , 1 , 1 Permission is hereby granted to: LINKS COUNTRY CLUB LAUREL 1833 MAIN ROAD DRAWER A JAMESPORT,NY 11947 for : ACCESSORY MAINTENANCE BUILDING 86 ' X 50 ' AS APPLIED FOR WITH TOWN ZBA APPEAL # 4624 AND PLANNING BOARD APPROVALS at premises located at 6400 MAIN RD LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 023 pursuant to application dated JUNE 19, 2002 and approved.by the r Building Inspector to expire on DECEMBER 25, 2003 . ` Fee $ 1, 921 . 80 lzs� L-Authorizd'd Sifhature it ORIGINAL � Rev. 5/8/02 i i,� BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the buildir inspector with the following: for new building or new use: 1. 'Final survey of property with accurate location of all buildings , property lines streets, and ^unusual natural or topographic features. • 2. Fina1'Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4, Swornstatement 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 prop arty 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 statethe ., ; reasons 'therefo in writing to the applicant. C: Fees Ci ; 1. Certificate ,of Occupanc1.y-, New dwelling $25.00, Additions' to dwel ing $25.00; Altera ions to dwellir�g:.$25.00, Swimming pool $25.00, Accessary buiJ.dt�?gy:$2'5 .00, Additions to 'accessory,building $25.00. Businesses $50.00. v t'r 2, Certificate of I Occupancy.pn Pre-existing Buildine - $100.a 131 3 Co PY of 'Certificate of,-','Occ' upancy - .25 . 4 4.iJp$ated t Certificate 'of'Occupancy - $50.00 }$t � 5 ,Temporary Certificate ( 'Occupancy - Residential $15.00, Commercial $15.00 i 4 r Date . . .-. . . . . . . . . . . . . . . . . N tixonsfrucChon `r ;. 01(00r Pre-existing Building. . . . . .. . . . . . . . .. . Location ofProperty, 13r�© G 1 '� . . .�.: \. . . . . . . . . . . ` u uGo 210 r Street 3 Hamlet Ouwer or' O n'" I ro;,i rt} .4 � ! . . . ` � 5. . . . ��1!✓Y ll 4.,�1 . . . . . . . . . . County Tax MaptNo ' 1000,' Section. . . . . Block. . . . . . . . . . Lot. . . . . . t v { • : h fry-: t{ )f(}} �p Subdivision C1 U e� �� .C t? t, •C icq • , •Filed Map. . . .! v.7j'Lot. . . .3® . Permit No. . . .:Date Of Permit. . ._ . . . . . . . . . . ..Applicant �ktiY • e ppr P I�ealth Dt.,A oval . . . . . . . .. . . . . . . . . . . . . . . .Underwriters' Approval. . . . ? . . . . . . . . . . Planning Board Approval. . . . . . .. . .. . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . .t/. . . . . Fee Submitted: $. • . U. • . . . . . • • • . • APPLICANT i ".r 03/02/2004 15:37 6317440032 MANKHOMESINIC PAGE 02 �r Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 2/6/04 375 Dunton Avenue 696910 East Patchogue,Now York 11772 (631)288.6642 !. Issued To: Manzi Homes Street: 6400 Main Road Village: Laurel Zip: 11948 Town: Southold i, Section: Block: Let: s Contractor: Island Electric Contracting Corp. Lie.# 5206-E Was examined and found to be In compliance with the National Electrical Code. I` n Commercial n NV Defects ❑ Pool ❑x lot Floor X Indoor ❑ Basement ❑ Hot Tub (,] Residential ID Det.Garage n Attic ❑ 2nd Floor n Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GR Heaters A/C Fans 11 10 16 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Defector Bell Transformer 3 Meter Amps Phase UG/OH Jacuzzi Television CO Defector 1 200 1 o / Bldg. Permit j Other Equipment MAINTENANCE BUILDING 1-40 Circuitw/main Hugo S. Surdi President Rough Inspection: 11/12/2002 Inspector: Ed Scavelll Final Inspection: 05/13/2003 Inspector: Ed Scavelli This certificate must not be altered in any manner. Inspectors may be identified by their credentials. '1d" �;. 0 Town Hall,53095 Main Road Fax 631 765-1823 li P.O.Box 1179 y -off' Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Gerry Goehringer, ZBA Chairman i j From:. Michael Verity, Building Dept. Date: May 09, 2002 Re: Laurel Links I With regard to the special exception, were the heights and locations of accessory buildings reviewed? j I " APPEALS BOARD MEMBERS O� SFFOr OG Southold Town Hall Gerard P. Goehringer, Chairman 53095 Main Road Lydia A. Tortora y" P.O. Box 1179 George Horning t5 Southold,New York 11971-0959' Ruth D. Oliva 4 p!� ZBA Fax(631) 765-9064 Vincent Orlando �� Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS (r— TOWN OF SOUTHOLD �i I, sq T—r�-1 ' Cl t REPLY MEMORANDA fl02 1 � t L _ r TO: Michael Verity, Principal Building In ector _who FROM; Jerry Goehringer, Chairman, ZBA DATE May 10; 2002 SIJBJ: Memo/Inquiry—Laurel Links Special Exception In reply to your May 9, 2002 inquiry, this will confirm that all these improvements were taken into consideration as part of the grant with conditions (of the Special Exception). APPEALS BOARD MEMBERS $pEFO(� SOD Southold Town Hall Gerard P. Goehringer, Chairmany< 53095 Main Road James Dinizio,Jr. P.O. Box 1179 Lydia A.Tortora + Southold,New York 11971 Lora S. Collins ZBA Fax(516) 765-9064 S�. George Horning �l Telephone(516)765-1809' BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF DECEMBER 10r 1998 Appi., No. 4624- LAUREL LINKS PARCEL NOS. 1000-126-7-1; 1000-125-3-13, 15, 17; 1000-125-4-21, 24.1 STREET& LOCALITY: Main Road (S.R. 25), Laurel DATE OF PUBLIC HEARING: October 15, 1998 and December 10, 1998 FINDINGSOFFACT PROPERTY FACTS/DESCRIPTION: The subject lands comprise an area of 222.85 acres with frontage and access from the southerly side of Main Road (a/k/a NYS Route 25), Laurel. The entire property is zoned `QAC"Agricultural-Conservation. BASIS OF APPLICATION: Southold Town Zoning Code Article III, Section 100-31B-7 for golf course, golf club-house and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool on a site of approximately 160.29 acres. The remaining acreage (62 acres, more or less) is pending subdivision approval at this time with the Town Planning Board. Article III, Section 100-316(7) and Section 100-33C read as follows: Section 100-316(7); "Uses permitted by Special Exception" upon receiving approval from the Board of Appeals for the following: Beach clubs, tennis clubs, country clubs, golf clubs, public golf courses and annual membership clubs catering exclusively to members and their guests and accessory playgrounds, beaches, swimming pools, tennis courts, recreational buildings and maintenance buildings, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within one hundred (100)feet of any street line or within fifty(50)feet of any lot fine. (b)The total area covered by principal and accessory buildings shall not exceed twenty percent (20%)of the area of the lot. (c) No such use shall occupy a lot with an area of less than three (3) acres. Section 100-13 (Definition): I .. Page -December 10, 1998 ZBA ppL No. 4624— Laurel Links SpecialException Determination MEMBERSHIP CLUB, COUNTRY or GOLF. An entity established for the principal purpose of engaging in outdoor sports, such as golf, tennis swimming, fishing, hunting or similar activities but not including any form of aviation, outdoor trap, skeet or target shooting or motorboat racing. Section 100-31C, Article III: ---- Accessory uses, limited to the following uses and subject to the conditions listed at 100-33 herein: ...