Loading...
HomeMy WebLinkAbout36466-Zr: ¢i-r. ~q~~~'~~~ r~ Town of Southold Annex t~~ a P.O. Box 1179 g 54375 Main Road ~`~ E ~y Southold, New York 11971 <..~n~ 7/3/2013 CERTIFICATE OF OCCUPANCY No: 36332 Date: 7/3/2013 THIS CERTIFIES that the building COMMERCIAL Location of Property: 825 ROUTE 25, GREENPORT N.Y. 1 ] 944, SCTM #: 473889 Sec/Block/Lot: 35.-1-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated pursuant to which Building Permit No. 36466 dated 6/9/2011 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: winery as applied for. The certificate is issued to JEMCO REALTY ASSOC., LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/14/13 C10-10-0003 3/26/13 36466 1/17/13 Be nd Plumbing Co __ - Autho ' d igna re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36466 Permission is hereby granted to: Jemco Realty Assoc LLC ____ PO BOX 67 _ _ _ _ Greenport, NY 11944 Date: 6/9/2011 To: construct a wine ry, as per Planning Board approval, as applied for At premises located at: 825 Route 25, Greenport, NY 11944 SCTM # 473889 Sec/Block/Lot # 35.-1-24 Pursuant to application dated _ 4/13/2011. and approved by the Building Inspector. To expire on 12/8/2012. Fees: CO -COMMERCIAL NEW COMMERCIAL, ALTERATION OR ADDITIONS Total: $50.00 $4,105.20 $4,155.20 __ --- _ B mg Inspect Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similaz buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations [o dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 .~ 'c -~ Date. ~~~ c: ~~ 1 \ New Construction: Old or Pre-existing Building: (check one) Location of Property: ~2S ~~w~ ~Z~ ~-~~~;Zv--~ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ~~ S Block Lot /~ Subdivision Filed Map. Lot: Permit No. ~~-`--I ~ Date of Permit. ~ ; ~~~ o (( Applicant: ~~r~c.c: 1~ ~ / ASS ~ LL-~_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: t % (check one) ~, j ~~~ ..Applicaant S~natu`re Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ,~'~OF SOUr~yy~ T • ~~0,~ ~y00UNT1 ~,,~' Telephone (63]) 765-1802 Fax (631)765-9502 roger. richert(a~town. so uthold. nv. u s BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL CoMPI InNr.F SITE LOCATION Issued To: 67 Steps Winery Address: 825 RT25 City: Greenpart St: NY Zip: 11944 Building Permit #: 36466 Section: 35 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: oaA: Celi Electrical Lighting Inc License No: 1022-e JI 1 t Ut I AILJ Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph Heat gas Duplec Recpt 52 Ceiling Fixtures 41 HID Fixtures Service 3 ph 800a Hot Water elec GFCI Recpt 15 Wall Fixtures 42 Smoke Detectors Main Panel A/C Condenser 5 Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 5 Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture 1 Time Clacks Disconnect Switches 19 Twist Lock Exit Fixtures 4 TVSS Other Equipment: $OOa Under round service parkin lot lights-9 ballard-4-post 8-special 50a recpti 4-exhaust fans, 60ft lighting track, 30a elevator circuit, 3-combination exiVemergency fixtures Notes: Inspector Signature: `-~) ~ '"- ,L2 ~{~a~~--~ ~ Date: Jan 17 2013 81-Cert Electrical Compliance Form 02l12i2013 21:26 6312088411 PLUMBING PAGE 61101 Town I Inll, 53005 Mnln Hood h, O. nnx 1179 Southold, Now Yoik 1197f b rn !.~ , ~~q IS. ~ 1,6I) FEB 2 2 ~0 nx~i TelophtinA BI DG DEPT TO'A~ ~~ O~ S Ol'~l i l0, D B02 OrFIGE OF l'hl~ BUILDING INSnRCTOR -rowN or- svv-rNaLa cwrtta'ir•'xcn'rlvN UAiYE:~ah+-iiai-y 14 2~J.3 L1uf.J.d.tng pe.rmil• No. ~~y66 Owner: ~~.~u ~r; yas$pc,i~~ (~L (please pi: ,I.nL) plumber: .B.exisand.Plumb.~n,g_Cozp• (plerase prllit) 1 certify that the solder used In the waL-er supply system contains less than ~/_0 of lR lead. oh~n NI. N~oxhe IMolary Pu61ix:, Rtate d Nlaw Xaxlc Mm. 49?.8942 QuaiNFiec7 in. VSulPOik Co4aty Camimiggipn Gnpir~s ,Aznrtauary 31, 20~ Sworn l.o before me laUe 14th day of February 2013 __7~ ~~ (plumbers Signature) Notary public, 57~{fnik _ COUnty PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR ,yy~'~OF SOpl~o~ T ~~ • ~O OI~CDU~ ~~~ MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 2, 2013 Mr. Constantine Kontokosta P.O. Box 67 Greenport, NY 11944 ~,, ~~ f L~ JUi L ~ 2013 en;c r.E~i_ Re: Approved Site Plan for JEMCO Winery Located at 825 NYS Rt. 25, +/-200' e/o Bailey Avenue, Greenport SCTM#1000-35-1-24 Zoning District: R-80 Dear Mr. Kontokosta: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made June 26, 2013, the submitted affidavit by John D. Hocker, PE, dated December 16, 2012, and the submitted letter from Constantine Kontokosta, PhD, PE, dated June 12, 2013. The site is now in conformance with the approved site plan entitled "JEMCO Winery", prepared by Nancy L. Steelman, R.A., dated April 14, 2010, last revised January 19, 2011. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, ~~~ Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer ~... ~ = n ~,_~ ~_~„_-~, 3 ~~ ~~~'OWN OF SOUTHOLD BUILDING D PT. ~~ ~~// 765.1802 INSPECTION [ ]FOUNDATION 1ST [ OUGN PLBG. a~-(~ [ ] F DAT [ ]INSULATION [ FRAMI STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTIO [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ( ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: S ~~ DATE ~ '~ "~ / INSPECTO ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUC110N [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (RO GH) [ ]ELECTRICAL (FINAL) REMARKS: 'a'Q`'~'' ~~~. DATE ~~ ~ ~ ~Z INSPECTOR -'~`~ _. 3 ~ ~~~ ~- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) DATE REMARKS: ~1~-°-~~.~ ~~° 12 4 ~ •~j/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ /FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRNCAL (FINAL) REMARKS: ~'~ - ©'~ ~~ DATE del ~~' ~~ INSPECTOR ~~""~ 3~y~~ TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPE [ ] FO DATION 1ST [ ] OUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION DATE INSPECTOR [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FIN [ ]FIREPLACE & CHIMNEY [ ] ~ E SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ FlRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) n REMARKS: ~~ DATE INSPECTOR w3~S~~G ~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] RO N PLBG. [ ]FOUNDATION 2ND [ INSULATION [ ]FRAMING /STRAPPING [ ~ ] FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ~-'. n /_ REMARKS: DATE SPECTOR ~ / ~~~~ TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING /STRAPPING ] FIREPLACE 8~ CFIIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATIOI ] ELECTRICAL (FINAL) DATE INSPECTOR ~!~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE A CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATI01 [ ]ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: \ DATE ~ ~~ ~~ INSPECTOR J TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION Q [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ~~~ ~ .~P~ .r,,~, DATE ~ Z 3 INSPECTOR ~~ ~ ~ ~,I,OF SO4Ty~ +~®~ ~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUG BG. [ ]FOUNDATION 2ND [ ] I ULAT [ ]FRAMING /STRAPPING [ FIN [ ]FIREPLACE & CHIMNEY [ ]FIRE TY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~-/ ,,. !~ J~' E=~-e DATE ~ INSPECTOR r ,zwr2; ----------------- -------- IM Il®LSI �/f//II ��i• •iiEWA / INSULATION PER N.Y. STATZ ENERGY CODE ADDITIONAL • M E � �':��l� .�... •!�,[ WOMEN ' •1� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HAIL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX:,(631) 765-9502 SoutholdTown.NorthFork.net Examined 20 ~~ Approved ~ ~2p // Disappr ed a/c - Survey t/ Check/ Septic Form ,/ N.Y.S.AE.C. / Flood Permit Storm-Water Assessment Form Contact: call A4ailta: f~lrv"-"f~t~~Y' Phone:._ 7~-~e~ Expiratio , 20 Z- !/ -'c _~~ ~ (~ (2~ ~ ~ ~ ~~ Building spector 0 APO 1 1 2011 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans / Planning Board approval ~/ PERMIT NO. 3 6 ~/ (o.~ TION FOR BUILDING PERMIT I Date ~ri ~ F~ , 20 1 ~ BLDG. DEPT. INSTRUCTIONS e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work: e. No building shall be occupied ot'used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within-18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of [he 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, housi g code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signs of applicant or name, if a corporation) Mailiri a dress of applic nt) 1/935 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~~emrn ~ ~ ~ ~ /-~~ dG~a~~ (As on the tax roll If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. "7~jn Plumbers License No. Electricians License No. Other Trade's Licertse No. 1. Location of land on which House Number ~ St e will be done: latest deed) County Tax Map No. 1000 Section ~~ .Block ~^)~ Lot Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructt~on: a. Existing use and occupancy ~jrnty~y~~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building~_ Addition Alteration Repair Removal .Demolition -Other Work (Description) 4. Estimated Cost - D ~~ Fee T b d fl' th' 1 t'on) 5. If dwelling, number of dwelling units If garage, number of cars (o e pat on t mg is app tca t Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. lt~rnru 7. Dimensions of existing structures, if any: Front -Rear - Depth - Height - Number of Stories - - ,,; Dimensions of same structure with alterations or additions: Front - - - - Rear - Depth - Height - -Number of Stories - ,, 8. Dimensions of entire new construction: Front 88' Rear 8~5 ~ Depth ~ ~t~ '- /n" Height 38'- i v" Number of Stories~_ ~ - _ _: 9. Size of lot: Front ~~= Ph n Rear -Depth "` 10. Date of Purchase - Name of Former Owner _ - 11. Zone or use district in which premises are. situated /~-do 12. Does proposed construction violate any zoning law, ordinance or regulation? YES- NO_Zc 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X 14. Names of Owner Name of Archite< Name of Contractor -- J~j17 Aaaress No. ~~4 77 - oG o0 No T3/-73~-I~~S No. - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES~NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES~__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. - 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. - 18. Are there any covenants and restrictions with respect to this property? * YES NO~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ,.,, AI SS: COUNTY OF~?1d'~ ) S~jgt~ being duly sworn., deposes and says that (s)he is the applicant (Name of ividual signing contract) above named, (S)He is the 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 [he work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (~ -~.4 day of ~_ 20~„ Notary Public , ~ ~) L/ - - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL.: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.N orthFo rk.net BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. J ~v ~ ~- (~ Do you have or need [he following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Examined __ .~0 Check Septic Form N.Y.S. D. E.C. C.O. Application Flood Permit Single & Separate _ Storm-Water Assessment Form Approved Disapproved a/c 20 Expiration ?0 g-o3~3'3Z ~ ~ ~ .~, Building Inspector I ID APPLICATION FOR BUILDING PERMiT ,,`~ JUL - 2 2012 Ii Date :Z , 20 i ~ I ~ INSTRUCTIONS I elo~; s,~~t. a ~'~'~~' ~ t~ (il{rll~l~ e completely tilled in by typewriter or in ink and submitted [o the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be cmmmenced 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 buildin, shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interior, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for The construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatu~applieant or name, if a corporation) 1 ~a I s~ r~orlc a.,c ~a~raRwo~d (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder jiQ e 522 v iL ~r~ <'~=.~- ~~ ~~ti Name of owner of premises (As oh the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer a-o s ~ ~. ye w ~.~ ~ v° (Na~rne and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. ~j J 3 ~ rf'P 1. Location of land on whf}i~~ch proposed~rwork will/~be done: . A' House Number Street -~~ Hamlet Contact: Mail to: Y'4 rr-~C2 ~~~,pP tom. ~! s~Fio1K .a..,'- l/ Phone:.