(1) any customary structures or uses which are customarily incidental to the principal use, except those prohibited by this chapter...... FINDINGS OF FACT: The following Findings of Fact have been made based upon - Information and testimony offered to the Board: Applicant is proposing a 6100 sq. ft. Golf Club-House (principal building). i, The setbacks of all new buildings meet the required setbacks and locations of the Zoning Code, as shown on the amended Plan dated December 3, 1998, prepared by Young & Young, L.S. ,I The Golf Club-House and related buildings will be in conformance with all New York State Fire Prevention and Building Codes and rules as to handicap, fire and safety issues. The use as a golf course and related facilities is reasonable in relation to the District in which it is located, the adjacent use district, and nearby and adjacent residential uses. The Special Exception use will be in harmony with the intent and purpose of the Zoning Code. This zoning use is authorized by the Southold Town Zoning Code subject to Special Exception review and approval by the Board of Appeals. i This use will conform to the standards prescribed in the ordinance and in fact is a less 3 intensive use for the property when compared to other allowable uses such as subdividing the entire parcel. r This project is pending reviews with the Town Planning Board (and other applicable agencies) under the site plan regulations as to parking, landscaping buffers, drainage, curb cuts, etc. All parking is on this site (not along any side streets or other off-site areas). This Board has considered the General Standards set forth under Section 100-263 and finds that: a Page ,December 10, 1998 ' ZSA Appl. No. 4624—Laurel Links Special Exception Determination iII A) Grant of this application will not affect the safety, health, comfort, convenience, or order of the Town. a 7 B) The use will not prevent the orderly and reasonable use of properties r in adjacent R-80, R-40, "A-C" Residential and "B-Business"Zone Districts. C) The use will not prevent orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts; D) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location; E) The proposed use is in harmony with and will promote the general purposes and intent of the code; F) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. G) The structures, equipment and material will be accessible for emergency protection. The Board has also reviewed and considered those matters listed at Section 100-264A through P of the Zoning Code, and finds that no adverse conditions will result from the grant of this Special Exception, OTHER REVIEWS A separate Special Exception application (for future changes) will not be necessary for accessory buildings or accessory uses. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Member Collins, it was RESOLVED, to GRANT Application No. 4624 for a Special Exception, as applied for, and subject to the following CONDITIONS: 1) The Board of Appeals reserves the right to reopen the public hearing on this Application in the event that Lead Agency issues a Positive Declaration under SEQRA. 2) A steel gate shall be located across the proposed emergency access and shall not extend 100 ft. past the proposed Superintendent's driveway area. i 'Page 4 December 10, 1998 ZEA Appl. r4m 4624 Laurel Links r Special Exception Determination 3) 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 i for general public or private use). Vote of the Board: Ayes: Goehringer, Dinizio, Tortora, and Collins. This Resolution was duly ADOPTED (4-0). (Member Horning of F.I. was absent at the time of this Resolution.) i 11 RD,P. GOEHRINGER, CHAIRMA 2/1198 For Filing on 12/ /98 i i, M1I ss` x<.- Du 'Q0)/.,a/9P' ! € E i PcblT `,� . 0 i Town Hall, 53045 Main Road y 2 Fax(516)765-t: � ) 823 P. O. Box 1179 %�- o � Telephone(516)765-1802 southold, NewYork 11971 { OFFICE OF THE BUILDING INSPECTOR { TOWN OF SOUTIOLD 1 ' ' i C E R T I F I C A T I O N DATE: Building Permit No. i{ Owner: - L.O. - �-In . �C 'll�v C LA& (please print) Plumber N ( ' lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb 'rs sfgna re) NOT QUSAAM JALAYER ARY SMVE OF NOW YORK QUALIFIED NSUFFOLKCON1T NO.O1JA1884 Sworn to before me this COMMISSION EXPIRES MAY 27.2W _ day of Notary Public, ; County i � PLANNING BOARD MEMFBERS �A,C JERILYN B.WOODHOUSE �.L.O �Gy P.O.sox 1179 Chair C Town Hall, 53095 State Route 25 y, Southold,New York 11971-0959 RICHARD CAGGIANO ,y ®. Telephone (631) 765-1938 WILLIAM J. CREMERS Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR: 1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 3 r MEMORANDUM r� Date: March 2,2004 To Michael Verity, Principal Building Inspector From: Victor L'Eplattenier, Site Plan Reviewofv Res Site Inspection-Maintenance Building Laurel Links SCTM: 1000-125-4-24.23 Zone: A-C A site inspection of the above site took place on February 25,2004,and a report made to the Planning Board. At its work session on March 1, 2004, the Planning Board reviewed the results of the site visit, and additional correspondence received from Joseph Pfaff from Laurel Links. The Planning Board is satisfied with the changes made as shown on the "as built" drawing received February 25,2004, and the assurances by Mr. Pfaff at the work session regarding access and final landscaping. Therefore, The Planning Board recommends that a C of O for the maintenance building be issued. Please advise me if you need any further information i Cc:B.Semon j ( , r- r IIn 22M '[ n �r Feb 10 04 03: 11pAuthorized User— X252-407-1907 P. 1 n FBI LAM T E� R ATION POLYPROPYLENE/SCRIM/KRAFT MEETS ASTM C-1136,TYPE II,IV FACING COMPOSITION DESCRIPTION VALUES (ENGLISH) VALUES (METRIC) White Film Metallized Polypropylene 0.0015 inch 38.1 micron Adhesive Flame Resistant Reinforcing Tri-directional 5/inch(MD) 20/100 mm (MD) Fiberglass/Polyester 5/inch (XD) 20/100 mm(XD) Kraft White 14 lbs 13000 ft2 23 gm/m? k PHYSICAL PROPERTIES TEST METHOD VALUES (ENGLISH) VALUES (METRIC) Basis Weight Scale 19 lbs/1000 ft' 93 gm/m' Permeance (WVTR) ASTM E-96 0.02 perm 0.013 metric perm Procedure A Bursting Strength ASTM D-7774 65 psi 4.6 kg/cm= Puncture Resistance ASTM C-1136 125 beach units 3.7 Joules Tensile Strength ASTM'C-1136 40 lbs/inch width (MD) 7.1 kg/cm(NTD) 35 lbs/inch width (XD) 6.3 kg/cm(XD) Caliper/'Thickness Micrometer 0.009 inch 229 micron Accelerated Aging 30 Days @ 95%RH& No corrosion No corrasion 120 degrees F No delamination No delamination Low Temperature Resistance ASTM D-1790 Remains flexible Remains flexible -40 degrees F No delamination No delamination High Temperature Resistance 4 hours ® 240 degrees F Remains flexible Remains flexible No delamination No delamination Water Resistance(Immersion) 24 hours @ 73 degrees F No delamination No delamination Mold Resistance ASTM C-665 No growth No growth Dimensional Stability ASTM D-1204 0.25% 0.25% Light Reflectance ASTM C-523 85% 85% FIRETESTING RESULTS UL-7231ASTM E-84 Flame Spread Smoke Developed Film Exposed 10 10 Kraft Exposed 15 5 British Standard 476 Summary Report Class 0 Surface (Parts 6 and 7) Physical Properties based upon statistical averages. Weight/Thickness±10% 'LAMTEC" AND "WMP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION Lamtec Corporation Bartley-Chester Road P.O. Box 37 Flanders, New Jersey 07836-0037 (2005845500 (800)852-6832 Fax: (201)584-5178 oess J4 FFREY T. 6UTLER9 P. E. $O OVERHILL RD. SHOREHAM, NEW YORK 1 1 78C�-"',-- . 