~~Rr''~St'nDo~~ /~ T County Tax Map No. 1000 Section_ 3 S Block o ~ Lot oZ ~ -__ Subdivision 2. State existing use and occupancy of premises and a. Existing use and occupancy >s2•.J ,9, Filed Map No. Lot use and occupancy of proposed consUVCtion: b. Intended use and occupancy Wes! Fr P ~ s~o,2~~,-~ ,P~. k 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~ © ~ Fee ~6'aS`~ (To be paid on tiling this application) If dwelling, number of dwelling units If garage, number of cars Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height -Number of Stories 8. Dimensions of entire new construction: Front -Rear Depth Height Number of Stories 9. Size of lot: Front Rear -Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. WIl11ot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address- Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? '"YES NO * IF YES, SOUTHOLD TOWN'fRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary Public, State of New York Contractor, A ant, Cor orate Officer, etc. ~~ 918U61@5950 ( g p ) Oualified in Suffdk County Commission E~ires April 14, 2d~ ~ 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 2~ day of = ~Q 20 ~~ Notary Public Z~~n~re of Applicant Jill M. Doherty, President James F. King, Vice-President _ Dave Bergen Bob Ghosio, Jr. John Bredemeyer ~~oF so~ryo~ ~~ `'~~ou~nr,~'~ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Kristy Winser, Senior Planner FROM: Jill M. Doherty, President Board of Trustees DATE: June 1, 2010 RE: JEMCO WINERY 825 MAIN RD., GREENPORT SCTM#35-1-24 Town Hall Annex 5437b Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631)765-6641 The Board of Trustees reviewed the site plan prepared bySamuefs & Steelman Architects dated April 14,.201.0 and determined the proposed construction of an 8,419 sf. building with associated parking to be out of the. Wetland jurisdiction under Chapter 275 of the Town V1/etland Code and Chapter 111 of the Town Code. Please be advised that no construction, sedimentation, or disturbance of any kind may take place seaward. of the tidal. and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without. further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. Please let us know if we can be of any further assistance.. New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY ~ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec.nv.oov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 13, 2010 Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 Re: Application #1-4738-03986/00001 Jemco Winery - 825 Rte 25, Greenport, SCTM # 1000-35-O1-24 Dear Sir/Madam: Alexander B. Grannis Commissioner Based on the information you submitted, the Department of Environmental Conservation has determined that the property located landward of the crest of the bluff, as shown on the site plan prepared by Nancy L. Steelman, R.A., Samuels & Steelman Architects dated 4/14/10, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that al] precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay This letter shall remain valid unless site conditions change. Please note [hat this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si ely, 1 Pe Admin strator cc: Samuels & Steelman, 25235 Main Road, Cutchogue, NY 11935 Bureau of Habitat-TW, NYSDEC File ~' New York State Department of Environmental Conservation Division of Water Bureau of Water Permits, 4th Floor 625 Broadway, Albany. New York 12233-3505 Phone: (518)402-8111 Fax: (518)402-9029 Website: www.dec.slate.ny.us 11/3/2010 MICIiAI_L IU)N"fOIU)S"I'A PO 13pN Ci7 (iRlil~iA'POK'f V}' 119~~1- 12c: :\CKNO\\'LF;DC!\II:N'1' of i~'O'I'ICl? of IN'I'N:N'1' for Coverage t)ndcr SPDES General Permit for Sim-m Water Discharges ('rom C'ONS'1'12UCI'ION ~\C"I'I~'1'fY General Permit No. C1'-0-10-001 Ucar~Prnspcctivc Pcrmitlcc: r 17~is is to acknovvledgc that the New York State Department of Lnvironmental Conservation (Dcparhnent) has rcccivccl a complete Nolicc of Intent (NOl) Ibr coverage antler General Permit No. GP-0-10-001 lin- the a>nsu~uction activities located aL .IE~1C0 WINERY 825 Nl'S 12"1' 25 C:RF.NaV'POR"[' NY ll944- County: SUFFOLK Pursuant to Iinvironmenlal Conservation Law (GCL) Article 1 7, '1'illcs 7 and 8; 1?CI. Article 70, discharges in accordance with GP-0-10-001 liom the above consUuclion site will be authorized $ business days from 10/ZS/2DI0 which is the date we rcccivccl your final NOL, unless notified differently by the Department. hhc permit identilicalion number for this site is: N1'R 10'1'317. tae sure to include this permit identification number on any fe~rms or correspondence you send us. When coverage under the Pcnnit is no loncer needed, you must submit a Nolicc of'Ibrmination to the t)epar(mcnl. I-his atuhorization is conditioned upon the following I .The information submiucd in the NOI received by the Department on !0125/2010 is accurate and comnlctc- 2. You have developed a Storm Water Pollution Prevention Plan (S\~/PPP) that romplies with GP-0-10- 001 which must be implemented as the (first clement of consu-uction a1 the above;-noted construction site. 3. Activities related to the above construction site comply with all other requirements ofGP-0-10-001. 4. Naymcnt o1' fhe annual b] 00 regulatory fcc, which is billed separatcl,y by the Department in the late fall. '1 he regulatory fcc covers a period of one calendar year. In addition, since September 1, 200J, construction stormw:rter permittecs h:rvc hccn assessed :ui initial authorization fcc which is now ~ 100 per acre of I:nul dish;nc~d and 5600 per acre of future impervious area. 'fhc initial authorization fcc at~crs the duration of the authorired disturbance. 5, \N'hcn ^ppicnblc. project rcvicw pursuant ~o the Stale 1?nvironmental Quality Review Act (SI~QRA) has been satisiled. 6. Yuu have obiaincd all necessary Department permits subject to the Unilirrni Procedures Act (l1PA). You should check with your Regional 1'ennit AdminisU'ator Ibr further infom~ation. 7 'kNolc: ('onstntclion activities cannot commence until project rcvicw pursuant to SGQRA has hccn suisliai. when S1[QRi1 is applicable: and. where required. all necessary Departmen( permits subject to _ _ _ ... _ _ the LPA have been obtained. Please be advised that the DeparUnent may request a copy ohyour SWNPP for rcvicw. Should you have any questions regarding:uiy aspect oflhe rcquirenunts spccilicd in GP-O- 10-001, please contact Dave Gasper at (~ 13) 402-81 14 or the undersigned at (~13) 402-3109. Sincerely, T.t~- ,cam- Toni Gioffi l;nvironmental Program Specialist I cc: R W t - I SWPPP Prcparer SAMI)BLS AND STIGLMAN ARCIIITEC"fS S'I'Ii1=L:y1AN NANCY 2523 uIAIN ROAD CU'fCFIOGI:Ii NY 119~5- FOR INTERNAL USE ONLY ~`_C. ~ `~ f "~r,~, ., ,'~H..,. SITE PLAN USE DETERMINATION Initial Determination Date:_~/ ~ .~ /~ ~, , Date Sent: .~ /~//o Project Name: TC~1fG0 ~~/ ~ ~;. Project Address:_~~S ~~ /<G~- ~s~p~ Suffolk County Tax Map No.:1000- 3 S - / -~ Zoning District: /HBO Request: d;~,u,,.,c~/_~..Lu~„r;-u.,, (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) ,,// Initial Determination as to whether use is permitted: /es Initial Determination as to whether site plan is required~e~ ignature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: / / Comments: Final Determination Date: / / Decision: Signature of Planning Dept. Staff Reviewer Signature of Building Inspector SITE Initial Determination Date:_~/ ~ ~ /~_ Project Name: .TCntGo Project Addfess• ~,~ ~ FOR INTERNAL USE ONLY .Ald USE DETERM ~r I ~;, Date Sent: ~ t~lh~ n~c~r~odc~ ~D 2010 DEPT. - '~' " Suffolk County Tax Map No.:1000- ,35" - / -~ Zoning Request: ~- .,i, ~_. , e° (Note` Copy of Building Permit Application and supporting documentation as to .proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: ~~ ...Initial Determination as to whether site plan is required~e~ ~` Oo ignature of Building Inspector ll•Inai uetermination Dater/_~/ /~ Decision:_ !~~_ Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: ~ / ~ /~ TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 04/05/10 TO: Nancy Steelman for Jemco Realty 25235 Main Road Cutchogue, NY 11935 Please take notice that your application dated March 4, 2010 For permit to construct a winery at Location of property: 825 Route 25, Greenport, NY County Tax Map No. 1000 -Section 35 Block 1 Lot 24 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, Site Plan approval from the Southold Town Planning Board is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLL4M J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI February 15, 2011 yho~~pf SO(/lyo~ T • ~O o~,y~, p~ N~ ,~ PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 76b-1838 Fax: 631 76b-3136 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Approval: Proposed Site Plan for 67 Steps Winery (JEMCO Winery) Located at 825 NYS Route 25, approximately 200' east of Bailey Avenue, on the north side of NYS Route 25, Greenport SCTM#1000-35-1-24 Zoning District: R-80 Dear Ms. Steelman: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, February 14, 2011: WHEREAS, this site plan is for construction of an 8,419 sq. ft. building with associated parking for the purpose of a retail winery on 60.33 acres located in the R-80 Zoning District; and WHEREAS, on April 14, 2010, an application for site plan was submitted for review including a site plan prepared by Nancy Steelman, R.A., dated April 14, 2010; and WHEREAS, on May 17, 2011, the Southold Town Planning Board formally accepted the application for review and distributed the application to agencies having jurisdiction for their comments and the following agencies responded: Town Engineer, Architectural Review Committee, Greenport Fire District; Greenport Village, Southold Town Trustees, Suffolk County Department of Health Services, NYS Office of Parks, Recreation and Historic Preservation and NYS DOT; and WHEREAS, the comments from those agencies having jurisdiction were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and Site Plan for 67 Steps Winery Page Two February 15, 2011 WHEREAS, on May 17, 2011, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, on June 1, 2010, the comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on August 13, 2010, the NYS DEC issued a Letter of Non-jurisdiction for the proposed action; and WHEREAS, on September 13, 2010, a public hearing was held and closed by the Southold Town Planning Board regarding the site plan; and WHEREAS, on September 13, 2010, the Southold Town Planning Board acting under the State Environmental Quality Review Act, performed a coordinated reviewof this Unlisted Action and as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on September 21, 2010, the Suffolk County Department of Health Services issued a Permit (#C10-10-0003) and approved the project and stamped the site plan; and WHEREAS, on October 14, 2010, the Greenport Fire District recommended one minimum hydrant with a 1500gpm, at least at the northern end of the main drive, and requests site inspections as needed to help with proper assignment of their apparatus; and WHEREAS, on October 14, 2010, the Town of Southold LWRP Coordinator reviewed the above-referenced project and recommended the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, the comments from the public hearing and those agencies listed above having jurisdiction were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on January 3, 2011, the applicant submitted a Phase 1 Archaeological Investigation Report that determined that no prehistoric artifacts or features were encountered and no further work was recommended; and WHEREAS, on January 20, 2011, the Town Engineer reviewed the amended site plan and Storm Water Pollution Plan and commented that the applicant has incorporated all the relevant engineering comments and satisfied the SPDES Permit; and Site Plan for 67 Steas Winery Page Three February 15, 2011 WHEREAS, at a Work Session on January 31, 2011, the Planning Board determined that all applicable requirements of the Site Plan Regulations Article XXIV, §280 -Site Plan Approval of the Town of Southold have been met; and WHEREAS, on February 4, 2011, written documentation was submitted that stated that its operating hours of operation would be similar to that of other wineries located in the Town of Southold approximately 11:00 a.m. - 6:00 p.m. However, as is the practice of other wineries, certain events may be scheduled at other times; and WHEREAS, on February 7, 2011, the NYS DOT submitted written documentation that stated that they are in conceptual agreement with the mitigation measures proposed and that they have no objection to the Town of Southold issuing Site Plan approval for the site; and WHEREAS, on February 11, 2011, the Southold Town Building Inspector reviewed the plan and cert~ed that the proposed action is a permitted use in this Residential - 80 Zoning District; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval and authorizes the Chairman to endorse the site plan entitled "Jemco Winery", prepared by Nancy Steelman, R.A., dated April 14, 2010 and last revised January 19, 2011, including the following six plans: 1. SP-1 Overall Site Plan 2. SP-2 Site Grading Drainage Site Plan 3. SP-3 Site Landscaping & Lighting Plan 4. SP-4 Site Grading Drainage Landscape & Layout Plan 5. SP-5 Details Z-05 Partial Site Plan & Equipment Plan 6. SP-6 Overall Site plan SWPP 7. Floor Plans 8. Building Elevations Please note: The Planning Board's final inspection and the subsequent Certificate of Occupancy will not be issued until after the NYSDOT has notified the Planning Board that they are satisfied that all the work on the intersection improvement as noted on the plan has been completed. JEMCO Winery Page Four February 15, 2011 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries, and to shield the light from the sky. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative, must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan (8 pages) is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Martin H. Sidor Chairman Encl. cc: Town Engineer w/map Building Dept. w/map Town of Southold Erosion, Sedimentation 8g Storm-Water Run-off ASSESSMENT FORM PttoPEltn LtkATION: s.c.T.M. s: THE FOLLOWING ACTIONS MAY RE4UIRE THE SUBMISSION OF A STORM-WA R, O NG. DRAIN AND EROSION CONTROL PLAN 6G6fd' ~ Cam! '' !~ V A DlSION P P! e w Fua a n~Fu~ar v e SCOPE OFWORK -PROPOSED CONSTRUCTION I I'I'F,M # /WORK ASSESSMENT Yes No a. Whet S the Total Area of the Pro)ect PafiHl57 Z,G27, 975 5,F (Indltde Total Area of all Parcels boated within the Scope of Work for Proposed Consmrctbri) ~~ b• Whet Is the Total Aree M Land Cleetktg ts.F.I eau) + anWor Ground Disturbance for the proposed 9 ~~ ~65.~ /_ cronsWctbn actiWryT 2.07 Ac- PROVIDE BRIEF PROJECT DE4CR~!'fON rvr~~?a+P.ua.. w.arq f~1C~/~ -nc /YY'/ .~~21 _ti~YU S _ ~ 42~.U 1-~I`-y/~S~ ~ ~ ~~- ~l 5wf~pP PILn r ~/ 3ubmtaekm of a SWPPP b requhed for ell ConsWC[bn aGMgea kwdwng eWl dbnxbances of ore (l) or mae ecrea; indudln9 dblurbencea of leas tlren ane eve That em pan of a lergerconxran Plan that will ugkretety dielwb one or mare eves of land; Incbdkrg ConsWgion ectMNes nvolving sot dbturbaraes of lase aren one (1) acre wham the DEC nee determined Met a SPDES parmN b requlretl fa atartn water dbchegiea (eNrPPP's Shell meet lire Minimum Raqulremenb of the 9PDE8 9enerel Penmt for Storm Water Dbehergae from Conahuctbn ectlWN - Perndt No.OP•0-laootJ 1. The SWPPP aheA be prepared prior to the srdxriael of th NOI. The IJOI slrell be eubMtled to the Deperhrant prior ro Me cmmrencemant of mnstruGlon aclNgy. 2. TM SWPPP anent desalbe the anxtlon end satlknent rnrhd prectkea and where regWre4 pmtconahuctlon storm water management prectkea Mel wa 6e used anNv mnaWded b redrm are poAutenb M storm water dbrhargea and to aeaure complbrwro wqh the there and condMons of fhb pxrMt. In eMMbn, me SWPPP ahN kbntlly potential aoumea d poqutlon which may reeaoneby be expected b artral tfb Went of aloim wmer tlbcherpes. 3. AA SWPPPs Mat require the post-constmctlon alarm water menegemem prectlce carrponant sheq be papered by a quaNetl Design Pm/eeabnel Dcensed M New Vark 'I that b knowbdgeabb In the principles and precACes o/ Slomr Water Menagermnt STATE OF NEW YORK, `~. M n Ii COUNTY OF .............~-.~......... ................... SS That I, And that he/she is the j WIII this Project Retain All slam-water Run-OH Generated by a Tiro (2' Inch ReinfM on Site? Thi I ( s tem will indttde ell run-oR created by si6e dearMg arld/a rwnstnrt:tlm attlivitlea as well as all ~ - Site Improvements and the permanent txeatlon of ImperWous surfaces.) 2 Does the She Plan and/or Survey Straw All Proposed Drainage 3WCtures Indbatlng Size & Locatlon? This Item shell IndWe all Proposed Grade Changes and ~ - Sbpes CanWiling Surface Water Flow. $ Does Ule Site Plen and/or Survey desaibe the ero~on and sediment control practices that will be used ro ^ conhnl site erosion and storm water discharges. This item must be maintained throughout the Entlre ConsWCtbn Perbd. 4 Will this Project Require any Land Fllling, Grading or Excavation where there Is a change to the NaWrel Existing Grade Involving mae than 200 Cubic Yams ^ of Material withinany Parcel? rj Will this Application Require Lend Disturbing Activities Encempasaing an Area in Excess of Five Thousand ^ (5,000 S.F.) Square Feet M Cxottnd Surface? _ -' $ Is there a Nalurei Water Course Running Mrough the SIteT Is tlris Project witlrin Me Trustees jurisdiction ^ ~/ or within One Hundred (100') feet d a Wetland or ~L Beechl 7 WIII there be Site preparation on F~dstlrg Grade Slopes which Exceed Fifteen (15) feet of VeNcal Rise to One Hundred (100') of Horizontal Distance? $ WIII Driveways, Parking Areas a thhre Imparvbus Surfaces be Sloped to Direct Storm-Water Run-Off ^ V Into endlor in the direction of a Town fight-of-way? "~ 9 Will this ProJecl Regttke the Plaaunem of Materiel , Removal of Vegetatlonand/a the ConsWctlon of any Item Within Ole Town Right-of-Way rx Road ShoWtler ^ Areal mr wm ww nor rmmo. u. m.nuwmerama-.y Awa..l NOTE: If AnY Anewv to Qwetlom qp Mrough Mrra la Anermred wan a CMek Mark m a Sox and Me urretruoaed sae diaturbanee b between 0.000.8.F. 81 Aa M area. •Storm-Water, OradhrA Drehrpe 6 Erwbn Control Plan h Required Mllw Town W aouMOld ant MYat he aubmabd for RMw Prier to Iswrree MAry BulNhla Permit. (NOTE: At.Txk Mark(lla~or NrunBr gereaeh.Quagbnis RegWetl fora COnpeb/ippgeatlon) .. ._. r being duly sworn, depnses grid says tltathefshe isthe app-Iirx~nt or 8t~iit, Owner and/or representative of the Owner or Owners, and is duly authorized to perform or make and file this application; that all statements contained in this application are uTte to th that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .................'~...................... day of ...L..........................•. , 20.1.. Notary Publir.:...l,:~r( ~ ' FARM _ ntAbin :performed the said work and to of his 1)npwledge and belief; and a Appnam> Tam E~all Mmac 54875 Moia Road' P.O..eox 1179 . Sou@ald, NY 1(971-0959 Telephoge (681) 765.1802' fncer.rlchertC~m 7 trv us . 13tTJ7.DDVG AEPAR1111~1VT' . TiOWN OF SOU7~i0]Li? LIC/~tT10N ° R 1=LECT fC SP ~ C ION iESTEUB~Y.: bR.o.7Ik KF! Pc-~s~ui Date: any Name: (~ ' ~ _i L~~SA~. Li ~ H ? I wl ~ ~ 1 ~.._ i3= ~5S R-~t>=~u~ n 1?~ W H ~~1 l! l l ~I 7 ~,~ No.: 63t- a.8r1l~2a~- .lOBSITE INFORMATION: E~ndicates. required information) 'N~Fne: 'Address: 'Cross Street: 'Phone No,: partnit No.: 'Fax Map District: `BRIEF UESCRtPTION OF yl/ORIf (Please Point Gearly) -Zg~'' .(Please Circle Alt'FhatAppl~ry •Is job ready for Inspection: `Db you need a Temp Cerflficate: Temp 9nfortna~on ('ff needed] 3 ! NO Rough In' ~! NO *BeMce 81ze: 1 Phase. 3Phase 100 '160. 200 30Q 350 400 "NeW Servloe: Re-connect Underground Number o ~ etera Change of SeMce Addit(onaf lnformatlon: PAYMENT~E 1NITH APPLICATION ,. ,-,~ .. _ r ~ ta_ it 4 G~ Efi77AAZ ~~~l~q~ ~ 1~.5.OD Flnal. 3.1 ~` I ~ Othor- ~CS~j~} Overhead ~R 3~ ,S~C~1 lb 6l'OI-SL-II i ,_ ~~,, _ ~ {--_ , _ ~ y TOWN OF SOUTHOED PROPERTY RECORD CARD ~-13 M V' V / QWNER ST REET ~' ZS' VILf. AG E DISF SUB. LOT 7tIl-F~@? .~+~A..~ ' Ei. L L 'n /~ Ct r . tt I : iI/l~ .r~ r~' ~ /0 ~ ESC {/ FORMER (~~1 j~'ER N E. ACR. } n ,, f ~ {t ~ I W L. Y . 3 hn E. ~Q,~-{,ti S W ~o~~fer5 TYPE OF BUILDING SrRuCitr,Clj'S ANC i •s~ -IG.Mr/ ~-+.. ., RES: SEAS. ~ VL _ FARM COMM. CB. ISC M fit. Value ].AND 1MP. TOTAL DATE REMARKS ~ ~ ~ ~~f / ~ / ~ _ z 3-0 % rJ 3/ ? v~ ~t.ta - ~? ~. 7oQ a v~ /~3 '77 SOLD rAF TiMr' S PueiuR' I,VL ~c ~ RAIN G ~ 3 q /db ydo ~`~ 3oa S/23/]9 ~/~/79 " '~ as 0ao ,RA N Jd SAM Rf ALTy ~`a P s 23 29 rov - ,na z4 roo ~~. ~I~ls ~a~ ar/ ~~/C. o -L/ZZ ~m a~_ 2~h7oo eGv 210 .00 i 'a o J , T 1 -- 1 AGE BUILDING CONDITION 3 ~ ~ ~'-I ~~ ~q ~~Z~ NEW NORMAL BELOW ABOVE FARM Acre Volue Per Acr Value / '-~ / 'LCD +u ~ ~ ~/~ e'C"~~ s /O ~C TiHabie 1 M LEI ~-(J ~ ao ~ ~j Til loble 2 ~ ~s ~ 1 ~, 7 5b ~~a Tillcble 3 3 2 b b r ~.-~ - 3 s :J Woodland _ Swampland FRONTAGE ON WATER / <-r y ~ ~~ _ ~, y!' , ~,ar_, ,.,; • ~~ Brushland FRONTAGE ON ROAD ~ 7 J 7/~ ~ ^ ~ _ 4 `/S O = ~ '?~ ~ Hause Plot . DEPTH ~ ~ ~ I (L , b ~G ~ ~.~ BULKHEAD - . ~, t Total ~ DOCK f. /D w 7 r7 col_oR TRfhi i ~ Bath Dinette u1. Bldg. I Foundation i ~ `basement Ftaors K• ctens on LR Fxt. Walls Interior Finish . Extension OR Fire P` 'e I-{eat . Extension Rooms ist Floor BR. .Type Roof Recreation Roo Rooms 2nd Floo FIN. B. Porch ` Porch Dormer Driveway Breezeway Garage Patio Total r` ~ S A M U E L S& S T E E L M A N April 8, 2011 Town of Southold Building Department Town Hall Annex Southold, NY 11971 Re: Sixty Seven Steps Winery 825 NY State Route 25 Greenport, New York, 11944 Enclosed please find materials required for application for a BUILDING PERMIT for the above referenced project, including: 1. Building Permit Application 2. Town of Southold Run Off Assessment Form 3. NY State Building Code (2010) Summary 4. Four (4) sealed sets Construction Drawings 5. Southold Town Planning Board Site Plan Approval 6. Southold Town Sanitary Permit, 7. COMcheck Energy Calculation 8. NYS DEC SPDES General Permit - NOI 9. Southold Town Planning Board Site Plan Stamped Plans 10. SCDHS Sanitary Stamped Plan 11. NY State DEC - Letter of No Jurisdiction 12. Town of Southold Trustees -Non Jurisdiction 13. Check for $250.00 Please review the enclosed and get back to me with any questions or concerns. If complete, please prepare a building permit, and notify my office regarding the total fee. ncy S Iman, R.A. muel & Steelman Architects nKa a acrs 22;5 MAIN ROAD CUl(-IIOGU[, NCW VOFF 11935 IG3"I) T.S4-6105 FAX 16311 7 {4-61(17 -:-: f-e?L'_c ~"~... r~rry: *L'Trxl:7 •sl• rrcx -_ e•:~Y `'ti:•tl --I _t~r,~(1,ixs,*•: - I '` ~r~ cr,~ror~fr~,s~~ - ~, _ THE TIrST ~?i T1~1t.... t>t:f rcrai 'r, F~vrt Ma~.~n~.~ t On-r>te;[:rg (RT 4r, fruik'-m Place !dasaa}~eq:is• ti'1:' 11158 ^elivery J1dQr-cs- :+:.5 R~.ne i~ crreewyxf~t, ~'1' t)el: s•Sry DAIS I '.' l ~ 71 afc .1 •Z i ~ i I Y~ 1M"luar :t VIaY C'•nwcrts Th.~tr ;e:ear is IJ t:G:1:ty thal'lk wncre.e dt:t•a'a: W X25 R Duct 2S. C.-~esrmcr •~ it MftYlr!IBnir r irk A '~ T 14I ~lrmil~~. ~<iK, F'SI -: v~u ~eee ^~~e .ntc:rnuu-,. p~str~e Ga no: 'O:I:r>; :a cal. fir ~ _: _ yFi /f ~j/ FI /~ T'iE'+~#~ j ~ C - .. ,I ~ -._ rr, 1~r' rel. sai-ati0-9rt9~ 4•d~ tOMp pose . '•lANrtAtiac>:~a Nr,w .Qat ~•~~• t•s,: e~•-,A~•.xas~ s• I ~ ~ ! ~} I i ' I , l -S ~ ~~ j,~ ~, r~ rnDr 1F0-i v a bass 1 n~xDi ~ sup ertr o 0 y, bra ~ .~.: ~ ~- ~`' ° egt ~4T a a mac: o J~w~'' ~ ~ +~~ I.,.JI Jbr x 1 F V )1F y- ~ Lr f'+ `- ~ .~ 1 5 . +[ ~. ~r~ i 5-.~, :~?`,o j}, Ll D ~'- ~ f J !• !'9 OCS't, ~I ~ y, ~4t''~e..~S wHf : P'A74CY~.~,rN -.~~.,~ ~ws •ci l~ :~: ~l:lf. `'„~(DiI r ~---~-- .. _ __.. AC+~p ~y Wtww _ AMIp_~~~ "_ ~. __ ' ~;~~ i ! i~?.1 il~~7' ~ +..iiR+A1 fir .~i t .- .s~-_ ' 1. ~ ~ _..._ ~ :r:.a'ec'-'L~:'ara!S!!°rwr.~_.. ~.__ - _ 'u ~ ~~. ..Q:}. N .~ N.ri zt~ .~D 4a~J; Jea1141< 9v ~~• a6t` gel sew{ ~~~ +' ~ .. ~ '~'~'?~ Jai ~ ` 11 J _ ,.. >~ ~:i.L.- e k ~~~ Oq _ _+i Laiea.~ ~ lek,~ ~ 4 It..: ~ -.. .~ `.Y~r NR .~f L ~S1M dr~• yam- ^y~ ~.^PlJ ~4''~~M 7l ~G ,~ ELI ~~ VENTRE FIRE PROTECTION HYDRAULIC CALCULATIONS FOR 67 STEPS WINERY AREA 3 GREENPORT, NY FILE NUMBER: DATE: JUN 29, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: STORAGE DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 276.3 gpm TOTAL WATER REQUIRED (including hose): 526.3 qpm FLOW AND PRESSURE (@ DEMAND): 527 gpm @ 32 psi FLOW AND PRESSURE (@ AVAILABLE): 527 gpm @ 47 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: VENTRE FIRE PROTECTION DESIGN/LAYOUT BY: S. MACKINNON AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY BASS COMPUTER PROGRAM (LICENSE # L" BRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/29/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS81\67 STEPS 3.SDF JOB TI TLE: 67 STEPS AREA 3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) W 50.0 18.0 1922.0 47.1 526.3 36.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 526.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 276.3 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/ FT^2) 1 12.0 K= 5.60 16.1 22.5 103.0 0.150 0.218 2 12.0 K= 5.60 16.2 22.5 103.0 0.150 0.219 3 12.0 K= 5.60 17.0 23.1 103.0 0.150 0.229 4 12.0 K= 5.60 17.5 23.4 103.0 0.150 0.227 5 12.0 K= 5.60 7.6 15.4 103.0 0.150 0.150 6 12.0 K= 5.60 7.9 15.7 103.0 0.150 0.152 7 12.0 K= 5.60 10.0 17.7 103.0 0.150 0.172 8 12.0 K= 5.60 12.1 19.5 103.0 0.150 0.189 9 12.0 K= 5.60 8.0 15.8 103.0 0.150 0.154 10 12.0 K= 5.60 8.3 16.1 103.0 0.150 0.156 11 12.0 K= 5.60 10.9 18.1 103.0 0.150 0.176 12 12.0 K= 5.60 12.7 19.9 103.0 0.150 0.199 13 12.0 K= 5.60 16.8 23.0 103.0 0.150 0.223 19 12.0 K= 5.60 17.7 23.5 103.0 0.150 0.229 A 12.0 - - - - 19.7 - - - - - - - - - - - - B 12.0 - - - - 20.1 - - - - - - - - - - - - C 12.0 - - - - 21.0 - - - - - - - - - - - - D 12.0 - - - - 21-6 - - - - - - - - - - - - 2 12.0 - - - - 21.6 - - - - - - - - - - - - TOR 5.0 - - - - 29.9 - - - - - - - - - - - - BOR 5.0 - - - - 25.0 - - - - - - - - - - - - BKl 5.0 - - - - 25.1 - - - - - - - - - - - - BK2 5.0 - - - - 35.1 - - - - - - - - - - - - W 5.0 SOURCE 36.1 276.3 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/29/2012 C:\PROGRAM FILES\HAS SYSTEMS\HASS81\67 STEPS 3.SDF JOB TITLE: 67 STEPS AREA 3 PIPE DATA PIPE TAG Q(GPM) DIA (ZN) LENGTH PAESS. END ELEV. NO2. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT ( PSI) Pipe: 1 -22.5 2.067 PL 12.00 PF 0.1 1 12.0 5.6 16.1 22.5 2.2 120 FTG ---- PE 0.0 2 12.0 5.6 16.2 22.5 0.006 TL 12.00 PV Pipe: 2 -45.0 2.067 PL 15.00 PF 0.8 2 12.0 5.6 16.2 22.5 4.3 120 FTG 9E PE 0.0 3 12.0 5.6 17.0 23.1 0.021 TL 35.00 PV Pipe: 3 -68.1 2.067 PL 12.00 PF 0.6 3 12.0 5.6 17.0 23.1 6.5 120 FTG ---- PE 0.0 4 12.0 5.6 17.5 23.9 0.096 TL 12.00 PV Pipe: 9 -91.5 2.067 PL 18.00 PF 2.2 4 12.0 5.6 17.5 23.4 8.8 120 FTG T PE 0.0 A 12.0 0.0 19.7 0.0 0.080 TL 28.00 PV Pipe: 5 -15.4 1.380 PL 12.00 PF 0.3 5 12.0 5.6 7,6 15.4 3.3 120 FTG ---- PE 0.0 6 12.0 5.6 7.9 15.7 0.021 TL 12.00 PV Pipe: 6 -31.2 1.380 PL 15.00 PF 2.1 6 12.0 5.6 7,9 15.7 6.7 120 FTG 9E PE 0.0 7 12.0 5.6 10.0 17.7 0.078 TL 27.00 PV Pipe: 7 -48.8 1.380 PL 12.00 PF 2.1 7 12.0 5.6 10.0 17.7 10.5 120 FTG ---- PE 0.0 8 12.0 5.6 12.1 19.5 0.178 TL 12.00 PV Pipe: 8 -68.3 1.380 PL 18.00 PF 8.0 8 12.0 5.6 12.1 19.5 14.7 120 FTG T PE 0.0 B 12.0 0.0 20.1 0.0 0.332 TL 24.00 PV Pipe: 9 -15.8 1.380 PL 12.00 PF 0.3 9 12.0 5.6 8.0 15.8 3.9 120 FTG ---- PE 0.0 10 12.0 5.6 8.3 16.1 0.022 TL 12.00 PV Pipe: 10 -31.9 1.380 PL 15.00 PF 2.2 10 12.0 5.6 8.3 16.1 6.8 120 FTG 9E PE 0.0 11 12.0 5.6 10.9 18.1 0.081 TL 27.00 PV Pipe: 11 -50.0 1.380 PL 12.00 PF 2.2 11 12.0 5.6 10.4 18.1 10.7 120 FTG ---- PE 0.0 12 12.0 5.6 12.7 19.9 0.187 TL 12.00 PV Pipe: 12 -70.0 1.380 PL 18.00 PF 8.3 12 12.0 5.6 12.7 19.9 15.0 120 FTG T PE 0.0 C 12.0 0.0 21.0 0.0 0.397 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/29/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS81\67 STEPS 3.SDF JOB TITLE: 67 STEPS AREA 3 PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -23.0 1.380 PL 13.00 PF 0.8 13 12.0 5.6 16.8 23.0 9.9 120 FTG T PE 0.0 14 12.0 5.6 17.7 23.5 0.099 TL 19.00 PV Pipe: 14 -46.5 1.360 PL 18.00 PF 3.9 14 12.0 5.6 17.7 23.5 10.0 120 FTG T PE 0.0 D 12.0 0.0 21.6 0.0 0.163 TL 24.00 PV Pipe: 17 -91.5 2.969 PL 10.00 PF 0.3 A 12.0 0.0 19.7 0.0 6.1 120 FTG ---- PE 0.0 B 12.0 0.0 20.1 0.0 0.034 TL 10.00 PV Pipe: 18 -159.8 2.469 PL 10.00 PF 0.9 B 12.0 0.0 20.1 0.0 10.7 120 FTG ---- PE 0.0 C 12.0 0.0 21.0 0.0 0.094 TL 10.00 PV Pipe: 18A -229.8 2.469 PL 3.00 PF 0.6 C 12.0 0.0 21.0 0.0 15.9 120 FTG ---- PE 0.0 Z 12.0 0.0 21.6 0.0 0.184 TL 3.00 PV Pipe: 18B -229.8 6.065 PL 7.00 PF 0.0 Z 12.0 0.0 21.6 O.D 2.6 120 FTG ---- PE 0.0 D 12.0 0.0 21.6 0.0 0.002 TL 7.00 PV Pipe: 19 -276.3 6.065 PL 15.00 PF 0.3 D 12.0 0.0 21.6 0.0 3.1 120 FTG 3ET PE 3.0 TOR 5.0 0.0 29.9 0.0 0.003 TL 87.00 PV Pipe: 20 -276.3 6.065 PL 10.00 PF 0.1 TOR 5.0 0.0 24.9 0.0 3.1 120 FTG GA PE 0.0 BOR 5.0 0.0 25.0 0.0 0.003 TL 41.00 PV Pipe: 21 -276.3 6.065 PL 2.00 PF 0.1 BOR 5.0 0.0 25.0 0.0 3.1 120 FTG E PE 0.0 BK1 5.0 0.0 25.1 0.0 0.003 TL 16.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BK2 5.0 0.0 35.1 0.0 10.0 psi, 276.3 gpm BK1 5.0 0.0 25.1 0.0 Pipe: 23 -276.3 8.390 PL 1725.00 PF 1.0 BK2 5.0 0.0 35.1 0.0 1.6 190 FTG 4ETG PE 0.0 W 5.0 SRCE 36.1 (N/A) 0.001 TL 1915.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/29/2012 C:\PROGRAM FILES\HRS SYSTEMS\HA5581\67 STEPS 3.SDF JOB TITLE: 67 STEPS AREA 3 NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 27061247 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.078 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 18A. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A NATERIAL: S90 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly Bf yVly GatVly A1mChk DPVly NPTee F F45E1 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.50 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.50 2.469 6.00 12.00 9.00 14.00 7.00 1.00 10.00 10.00 12.00 3.00 6.065 19.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly Bf yVly GatVly NPTee F45E1 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 15.50 60.0 50.0 G A U ~ 40.0 E P R E U R E 30.0 20.0 P s i 10.0 0.0 -19.7 4 d O ?~ Ctl H C'1 y .. H H m r C*I N .. ~ Ol N J O N Vi N H [•] ro ti ~ ~ ~ ro r~ ~ N n z w •• x ~ r ro t~ 7~ x1 0 c~ cn 77 K 7Sy to H h] ~r 3 H r x b7 K N O x A C cn r ~ n K ~ ~ y z m v a r cn K !n ~ N N i rn v H b7 ro m ro w a . ~ ~ N O M ~ 00 WATER SUPPLY ANALYSIS Static: 50.00 psi Resid: 18.00 psi Flow: 1922.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/29/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS81\67 STEPS 3.SDF .JOB TITLE: 67 STEPS AREA 3 WATER SUPPLY CURVE 60+ I I 55+ I I I 50*\\ I \\ I 0\ I \\\ 45+ \\ I \\ I \\\ I \\ P 90+ \\ R I A\\ E I \\ S I x \\ S 35+ \\ U ( \\\ R ~ \\ E \\ 30+ \\\ ( I \\ P I \\ s I \\\ I 25+ \\ I \\ I \\\ I \\ 20+ \\ I \\ I 18.0 psi @ 1922 gpm-> * I 15+ I I I--------------------------- 10+ LEGEND I I X = Required Water Supply I 36.05 psi @ 526.3 gpm 5+ ~ 0 = Available Water Supply ~ 47.09 psi @ 526.3 gpm 0++-+---+----+-----+------+-- 400 600 800 1000 1200 Flow Test Point 1400 1600 1800 2000 FLOW (GPM) COMcheck Software Version 3.8.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title :SIXTY SEVEN STEPS WINERY Construction Site: Owner/Agent: Designer/Contractor: 825 Route 25 Jemco Realty Associates, LLC Nancy Steelman Greenport, NY 11944 PO Box 67 Samuels and Steelman Architects Greenport, NY 11944 25235 Main Road Cutchogue, NY 11935 631 734 6405 Section 2: General Information Building Location (for weather data): Climate Zone: Vertical Glazing /Wall Area Pct.: Activity Tyoe(sl Retail Office Warehouse Manufacturing Facility Suffolk, New York 4a 20 Floor Area 4354 994 1493 1867 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Roof 1: Attic Roof with Wood Joists Exterior Wall 1 North: Wood-Framed, 16" o.c. Window 1 "A" (1 ): Wood Frame:DOUble Pane with Low-E, Clear, SHGC 0.30, PF 0.38 Window 2 "B" (6): Wood Frame:Double Pane with Law-E, Clear, SHGC 0.30, PF 0.38 Window 3 "C" (3): Wood Frame:Double Pane with Low-E, Clear, SHGC 0.30, PF 1.70 Window 4 "D" (6): Wood Frame:DOUble Pane with Low-E, Clear, SHGC 0.30, PF 1.70 Window 5 Door Sidelights (4): Wood Frame:Double Pane with Low-E, Clear, SHGC 0.30, PF 0.28 Door 1 "3&4" (2): Glass (> 50% glazing):NOnmetal Frame, Entrance Door, SHGC 0.30, PF 0.36 Door 2 "14" (1): Wood, Swinging Door 3 "18819" (2): Glass (> 50% glazing):NOnmelal Frame, Entrance Door, SHGC 0.30, PF 0.28 Extedor Wall2 North Monitor: Wood-Framed, 16" o.c. Window 6 "L" (12): Wood Frame:Double Pane with Low-E, Clear, SHGC 0.30, PF 0.67 Gross Cavity Cont. Proposed Butlget Area or R-Value R-Value U-Factor U-Factoryal 3403 38.0 3.0 0.025 0.027 1646 21.0 2.2 0.053 0.089 47 --- --- 0.320 0.400 108 --- --- 0.320 0.400 102 --- --- 0.320 0.400 78 --- --- 0.320 0.400 84 --- --- 0.320 0.400 108 --- --- 0.320 0.400 42 --- -- 0.320 0.700 84 -- --- 0.320 0.400 139 21.0 2.2 0.053 0.089 72 --- --- 0.320 0.400 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data flename: \\Samuels-server\ofce\Common DocumentsWCTIVE PROJECTS\KOntokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 1 of 9 Exterior Wall 3 South: Wood-Framed, 16" o.c. 1646 21.0 2.2 0.053 0.089 Window 7 "A" (2): Wood Freme:Double Pane with Low-E, Clear, 94 --- --- 0.320 0.400 SHGC 0.30, PF 0.38 Window 8 "B" (6): Wood Frame:Double Pane with Law-E, Clear, 106 --- --- 0.320 0.400 SHGC 0.30, PF 0.38 Window 9 "C" (3): Wood Frame:DOUble Pane with Low-E, Clear, 102 --- --- 0.320 0.400 SHGC 0.30, PF 1.70 Window 10 "D" (6): Wood Frame:DOUble Pane with Low-E, Clear, 78 --- --- 0.320 0.400 SHGC 0.30, PF 1.70 Window 11 "C" (2): Wood Frame:Double Pane with Low-E, Clear, 68 --- --- 0.320 0.400 SHGC 0.30, PF 0.36 Window 12 "D" (4): Wood Frame:DOUble Pane with Low-E, Clear, 52 --- --- 0.320 0.400 SHGC 0.30, PF 0.36 Exterior Wall 4 South Monitor: Wood-Framed, 16" o.c. 139 21.0 2.2 0.053 0.089 Window 13 "L" (12): Wood Frame:Double Pane with Low-E, Clear, 72 --- --- 0.320 0.400 SHGC 0.30, PF 0.67 Exterior Wall 5 East: Wood-Framed, 16" o.c. 934 21.0 2.2 0.053 0.089 Window 14 "K" (2): Wood Freme:Double Pane with Low-E, Clear, 16 --- --- 0.320 0.400 SHGC 0.30, PF 0.08 Window 15 "J" (1): Wood Frame:Double Pane with Low-E, Clear, 30 --- --- 0.320 0.400 SHGC 0.30, PF 0.08 Window 16 "F" (2): Wood Frame:DOUble Pane with Low-E, Clear, 26 --- --- 0.320 0.400 SHGC 0.30, PF 0.13 Window 17 "E" (1 ): Wood Frame:DOUble Pane with Low-E, Clear, 48 --- --- 0.320 0.400 SHGC 0.30, PF 0.13 Window 18 "H" (2): Wood Frame:Double Pane with Low-E, Clear, 14 --- --- 0.320 0.400 SHGC 0.30, PF 0.32 Window 19 "G" (1 ): Wood Frame:Double Pane with Low-E, Clear, 26 --- --- 0.320 0.400 SHGC 0.30, PF 0.32 Window 20 "I" (1): Wood Frame:Double Pane with Low-E, Clear, 15 -- --- 0.320 0.400 SHGC 0.30, PF 0.62 Exterior Wall 6 East Monitor: Wood-Framed, 16" o.c. 48 21.0 2.2 0.053 0.089 Exterior Wall 7 West Monitor: Wood-Framed, 16" o.c. 48 21.0 2.2 0.053 0.089 Exterior Wall 8 East: Solid Concrete:l2" Thickness,Normal Density , 454 --- 11.9 0.074 0.104 Furring: None Door 4: Insulated Metal, Non-Swinging 100 --- --- 0.083 0.500 Door 5: Insulated Metal, Swinging 21 --- --- 0.121 0.700 Basement Wall 1 West: Solid Concrete:l2" Thickness, Normal 533 --- 11.6 0.076 0.579 Density, Furring: None, Wall Ht 11.5, Depth B.G. 11.5 Basement Wall 2 South: Solid Concrete:l2" Thickness, Normal 1026 --- 11.6 0.076 0.579 Density, Furring: None, Wall Ht 11.5, Depth B.G. 0.0 Basement Wall 3: Solid Concrete:l2" Thickness, Normal Density, 1026 --- 11.6 0.076 0.579 Furring: None, Wall Ht 11.5, Depth B.G. 0.0 Floor 1 Basement Floor: Slab-On-Grade:Unheated, Vertical 4 k. 257 --- 10.0 --- --- Floor 2 First Floor: Wood-Framed 3360 30.0 2.6 0.031 0.033 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: U 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. ~ 2. Windows, doors, and skylights certifed as meeting leakage requirements. ~ 3. Component R-values 8 U-factors labeled as certified. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMCheck Version 3.8.1 and to comply with the mandatory requirements in the When a gistered Desig PYOfessional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and prof ~al judgmer~, su lyplans or pecifications are in compliance with this Code. ~r ~/ r- ~+~ / ' 8 / N =Title j Siure ~ Date Project Title: SIXTY SEVEN STEPS WINERY Report date: 04106111 Data filename: \\Samuels-server\office\Common Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 2 of 9 COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title :SIXTY SEVEN STEPS WINERY Construction Site: 825 Route 25 Greenpod, NY 11944 Owner/Agent: Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 Designer/Contractor: Nancy Steelman Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Section 2: Interior Lighting and Power Calculation p B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I f@ (B x C) Retail 4354 1.5 6531 Office 994 1 994 Warehouse 1493 0.8 1194 Manufacturing Facility 1867 1.3 2427 Total Allowed Watts = 11147 Section 3: Interior Lighting Fixture Schedule p B C D E Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Lampsl # of Fixture (C X D) Fixture Fixtures Watt. Retail (4354 sq.ft.) Compact Fluorescent 1 First Boo: Twin Tube 18W /Electronic 1 36 16 648 Compact Fluorescent 2 Second Flo: Twin Tube 18W /Magnetic 1 10 18 180 Compact Fluorescent 3 Second Fla: Twin Tube 24/26/27W I Magnetic 1 8 26 208 Linear Fluorescent 1 First Floor: 48" T8 25W (Super T8) /Electronic 4 4 100 400 Halogen 1 First Floor: Halogen MR-16 50W 1 8 50 400 Halogen 2 First Floor: Halogen MR-16 35W 1 22 35 770 Compact Fluorescent 4 Second Flo: Twin Tube 18W I Electronic 1 8 18 144 Compact Fluorescent 5 Second FII: Twin Tube 24/26/27W I Electronic 1 3 26 78 Halogen 3 Second Floor: Halogen MR-16 SOW 1 18 50 900 Halogen 4: Halogen MR-16 20W 1 18 20 360 Oftice (994sq.ft.) Compact Fluorescent 6 Second Flo: Twin Tube 18W /Electronic 1 5 18 90 Compact Fluorescent 7 Second Flo: Twin Tube 24126/27W /Electronic 1 4 26 104 Halogen 5 Second Floor: Halogen MR-16 SOW 1 14 50 700 Warehouse (1493 sq.ft.) Compact Fluorescent 8: Twin Tube 18W /Electronic 1 7 18 126 Manufacturing Facility (1867 sq.ft.) Compact Fluorescent 9: Twin Tube 18W /Electronic 1 7 18 126 HID 1: Metal Halide t00W I Standard 1 9 100 900 total Proposed Watts = 6134 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data flename: \\Samuels-server\office\Common DocumentsViCTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 3 of 9 Section 4: Requirements Checklist Lighting Wattage: ^ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposetl Watts Complies 11147 6134 YES Exterior Lighting: ~ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: ~ 3. Master switch at entry to hotel/motel guest room. ^ 4. Minimum of one manual control for each space with no task activity (i.e. storage). Multiple manual controls, occupancy sensor, automatic timer, or dimmer in other spaces. Exceptions: ~ Lighting for emergency or exit egress or intended for continuous operation. ~ 5. Photocell/astronomical time switch on exterior lights. Exceptions: ~ Lighting intended for 24 hour use. ~ 6. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: [] Luminaires with three lamp ballasts (or electronic high-frequency single-lamp ballasts). a- Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifcations and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Versj n 3.8.1 and to mply with the mandatory requirements in the Requirements Checklist. 9 Name -Tito ign ture ~r-' Date Project Title: SIXTY SEVEN STEPS WINERY Report date: 04106/11 Data filename: \\Samuels-server\ofFlCe\Common Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 4 of 9 COMcheck Software Version 3.8.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title :SIXTY SEVEN STEPS WINERY Exterior Lighting Zone: 3 (Other) Construction Site: Owner/Agent: Designer/Contractor: 825 Route 25 Jemco Realty Associates, LLC Nancy Steelman Greenport, NY 11944 PO Box 67 Samuels and Steelman Architects Greenport, NY 11944 25235 Main Road Cutchogue, NY 11935 631 734 6405 Section 2: Exterior Lighting Area/Surface Power Calculation p B C D E F Exterior ArealSurface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts / Unit (B x C) Main entry 11 ft of door width 30 Yes 330 36 Plaza area 2160 ft2 0.16 Yes 346 1618 Emergency services, loading area 3526 ft2 0.5 No 1763 386 Parking area 18775 ft2 0.1 Yes 1878 820 Walkway < 10 feet wide 295 ft of walkway length 0.8 Yes 236 1050 Total Tradable Watts' = 2769 3524 Total Allowed Watts = 4552 Total Allowed Supplemental Watts" = 750 ' Wattage tradeoffs are only allowed between tradable areas/surfaces. " A supplemental allowance equal to 750 watts may be applied toward compliance of both non-tradable and tradable areaslsurfaces. Section 3: Exterior Lighting Fixture Schedule p B C D E Fixture ID :Description / Lamp I Wattage Per Lamp I Ballast Lampsl # of Fixture (C X D) Fixture Fixtures Watt. Main entry (it ft of door width):Tradatde Wattage Compact Fluorescent 1: Twin Tube 18W /Electronic 1 2 18 36 Plaza area (2160 ft2): Tradable. Wattage Incandescent 1 First Floor: Incandescent 100W 1 9 100 900 Incandescent 2 Second Floor: Incandescent 100W 1 4 100 400 HID 5 Path Lights: Metal Halide 50W /Standard 1 6 50 300 Compact Fluorescent 3 Step Light: Twin Tube 8/9W /Electronic 1 2 9 18 Emergency services, loading area (3526 ft2): Non tradable Wattage HID 1 Crushing Pad: Metal Halide 350W I Standard 1 1 350 350 Compact Fluorescent 2 Ramp: Twin Tube 18W /Electronic 1 2 18 36 Parking area (18775 ft2): Tredable Wattage HID 2 Pole Lights: Metal Halide 70W /Standard 1 6 70 420 HID 3 Path Lights: Metal Halide SOW I Standard 1 8 50 400 Walkway < 10 feet wide (295 ft of walkway length): Tradable Wattage HID 4 Path Lights Melal Halide SOW /Standard 1 21 50 1050 Total Tradab le Proposed Watts = 3524 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04IO6111 Data flename: \\Samuels-server\office\Common Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixry Seven Steps Winery Cam Check.cck Page 5 of 9 Section 4: Requirements Checklist Lighting Wattage: ~ 1. Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. Controls, Switching, and Wiring: ~ 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. ~ 3. All lighting fixtures are conVOlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when suffcient daylight is available or the lighting is not required. Exceptions: ~ Covered vehicle entrancelexit areas requiring lighting for safety, security and eye adaptation. Exterior Lighting Efficacy: ~ 4. All exterior building grounds luminaires that operate at greater than t00W have minimum efficacy of 60 lumen/watt. Exceptions: ~ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. ~ Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. ~ Emergency lighting that is automatically off during normal building operation. ~ Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Versio 3.6.1 and to,gOmply with the mandatory requirements in the Requirements Checklist. / r Name - Titl gnature ~ D to Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06111 Data filenames \\Samuels-server\offce\Common DocumentsV+CTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 6 of 9 COMcheck Software Version 3.8.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title :SIXTY SEVEN STEPS WINERY Construction Site: 625 Route 25 Greenport, NY 11944 Owner/Agent: Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 Designer/Contractor: Nancy Steelman Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List uanti System Type & Descri tp ion 1 HVAC System 1 (Multiple-Zone) :Groundwater Source Heat Pump Heating Mode: Capacity = 1400 kBtu/h, Efficiency = 20.00 Cooling Mode: Capacity = 1000 kBtu/h, ,Water Economizer 1 Water Heater 1: Electric Instantaneous Water Heater, Capacity: 0 gallons w/ Circulation Pump, Effciency: 95.00 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 ~ 1. Minimum one temperature control device per zone ~ 2. Heat pump thermostat required when supplemental electric resistance heat is installed ~ 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. ~ 4. Water economizer is includetl antl calculations required ~ 5. Systems serving more than one zone must be VAV systems L_I 6. Dual-duct VAV mixing bones installed to minimize mixing ~ 7. Water economizer installed in cool-air duct of the dual-duct system ~ 8. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/Fluid woler nor boiler can operate ~ 9. Closed-circuit cooling tower has: a) automatic bypass valve for condenser water loop or b) lower leakage positive closure dampers ~ 10.Open-circuit cooling tower has automatic bypass valve for condenser water loop ~ 11.Two-position valve on each heat pump having total heat pump system power >10hp ~ 12.Open- orclosed-circuit cooling tower used with heat exchanger has a means for shutting down the circulation pump on the cooling tower loop ~ 13.Controls capable of resetting supply air temp (SAT) by 25% of SAT-room temp difference ~ Exception: Systems that prevent reheating, retooling or mixing of heated and cooled supply air Exception: Seventy flue percent of the energy for reheating is from site-recovered or site solar energy sources. ~ Exception: Zones with peak supply air quantities of 300 cfm (142 L/s) or less. Requirements Specific To: Water Heater 1 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04106/11 Data filename: \\Samuels-server\office\Common DocumentsWCTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 7 of 9 ~ 1. Electric Water Heater efficiency: 0.9 EF (20 SL, Btu/h (if> 12 kW)) ~ 2. All piping in circulating system insulated U 3. Automatic time control of heat tapes and recirculating systems present ~ 4. Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: ~ 1. Plant equipment and system capacity no greater than needed to meet loads ~ Ezception: Standby equipment automatically off when primary system is operating ~ Exception: Multiple units controlled to sequence operation as a function of load ~ 2. Minimum one temperature control device per system ~ 3. Minimum one humidity control device per installed humidification/dehumidification system ~ 4. Load calculations per ASHRAE/ACCA Standard 183 LJ 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup [] Exception: Continuously operating zones [] Ezception: 2 kW demand or less, submit calculations 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum ~ 7. R-5 supply and retum air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly ~] Exception: Ducts located within equipment ~ Exception: Ducts with interior and exterior temperature difference not exceeding 15°F. ~ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ^ 9. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics u 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrlgerant/brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >7.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. ~ Ezception: Piping within HVAC equipment. ~ Exception: Fluid temperatures between 55 and 105°F. p Exception: Fluid not heated or cooled with renewable energy. [] Exception: Piping within room fan-coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). ~ Exception: Runouts <4 fl in length. ~ 11.Operation and maintenance manual provided to building owner ^ 12. Piping, insulated to 1/2 in. if nominal diameter of pipe is <1.5 in.; Larger pipe insulated to 1 in. thickness ^ 13. Lavatory faucet outlet temperatures in public restrooms limited to 110°F (43°C) ~ 14. Balancing devices provided in accordance with IMC (2006) 603.17 ~ 1 S.Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. ~ Exception: Systems with heat recovery. ~ Ezception: Multiple-zone systems without DDC of individual zones communicating with a central control panel. Exception: Systems with a design outdoor airflow less than 1200 cfm. [] Exception: Spaces where the supply airlow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ~ 16. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings ~ Exception: Gravity dampers acceptable in buildings <3 stories ~ Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ~ 17.Automa[ic controls far freeze protection systems present ~ 18.Ezhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted ~ Exception: Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. I] Exception: Systems serving spaces that are heated and not cooled to less than 60°F. L] Exception: Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. [] Exception: Heating systems in climates with less than 3600 HDD. ~ Exception: Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. IJ Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename: \\Samuels-server\offce\Common Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 8 of 9 ~ Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidifration added, e) no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMCheck VjErsion 3.8.1 an~ to comply with the mandatory requirements in the ~' Requirements Checklist. ~ t / ~ ~d IV~I'>/U ~t~n(hatn, ,gr~l„ fit f / ~ Name -Tit ignature Dat Project Title: SIXTY SEVEN STEPS WINERY Report tlate: 04/06/11 Data flename: \\Samuels-server\office\Common DocumentsV+CTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 9 of 9 RM 812@010 SCHD NIA COMMENTS DATED 35d7lfl + iD d3d6'@331SrVA1 301.�.�0 511812010 30 S30G1a33N17V�H'00 jjnS I I 0i0;� L 0 AICif 35 1125 I SOUND ROAD / - - - - - / - - I 25 2610 ��\ IOLO IIIIIII I _ Z o o Air o f TOWN OF SOUTI� / z �� moo \" I \ 3° --I VII I 0 m\ �� a� \II \ \\ �83.7T pull 1 \� _ ROAD / �� \ rel I< SOUND Isl x� >� \ y v v v IIIIII \\ V O C) Z N27-332()"' � 1\ I \\ \� II IjIIIII I n oCZ I 548 \ Z Z DEER FENCING _ I IIIIII \ N2T47 ¢ I l a l I O \ O) I m 1\ I \\ \ \\ \ I 111 II II ti / a AEXISTING IAWN 0 N/0/F 3 I 1 ` -1 II I I � �� 1 d Q \ KONTOKOSTA o EXIanNGuwN Z n 11 �5 \ IIII O �.