631 -82 1-$850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGIkEERS March 25, 2003 Town of Southold Building Department Re: Laurel Links Maintenance Building Permit#28494 Dear Sirs: I have inspected the as-built condition of the steel stud curtain walls and find the construction meets with my approval and the requirements of NYCCR. Please call if you should have any additional concerns about this application. ,. .... r k %Lq 'neerely, s ' Jz Butler, P.E. r 6 `TT i LJ MF'rRE:Y T. B UTLERz P.E r 20 OQVERHILL RD. SHOREHAM, NEW YORK 1 1 786 63 1 -8.2 1 -8850 LICENSED PROFESSIONAL ENGINEER :MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS �i September 17, 2442 A fY To, Wn `OAtfhOlf + ^; } Buildi g epartment J F' Re: Manzi ` mes ,Laurel Links try Club Maintenance Barn Permit# Dear Sirs: Please note the following concerning this application: • I have reviewed and inspected the rebar installation for the foundation and found that it agrees with the plans on file for the above mentioned application. Please call if you should have any additional concerns about this application. incerely, Y� J T.B er, P.E. l iy `FO x'3493 a ii FIRti INSPECTION SURVEY h'II' I,r1;I�'"'Il'�i' i�lliµi'I lil!II LAUREL LINKS MAINT BUILDING (lij(IIII!Ili!Ilillilll 1'1'01 III 125-4-24.23 J!!J 111�p �n 4nr1,r _MATT ITU (it'utllll'IIIIIIIIIIIillllrl"fl ' IILLW` POB 702 I�!III!11j1, � lilll I,rli 1j I, II ,1 Pi1 ;f,i1 II 9117 r.l Illilllli!i.III!IIIIIIhIII('!I�II!! 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NONE 1s 41 . ;;ilI1l1'�111i11II1111116pN`Y;r ul{III IP'1? a} i �iA!4",lli'I�''il l'°I'{'� "" m,ll�ll[ 1I1llIIIIIIIIIIIIIIIIIII�IfI�I` >n� ,1 .1111!'l'l�l�llllllllllllll, l illllllllllllllllllllll'illltlidlllllllillV�I�!ilLl L`AS`fI�VAI'ORRRR1Ef ;NEED CERTIFICATfON`OF FLAMMABILITY NEED CERT OF CHANGES IN SECOND FLOOR SECOND FLOORM50', PLANS INDICATE 15X48 CHI=CK WITH GARY FISH RE:ABOVE r I II I i LaurelLinksMaintBldg-FIS-03-07-24 816103 Applicant/ «' Date mt Owners Na e: ea Reviewed: �� -ems_ Architect/ Date Engineer: i c_ Submitted: — SCTM M: i District_ 1,000 section: -L-/ Id9ock: LoC 1 Project ��`Subdivisiot�r f I Location L'? en ? _ _ Name: fl � Single R separate Required ? cerQf,ation: (Yes/No) �l Rcq. f Rey. J_onitrg i)istrin; (l,o[siu: _jam vv Aduai i�._�— I IIA(CUVM9C �.Prop,ed Req Q'ront Yard Propos (Side Yard Proposed: ) [Rear Yard Proposed % . I. r , Project Description: AGENC�F.�_ERMITS Permit _ REQUIRED FOR REVIEW NA. NO YES Number Suffolk County Health-Dept. New York State D. E. C. f Town Trustees Town Zoning Board approval: '��_����� 1 Town Planning Board approval: �o/ Flood Plane Elevation'M Flood Zone: Notes: I Fps � e to r l/�d�rA'L � �a���+� /E����. r / A¢ �j-0ch •r�(c �' /1 .54t_riC /��a l/s1 cs odp/�5S V. / / 0 I` '45- 2<A 4 f gqr.��((�{rSPAs�-.-�7?t.�r /'€f�l� <X ?<<5- Cy'„2- ti /Z�cR^fea.lg ��-,'✓sem -.$6d =�/,;6 �f.3� _ l84�',� f�� - /�2./. ��Qg�►FFO{,f�G G Town Hall,53095 Main Road • Fax(631)765-1823 P.O.Box 1179 ' '��O � Telephone(631)765-1802. Southold,New York 11971-0959 .( :. BUILDING DEPARTMENT TOWN OF SOUTHOLD Office of the Building Inspector May 17, 2002 Laurel Links Country Club Mr. Saland PO Box A 7amesport, NY 11942 Dear Mr. Saland, Please take notice that in review of your permit application dated April 8 2001 for Accessory Maintenance Building on the property located at Main Road, Laurel, N.Y. County Tax Map Number 1000 - Section 125 Block 4 Lot 24.23 Enclosed you will find the permit application which can not be processed and written until the following is submitted: Three new sets of certified construction drawings reflecting changes in accordance with NYSBC,Town of Southold and Handicap Standards. The construction-plans must note the following: Construction Classification, Occupancy Classification, area in square foot, structural details, truss certification, height of building and specifications for Handicap Standards as required. If there are any questions you can contact us at(631) 765-1802 between the hours of 8:00 Ca.m. and 4:00 p.m. Resp tfully yours, 'B Se n Building Inspector III CC:file 02/12/2002 12:20 6317270144 YOUNG VOUNG PAGE 02 f COUNTY OfSUFF011 ROBM?.T T.GAFMEY SUFFOLK COUNTY EXECUME DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY.M.D..WH OFFICE of WASTEWATER MANAGEMENT CO)IMGSSIONER a (631)852-2100 PER1IT Health Services Reference# C110 -00- 0011, Project Name La-r< , L43 QP Co. ,r3-e, The attached plan, when duly 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 system 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 ED Ref.No, C 1,,D-coo --i _Project Name LQ.,-if-0 X, cic W Ct•�%. 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 furtherinformation concerning this,refer to lastructionsFor Obtaining FinalRealthDepartment Approval Of Constructed Projects For Other Than Single Family Residences(ForinWWM-19). [] Excavation Inspection by the Office of Wastewater Management pnor to installation of any leaching ools to determine acceepptability of soils. (Call 852-2097 to schedule an inspection and confirm by calling 852-2100 prior to 9:30am, the morning of the inspection.) 9Satisfactory inspection by Office of Wastewater Management of the sewage disposal system (Call 852-2.097 to schedule an inspection.) J�Q� I Satisfactory inspection of the water supply system by: EL 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-n02:for inspection.) El Sewage treatment planttorage tanks ❑ other: j �B Application for a Food Permit to the Food Control Unit (Call 852-2067 for instructions.) — �+ Four(4) prints of an As-Built plan R "Tap letter"from water district— Certification from the licensed sewage disposal system installer ❑' "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 Alarm Installation (form W WM-075 MD) — S,,Pm' • ► 1°' = •^ Design Professionals Certification of Constructed Works(form WWM-073,enclosed)for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as pats of the sewage disposal system) � ❑ Sewage pump station/valve chamber 13-Sub-surface sewage disposal system ❑ Sewage treatment plant Nater supply system. ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ISA � o t-kCA4.-:,As Jnr- z, ,1 X( sA-rk;4LV Vs ,VWM-016 (Rev. 4/03/01) Page 2 of 2 NNINBOAEMBk S�1FF0( i K� BENNET'P ORLOWSICI JR Town Ha11, 53095 State Route 25 t• ��� r Chairmany _ Ply P.O. Box 1179 O Southold, New York 11971.-069 WILLIAM J. CREMERS KENNETH L EDwARDS ti Z Fax (631) 765-313a 1. Telephone (631) 765-1833 GEORGE RITCHIE LATHAM, JR. O RICHARD CAGGIANO a� PLANNING BOARD OFFICE V TOWN OF SOUTHOLD September 19, 2000 Charles Cuddy, Esq. P.O. Box 1547 Riverhead,NY 11901 RE: Proposed Site Plan fo aur el Links;Ltc.- SCTM# 1000-125-3 13 SCTM# 1000-125-4 SCTM# 1000-1261 Dear Mr. Cuddy: 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 Ill fI I ', Laurel Links—9/19/00—Page 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(Appl.No. 4624, December 10, 1998)for a golf coarse, 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: 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. i, B. There shall be no construction or work vehicles allowed to use the proposed emergency access. I 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 '4 in the County Clerk's Office. F. Curb cut approval from the New York State Department of Transportation must be submitted. I ' J Laurel Links—9/19/00—Paee 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. i • 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 shallbe installed. Please feel free to contact this office if you have any questions regarding the above. Sincerely, m �2�vytz�C%P-l�L c�lZ, Bennett Orlowski, Jr. Chairman cc: Building Department it - ' , A ��glSF�O(�C JOSHUA Y. HORTON ° JAMES A. RICHTER, R.A. SUPERVISOR co ENGINEER TOWN HALL - 53095 MAN ROAD I TOWN OF SOUTHOLD,NEW YORK 11971 Fax (516) 765-1366 �� � TeL(516)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD April 10, 2002 Bennett Orlowski, Jr. Chairman - Planning Board Town Hall, 53095 Main Road 4 Southold, New York 11971 Re: Laurel links Subdivision S.C.T.M. #: 1000-125-04-21 1000-125-04-24.1 1000-126-07-01 Dear Mr. Orlowski: The RCA blend base course for the above referenced project has been completed with the exception of the main entrance area adjacent to Route 25. The RCA material used for this project was extremely dirty and potentially contaminated with hazardous waste product. For this reason, the contractor was required to provide laboratory tests that would verify the presence of Volatile Organics or Heavy Metals. This test has been performed and submitted by Universal Testing Laboratory. The reportfrom Universal Testing,dated 4/5/02, indicates that the chemical analysis of the RCA materials that were sampled and tested are within acceptable levels. A copy of this report has been enclosed for your reference. At this time, all of the utilities are in place and the placement,grading and compaction of the RCA base in the roadway and behind the curbing along the shoulder of the road is considered satisfactory. This road has been approved for Asphalt Pavement. The current condition of the road system meets the minimum access requirements for emergency equipment. The road also meets access requirements for building construction and the Building Department has been notified. If you have any questions concerning this report, please contact my office. Sic ely, James A. Ri to , R.A. cc: Peer Harris (Superintendent of Hig ys) ichael Verity (Principal Building Inspector) o�os �n JOSHUA Y. HORTON _ �, JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL.- 53095 MAIN ROAD y. .� TOWN OF SOUTHOLD,NEW YORK 11971 Pax. (5T6).-765-1366 A � �` Tel.(516) 765-1560 OFFICE OF THE ENGINEER TOWN OFSOUTHOLD April 10, 2002 l Bennett Orlowski, Jr. I Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Laurel links Subdivision j S.C.T.M. #: 1000-125-04-21 1000-125-04-24.1 1000-126-07-01 Dear Mr. Orlowski: The RCA blend base course for the above referenced project has been completed with the exception of the main entrance area adjacent to Route 25. The RCA material used for this project was extremely dirty and potentially contaminated with hazardous waste product. For this reason,the contractor was required to provide laboratory tests that would verify the presence of Volatile Organics or Heavy Metals. This test has been,performed and submitted by Universal Testing Laboratory. The report from Universal Testing,dated 4/5/02, indicates that the chemical analysis of the RCA materials that were sampled and tested are within acceptable levels. A copy of this report has been enclosed for your reference. At this time, all of the utilities are in place and the placement,grading and compaction of the RCA base in the roadway and behind the curbing along the shoulder of the road is considered satisfactory. This road has been approved for Asphalt Pavement. The current condition of the road system meets the minimum access requirements for emergency equipment. The road also meets access requirements for building construction and the Building Department has been notified. If you have any questions concerning this report, please contact my office. Sic ely, 1 James A. Ri to , R.A. cc: Pe r Harris (Superintendent of Hig ys) ichael Verity (Principal Building Inspector) 'I L� 765-1802 BUILDING DEPT. INSPECTION [ r/] FOUNDATION IST [ ] ROUGH PLBG. [y ] FOUNDATION 2ND [ ] INSULATION ] FRAMING [ _] FINAL ] FIREPLACE & CHIMNEY REMARKS: i IIIA DATE INSPECTOR °I M-1802 ILDING DEPT. SPECT# N [ '] OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING FINAL [ ] FIREPLACES CHIMNEY RE KS: DATE INSPECTOR II } III I ' I ' �f F M-1802 BUILDING DEPT. ( INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATION [ ] FRAMING [ ] FINAL I [ ] FIREPLACES CHIMNEY 12 REMARKS: I, II' DATE per- INSPECTOR 'ii r j M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATIO . AST [ ] ROUGH PLBG. [ ] FO ATION.2ND I ] INSULATION [ FRAMING [ ] FINAL I ] FIREPLACE A CHIMNEY 1 O REMARKS: I II li DATE INSPECTOR I L� p M-1802 BUILDING DEPT. IN PECTION j FOUNDATION IST [ ] ROUGH PLBG. [ XFUNDATION 2ND [ j INSULATION [ (. FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY I REMARKS: I� i DATE 3 INSPECTOR i i w.m 1 7651802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO G. ] FOUNDATION 2ND [ N.ULATION [ ] FRAMING [ ] FINAL [ ] FIRE AC $ CHIM EY REMARK ` li DATE � INSPECT , IIS i 765-1802 BUILDING DEPT. INSPECTION [ I FOUNDATION IST [ DOUGH PLBG. i a { ] F NDATION 2ND [ ] INSULATION [ FRAMING. [ ) FINAL [ l FIREPLACE S CHIMNEY REMARKS: 4171 DATE 3 INSPECTOR v 765-1802 BUILDING DEPT. NSPECTIIO ] FOUNDATION IST [ ROUGH PLBG. ] FOUNDATION 2ND [ J INSULATION ] FRAMING [ ° ] FINAL FIREPLACE A CHIMNEY REMARKS: II DATE 46 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 13T [ ] DOUGH PLBG. [ ] FOUNDATION 2ND [ ] 11TION } FRAMING [ FINAL [ ] FIREPLAPP S CHIMNEY 07ARKS: 42 DATE ( 03 INSPECTOR i 1D 1N4wllON 12EP03a, DATE COAA411M1.'S » - e tt j FOUNDATION(1ST) (�'>-.ZZ- e_C W. regi-r� t } FOUND 4TIOIN(2ND} r �y Q ROUGH FRAMING& @ C r H PLT��ING ,. 