�, 1 W C) 1 \\ IIII n " LU LLI I y I N3p38-0 �1g8.28 20 LONG G i ISLAND 18 � ` \\ DAD 0 a\ N gTINP . ( \ \ SOUND 3 I hDRNEWAY;. I I (n y _ \ \ 1@ I\ \ V; 12 J �' G Oy TURN . WTE -� e w RUSHING PAD I \ \ III \I 'O W _J. TE i AROUND', ' E MAIN EN / STIN �I:, \ sr'" I ` ` 1 \ I I W' ¢ W Exit I I \\ W• S 3 I QH• at3 ' OPA (A K h NGw I \\\ / I _ _ �� w ++ 3 \ I OVERFLOW I W / 1085. p 300'MIN. I P=�pRWNING = GRAVEL 5 / WI SPACES A3-sPAeer INEIL__ WATER LINE(S) MUS 6E 'NSPECTES� THE \\ wwo ru L------------------ --- —J EXISTING UM N _ �— — — —� SUFFOLK COUNTY DEPT. OF HEALTH S VICES. — — _ _ — — / 0 cv P w — —_ — — — CALL 852.5784, 48 HOURS IN AoV CE, \ O, v/ ro RR-RPz w �� IS \ \ / TO SCHEDULE INSPECTION 5 . OF N j ^i� 1Pt� ewyo /I / = S � L sTFF`�q� to SOUTHIOLD INC- e 15/ 30 10 LANDING AT — Iq,530'i6� NIO/F PEC I I / DEER FENCING 20 ROJE O: 1 1N•V \ 0971 25 b 5 SITE DATA — f S21'34�40"E 410.00 S \I \ 1 DRAWNBY: NS LOCATION MAP 982.87'25 50 5°\ SCTM # 1000-35-01-24 52,'05'30"E 25 \ CHECKED BY:NS PROPERTY: 825 Route 25 Pro N/O/F PECONIC LANDING AT SOUTHOLD INC. WATER LINE(e) MUST BE INSPECTED BY THE DATE: APRIL 14, 2010 Greenport, NY 11944 SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. OWNER: Jemco Realty Associates, LLC852-5754, 48 HURS IN AD PO BOX 67 xua CALL TO SCHEDULE INSPECTION SVANCE, SCALE: 1" = 1OO'•0" Greenport, NY 11944 Z TOTAL _ - SHEET TITLE: SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. _ OVERALL SITE PLAN Suffolk County Department th of Health Services Approval far Conetructian•Other Then Single FamOy VINEYARD: 895,158 SF se 20.55 AC OVERALL NON PLANTED: 1,732,817= 39.78 AC SCALE I" =700' ReferenceNo. Design Flow kd _ Use(s) ��e� SITE PLAN These plena have been hvlowed for general confarmenco with 9uftblk ZONING: R$0 _ - County Department of Health Services standards, relating to water End FLOOD: e disposal, Zone "X" owhsisten es or lack of detail, w structon is required to Regardless of any omissions, ZONE r SURVEYOR: Peconlc Surveyors accordance with the attached 1230 Traveler St. standards,unless s Permit conditions and Southold, NY 11971 a mtheallywaivedb the De approval SHEET NO.: apices 3 yeary from the approval date,udeee extended ar renewed. �a l I A4/" ryto�n LICENCE NO. 49618 Approval Date �— Reviawer DATED:1993 w/update S P 1 OCTOBER 21, 2009 VINEYARD SUFFOLK COUNTY DEPT. OF HEALTH 25 211 7 26 �g�_- ` : 3DSCH NIAC I 518/010 COMMENTS DATED \ � _ :air' ':(::•'':"''''' . ::.. .. .:.... :n \ AC • Y ' k•: x' EXISTING `•�:;; ;�-:. ...V \ VINE-Y-Aft \ .< ... . •. , ., . BUM ft, `i - 4 \ I • 4 r,` SuIk County Depart f Health Bervkes . . ., . . ... .. Y . . . , . . ... _. < .. .. ,. .. . . xl I roust for (:oast ruLti V'1 oa -0 herr hen Bin Ie Family Y 1 : Reference No. C IO 1l7 OCGj OW d .. 24 1' ne . .. .. . . ., .. ., . . - .. .. .;�.> ;;.:.��': ':,�• h ane Pese I Thplane - - .. .. ..... .. . . . .. , . . . ,. .,. .. ,. . ., n review . .. . .. . . . . .. . . .. .. . . ., .. ... . . . . far eaerel con e baso ea Y .. ,. .. . ..� . . . . .. . . ... ... 7 .. ...... ..- .....,....r....... ...........r.....,_ . ..,...,.. .. -:¢.,.:...,. .......... ... .......':..�..�. ,-.,.,.,•..:.....'.>.. . �..�.,.. �. .... �., .,.; ......:�..:�.:......,: ,. a: ..:,...., . \ .... . .. . . �. .\..:. ,.',._., , _ , ,•.'.r" - . rvice s standards, minting to water4countY Department Be daeuPP1Y and sewsEa disposal,a . ReG Ea9 Of allyomissions, ne .,... .. . .. .,. � .. .... .. .. . ... ... �.. ^ : ' or lack of . -. , ,. . . .. . .. , . .. .� r. . :. . .. . . . . . . : . - detail, construction 1 - tlon is r .4`• " ui , red to W i ,P . \ accordance c . e wi e attached • ,: •.. ''. ...,,� , .. .. . . ., r,. . . . .,.. �... ache d Un t ' ... .. ., . .. a ... .. ..... .. . .. .. ... � � .:` � �'i�i' dt10a9 `:`c'� Pe and e '• � .. • ' \ I - V Cattle . . . ., . . . . .. . . , : :: re', standards .\.� =`�' unless I '� Pec ca waived \ \ _ ...y.;],„'.�,•s•'•. :"` expires 9 ears fromUJ . .. . .. . . ... , ,.. . . . . ,. . .. . . 1 ... .. - :. - IL NPravul date vale '•I; Department.This appmval by e Y e renewed. I /d l/10 W \ �fPA'}�:" S: _�fllYNflLi 11MfyI,e,A,9n Z - w r A D:u 1 P �;� �?•�:; evfew �t er \ „ I \ L WATER ER INE(!) MUST BE INSPECTED \ Y S T E M #1 BY THE p 1: \ SUFFOLK COUNTY DEPT. OF HEALTH SERVICE!. \ SEPTIC SYSTEM tI 30 cFCI'N ..A�kEii ' GAL 852-5754, 4$ HOURS IN ADVANCE (SAL SEPTIC TANK, `-cYi'� r��•".. .: ,,,,.i<{- ",.- I �: i. -< .''";'I ,.4 . . � '. ._.� ... TO SCHEDULE tN?PEC?ION 9). IQ FT DIA x 4 FT LD (ST) •,y 1� LL• �`^ - .r?� x,.,::.; I -- \ 'UE33'bME,'3tlRF'ti1,,' .NG.';� ,:' ,t{t a ; .4 \ (UBFTDIAx5FTLD � -:6 RAVEL: . t I A G ASE TRAP GT) Fes' RE ( T� \ OTE C HAN A. x 10 Fr. Hr. E 3 8 F�. DI S ( ) O 'ts; \ \ LEAD ING POOL (LP) .:'r• ; ::.,r '::> :moi" \ t by NO.of Health Services 29 \ (2) 8 FT Ax 10 FT HT (EXP) .t :'.: �------------ -------- ----� \\ EXPANSION POOL '_:...'_.'::: :e �'o \ 30 ' q " \ 30 -- --- \ \ \ \ ,_ •1 \"------------------- ------- ------------------ 1 r \ 31 Q 31 0 ------ -- ----------- ------------- ------- ---- ---------- \ XP \ LP 32 32I \ W BLE RAMP — i W Ejf ING \ o \ ST ------ _ ; VINE R oo \ to \ r GLOANGUT 60' M NIA \ \\ XP OLP \\ SLE �`' '1 ' i ! ' \ e I+ 31O i RAIN RATER ON ROOF AREA TO BE DIRECTED \ _ ' c. 1 I PITCH 1 TO UNDE`1�GROUND STORAGE TANKS. RAIN 7E - I T R \ NEW CONTOUR 1 1 I PITCH_ WATER WILL, BE USED FOR LANDSCAPE P \ \ .. .>\:::`':::` 1 ' ; ' 1 I 1 I i IRRIGATION. LEE CERTIFICATION \\ \ ''•�'''. Ni N1 Mi N MI Mi I \ I (I) 8 FT DIA x 6 'FT HT STORAGE TANKS (ST) \\ \\ EXISTING CONTOUR 1 I I 1 I 1 NEW CONTOUR - J z -313 o y� �i 4 � 1T,, L��1.''44� G'�i�� � � \v i EXISTING CONTOUR W' �wVL Of Hea¢h ' ' z i ?1344 � 'r l;i , ;:,; „, r i I \� i r O B 36�Cee1 �w + I .c W• i V4 \ I Ew E33 SLAG \ - 3 i Q f-• u >a - - -- '- I t 5Y5TEM #2 N N \\ \ w Ev+ �` v ' 32 \ -- __32-- I WASTEP�€R SYSTEM \ ,N ��E •: ._ i I 14 "r--------- - CRU HINDI 4) i I I 3 GAS�LOADI AREA X 37 r 1 ' (1) I�200 GAL, 8 FT DIA x * I\T LD (STL) RgVE __ __ _____— SETTLEMENT TANK ���, p ..: .,.... ': 1 1 1 I I r \ EXP �W UNIDO„ 6E1-DW—E— E \ \ . .. ... .. � I �'----- --- ---- -- ------------------- HT (LP) . ..,, 30 Lp � 30 � (I) 10 FT DIA x 10 FT \\ _ <':`�: ::-,:'-:"' '': I 1 ar � r LEAGHIN6 POOL \\ W Ew E RpUND TRIG \\ \\ .. . . :' �:` ,'� �-- --------- X29 -- 9 E d� --29-------------------------- N 10 FT DIA x 10 FT HT (EXP) \\ OF NE ERT LINE ,ej EXPANSION POOL SE W W— E 1.11EW UND UTILITIES \ \ v \ a r (' 2 4p, y0 --------4--------_ �$ -- r- _ _\ = c__---------------------_-e[zOVIDE WATERTIGHT MANHOLE COVER 5 �.1LSTFF� •p,F W �E�EW— E \ }..,,, - - - -- - - - - - - -- - - EACH CAST IRON COVER 25 k r` W —EWA E WATIR LINE(S') MUST BE INSPEOTED BY TXE \ ..: .:.. —_—_________ __________ __ \ ' � INSETiZS AT A 2 \\ 27 _ _�E SUFFOLK COUNITT DEPT. OF HEALTH SERVICES. W W— EW \ \ O E CALL 852.5:754, 48 HOUR! IN ADVANCE, I \ ,_ CONCRETE RETAINII4 — E,a�E TO SCHEDULE INSPECTION ! W� . \ WALL WITH 42" H RAILI`l UI \ — W— E \\ — R E O: _ _ _,_-_.,__, (] \ 0911 r , '.f, :.:•• - _ W DUMFSTER \ DRA BY: I :'::r - - - (d ENGtAS RE- - - - _ ,.�.'.' .' .1' ,.. •:: �. \ CHECKED BY: 26 NS � CRZTIE -`. \ ATE NS I 1 ''-"•��:.':'. '<. ..:.">:..'. . :::.:....: . :: :.';'' .-:,..;r..:, e'R'ny,E �'•- `.;';. :�-�:;"�':. ,:: ,•: "' I APRIL 14, 2010 4p;:'..;. ;, r:.- ., ; , :,: ''`;',r. =: �4_8r:`;,SIIRFAGINf+ I` ,. 0:�4.". ;•;'. i \\ \ SCALE: _ V. 210 1 I OVERFLOW PARKING SHEET TITLE: „ - _ 60 SPACES _ \ SITE I , I LAWN AREA x GRADING IOVER o II W'P DRAINAGE13 & LAYOUT GRAVEL-AREA, ;Wa. ' \ PLAN I I �pI SHEET NO.: I �'::.,'',�:T•? .:97219':•'� \ PARTIAL SITE PLAN \ SCALE 11 1 . 1 = 20 -0 11 SC \ \ 2 I - I I I P =2 WIND SUFFOLK CO Y DEPT. OF HEALTH ..., . .:'.. I SU U�VT EAL TURBINE : . 26 27 Rev.61212010 SCHD NIA COMMENTS DATED \ 5H612010 O GRADE LINE ELEVATION 305 FT. RETAINING 00 WALL ' MIN. 2' MAX. - LOOR DRAINS IN F EL 34.0 414-% / BUILDING T/F EL 21.0 TOP OF POOL 151MAx. \ 2 T. 6 T. BUILDING WALL GRADE LINE ELEVATION +MAX. FT. SOLID E. +2Y.4Y CLEANOUT GRADE 21.0 FT. FF EL 21.0 ' MIN. 2' . r0&RADE IE. +25,5 X RINGS GRADE PROJIGE � TOP OF POOL m eENRINS wnr�nsNr MnrswLe /4"/FT.M1N co.•ER IN05R5 nr eAeN cABr IRax I/4"/FT. 1/a"/FT. 18.Y2 FT. TOP OF POOL TOP OF POOL �S c SETTLE LEAGHING a" T. MIN /8" FT. �2 18.97 FT. GRADE 33.5 FT. LEANOVT GRADE 2Y.0 FT. SEPTIC LEAGHING 25'14 Fr. cAsr IRON OOVERS TO&RADE �C TANKNIS T NT POOL EXPAN51014 1 POOL p TANK E. +18.39 POOL + Bor OF POOL 2' IE. +19.1 E. +IE.+Y8.3 IE. +18.04 /4"/F'f. MIN + 5.14 FT. o, IE. +15.. '1 BOT OF POOL BOT OF POOL r5'MAx, ' -n G9' art. 2 55 ft. 85Y FT. GREA5E 2' MAX. _ _ _ GROUND N44TER O TRAP I9 rt. 3' MIN INLET _ _ _ _ _ _ _ _ &ROUND WATER _ IE. +28.05 n OI7n.Er - _ - _ - - - Ih WASTE WATER PROFILE FOR WINERY M1" IE +26041 + " °� F`°W h Uj SYSTEM #2, NO SCALE 940 5 _ LINE f m rweD I.IJ Uj R~PPI�BVNeNGLaNINGCnB ISN SEPTIC PROFILE FOR WINERY 9 v e Z roue A m co m TO rel,' ae 0/�/z SYSTEM #1, NO SCALE MAwnLe 20' S: TRMYIO SENPUNG LOGKIW LAST IRONSEPTIC TANK - 2000 GALLON M�•Du ® cwsePINIBI®GRAve N.T.S.SGR33 PIPE LOVH31N9ERP5 AT P1LN CAST IRON O PITO MIN. ® ® ® SEPTIC SYSTEM UG•e ® E� 9'MIN. TSP Bi.AD ;tuaaa ; z'I® ® P 'VenMLxT`sNTMANHOLEf® ® CAST IRON GONERS M0 i•DlnQ�� 5'MIN. OOz INLETBAOkPI M,T9aA1 W W TO BE GnND, n OUTLET ANB 10'DIA. G' Pr FLOA LINE •v_ io TOHFD �' ��0a / i0 '� '4 O BeARING PR Ve VLATetnGMr MANKKE 9 v 1 ELA% INSftUD AT eACN OAST IPON P BKKPI MATEfen GALT IRON COVLiG „GROUlNIDVLA'Ie¢ V AND vd SAND. 'Na'VIA, 2' z'3 -n BAONPILL MMBGAL TO SE G•MIR PeETR nm aeAN SHO,AND eaaAvs IN s�Jfl HO Gw.va g„O INLET • ->C11 1 n OUTLET TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON MINAS MIN. p41 :a m eRom+oMATee PIPE' IIMEC FLOW GIA. N.T.S. WASTE WATER SYSTEM N.T.S. WASTE WATER SYSTEM P/R4OM�RITOEN LINE , TOS 418 z TD �rAwe Y N Q• m BKKPILL N. AND TO BE G•MIN. IH STRATA 9 WASTE WATER CALCULATIONS � � °'�N �`""� MON�LITMI0 J M. o = Suffolk County Department of Health Services TYPICAL LEACHING POOL DETAIL 12 Y Approval for Comstrut'tion•Other Than Single Family N.T.S. SEPTIC SYSTEM 1, WASTE WATER PROCESSING WINE PRODUCTION AREA Reference Ho• f ID " I() - 0003 DmilaFlow 138 Y W• u WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD Uee(e) g`O 2 w TOTAL WASTE WATER PROCESSING 395 GPD These plans have been reviewed for general conformance with 8udfuik Q H• U 9 WASTE WATER PROCESSING REQUIREMENTS: Comty Department of Health Services standards, misting to water GREASE TRAP N• supply and sewage disposal. Regardless of any omissions, N.T.S. 70) WASTE WATER SYSTEM -395 GPD inconsistencies or lack of detail, construction is required to bo in SANITARY CALCULATIONS SEPTIC SYSTEM 1.SETTLEMENT TANK: 395 GPD x 2 DAYS FLOW= 790 GAL accordance with the attached permit conditions and applicable (1) 1,200 GAL SETTLEMENT TANK(STL) (8 FT DIA x 4 FT LD) Standards,unless epecifical(t•waived hy0m0epartumnt.This approval 1. ALLOWABLE DENSITY 2.LEACHING POOLS 395 GPD 11.5 SF/ GPD= 263 SF expires 3 yams from the approval date,unless extended or renewed, TOTAL ACERAGE: 39.78 ACRES (NON PLANTED VINEYARD) USE 10 FT DIA x 10 FT HT POOL (LP) q IdI I IO HYDROGEOLOGICAL ZONE: ZONE IV TEST HOLE BY MARK McDONALD !7 WATER SUPPLY: PUBLIC WATER NO SCALE GEOSCIENCE OF NE EFFECTIVE DEPTH (10 FT. DIA. X 9.67 FT. HT.)=303.6 S.F. q gnwnl Date ALLOWABLE DENSITY: 39.78 Acres x 600 GPD. = 23,868 GPD. TEST HOLE DATA(416/2010)SOUTHOLD,NEW YORK 11971 Pqe tV yo PLUS 50% EXPANSION (EXP): 10 FT DIA x 10 FT HT SITE DENSITY CALCULATION GRADE EL:26.6' S o�L.srEF� R� WINERY: iFT. DARK BROWN LOAM OL =P2 9 DRAINAGE CALCULATIONS: 1. TASTING ROOM (5 GPD/Occupant) 3 FT, BROWN SILT ML 5 GPD X 100 Occupants= 500 GPD PARKING AREA 2. OFFICE SPACE (0.06 GPD/SF) 4 FT. BROWN SILTY SAND W/20%GRAVEL SM DRY WELL AREA X RAINFALL X RUNOFF FACTOR 0.06 GPD X 1,498 SF = 89.9 GPD BROWN FINE TO COARSE SAND SW Oi 0 53 (DW) "A" 14,662 SF. X (2112 FT.) X 0.9=2,111 CU. FT. 3.WINE PRODUCTION (0.04 GPD/SF) s� RCH�` USE: (4) 8' DIAMETER x 12'HIGH POOL 0.04 GPD X 3,147 SF = 125.9 GPD (4) 8'X IT STORM DRAIN RING= 2,026 CU.FT. 4. RETAIL (0.03 GPD/SF) 23 FT. GAST II„co�ER USE: (4) 8' DIIAMETER SOLID WALL DOMES 0.03 GPD X 565 SF = 16.9 GPD NO WATER ENCOUNTERED O: 1109 TOPPERoR am eLv& (4) 8' SOLID WALL DOMESin 216 CU. FT. PROVIDED REQUIRED TOTAL SITE DENSITY FLOW=732.7 GPD DRAWN BY: NS & UT 2,242 CU. FT. > 2,111 CU.". PROJECT NOT OVER DENSITY CRUSHING / LOADING AREA SITE DATA DRY WELL AREA X RAINFALL X RUNOFF FACTOR 11. SANITARY DESIGN CHECKED BY: NS 8 (DW) "B" 3,545 SF. X (2/12 FT.) X 0.9=511 CU. FT. SEWAGE DESIGN FLOW: SCTM # 1000-35-01-24 USE: (2) S' DIAMETER x 6'HIGH POOL PROPERTY: 825 Route 25 DATE:APRIL 14, 2010 (2)8`X 6' STORM DRAIN RING= 507 CU. FT. WINERY: Greenport, NY 11944 USE: (2) 8' DIAMETER SOLID WALL DOMES 1. TASTING ROOM (5 GPD+2.5 s = 750 GPD/Occupant) &ata RIS (2) B' SOLID WALL DOMES:z 108 CU.FT. 7.5 GPD X 100 Occupants = 750 GPD OWNER: PeOI Boo Realty Associates, LLC SCALE: NO SCALE PROVIOED REQUIRED 2. OFFICE SPACE (0.06 GPD/5F) 615 CU. FT. > 511 CU.FT. 0.06 GPD X 1,498 SF =89.9 GPD Greenport, NY 11944 SHEET TITLE: 3.WINE PRODUCTION (0.04 GPD/SF) TOTAL ROOF STRUCTURE SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. RAIN WATER ON ROOF AREA TO BE DIRECTED TO 0.04 GPD X 3,147 SF - 125.9 GPD UNDERGROUND STORAGE TANKS. RAIN WATER WILL BE USED 4. RETAIL (0.03 GPD/SF) VINEYARD: 895,158 SF = 20.55 AC DETAILS/ FOR LANDSCAPE IRRIGATION. LEED CERTIFICATION 0.03 GPD X 565 SF = 16.9 GPD NON PLANTED: 1,732,817= 39.78 AC eo•wre X RAINFALL SEWAGE FLOW =982.7GPD CALCULATION STORAGE AREA TANK 3,803 A X RAINFALL LL =609 CU.Ff. TOTAL SITE SEWAGE FLOW= 982.7 GPD ZONING: R-80 FLOOD: (TK) "C" USE: (2) B' DIAMETER x V HIGH POOL (2) 8'X 6' SOLID WALL RING= 507 CU.FT. III. SANITARY SYSTEM REQUIREMENTS ZONE Zone "X" USE: (2) B' DIAMETER SOLID WALL DOMES SEPTIC SYSTEM -982.7 GPD SURVEYOR: Peconic Surveyors TYPICAL CLEAN OUT DETAIL (2) 8'SOLID WALL DOMES= 1Q0�8 CCU.FT. 1.SEPTIC TANK(ST): 982.7 GPD x 2 DAY FLOW in 1,965A GAL 1230 Traveler St. SHEET NO: N.T.S. 6 1 CU. FT. > RE€63CtTFT. USE MINIMUM: 2,000 GAL SEPTIC TANK (10 FT DIA x 4 IFT LD) Southold, NY 11971 2. ROAD ENTRY / CURB CUT AREA TRAP (GT) USE MIN DRY WELL AREA X RAINFALL X RUNOFF FACTOR USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE N0.49618 (DW) "D" 1,576 SF. X (2112 FT.) X 0.9=237 CU.FT. &LEACHING POOLS ( LP ): 982.711.5 S.F./GPD= 655.1 S.F. DATED:1993 w/ Update P = USE: (1) V DIAMETERx V HIGH POOL USE MINIMUM (3 -8 FT. DIA.X 10 FT. HT.) OCTOBER 21, 2009 S5 (1) 8'X 6' STORM DRAIN RING in 253 CU.FT. EFFECTIVE DEPTH ( 3 .8 FT. DIA. X 9.67 FT. HT.) is 725.25 S.F. VINEYARD USE: (1) B' DIAMETER SOLID WALL DOMES PLUS 50% EXPANSION (EXP): 2 -8 FT DIA All FT HT (1) 8' SOLID WALL DOMES is 64 CU.FT. PROVIDED REQUIRED 307 CU. FT. > 237 CU.FT. SUFFOLK COUNTY DEPT. OF HEALTH SURVEY OF PROPERTY FOR J.M REALTY CO. AT GREENPORT TOWN OF SOUTHOLD N SUFFOLK COUNTY, N. Y. 1000-35-01-24 SCALE. 