1 1 rr'SULATTON PER N.Y ZV tn� y STATE ENERGY CODE I i BIN hI, - i i I ADDITIONAL COMMENTS loll 0 �( 6 w m -e. G o a z � t . t ro H I TCI N OF'S i) $03 D DUILDINGPERNIIT APPLICATIQN CHECKLIST BInLDING DEPAR, AWNT Do you hang or need the follotvin before applying? TOWN,11AL Board ofF ealth 80VT41,OLD,NY 11971 3 sets of Building Plans , TEE,• 765480 �& ��� � Survey PERMIT NO. Check Septic Form r---- r N.Y.S:D.E.C. Trustees Examined—dy 20 0 ' l''� i t' Contact: � 1 7� Approved 'D6 ,20 a2. � i i t1 9 ;}:i Mail to: Disapproved a/cSLUG.PEPT. .m C.. Or = UTHC D Phone: D +t 7' Building in. pector to Z t S Ar APPLICATION FOR BUILDINGPERMIT T :: cL "OLD �. Date l 206 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 u applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspoctors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder l ( Gu l) e y� Name of owner of premises L C C C (as on the tax roll or latest deed) If apprc t is co orati ignature f duly authorized officer (Name d title of corporate officer/) U ' 1 / - Builders License No. e, Plumbers License No. (y d//9 �— Electricians License No. � C Other Trade's License No. 1. Locat gn Qf land on which proposed worlywill be don Cif House Number -Street Hamlet ? County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises arid,intende use and occupancy of rop ,; risti cli n: a. Existing use dfid occupancy M Q 1 6 t�Y) a �j b. Intended use and occup7��'rPI ci cQ 3. Nature of work (check which applicable): New Building ,y� Addition. Alteration Repair Removal Demolition Other Work (Description) 4, Estimated Cost �� Q®� Fee (to be paid on filing this application) 1 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, �` sC 7. Dimensions of existing structures,if any: Front Rear Depth V Height Number of Stories Dimensions of same structure with alterations or additions; Front Rear Depth Height Number rr-fof Stories S. Dimensions of entire new o ct on: Front �� ® Rear /0 FJ Depth Height o°� � r [I Number of Stories k9. Size of lot: Front Rear Depth 10. Date of Purchase/4^ A661 Name of Former Owner 6 U-4K 11. Zone or use district in which premises are situated 71 12. Does proposed construction violate any zoning law, ordinance or regulation: X110 d 13. Will lot be re-graded /1-00 Will excess fill be removed from premises: YES O 14. Names of Owner of premises C LIC-G Address 500 X19 SM 9X ,Phone No. -?A - yp90 Name of Architect /�tIK) °1l i'tl nnftS Address /4X 6,�Y d Y, tt-lom Phone No d'a l -A&-0 Name of Contractor MAd),V j2Prr11ES Address MY70z4004YPi— Phone No. X9-1035 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. i 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK) SS: 1 OUNTY OF67 s ' /47�7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above � named, S)He is the (✓c.,L © f3 (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 erformed in the manner set forth in the application filed therewith. worn to before me this la ri` dayof___ { Notary Public ignature of Applicant JANETV.=wAkT NOTARY PUBLIC,State or New tori �\ No.52-46653485 \ inSsitotkCwrtty ' `� Rfrit 33;20'pa- _ 3V19J2062 11:33 6318217287 JEFF BUTLER PE PAGE 02 z' X31- Z1 Jeffrey T. Butler, P E.. 631-621-7287' f , a7 ; kj d JUN ! 9 2Ui2 LJ' MID fl--p To: Bful10 From: Jeff Fax 765-9502 Page= 1 Phone: 7655-1802 Dates June 19,2002 not Laurel Links Maintenance Sam -CMGs Laurel Links Urgent 13 For Review ❑PI**se Comment ❑PI*e"AsPhr ❑Pleas*Reoyssls 6 Comments: Dear Bruno: Pursuant to our conversation today, please note the following concerning the MaintenanceBarrs at Laurel Links Country Club. 1. Please note on the ADA fixture details the bottom of the mirror cannot be more than 38"off the floor. 2. Attached please find a Mezzap,ine layout and cross section showing a minimum height of 7'6"and an area of 720 sq.ft. Thanks, k! Jeffrey T. Butler E it i � 1, m LLI CL t NEW t � i j 1 Q I w a J - MI7Z. h i t stm 5W WALL 790' aD I� Z") N { 3 I 6 � E 04 CD Lo E MAINTENANCE E'.ARN tv: METZ. PLAN t AREA . TZ $Q. FT. CL cul ry 5 3 = 6,m ano ul UWTH 6/a'Gus,RP. a IV 0' ------------ - ;.LL ---------- .. 1 1 1 1 - 1 1 1 1 L-----------1 1 L---.--------1 . 1 -------1 _ '++ 1rr r. .- 1.0 pr ` u r.r m _ 1D NEW . '� MAINTENANCE (5ARN 1P GROSS SECTION r T � Z cn m 1 _ Young & Young, Land Surveyors \ 400 Ostrander Avenue, Riverhead, New York 11901WEH ass 631-727-2303 $ ' Alden W. Young, P.E. & L.S. (1908-1994) Howard W. Young, Land Surveyor ��" Thomas C. Wolpert, Professional Engineer } Sub diNsion- 'Section One of Property of George I.Tutnill h others _ Ix-x-x- _ Y Na 861 I y SubOrvfalon Y oD n51 ,l; others' I i Suffdk Count I •S<etWn OYt Dunt M Na.867 0000rlo orx- ________ a I a Vqq • : - I fi R R ' __-_---_ ' Iloeri InG 1 38 T �t-.' 3 r a e _S..1$•42�40 E 'e o or -.. .. ------- _ _ a rwmst -------- -------- y ty or me.Q romans 'I a mo.ar ran r y s r -x1 c."p.tt Kane �..- _ y 3 y --- ;i 3--- 245.02' --- - ------ FW NC DATIpN Q --- a P. ettert rtov a farmed ' S 18 40 00 mor a ror w R w.a?oi nerl Mtonkxs Fite r -If Y O pe t t..e lbu. 5.s� erd.va lt.a• y"t.�,+wri. 3 ; •ca.a¢,me ;I;Wtlkmm wuoa..f 13&yotm uwtde ."khn A N 7; SI'�'ea'e88888a h�V II of C.1. O 203.82; ! I =raK,m�y I 3'. e_ he covens 11MomA Fu„y w. ttner O I i S 13-45-50- E 5 15,t. obl.T yet o eu 9-18-31'50' E 660.47' !r� Ik j ttt J POND er 773.42' 'rip 2 51' e� 'n a nor a o+ n y ` ! WETLANDS O.O S 1234'00' E 'n DRAINAGE EASEMENT NO. 1 ` i',IZ c<'a 3 s = 7 d8=_1 01 nor a formerly \ F F N Kenneth Deneton k Norma Denetm i nor rr formerly i nor a R erl I �Z F_ Kathlee Rdly v I^ Lot �Q Dprdnldr Pakd +k wlmirree Perin i 10'RIGHT OF WAY To � N IZ I N I AS DNIC BAY BOULEVARD W I S 18'25'10" E 935.78' L11818�En n( DEED INSET a8� o <� I I o R=25.00' R=25.00' L=39.31' L=24.56' \ � e SCALE: 1"=40' / o Z i M N 16'53'40" W �,i21 9.56,, I^ 237.62' R=25.00' p I Z N t`0 ,�" i�et Q L__ L=25.06' Ra`"��e'��/- ��� � w 228.12 Z o• S 1633'40' E ( g• s�a`t' �' R N R=25.00' raj 'P��A Al 0 . r L=39.23' X4.06 3¢ F R=25.00' 1QeQ OsO. 3 1�1..`lrl p4�+F 1.4 Z L=28.94' R=25.00' o�iS Z L=31.61' o. «� o -/Ci to . 00 N ` �4 in peq 83" tr � / Vol Z / 9 = Y. N __ /{3 1B• mor a°l;�,y,�P��v.Rulyo0!0 (a lri 11 , t�3s ;'. M 3 13 14 - e �;�� / IZ NOTE. t to 0,y G. i2 1 3 ut e 182, �� a 001 AREA = 154.6442 ACRES rts aCh P ` �� --- s��`d`t�a�`°0°� 's �i,� CP_ • SUBDIVISION MAP 'LAUREL LINKS" FILED IN THE OFFICE OF r .Os N 18'42'00" W r t0 CONC. i � $189= ��'Ro-, v. j �. nI aa'- THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS 9.23' to FILE NO. 10712. 23 Ili �� 6 16 t t z r y ♦t� ` 1 ao to 1 '�+a�!1012' 148.79' to :t t T -•-------------- iMND N 17'35'40' W / as ¢oo. �' I _ _ N ro W � ,► / .3g 16 Open Space Parcel A 17 SEE to • �� � - / � < m� INSET B o a �g�o 1/G 07' p1 ' �� Subdivision - 1 - _ / a' ,O oyA z-s U1ILITY EASEMENT N0. 1 , , • a o:j< i 7624Y �� .15 S 18'13'10' E � � "Laurel Links' / � / h :`� � e ti �-SEE INSET c 1 / o� INSET Ai a1 _�- 4 SCALE: 1"=40' wok N / CONC. 1'•O 1 �j o W 351/ 'W / 1 FOUNDATION �9.7� / \ Z 1 \ • `N �~ 2 - --r o �\ g9_LHOUSEr/ P9 ac 1 �J/ �iy` 5 - _- �'' SURVEYOR'S CERTIFICATION ��- o ' �. R=4o2.ae' O rn � L=2500 + t3 -- o �z .� s 22 -yb " W yti ��ryry %% - • WE HEREBY CERTIFY TO LAUREL LINKS THAT THIS w Z 2 NQ�jl �'$�' / 5�N� N 32 33 72 N 20'20'23" W 391.44' ^tA i-' � -�_---r`�- - ` SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 28 3r '�$. `� � W �' ;y �`- �� PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 2t3 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. o y 1 2t5 r 24 12�''g0 'tti� N 45 i •- - - -~ter_- ' P i'� c'" R=c362.50=L 6A��. / os / '� acAoie°tt\. a NL•Y L.232 O tP 27 -_ Rem y-R=a337.5oT ��ea i _ - ' <v ¢\, 4a 53,E S 06'11'40' E �� W i r ta, 28 - Lam. \ ------- ' ~-~ - Open Space Parcel 8 �3�\ y °` 62.70' Subdivision - "Laurel Links" •"� 35.27 ? 's9. �.._,. ./�- � _18'04 40" E\' �C 'L if L` '+ lb `V a'{ CA 63. � 20 '20 E 2 - L 'I' \ 1r- ai N' 100.6 ' S R--152.53' ry y - ---- -- J '*� L=94.49' a 41.10` S i 265.74 s.v� A'o, 45893 230'00' E R=637.50• oe s N 19'44'20" �Y� � i dOpA �/A�� � � O-8• HOWARD W. YOUNG, N.Y.S. L.S. No. 45893 1f W __535.65 R�92.50; - L-335.54' `_-' ;,� �O p �j, .OAp W J u 2.30.00"__ L=295.56 k• / 4- IN tt` - - �j� R.917.50' L=303.84r R.512.5-0'L 22:3g� _ /e •3�j F2 STORY RAME HOUSE � i Os c°to,I/ •s1 L"tld �"E1IERGQI RA �ryry SERE R GARAGE 'F c�66 F'/�i "((119Ing GOLF COURSE & RELATED IMPROVEMENTS A EAS'Try SEE �_ o ARE NOT SHOWN HEREON r !"sg.t / p `b INSET 'a' i�,.sa ` SURVEY FOR d aQ�lLdt•fa :/�itY LAUREL L INKS W 34.1 w Lot 30 % ! a; s.o & , LOT 30 "LAUREL LINKS" Ce -:i a � /� a o' R=50.00' At Mattituck, Town of Southold i L=124.70' � •;+d ��� • 3g575 W i I '° N 16'2010" w 265.37• °� Suffolk County, New York 2 7•�o' t a w Lol 7t ta1 32 to 77 I I j299.44' CONC. M tit N l.a:0 tax t 0 I N 19'44 w -- -__ -- _-----_------- �� ' I I I ' N to 7T I to 7a l FOUNDATION t� I I grf to 7. t't'° tot 4T 81 N ------- --------�� �.S County' r �.: ! I• 12 3 61 19'44'20' W ��� �� • �4 ,Sutldlxiakn 1a�M Country:Eetates• Z I � I Wt 40 E ,�„ t t�Q I L t.7 I lmµ I La 45 �" I I �'" � '�'° ; na so � t"l s, � ta1 52 � tau I ! I -- ---- ---- �9 Tax MOP District 1000 Section 125 Bock 04 Lot 24.23 i ; 1 I Suffdkl County Yap No. I ' ' r ' t ' O 1 DEL ���p �p�l� f Ue I I IL I I Subdl= Yourd �A Estates' I I i k/GL.NIfV� t./f[I-G I i 1V11J . Soft 'count ew s I ul a W 7 I O ` �" U \/ E Y ' � j i i DELMAR DRIVE L8O0 �V - i I i ` PUMP \\\ HOUSE FOUNDATION LOCATION OF MAINTENANCE BUILDING SEPT. 9, 2002 �" S GENERAL AMENDMENTS AUG. 19, 2002 I Pg Pg I MAP PREPARED JUNE 6, 2002 SCALE 1" = 200' �� INSET C JOB No. 97-717 <gF i SCALE: 1"=40' DWG. 977017-030-2002-0436-survey 1 NRS \ Young & Young, Land Surveyors £€_ja 14/ 400 Ostrander Avenue, Riverhead, New York 11901 �y9� 631-727-2303 a ag €.5. Alden W. Young, P.E. & L.S. (1908-1994)gowar ds / d W. Young, Land Sumeyor cONC APRON / \ Thames C.mWolpert Professional Engineer k e 556 7' \ // I STORAGE oSHED y�I/1 wemdam°- 'se°um a.°r pry°cnY°r rnwon nuum t onrzn' su°ewd°" -'sece", o^c°rl °.p° a° •iiu I \ l5\ • .—. .� surrdx C°unly u�,N° esi swrdx minty Mw P. �r 9 'I " GOLF CART STORAGE SUILBING ELECTRIC 3, •^ TRANSFORMER O IF I —. . � __ F Y . � ; . _ 11 HDGSE CP r e 8'421A0 � � y,CP j5 I -� CONC SIDEWALH 1\bll �' - �r^ R" mI I ❑ _ _ ___ _5n°.. a,vniC u _ —.�v- i.Y�-nn--w Imml€_.mlo�'S1 '_� v,°a`W�id"n� pS 1B'40'OO • •n' 55I.-u`".vx"" �wri151 — .m.u.x, x5''Sw n.'Se.r°r c TS ii„°'��a�1 �V24502' I ELECTRIC GT•i l "1=” °. xrmn„r 1•um•APP", �J I i METER 203 82 13'4 3 s n:.::d „, m ' S 18'31' ' /,�\5 50" E w 50 E 660 ;./o n k` `3/CP IF a G' o N I 773 42' '�` 2 3.51' °m, m a` RPC i �.` m O 5 12'34' ------------ p. 39 7, -- e O' \ • J j vi GOLF CART ' I^ \ J`"ip n CONC APRON n STORAGE BUILDING SEE o h \ / Halfway House t�F ^ INSET •o' \ Golf Cart Storage Building \ / / CLUBHOUSE 'vv° "5� oto c _�l: /L� 5fi90_ _ non°r mrmulY g / [ / Cr nw°r r°„nM 1 E_ I��.( l 1 1 f tg6 -I DRAINAGE EASEMENT NO I / \ SEE p _ _ 653.9 __ y___ I O ypf3 - ' \ / Nenn°ip omalm k Nmm°omat•n �Yyr '^ POOL MOUSE/� I / f 5 18'25'10" E nm""iu ee1"� 10 RNO eOF BOULE r / 3'6 \ e"a w --- --- 3162---1-'---- ' s.S ! PECONIH TGF WAY . \ INSET 'B' 396• a INSET r UNDER i Lot ,46 N Zr I CONSIRGLPGW T`���� RG INSET Dr As GescRlBSG IN GEED / / ry \ $ "s 5.78' Lne1a cP.3n----�- SCALE 1"=40• SCALE. 1"=40' -R=zS.00' \\ R=2s.Go' ,ry SEE _ _ 1� m `•e L=39.31' .L=2456/MI INSET 'E' 'J' Aed a�3 > T f- °"a lmrva o z7]' 934 b N 16's3'ao" w s o 23]62' R=2500' ^ = 1 L=25 06 d , •,+ \ NOTE __ a^`,m h 2, AW Of w zz91z ^°« o 14' ry137' AREA = 154.6442 ACRES az O _ ` 5 16'53'40^ E____ 4 f��pia o JbGR !N R=25.00' 4O7>4.0 Ards y9 31 N 03-40'4>" a+ sD' x51'60' 2Nv n6;c L=39,23' s ,p `L la^d;°° ^ • SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF Em h R=2500' q o.P. 3 �9 •'L __ E I` L=2894' °.>'�sS o' �A6 ,� 4µ•`"n•„a 15" u s1 - THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS s'r 9 � _ CONsmuc I 10.0' , CONc. FILE NO 10712. R=25.00' O a` M o a\/ T, i ➢ON a 'ONDA L=}1.61' o. a w 10 / S 5G' 6O' b RaN 1 n 5 I mN 1 NN / 1t PR Opens. >6B3' n y�vi 90 151' BO' / 100' 'b N 1\ 8 SNb'F e ' Orp Cu ad`,e�i m N `o a /e4rel sroN '014 d'.4+�, a• �A \ / \ 25 / o mw >. .u1pi e _ _ \I iznl<y.. N76. ° ° x°:F°e°~ , 19 / T ' 4 ° d" Pool House O `a: ^ N 1 12 1 3SA, µ ry f2 n �- N e '` rn ' \ I �/ / 1 14 //�\ NNnam i� `y Yjp \ \ 1J' ,n 636' 18 1 _ cra O a � cM,x g / m."�4`ac 'Y'�•� '°' / \ Clubhouse ^�•'-, \ m, 9m 1 \ O ?7r HALFWAY HOUSE n 4"n Fli�,•w-oe°' P " \ a . a INSET •F' N 18'42'00" W / / \ 9.23' w / ' p N ; ° . 11 — — INSET 'E' SCALE 1"=an' 6 16 ' i e4 .,°rrGd 148 ]9' 4''' SCALE1"=40' s N 1]')5'40" W \ sb o $ SEE NDN 35ZNN S i / m°j .3 Vk INSET 'C' o' 3916. w open SPace Parcel A I I / 17 - -- _ SEE) o o ^"`.4 \ 4a� / SURVEYOR'S CERTIFICATION A, 9 oT N 3g Subdivision - ` / INSET 'B• o e` / Gj UTU1V EASEMENT NO 1 ;7 f2MW "Laurel Links" _ ,SOB 'rte% ' 1 / ` / 9 9g1A _ • WE HEREBY CERTIFY TO LAUREL LINKS THAT THIS � ge T / dd ,.,/ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF ��� MAINTENANCE n9A.^Os �' 7�' \ 21 \ 3E^ w _ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE UPI aN. 1 10 I BUILDING y90" I , 1 20 1 t9 \ v g6gh - j I ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. N a. 3 29 tis 99 a t a ��g9YLMP e(. <J C',1•h / Of NF p HOUSE h ` P L=25 UD' 8, 6" ,L9 p. ^ K on / tin63 N 32'48 33 T2' °6 N 20'20'23" W 391.44' W 00 m I 28 12 z � p' J'4r ,28 z., � '153 / _ �• 'C o 0 1 2H 24 vI s s 0690 Subdivision - 'Laurel Links^ flaszsG' 1O A 7 "^,A :p*°, % / 1.1 ' Ls3zss L�>c\6s "p5 4' 'i z3' 'P 62.7o06'1t 4o E A 6 / N�Y.t. 