1'=100' APRIL 24 1994 OCTOBER 21, 2009 (LOCATED NNEYARD) JUNE 13, 2012 1WNID TUROM 48 Z7"E SB 37.96' f N79'1426.E N6765.93 104__ S009 N618I A 9 2 ! w 15yP \ y000 �p0�ry0 0 yy1ga�'• \\ 0 N82'15'12' 96 1.73_:_ eo \ o dy �� +1F di \ �Z 0 "E G1 03, Ng ok j1 90 Zjoi Bu-c- BE010E / \ NI 00 \ 14I55f100 o 1, NI°I VINEYARD 376.40' BERG / \ s76 30'30"W VINEYARD NI°�E N x\ OW°Z LA IF s �* Nou,�° VINEYARD \ �pN \ y \ \\ \\ \\ \\ \\ NI RIS VINEYARD VINEYARD \ \ \ \ 5KRE�0 NIOI�B \ - 410111/ �NRR6 IR�y 4 �o VIN£YARO N \ / 11 4 IA01�pN0E NI�I�1R 60030W REp�f( ��0 �N VINEYARD \ \\\ \\ \\ \ 0 - 0 0N>o \ s76•°9 20 11 ROUTE 25) i 246.26 (N.Y N sj575 p0 W ROAD c� 564 CERTIFIED TO.• d 4�°FWE�y JEM REALTY CO. ,1p �O�\s,Nj•MET2. t1 .4 lb t 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION CONIC fYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCARON LAW. (631) 765-5020 FAX (631) 765-1797 AREA-59.3758 ACRES EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA7701VS P.O. BOX 909 TO TIE LINES HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 94-108 S.C.D.H.S. REFERENCE NUMBER C-10-10-003 FEB 2 2 2013 eih� o�r1 i _ muon�m :;omarn n SURVEY OF PROPERTY FOR JM REALTY CO. AT GREENPORT N TOWN OF SOUTHOLD SEPTIC SYSTEM SUFFOLK COUNTY, N. Y. MEASUREMENTS 1000-35-01-24 A B SCALE: P--100' ST 42.5 84.5 B C APRIL 28, 1994 OCTOBER 21, 2009 LP1 LOCATED VINEYARD 97.5 134.5 S L 23.5 23.5 JUNE 28, 2011 (UPDATE) ) LP2 109 137 LP5 32.5 32.5 AUGUST 22, 2011 OUNDA 777ON LOC.) LP3 101.5 121.5 JANUARY 29, 2013 (FINAL) LP4 126.5 148.5 GT 48 74.5 r� S8633'15E N7974'12,, N61.5.93 ---—-------6' 104.26 1rE s0��U N6 Z 1 k9 0111,119 �. 0 v , a� I 1 N5\�9 p0• ' �� d� r482-15'12'Er482-15'12'Eo� 1.73 00 O9 p n 1� Z 312, 1 03.E i 1469' 76;.�''� c+ N N C .3 O jW (d I C Z BAR AI x/ � pR RCA No ,x�k sl 1 01 � V /%/ •MND vF>L eos�`f" > PATO NI° KREg5 o4c x/x/%/ ° cs c�pEis slBE °KER ot 00 NI°SF �2 \ \ \ \ \\*\ W ER x\ \. x\ \ oIF U x NI 1Uo \ \ x JP55 AS \ANEYARD \ x�}� jE,'R MBEµF ° \\\\ �NEYARD x\ gEE pONigN 376.40 s 76'30.3°"W NI°I� \\ VINEYARD 014 x x \ \ NI°If MMP \�\ �%\\ i x \ x p0/0o5 /000/0 0 \\\\ x\ VINEYARD \\7x\\ NpORR1 \ \ \\ \\ VINEYARD \\\ \\ 2 \ \ \ \ \ x N RPF — / W x ?£ VINEYARD N/0 14/ B x\ \ \ �B � *� i%�+�%/x 3a9 NI°y r�°1N x�x m VNEYARD \ OtO N/, 30 -\,c 11 £ x \\� �NEYARD \ N 5114oiA 566.00 '( RBP�tY � ohm 40 a.1 f GRE�P� Top. "�x�\\\ \\� NI°I WATER NES 329.44' An �s7ab9'20"W S g0U'fE Zr)) \ 246.2 °°"W a (Id•Y• o to 57515 gOAD 56a' +/ �.41N CERTIFIED TO: ! JEMCO REALTY ASSOCIATES LLC k FARM CREDIT EAST, ACA 4 FIDELITY NATIONAL TITLE INSURANCE COMPANY r —x—=DEER FENCE ■ =MONUMENTdwxl : C. NO. 49618 ANY ALTERAPON OR ADD177ON TO THIS SURVEY ISA VIOLATION 1PECONIC VWEYORS, P.C. AREA=59.3758 ACRES OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBOMSION 2, ALL CERTIFICATIONS (631 765-5020 FAX (631) 765-1797 TO TIE LINES HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 94-108 S.C.D.H.S. REFERENCE NUMBER C-10-10-003 �. RECE o! MAR 2 9 211.'IJ r o v SUFF.CO. HEALTH SERVICES 0FFICE OF U W. S"i Irl'c;iV Yt ;�RFiti. .. •:Iii m�V SURVEY OF PROPERTY ! FOR J.M REALTY CO. I AT GREENPORT TOWN OF SUFFOLK COUNTY, LD N. Y, SEPTIC SYSTEM .� <� -: MEASUREMENTS ! 1000-35-01-24 ;+ SCALE: 1'=100' A B n APRIL 28, 1994 ST 42.5 84.5 B C k 'a5 I ❑ OCTOBER 2T, 2009 (LOCATED VINEYARD) LP1 109 134.5 STL 23. 23.5 JUNE 28, 2011 (UPDATE) LP2 109 137 LP5 32.5 32.5 _ �""'��....,.. AUGUST 22, 2011 (FOUNDATION LOC.) LP3 101.5 121.5 JANUARY 29, 2013 (FINAL) 1P4 126.5 148.5 MARCH 15, 2013 (ADDITIONAL NOTES & ELECTRIC SERVICE) GT 48 74.5 N67.5 S86 33'1E N7914112, E 6 6' .26 AN n� N 60,00 N6 Z8I voo 0 1 h2 Api' N82y5'12"E ' 0 1.73 g0 m nx 09. o 0 p3;E i N6 23176 y N 0 N Ft. QNC��O\NO BPs6MEN•(1 P, 8,514 x� p,RE x�x OOR x� o GROSSSO AN RCA 00 fc%k / �N xix�x x ce. °e' PAS° •\ �:� cA OIF Y,05, BRCK6 B/ xixix�x/xX—x—x x 0.cAP �vNce�ac.5. OIF x x�z \ x NI \�\ m V \\\ \\ \\ \\ \\ VINEYARD VIBE G \ \\ \\ \\ VINEYARD 376-40' / ' \ 576'30 30"W VINEYARD NIclPRR� M �� NIDI MFP� VINEYARD ND x\\�\\\ \\\\\\\\ VINEYARD \\ \\ \\ \\ 14 jo� VINEYARD _ �\ \ \ e OI' 0 1� PVINERE +� ix�x/x/ 3a9 47 y�i 3 vARDat 00 \\ \\\\ \, \ M / pNOER pIF W 01,C U f \\ VINEYARD \• Np1Y `\ MN \\ \ gENPp N� cwF� �9s \\ \ GPR�s \ NIpIF 0FE R / ZN \\\ \' \• rnl��f+N 4 \ 00 \\ 329.26 57609' 0"W RO E 246.26' °aW e 2 04.Y.s. UT 575.15'00"W ROAD 0 N 564, 3E OF NF_GY CERTIFIED TO: �4P TME , yOA. ✓EMCO REALTY ASSOC/AYES LLCFARM CREDIT CREDIT EAST, ACA vol o A FIDELITY NATIONAL TITLE INSURANCE COMPANY ",o Cy. � 61C� —.�=DEER FENCE :a0.49P S+J� ■ =MONUMENT - N. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON ECONIC 9` UEYORS, P.C. AREA=59.3758 ACRES OF SEC TON 72090E THE NEW YORK STATE EDUCA ALL ON LAW. 631 76 -5020 FAX 6 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFlCA710NS ( ) ( 31) 765-1797 TO TIE LINES HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX --- TO MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 94-101 ,WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 CJ REVISED:DEC.I.MID REVISIONS AS PER PLANNING RCARD 35 LETTER DATED 11N3010-KRIMMNSER REARED:OEC.M.=0 REVISED:JAN.11,3011-DRAINAOEMNALP 130 35 / / i 1125 I SOUND 25 IN NT OLD III IIII I < <z o0 mom\ TOWOF SOUrq 11111111 I i' z � an\ caro I zT mem 20 128b.77' 11.111, SOUND ROAD \ II I I 5b I , I III I I Illln 1 1 n o a\ o mv\ N27'33'20 \ yz �/ no gaol �\ � 1548.67 � \ I IIII II I rn m� LU zi W�\ Z III I / N27'47�3(y OUi r�, O _ I \ I 1, I 1 w�,• , III a l O A EXISTING LkM \\ `P I Z NSD/F Q i KONTOKOSTA 'IInnl O I O 1 EwsnNGuwx I5 \ -pill �^� I Z o I \\ alll O �.m I LV _ SII W vvvI Ix - - - - - - �6-0a� \1sfiz6' 20 \\ �Q �p , 7 N�30' � - , 1 M 11 \ N Ck LONG � 1 20 \ _ ISLAND OP N \ Np11.EYR D W ms GRAVELpdrvEV+AY \�- � / � +A A\V A �\V SOUND C= I L \\ \ O \\ I I NOTE:FUTURE BEACH ACCESS LOCATION TO BE DETERMINED ENS I IN FIELD. DEC AND TRUSTEES DC Z E RGE EM ACCES aAxrtARr \ U}V� APPROVAL REQUIRED NOTE: � A NO STUCTURES OR SIGNS WITH 75' AS SHOWN ON AP RO ED SITE PF NY STATE ROE 25PLAN AeE\ _PEON I TERRI 111 II y m EXCEPT AGRICULTURAL FENCING TU'd GATE — 1 AROUPO --_ D TWIN FD E 1 'Sw" J __ 3TiN w — AaiarenAim' W J• V, i 1 rr EXIT MAIN EN / t E`rARB w � . — w e I I 1 �i :J W• rc W• a " — OVERFLOW OR — s 10 3' o \\ I PARKING OVERFLOW \\ , % N w `i' aoo Ao SPAKcEs _az�PAees— '3 w ` pEER h 120'X 0TUFUNNE — I EXISTING LAWN (v Q1 L-- —� \ / 0 tvwOrl RPZ w i ��— 15 \ / 1 3.5 10 15/ Ig3 . � 0 I _ I / I I Ci / Of NIEVV)" AT SOUTHOLD INC- L,srE �°R�- I 50'163NIOIFpECONIC LANDING / DEER FENCING 0179 1 U~ P PKDI 25 0911 SITE DATA wN \ NS LOCATION MAP � � / S2134'40"E 410.00' 35 I �! I DRAWN BY: 982.8725 NS SCTM # 1000-35-01-24 S21'05'30"E NOTE. 50 30 PROPERTY: 825 Route 25 ALL ANVpApREAWXEMREEMPROV V1!DF FROM 25 5 CHECKED BY:NS Greenport, NY 11944 wIROiTRNTHENATURALBUFFERAARDEA N/0/F PECONIC LANDING AT SOUTHOLD INC. BOWNERRESERVES THE RIGHT TO LOCATE DATE' APRIL14, 2010 PO BO OWNER: Je Greenport, NY 11944 Box 67 Realty Associates, LLC OR TURAL FENCING WITHIN THE NATURAL q1 ' T � BUFFER IN THE FUTURE AS REQUIRED) 1 y ti�1\ TOTAL 2 SCALE. SITE AREA: 2,627,975 SQ. FT. as 60.33 AC. TY.LUNDL SIGNEO,FU SUAERESUL IX)NOPTOVNCOLOATEDON F ITL 100'-D" - - - - 100-351(I)AC10�10LROGHS THAT TSL CONDmON90P THL STTL PLW _ OVERALL SITE PLAN R " SE FSRIN M'fNERPSDLV NN OP APPROVALDAT50 SHEET TITLE: _ _ �,�J9,�ARE ACCEPTBD.ISSE COND07DiJS ON BESOLUt10N) NON PLANTED: 19732,817= C 39.78 ACSCALE 1"=100' LPAR TNAML h ILA lR 1 � �� OVERALL � SITE PLAN '� ZONING: R-80 ' _ =6RAVyDMVMA,Y(WrROW AUTHOR26DSIGNA RB TIDE DATE FLOOD: Zone "X" �E DMVIEP Y swALe PITOFED TO SVI ZONE rt OOF SPtALE WITH TOPSOIL AND PROVED By SURVEYOR: Peconic Surveyors PLANTED WITH WILD PLDY�RS AND NATIVE .,.yh WNpRSO OI.D LANNe1G DOAtID 17 1230 Traveler St. Southold, NY 11971 DRAINAGE SAALE AT EDGE OP NIEW RIVBYAY AUTxoR zeo sICNATLwE TRlB PATE p = DPITCHED TO LOW POINT ON PROPERTY NOTE:The Approved site development plan shall he valid for SHEET NO.: LICENCE NO. 49618 itpeSiod ofthree(3)years from the date of approval lM per DATED:1993 w/ update code section 100-255. OCTOBER 21, 2009 VINEYARD T LOCATION OP crr;rK DAMS PROVIDE e' NEWDRIVEWAY SECTION NIGH GRAVEL. IG' - 24' NICE ABOVE IS P 1 SOIL of SwALE aoPN TO POLL DRAItED TOWN OF SOUTHOLD SITE PLAN APPROVAL 2$ 26 7 28 _ _ REVISED: 2�- 301------ .;: �'- Dec 3, 2010 Dec 22, 2010 ` PARKING CALCULATIONSJAN. 19, 2011 *Y':jl.rii•?v;`. :�:i.:'.',.; , .;:-Y:'�%i°i,l: •` ;',�`�1'''q''�'�'�':'�:". L"Ht"..[^.�k."(:::;1:;`•;:.4 \ v, , -,. ,.._. .:.... ; y-., '> . ..•,•;';.; ,:,';;:�_. BASEMENT FLOOR AREA: 3,349 SF s k, n i�` -- .. .:: ,: , � ;� ...:: ^.. ^..�..;.:, .,,.;;, ;:,.. FIRST FLOOR AREA: NG . .. , . ..- ::.av'� : „: - �`v;',`^:' ,349 SF Pt. 3 . �- ,..�... ..,. � - ^ _„,.., •'; = WEST MEZZANINE: 823 SF SECOND FLOOR AREA: EAST MEZZANINE. 898 SF i 4 •t- �-r-+-:.•:.< -_ 'e fi�-��aa�::° TOTAL: 19 SF . .. . . . . . . ...... .. .. ..:. �. .. . .. .:..:.... � ' :�`:'a�--.� :v:."�".;:•,:...,. Y.rl:�. .-„•<�?.<` I . .,. . .. 1 ...... .. . . . ....:•: . ..... .. :. . ..< . .. . -: � PARKING REQUIRED - 1 SPACE 1200 SF =; ,. .: .. '. ..-•. .... . .: . . . . ...,:. : .... .':: ,.a.:. ::.......: I ,-:F�Tl�i•:.:r;,;; �pj,�” ',:'�. ';,.'; PARKING PROVIDED - 42 SPACES ,. ,. :.. .. . .: . . . .. ... .. . . . .. . ... .. .. _ . , a ... _ . ...: I .:uP,tk�.1/ir, RA:::'. ':'';t1'�:':',:,. :'�":�:^`':�:"�-�'"'r.''•i' . d"" �{�I• OVERFLOW PARKING (350 SF/SPA CE) '. GRAVEL AREA - 36 SPACES I •Y ;4�'::.rr.�';• LAWN AREA - 60 SPACES - . . : . ,. . .. , , . ,. L D .- .. . __ .. 1 ;:,::• ^. :�i :+.r.. :. I TOTAL. 96 SPACES ,., . .. .. .. ... FAV I , I 1 4' _ : ': '.., z I Lu , _ \ 1 LLy may. 1 7I a W _ I W NE 6E SWALE AT EDGE , . .. .;,`.'t .,:•s"Y�:'� .�filu _ ED k OINT ON \ ` j . .i•? . r e:�:;'@o-'f.^`+{h �:., .$•, c'.;,,�,'„',[xtTS: . ,. .li{CSH`(. : . . .• r�.. " .. ;. �� DRI VENLAY PITCH '"-' • '.< r':; ; : I PROPER \ .."... - T I : , aj .4qu?Ry l" < ` I r.„ 't +' 30 \ (1) 2,600 GAL SEPTIC, TANK, "faBhtiEL ^ : - i.,'; - •�'` 1 \ \ ID h'+T DIA x 4 FT LD (ST) - \ \ (I) 8 FT �jIA x 5 T LD 29 F � ;.�, :";i� ..7,:i '�� ;(�'>� �~\•^^ •' \ GRE TRAP (6T) ..: -.- a<; (5) 8 FT. DILA. X 9 FT. HT. I •:..•,;::`: • '�o . \ 30 i " \' 30 1 \ LEACHING POOL (LP) \ \ (2) B FT DIA k 9 FT HT (EXP) I :' ..: ,- 1 ---_ --------------------rtr ------- ---\ -31--- ------- `�. \\\ EXPANSION\POOL I ' W�^ \ `` I W 33 3 \\ 0 4P I I 1 --- ' '. 33 BLE RAMP INC, \ VINE Y \ LP \ STn - 1 1 1 1 p� O C x6" \ O � 1 ' Bx I \ xp \ \ GTS ,,.: .: .. . TESTII \ HOLE , r;,.':\'; ;� ,, I i I 1 \ RAIN RATER ON ROOF AREA TO BE DIRECTED \ \ JJII•• �Q r PI9GH + 31'o I TO UNDE�6ROUND STORAGE TANKS. RAIN \ \\ NEW CONTOUR I ., .\' ',;� ' ' I PITGH_ I WATER WIL4 BE USED FOR LANDSCAPE �•;,, I 1 1 I F I IRRIGATION. L-qD CERTIFICATION \\ \ I \"''. Ni n1 a�ii �I Mi e \ I (U 8 FT DIA x 6 'FT HT STORAGE TANKS (5T) - \ OVERFLOW WILL BE-WIRECTED TO SAME SIZE yl Z• \\ \\ EXI5TIN6 CONTOURi ' I ' i ' ' I v i I DRYWELLS �� \\ NEW CONTOUR N Q• m \ ••�� ::"{�l' 1 I 1 1 1 I I I j\ I _3 161 _j. G rc 8 \\ \\ I I I I 9 2 MI MI m: \ �I GPWI i I i si; S ;'j I ;i S s; ; ftj1 ! j i \\ EXISTING CONTOUR 7 ;3 w- a �Eue r CLAB : i I \ ' \ Q F-• u i3 1 1 — 33 -- - -- \ o --- -- -3 ' I I 1NPSTE WATER SYSTEM CR HO -- -'32-- I I ( (1) 1,20 GAL;8'F'FRIA x 4 FT LD (STL) \ I :,::..,<..`,.•.;: 1 1 4 i0 / 1 i Lo1 AREA SETTLEMENT TANK ` 31 m 31 ____ __ _____— (1) 10 FT DIA x 10 FT HT (LFP ppUNO DE \ �E \ �.\ EXP O \ % 1 LEACHING POOL uwv[� oW w w� }N 54" SEI. E \ I '.::>.,... :•. `.. ":'.: i 1 �'----- -- ----1g* LP \\ -- --30--------------' N 10 FT DIA x 10 FT HT (EXP) \\ ,µ �W E ��-- -----------------rt—J' •;'::: •., ._, 1 EXPANSION POOL \ 1 29 . 