'LS NO:•�A5B93 •` <.� - -i-R�n.sGT _ ' - s W HOWARD W. YOUNG, �,5, 45693 -� Az1368 <ys i _ Open Space Parcel 8 n S'o.Py 27 r 26 zzso; °> ^9 V �r..s / • E �z. - ^'� 16'oa ao^ E\'• "y ' v.'1' y - ------------------- 100 res. g•2�16 l\ d0 ss. mMry 96 _ za•o 'z0 E __ H\ S\ J9 ^, Hq J J G /u� 5Q.'y "yl„ 100 6 S P n` / �tl —_, < Ajs:3\ l4 \R=15253' •• 5 S s r csc L=9449' �H � Allo 2 0 8. L.T �I32 Ewe4 i1.'•f\, hR 265]4 \y 4 >6�9. >O, \ 5 IB �O A y 4 / SLRa y S 1 R-63] 50' 5r °. T S N 19'44'20' .i f zi s�40 o o °, ; z3a'oo 3 Y FOR C a - ^ E R=89250' S v''9. F°+•, A Pr L335.54 R=149 O6 \5 � 4 .d P C � .m 3s N tz3a'Go- w- -- - — _ Y' PCT `^ L=295.56' - y L A K S \ P312.50'La�z23e^ 3 z sroRr 'e.�, o, e a% ar`' '✓i - ' ge SU �sms €web 53565' �� —30A —�544 "T FflAME HGUSEr• •d C P U R E L LIN Ry11,5G LdG L:9C h� ^ 4' IF ARG vvf �/ «dy,�/ � 1 } 2 35 EMERGENCY RG ha/ry r° P / dfd'v 9/. S. 10 AGSi ACCESS EAS[MENT '�N SEE +° d / A \ °moo a LOT 30 "LAUREL LINKS' S �ND PAD \ z GOLF COURSE & RELATED IMPROVEMENTS �� INSET 'A' /yAw`d%• sFl °" ��i. ofo �o / w/cuee ob ARE NOT SHOWN HEREON 2 — Agra M L4p� At Mattituck, Town of Southold ^ Lot so /< ry -!,'� \ Suffolk County, New York uONC. ' / yT ID O' 34.1 I \ sp0 N` f/� A• ,;� INSET 'A• County Tax Map D,st,l<t 1000 se<Bo" 125 em<k 04 Lm 243 eO o. o.fi.D' "o. " d '` !� ° SCALE: 1"=40' 28.5784" W 1 m,,. "', �� N r18'20�10" W°. � � e,m � x„o° � � I � I � � P I 2813 81' N 19�44�20�OW N 1944320 W "DELMAR�DRIVE � -- --- - - --5.��_-_ �AY 5 m, �� MAINTENANCE I s, nlvu I'Y�`e"r < 2 ° BUILDING I II I ��ra�xic x° I W z :'�"'i' em„i;`�Moe N° JAN:'7, > 'ST' 4p DELMAR DRIVE arvupELMAR DRIVE REVISED GOLF CART�STORAGEC BUILDING SYSTEM o� �— SEPT 4, 03 REVISED MAINTENANCE BUILDING AU416•-2D03 FOUNDATION LOCATION OF CLUBHOUSE JULY 14, 2003 CONN PAD/ FINAL SURVEY CART & MAINTENANCE BUILDING) JUNE 2, 2003 \ W/iRANSFGRMER loo 1 e.G' o }4t, Weo' ❑ / FFOUNDATION LOCATION OF OUNDATION LOCATION OF GOOF CART BUILDING MAY 5. 2003 FINAL SURVEY HALFWAY HOUSE) JAN. 7, 2003 \ L HOUSE ONC r RAMP OCT. 1, 2002 FOUNDATION LOCATION OF MAINTENANCE BUILDING SEPT. 9, 2002 S e• PUMP CONC BLOCK GENERAL AMENDMENTS AUG 19, 2002 Pili` HousE WALL JUNE 6. 2002 MAP PREPARED rO�' [R9w, ELECTRIC ['b METERS SCALE 1” = 200JOB NO. Sy�nl \ Maintenance 97-71 pWG 970977 INSET 'C' Building C ' 0 oG - 60�� SCALE 1"=40' ' Js ys Tv TR,,., 234 �u / PROJECT: LAUREL LINKS COUNTRY / 71���g, 9/�....•� �o�=� o..�� s�u,a � «.<�75�w «s ����• ��� GLUE BUILDING: MAINTENANCE B1JII_DIN3 9y Ole /.4+r q L�.Y"� �a.4o' C/r•� Z44 a� lJ� , � �trss // a�� rs, �r r �O ✓ USE: REPAIR. AND MAINTENANGE OF o a COURSE EQUIPMENT, STORACrE OF SPARE PARTS 8 ! 12 9 SIZE: MAIN FLOOR: 4204 50 FT. MEZZANINE: 23g0 50.FT. OGGUPANGY RATINS: C--4.2 APPROVED AS NOTED GONSTRUGTION GLA.SSIFICATIO�I: DATE: d6 B.P.MTTFE c 1 NOTIFY BUILDING DEPARTMENT AT i,� i/' ��\ ���\\ SII 765-1802 9 AM TO 4 PM FOR THE /'_ � \\ =�`-- ! ALL `�� R�GTURAL COMPONENTS BY I r= FOLLOWING INSPECTIONS: — � '— _-- ------ --_—_ ------ TOP OF PLAIE BULDNL MANU1-AGTURER 1. FOUNDATION - TWO REQUIRED _ -- -- --- — FOR POURED CONCRETE _ _-- — -- -------- -- --- RE-ER TO SITE PLAN BY YOUNC7 $ h/ & .OUN[7 III 2. ROUGH - FRAMING PLUMBING 1FOR BUILDINC- PLAGEI TENT FSI 4.3. INSULATION MUST : AND RELATED 51TE 11`1PRO'VE ,IENTS. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET ly THE REQUIREMENIS OF THE INY BUILDINO MANUFACTURER TO \/ERIFY STATE conlsTRucnoN F, ENCReY _ EAVE HEIGHT ALLOWS 12'0" O.H.D. CODES. NOT RESPON9IRI_H F•1R ---- - — c) (' DESIGN OR CONSTRUCIJON Lhro_1 '. ® AND MEZZANINE AS PROPOSED PED 6EDAP. BOARD AND — -- _—� -- -----J' (Y m ! OCCUPANCY OR FATTEN ROUiH 5l,I N �) o USE IS UNLAWFUL w In E! C/] w WITHOUT i � CERTIFICATE � < III, OF OCCUPANCYPIQUIND --- U DO NOT WITHEAST ELEVATION W FRAMING UNTIL S RVE SGALE I/4" = I '-O" FRAMING UNTIL SURVEY I OF FOUNDATION LOCATION N HAS BEEN APPROVED. w O 9 m X LL —RIDSE VENTILATOR WITH BIRD°GREEN X ILZI 20' LON5 WITH REMOTE OPERABLE DAMPERS (TYP I OF 2) m - - - -------- --- =---T- - - - - ----- _ 12" FL'(INE RAKE WITH RM, '���77JJ�� IS) � -- TYP LYr , - EMER:ALD GREEN METAL STANDING SEAM ROOF WITH 6" INSULATION ENGINEERnV r/ r�j ALL DOORS, HINOOH5, - ', --___—__-__-- �— TRIM TO BE IJ �-- ___r, /3 _ E:- 0/349- 17-1 HI _ - -- ---- __-- — 1 i o o y I I Ir --�� I � -� _[�� I HCl Irk- ! _ - �� �� ! ,I - ��I, . J - � (( a-=z __ � ��,=__LF- [x _---_ 711 rte_ Imo_ _ I�L��? � .._ ry Eli 17 rL=�� 1 - ��� �__�� �.�-•:� �I._��„l i� — JEEFRE'rT BUTLER, PE F- ,IIi1 RED CEDAR BOARD AND —1 t BATTEN R 2UGH SAM Com' III Uj U -- WlyLo i U q� �1 W IL U ti J p Z l I Z U Q � � <T � U LLI -A zU' Q w N - NORTH ELEVATION <t SCALE: 114” = 1 '-0" r-,-NON 1GN ROOF FOR 30 /S.I� PRE-EN61NEERED METAL_ BUILDING LOAD. DESIGN FRAME, PER "CEGO" OR APPROI/ED EGIJA�.F $ SIDE NALL5 FOR ALL ROOF PANELS SHALL BE MP.H. WIND LOAD N5ULATED. HALLS SHALL BE2r:�'--- METAL_ STUD (20 CSA..) WITH R-Ig -yIy51,LATION BI,ILDING- 5UPPLIER TO PROVIDE LEADERS AND, i I 1 12 B � v� FE111 oF � � RED CEDAR BOARD AND ❑, FEI BATTEN ROUGH 5AHN (� ~ VO O WCL LU Ul Q �- x U HEST ELEVATION W � SCALE: 1/4" = 1'-0" N Fil u J� W o ,z d 9 Lu Q XzLL SIO fwd) W o � In W �JJ ti r EMERALD GREEN METAL ENGINEER 5TANDINE, SEAM ROOF R uvuva�° JEFFREY T BUTLER, PE Q LU IE L O LU RED GEDAR BOARD AND L J Q Z Z } BATTEN ROUEN 5AAN W O O QQ n- U Np Z -- 0� a- Vz -j u Q Q ZQW J W w� Q o O O cl� J N 6 m Q O .. -,Zr J z z° SOUTH ELEVATIONQ SCALE: 1/4" = I'—O" O O Q FAC-7E : 2 O mp ------------ --------- -0" DROP TOP OF -- FOUNDATION WALL 6' TO S m ALL 0 H DOOR, AND MAN DOOR, - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- -- -- - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - f - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - F L I r I- \ F L I EP%5 Lur-� X z N: (j- G) �TYPIGAL #5 HAIRPIN BAR, 20' LONG D- 0) _j LU P1 1 P71 L__I.-J, V L---J--- z: X < X z R.G. SLAB < N36" PC, PITCH SLTO O.H. = DOOFZ5 TO PROVIDE FOR CE LU d) FOCT1146 wl #4 BAF5 POSITIVE FLOW AL A 12" o6. EACH KAY UNIFORM PlTr-H ;-4 t -j (T'rR PI r 5) I LU r------ ENGINEER -i 7547 [P74 JFFFREI T EUTLFR, PE 51 LU 0 F L A L 1-1 L - - - - - - J\7 - - - - - -- - - - - - - - - - - � - - - -- - - - - - - - - - - - - - - Q) e�' NA-L x 4b" HIGH P( < WALL ON 20"Y,12 RCF"'fy z FOOTIN6 rON5JLT SITE PLAN p606 VZ C) FOF SLAB ELEVATION z Z LU -j LL —__---------- —--—-——-—-----------------——-------- (�s LL z LLJ O FOUNDATION PLAN SCALE: 114" = 1 '--0" NOTE CONFIRM F001FIN6 NO GOORIDINATE ANCHOR FDA E ' E 5orLOCATIONS AND 51ZE: WITH T PATTERN WITH BUILDING BUILDING PLANS BY OTHERS. SUPPLIER. 3 -- ---- " - I I 0" 0" o" 2 I/2" 2 I/2" 2 I/2" — - - + - -- - - - - - - - - - T— — - - _ - - r = . v - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- — — — — — — - - - _ IN I I I I = I I = II/2" MIN. GONG. COVER OVER STEEL, ALL WALL5, FOOTINGS TYPICAL #5 HAIRPIN I TYPIGAL #5 BAR BAR, 20' LONG / CONTINUOUS, PIER TO S PIERS. / \ PIER, IMBEDDED INTO P.G. HAUNCH 4" 8" I'-O" 4" O Far PI P2 P3 x x Z N r SCALE: "= I'-O" SCALE: "= I '-O" SCALE: "= I '-O" m I--- n N W GRADE TYP 6" R.G. SLAB u u n it - -•- - u n T �i u u u T u u u u u u ii iii u u r ` 4 - tt4 BARS VERT. E I iii �u I U TYP. R.G. GRADE BEAM a li 3 - #3 HOOP5 12"xl2" �i u "SQUARE, 12O.G. TIE u u Jim —iL TO WALL 6 FT, I� " � t f' .JI IL, °JI IL,I REINFORGING CJI IL, N W NO PIER 5TL. REQUIRED ALL ANCHOR BOLTS N IMBEDDED, 18" MIN. INTO PIERS - - - - � — � a � O � TYP tt4 BARS, 8" O.G.E.W. IN PIER L 3 X TYP. P.G GRADE FOOTINGS A5 SHOWN l m NO FTG. 5TL BEAM PTC. O X Z REQUIRED m Q 2„ 4„ y R O d) 2-8" N m W S PI P2 P3 SCALE: "= 1'-O" SCALE: "= 1'-O" SCALE: .�l 1,eeR .rE<'. h c - e„ BUTLER, ELA5TITE EXPANSION C/] Q 0 JOINT 4 SEALANT AROUND Lu m ENTIRE PERIMITER. Q E LLU l — 6" R.G. SLAB w/ 6x6 - W CQ 7 µµµIII W1.4xW1.4 W.W.M. Q J m LL R-10 RIGID INSULATION, H" P.G. SLAB LL 244" HORIZONTAL R Lu > \ Q O OQ6 3 Q 6x6 WI 2xWl.2 °Z O Q Q _, — — —_ — _ —— — W.W.M. THROUOUT W #4 BARS, GONTINUOU5 AS `4 Z z J J Q 5HOWN 71 #5 TIEROD BAR U Q O O • • POURED GONGRETE LL — CONTINUOUS Z —1 Q Q GRADE BEAM W P.G. HAUNGH Q —I b- I j O FOOTINREDGGONGRETE 45° Z J O N STEP FOOTING5 AS 8„ Z Uj REQUIRED BY GRADE r ? ITS � � Q 6" 8" 6" g„ FAC-7E : Pi PI7 SCALE: "= l '-0" SCALE: "= 1'-O" PROJECT: LAUREL LINKS COUNTRY CLUB BUILDING: MAINTENANCE BUILDING I USE: REPAIR AND MAINTENANCE OF COURSE EQUIPMENT, STORAGE OF ` 12 Ii SPARE PARTS 5 � I SIZE: MAIN FLOOR: 4204 50.FT. MEZZANINE: 2340 5G.FT. g TRUCTION GLAS5IFIGATI. ® I. i I I I II I ALL II I I ,� I I II If I� I II III STRUCTURAL COMPONENTS BY AEUILDING MANUFACTURER I• Y d - TOP OF PLATE YOUNG FOR BUILDING PLACEMENT GEM ENT I AND RELATED TED SITE L I TE I MPRO I VEMENTS. II �I III i II I � I Ili I I I I' I I � III I I i I II III B UILDING MAN UF ACTURER TO V ERIFY EAVE HEIGHT ALLOWS 12i0" O.H.D. n Y � III I Ii IMI III i I� I I I I II AND MEZZANINE AS PROP O m I I P PROPOSED. a I I r I I � . II I � I If I I III I II - 'I I II li I I I r I� I - x CEDAR BOARD AND r BATTEN ROU6L15ArN � I H II � - I I I I II II' I II I I m I I � II I I it I 0 �I a. I 1 v , - o 1 I a 1 .1V i. CL 111 J i I II I I I I I � W I I I II I Il r , 'i I� u \ I�v I 4.. EAST ELEVATION SCALE: 1/4" = 1'-0" ari ID6E VEOLATOR WITH BIROSGREEN X 20' LOO WITH REMOTE OPERABLE M x CL . DAMPERS(TTP I OF 2) h+l Q O jl � I ill '� II j I I I �� I � � � I �I I I• l III � � 12 ' FLYINGIRAKE WITTI TRIM, TYP. I . I III I I I li r n L I �? II m I if I I! I I I I III EMERALD 6REE•N METAL , J A I I � 5T r1 ANDIN6 SEAM ROOF I ISI I I I I I II P i I � II I II I I li Nll1N e• NeuLAnoN I I o I I I I I II I I I III I I I I I i I I I II I I I I I I I Ili I I I III II � I (I IIi I , I I I I II I I I III i I III II II Au DOORS,w1 NDaNs ' � � � � � � � •� � TRIM I TO I I � BE WHITE I i I it I I ® =T7 I I I I;II I' I I', I I I -JEFFREY T. P E. I &/T7-ER, I �I I IIS ® I i I II I I 'I I I I I I I I I n I ' I I pQ I r. IIIII III I' ' I III�II II I Til I II �� I• I'I � �I I IiI I � I l I ��I .I iI IIliI I I II I I•I 'iIII, I I I �I �II I I III I II III II'1I l1 IIIIID IIIII .�II I IIII I II'III 1 I1 I,I I� I !i I i �I I I I III I I'�I II II II RED CEDAR AR BOARD A ro777; I I BaaRGaeH SALQ �a - Q w t � .. �mu I I I III . i I II II I II I I I I I � I II Q I I' I I I II m I ; l i �Y i II li' III I ' ! IIII it WiII 'I 1: ill J I a Z 0 I I � W u� o z p U � tY d u z J u z—W O Q Q J 6• ll QL- N J C) - NORTH ELEVATION e V! m SCALE: 1/4" = I'-O" Q V p DE51GN ROOF FOR 30#/5.F. PRE-ENGINEERED METAL BUILDING n SNOW LOAD. DESIGN FRAME, PER "GEGO" OR APPROVED EQUAL. }�A(5E : ROOF„ 4 51DE WALLS FOR ALL ROOF PANELS SHALL BE GO M.P.H. WIND LOAD INSULATED. WALLS SHALL BE 2x6 METAL STUD (20 GA) WITH R-IG INSULATION. BUILDING SUPPLIER TO PROVIDE LEADERS AND GUTTERS. t 5 I� I I I I I I I i li I I III I I I' I I II I I II I I II I ,I : I �� II I ' 1I I I 1 I it h6 :I® El RBD cmARBOARD AroEl ! III' � 3 IIII eArreN R0116H sAwN i I I c0 I I I I r ,I I I I I III � Z N I X ' .r I I III I H � - I i I I I �I IIII I I I 8m III I 'I. lz ci I III I III Ili II ISI - I F i' p W r r � I I' I I. 1 r i M1 r 1 , U WEST ELEVATION SGALE: 1/4" al r N W � � � Olz t � x ' u- I A I c N J I I , I III IIII � I I, I B'182ALD 6RffN FETAL STANDING SEAM ROOF I I I II I III I I I I I II ; I III I I I III i II I I ' II I I I I i ' II I I IIII �I I , I Ii lI I I I I I I I I I l li I I I III III I I I d I I I I .I IrI I I I I I I I I I I I I II I II v Ii II I I I i I I I II I I I III I I I I I I I I I I .EFPREY T I PE. BUTLER, li l Ii I Ili I I ' I �I I II II I Ilj I' II I II I I ;I I I 'II I III I I I I liI I I I I I I I I I Q I I I I I I I I 'II II I Ii I I I I v I I I I I I I I II I III I j I II I III I I m � A I I I IIII I I III III, II I I I I Q RFD O67AR BOARD AND v I III � I I I IIII I' I I o eArrBN RgXaFI SAID I I III I I I I I I II I Im ILL � II d �r I I II I �I ti J Z I I II I II IIS III IIII I II � _ I I I II I I II II IIII II I I III I I CG _ 11 'I I I O Ili I'I II I I U Q li I III I I � III III III' I II I II n 11 I I w I o�- N � Z Vz _i u Q Q z- J -Q J � m LL a v 5MTH ELEVATION z SGALE: 1/4" = I'—O" Q PAG-E : 2 . i r � I'-0 10" 1 " r------ -- - ----- ---- -- -- -- ------ ---- - --- -- - ---- - I ° m ° P 1 r--- I 1 1/2" MIN. GONG. COVER OVER STEEL, ALL WALL5, FOOTIN55 I I TYPICAL #5 HAIRPIN I TYPICAL #5 BAR 4 PIERS. I I I BAR, 20' LONG // \\ CONTINUOUS, ERIMBEDDED INTO 4" I'-8" 4" / 4" 2'-O" 4" \ P.G. HAUNCH ^ 4" 6 8" 1, I'-0" 4" 2 4 6 PI P2 P3 x X T SCALE: "= 1 '-O" SCALE: I "=1'-0" SCALE: I"= 1'-0" Sim ry cl) 0. ry w Q u u TYP. b' R.G. SLAB . - -"— -i �fiI c-'i—i -- T1I1 " � -- — k `-'�II1 c-J�1iiniliii'L' `iuiinmiii T- 4 4 - M4 BARS VERT. <TYP. RG. GRADE BEAM 3 - 03 HOOPS 12"xl2"7 SQUARE, 12" O.G. TIE fi I TO ALL ! FTG. REINFORCING ILalI1 ' - — NE ii Irl NO PIER STL. a N REQUIRED p ALL ANCHOR BOLT5 IMBEDDED, INTO PIERS � m TYP. «4 BARS, 5" F I W O 0 O.G.E.W. IN PIER TYP. P.G. 6RADE 1 FOOTIN65 AS SHOWN NO FTG. 5TL. �, BEAM FT6. - REQUIRED— I - - p ' Q M x ____ 0.- r 2'-4" 2'_4" 2'-b" 51 PI P2 P3 SGALE: 1"=I'-O" SCALE: I "= I'-O " SCALE: I"= I '-O" ENGINEER, P" ..EFFREY T. BUTLER, P.E. 2" 4" 2" ELA5TITE EXPAN51ON VV�� U JOINT 4 SEALANT AROUND W m - ENTIRE PERIMITER. 6" R.G. SLAB w/ bxb - WI.4xWl.4 W.W.M. R-10 RI61D INSULATION, 6" P.G. SLAB d) 24" HORIZONTAL 4 ll_ 'tLij VERTICAL Q Q S 3 a Q _ bxb WITHROI2 THR.00 �z F- W.W.M. 0UT In N N >W BARS, CONTINUOUS A5z—.1 v Q y /. . • • GRADE BEAM v - C CONTINUOUS AR V LL LL O POURED CONCRETE �' ' P.G. HAUNCH J 6 a) Q ° FPCAURED OOTIN6GONGRETE 45' Z LL 6 N STEP FOOTINGS A58" Z REQUIRED BY 6RADE {JJ Z ' � o Q u - o PAGE : PI PI 7 SGALE: I"= I'-O" SGALE: I"= I'-O" '' - I ,„