20,14 DRAIN 29 \ NIEWfl RILIwT1IEW`l LIQ \ \ \ ;;;,, ,, `` ��,'-- \ \ -a,f----- ' PROVIDE WATERTIGHT MANHOLE COVER\ 2Gop NEW ya \ ` :':' ''.,. ::.: --------- ---7 p- - O 7_ AT EACH CAST IRON COVER e� �.srE 'Q�r w� \ \ }-----' 28 �0 ? , `- --- __---------------------------INSERTS 2 5 l F W �EW� E I 25 — -- — �9y W —E — I ----- X - ----------------------- — 2 W Q E _ W_�EW� I \ i\ CONCRETE RETAINIF �—p` � ,N �E E I \ I \ :. .:.:•;'_::<. WALL AITH 42" H RAILING 1 Z O — 1) 0911 0 LIT OVERFLEW PARKING ',;. `:.:,' I 60 SPACES '` , , _ _ ____ __ \`X \ CHECKED BY; C?:.:? :.: '.'. ,: ----------- - 2-- - ------ \ \ NS I LAWN At EA DATE: '. e 2S4.:...:. x a \\ .•.�..:.r::."'.�:'�:..:... . : .. ��: •.: .-:,. :-..;: .:.;':.:...�, � .• ..;.:; . "a�.vPL'sl'IRF ' Irib:..',,.. :...`,:. r:'. ,-: ,.� I APRIL 14r2070 \ .. •.;:.i' ti: ..'.:., :' D iq,n: i \\ \ SCALE: 2 V. =20X0„ 1 5 \ ... ,:� �.:.. ..�,� . , ':.<•'.` 1 \ Q SHEET TITLE: I 1 F , r _ I 1 \ ,., .. . r . — � SITE Y GRADING I ' x :;:' ' \ PR�V DRAINAGE NBON") \ \ & LAYOUT - ,r a �t \ P LA D • I'fGFf n. L \ \ s T H O PLAN uM� I o f \ O t� �';PVT'C,tl'`:.'.`�. ....tl�-� �:.:25rP�': '� dE�-2�5.E:;�;��''•.'':�,''.'�:''. `O �: TGF�".�5.`P':., .. I,,��: o N I „l \ S E V` D A -I SHEET NO.:}� — — .S' I v PARTIAL SI PLAN P • — 201-011 Pio z;��:•: \ . 1 SCALE :.;. 've AR �_ .r ..r.... _:: _ `:r:.•:: : ............ . .. ..: .. : -:,bay. • ,. .,..: . > TOWN F SOU�J•IOLD SP =2 o 0 IND � \I SITE PLAN APPROVAL zs z� TURBINE yn�{ RESUBMITTAL JAN. 19, 2011 - _4 Hedge, Red THIS Dogwood (NO REVISIONS) G �r:y:�i• P :rr. i LEED CERIFICATION STANDARDS _v- .:ry`at•?�;.y.Y'-:'`_.�-^!e':.s-'}1•c�.. - _...'<'<',:'+:.-�_s`f.-"��'�.. 's J�;i tr n'y:.r '�'t'.yw 5 • -S'' -ci ;. :aa , ,"y n--Vif-a+ �,nxa VI - "'~`h' '3J•1'h�-" -�J�f` ";rx�„yFv��e.[„ •�., • •,'!-•,�,(, r+�C�c{r,�,�?5'Ka:t.��x.. Y,G�.. Waker Elflelenk Landeennlna No Potable Ueegr y ^�`i"-'=:n`_i,?•'- . ?w�:>•s 5...;:�'� Use Ionly ap r Polak) - •`.,: x._r^=-i:�s:•s %i-'p.. �: _••,.•i•? `�. :•<•:r:[['L lax` \,• l,J'•: -�;rAY.��;`•,'- _ s• ::rf,,:r•.c --'. •syya. Uee nate captured rain or recycled site waker io - aRAY.PI•': ••^. .s r..J-,:. ti �5 •v.•.-, eliminate K r'i, •: e: s :� . I all potable waker use for site Irrigation -> . ` �^k`•' �.. -.,• i-. vim•' POLE LIGHTS 'IOW ��i,S71)REAZIflyS �f_. :r,: - - :,V;'s � n ,�1. ',i!•? - �:"`•'•.•-: - (exce t for Initial wakerl to establish plants). �a1nnT"'cr."">" .�.�'yz'r' -f ` „< > =r. <r'k` . P n9 P � ..., gr` BEGA H s. LL MH , N•• ti•ve:, .y._. } S . ..• :. - :.-. +•.�:: -.' � ',.:.',i: -•.. -:s?=:.i,- rr'.t.�`z., r>.�;eF�''-�. _ � - w .. �.rDUSK TILL IO PM, TYPICAL --• - . .- � - ..�:-*-_'-:: � �..-.-���':• '� � -�'`f:'-�'^ _ ,i Perform a Boll/climate analysis to determine -•-• "� .:"0-- ' .. .: -- FF:L appropriate Igndee a as and deal n the 's'-. _ +''+aH--""r ti<•.-+F�-'+s ;xs :+kr' �J 4aP 99 • ;'i �:�"_ - •Y• a Vi'-ati'-.=;• -.q ?"•y:.,..- :•s<,-Y"�+•"";_- -{:�a - 1:•-`' ellminaeP•Irrl Rhkion 9renouulrsePm teannktee.kConsider e ue In .. -_ <. - ..... ._- .. -• . . ,. . - . . : :. . •.-... .:. .y _ . ..'.a _ ,c . , .. Jeknrmwaker and/or grogNater for Iml eklo n. S. - .. J '^Y- ""i< i of . -0,"`- ". t!'-YYt•.`,'•r.- vl. a F:. x.: ' _ <.>•i : ali:'.'.•i%5::cp':�e':_- - ::::o-4�.r .,,:.+iy� +-.1_ :.� ,•[rT` - - ''-::.>':- . ''__ =:;;-'•-. '':= ' `� _ _ . .� , _ .�. e�; PLANT LIST (Native Plants rXII :ir4 -- . ... . ,. ., , . . _ . .... ..... .- . _. < :.. . .._. .. -. ':E-�+ :rx:�Y r. � Trees -:: ....- : .. .^: .. ..: . _ . . . . .... ,_. ,. -. , - , _. .. _ .p2}::;_:!•.+, :fir . . »r�i _ as - Deciduous Sr MON TURF) .... .- .r . , n. ..:.'.` _ •`y!5 -` -ia.s5 ,•:�,'.b•„y; ;<r,�:..3• River _ ,y+-, y . s•�•,,5,_ >L"-_f �-ya•i . ”?"-J.,:=L.'-,i.%':�s`•,-.• r.".. Motula Eastern Redhud, Co rgis eanadenele .- .- ,.... t .. .- -. : . ... .... ........ ... .. - ., y •-�iir4 - :Jr_ :5.5•" aY a :+n -Y� .rt"SS -,.. .:. , .• ,,. .. •. .. . .> .: .. ..... . a. .. .. ....T' _ •{ PFJ_,..,-_�• �Y . �_,:rbr M1 . . . .. , .. . .... .._ .. . . . . .., . ,. -'...i:•!' _ _ . w=t White Ash, Fraxlnue americana Sr al,t ` Y . . . -, .,. . . .- ... .. .. .. .. +�. - - - !•' .z i . .. .... < .: - , . .-': • ''{i . •- n = _ • y Green Ash, Fraxlne arm Ivanlca.. -loweringDogwood, Cornus llorlda{� .yt ... .'.<. ...::.'._.>q,'.... :._:.. . . :...:•'::: - ':,: r _ ^ri{.=^•-�:Y.-:.a+-:-'�h.r(q_"si:\.l^.,'•5^,..'=i"e�:.:+.`x]�-..,'•3'<v_e'=ma;r�.x<.-.•:>:,h??.-%Y•'w.�,::..?_2•_;'•�,,Y[";�!.<A,wr,fr, ,.a- �. ?e�+y.r•`r''r•-•-vr�te�.r[.,„,�.-,r.'....'Tl,<.' 'YiR-;,ar_'cep.�'.�_,e-Y.: :�;'ttfkx�-1<''_sy�.'•.Y.•ri,r.'.,.”%:_yF'd.,_'1.•_izi1 o-.:_;^-••--:-.s"<t"_;mo.i--=Hrw,,'••;.'.-"�!..Y..;e:+5::_-.-„�<°�.. �. s-+stz!.t+Y•�- Evergreenroan T rea . - , '°5. , POLE LIGHTS "OW Eastern Arborvitae, Ths ula oc alden ka Ile Weekern Arborvitae, Thuja Ila BEA 8141 MH Amerlqan Hale. Ilex o ua.i UJ TILL 10 PM TYPICAL r WEan Re dor, Jmlperu virgin��.” Mite Spruce, Pleglauca Colorado Spruce, Plcea pungero M1 �tv:• _Je\ .,:i:`tea..• _ r+. dL x Deciduous Shrubs `: "-.:': , -Js?r+•.+; ?s"-x3s:.1~�'W•>y.,. -r t. �+r < -a`r: .��.yfty„�f..y_. : ':l;!;rN Green Aah5tgds Tree, Red THIS Dogwood, Cornus sorlaaa ue clue "`�•s : v'„'r.-''a+'='• �s u: `=: {.j':ry,>-• .- Oakleangea 0.hydrangea, Hydrarclfolla — . : Yl•µ .:.. r i��-.�;�; . �-i ` ice;. ,�•�.-lt� . y:,,_ auah Glnn uelall, Pokenkllla frutleoaa ""i ,. +-',•lij'�:5� y.„r!` ��. _ „� i�.�_ :h" Beach Plum, Prunus marlkMa • ? „5 ,� y"�,�-c4•_-•,,,[:p- : _ �` ,5., •'-y Bayberry Myrica vanlr,'t`" - .ti'>x,�'dr:r�d;�' .',:,rr�;_``.t�'^''i' kir•^'r'` '-�,'ti�'3w'i� '.�: ..is ,Y Lnwbueh Blueberry,. VacVacelnlum pallidum — ,-.::.:sem � ��F a*r�'.:•<, .Y•'_it,:sa`�-Y_" , ..,.:-i.Y� :�%.1�='t�•.",:rYtw•J."i\-?�'f >%'76i�A-• .'_ Y`,s..w - ,ii����� .+=:c<.•5_:•:. '�Ser�t[ HlghWh Blueberry, Vaccinum, egrymbaaum A �.` A (,' - I q�.�n.�.+: �e+ds :1.i'z' q:•-�i PATH LIGHTS,50W Wltehhaze 1, Hnmamella vl mlana • • • • • • • V�lN.jr may: '•'. i:_, +--r. : :�—y 5552 • • '_� :_-' '.-i A >'T''c4�i:�?y"Y�_-+•y•`,, .•y.ir. -€:- f>, -_.•.cSy=: y m , "R,'X•. ON As REQUIRED Evergreen Shrubs • ' ' `:`�i'F``'<`'>�r�`f.S'G"s, F'. +C�i, Y-sX+w':jaK.`';•�..t•Y^+, } v•.N'*`�.•s a • A • • C • ,:`':': ' '- %' .;:.lY•ri1 r.^iyr•.,s` ;,yp` ._.,-._t.Y.. r X35; :if:.y O I�L _ /� rl :}tam - n:, ,,w:L ic'L^c - <.�`Y.:"ni:.s�j,!t :,�, _,v-. +, .S'�y'k'V,•r_ Inkbarry, Ilex glabra — B t � \ Q - ti Planking Bsd� Mountain Laurol, Kalmla laklfolla • B f9 B LJ �� +s}.z E neclduoue Shrubs UQ • C • • A • rf� Small Tree, :". braeeEve sesn Shrubs Native Ornamental brasses B •, U0 • Emyr.n Redud perennials Broom Sedge, Andrnpogon vlrglnlcue r Virginia Wlld Rye, Elymus vlrglnlcue Small hoe, {� yk111k11y1 %•I�i Pu le Love Grow, Er raekle a eckabllle 1� A Eastern Redbud Pp q9 P • EXISTING `.. '� _ Swlkch Panic in,Gross,ft Pa icumhyrlu vlrgaYum O LAWN >' r - planting Bed: ;• WALKWAY LIGHTS,50W, Yields Blusetn G ss, Sargh m acoparlum a MON TURF) PATH 5bk1 Dergreen Shrubs , I �A 31.E Yellow Indian 6rgee, Sarghaakrum nukane Z A, Evergreen Shrubs , r i .:. ON AS REQUIRED W ON R,b-QIjIREP +; " 5raeeee { Turf brass (Lawn) IGHTS, L MOUNTED G WALL MOO�NT "D" WALL M Pe enmgle Hedge: Red THIS Dogwood Drought Tough Nr! base Sanded Lawn W 2 rw cF, BE6A RAMP STEP HTS F GHTS, ' - ' : ,^„•' ',•�--i`a-r�-'• t.- Non Irrigated,Non Fertilized IH 5000K OF, BE6A 2920P, 9W GF, BE6A 2915P 950W, BE6A T ::c .. , A e is5/4", B • 4 1,250 525 OK I 9000K --r ''•:'+i'-j_� __----- Lar • Graee•e - - '<' Exlstln Lawn (Non Turf) n --------ir, .,L._- - 9_ u u n 5', G e 4" A - 10", B a 4", G v . , - , \ _, ..:.+.-_'-+r :'` - -- ---------- ; Exlsking Lawn 5 Is _ Large brasses r� ;'' Nan Irrigated,Nan Ferklllzed Planking Bad: ?n ••� • •� Declduous Shrubs ,.f,�• Pinking Bed, Evergreen Shrubs "r '^ •'irr - (Deer Reslekorw Deciduous Shrubs , -- brasses Evergreen Shrubs ,� - brasses l B' A F __ Perernlale LAS STEP LIGHTS,9W, t • ' I ON AS REQUIRED Is A e B • � o • 8 - - PATH LIGHTS,50K I oO BE&A 6652 PATH LIGHTS,SOW, C - ON AS REQUIRED E I E BESA 6052 LAYVhI • • { ":4. . ON AS REQUIRED • JJ, t �✓/1 I D I C Z STEP LIGHTS, 9W, • BEGA 2-115P }.%::: ' - 'a•u'yf,•`, ON A5 REQUIRED U) Q` m E PA F LIGHTS, NG AREA GADE WALL \'- ? =: Plading Bed, " t Planting Bed: a o BE6A 8852, sow, BEISA 21-x9, POLE LIGHT LIGHTS _ `; :; - - P q ... ''r;',•,` 'I':.,:�-,,:" (Deer ResNtant) p Declduous ShruW r;'?•;^'9' b . '�: Evergreen Shrubs „ :,.,:..:.>,,:1 Declduous ShrWe LL! J• i 950 LUME 550 A 8141 MH, BE6A 6610. 596 ,. - >`.y:"" Grenada � W• E � vi .'.'x :•^.` Grasses -, Evergreen Shrubs �' z 7 B = 7. G • 2 • 9, B = 7, G • 4 6 co LUMENS 1,900 LUME _ ;� Perennials M Lu. s S o o 12' HIGH GONG. 5 -„ :-`"' �• • BLAB Largs Grasses Q F• a ,. Small Tree, ' V I N EY "~ Eastern Reda d U3 W. .- -• . CkL&INGl Small Tree. D LOADING AREA Eastern III IND � ----------------------------- 27.0' 1 '74-•-:...'Y �.':< SOF NEW Y Hedge, Red THIS Dogwood p"4 O:Q {r 1k I I WALL MOUNTED RAMPLIGHTS ISM 5EGA 2920PP PARTIAL SITE LANDSCAPE & LIGHTING PLAN I `y ° '95 " I `` :'-`:.. :i;a. ON.AS REQUIRED LAAN �' PROJ O: l SCALE: 1" = 20'-0" I i : e 0911 MON TURF) sess - - DRAWN BY: LIT g1MP9� Hedge. Red Twig Dogwood CHECKED BY: CON*ZTEJul NS SURF WIINOI I I : �=-S7.t+a`iEl.:.:..:::....,:..:._- ..: '.T� DATE: APRIL 14, 2010 I .-+SUURPAirING' sc I OVERFLOW I - - ALE: WPARKIN G 1" - 2 - 1 0' 0" 1 d I LAWN(NON TURF) I • .< '� \ 5 SHEET TITLE: Az :. . . ORA 9A: 111- .1 ISITE I / I _VrET AR _ - I - AND SCAPI N I >Y RO I AP P VED BY I " 'i I - :,:. ' LIGHTING : & LI_ i PLANNING BOARD :'BE5A l - I D P' T) y' - L CYAM; . : TOWN LAN t1rP u WN OF SOUTHOLD I - _ a;•. I I I _ _ - :V yYr- E _ - DATa SHEET NO.: ALL TREES IN THE OVER. NOTEiY: FLOW I I - f. PARKINS AREAS ARE TO BE REMOVED _ _ 4�j I - AND TRANSPLAThIED I - - I - S " W V I - I 0 D N - I - - I - TURBINE INE I SP =3 I ' I `y[ µ_- I ' REVISED: Dec 3, 2010 I — Dec 22, 201 \ JAN. 19, 20111 I I - - EXISTIN Z / ARD / / I EXIST. UTILITY 0 POLE (LIPA#45) I N \ Plmking Bed. I Decldueue 5hmbe EveA I 6raeeeesn ShrUr� r + \ Parennlale N SIW REMOVE EXI5 ___---��r - P ELS --_- a ,' .':...;.7..; �°i .,.. I� -OR TURN-AROUND O I / — Lu_ X J W NEW S GNmking Bed. Z _ '�:•''t^�''~ + ���.+'�,�. I eO dduoVe `.drubs __ � .. .� ......: ^.. .. :;.:�. , '"_:,',.," �.•',i:<.�' y�, .. Eve �1 , • —ESA 3 DISK TILL Person`a`e PM, GAL — I �— � 30 ——I VIN _ _ A— .,.., .. . _ ' — IRED PO � V NEW ENTRY/TURN- .. � .. .. ::: . ...::',�,'�:;:..:•r: ' R��?�+.;,`��'.: ;.,i �: :SPA;�,:, / AROUND — � � .,.;:.::" .�''�'I,��.:.'Y`. , ,.-..y..:. ,Y . n Q� 1�: I . . _ (NAGE SWALE - � .. ...: .. ....... . ,.. . .. ,. . 1. ;:. Z I E u a .:.: �/ 1J L .. . .� ,. . - . ., .... . . . .. :;.: ::: -'. ,�� PROPER •`" / WAY D TO LOW PO N� ,. :,.. c' •::.,:'<<.;.�,,,,r;>;';; .:.. . ,. .,.UFC -';'' IL Z p :.:. / EW ui Lu EN RY/ � APP!t __ W cc LAM T 'T DRAINAGL 51N \\ RIVEWAY ITCHED TOL ON —_--- EW FE TGH Z _ EX z I ' A Plmking Bed: \ noun I 16N 16NT,2-11% vecl u �qergreen 5hrube _ _ EXISTING ,,YPICAL PeeDnn'al1 YINEYARD LL NEW SI N oEl Z' 4m Q y Q• w I I o r 0 , I W J• i z 7W• N EXF HYDRANT • I W o• o ra i I Q F'• 5 3 V y y' ST G VINEYARD EXIST. UTILITY Fz- POLE (LIPA#46) , X I gP��oF STw r0 ca ' E I s9 & I PROJE.0 O: 0911 N I \Y1Y \\ W� E E E DRAW BY: LIT CHECKED BY: NS \ O / / '// ' � � ' W— E'♦ EW� E � II DATE: APRIL 14, 2010 ly a Q I E E_— E E o z - - - - W� EWA E APP(tOVED B Y SCALE: 1" =20'-0" Lu a, \ELI E E PLANNING BOARD 5 p11 SHEETTITLE: / NEWEW�WE�E \\ TOWN OF SOUTHOLD F 9 \ GRADING / W 0 I E / DA E �� I DRAINAGE LANDSCAPE & LAYOUT ' PLAN W �/WHEW—E • \ ppRR��p�R05ED WATER ,N �r \ 44i SHEET NO.: i W RPZ VALVE -W �� / • \ W — • PARTIAL SITE PLAN 2� SP = 4 329- X' /' SCALE: I" = 20'-O" ? I OWN OF SOUTHOLD AS' SIr\E PLAN APPROVAL REVISED: Dec. 3 2010 / \ Dec. 2§, 2010 Jan.19, 2011 GRADE LINE ELEVATION 30.5 FT. RETAINING FT HG O O WALL T IN HT ' MIN. 2' MAX. LOOK DRAINS IN \ / BUILDING T/F EL 21.0 TOP OF POOL FF EL 34.0 2 T. R45 ILDIN6 WALL 6RADE LINE ELEVATION + 20.9 FT. SOLID GRADE 2'1.0 FT.Hrro EL 21.0 I' MIN. 2' MAX. RINGS IE. +21.47 IE. +25.5 TOP OF POOL TRAFFIC I/4"/FT. /B"/FT. 19.39 FT. 1/4"/FT. BEEAARIN6 SETTLE I/3"/FT. TOP OF POOL I Wir-T. TOP OF POOL SLABS MENT LEACHING bAb FT. GRADE 21.0 FT. SELy PTIC LEACHING �' T. GAsr IRON COVERS TANK POOL IE. +Ib.39 XPAN510TANK POOL IE. +Iq.l E. +18.4"1 IE. +18.3 IE. +18.0 POOL \0 + BOT OF POOL 7' Y IE. +18.97 BOT OF POOL BOT OF POOL y 11 IE + 6, T. 0.96 FT. GREASE 8 !k.MIN LL 2' MAX. O NLfiT IE. +28.05 TRAPjl� � m it ouTLET WASTE WATER PROFILE FOR WINERY IE. +26.08 ir + MNYO - NO SCALE 94�' e' FLOW �'''^ LINE ? _ p me mrm W , wm SEPTIC PROFILE FOR WINERY s TRAPPIO ISARIms L jw O T IRON / \ NO SCALE Q 's r�AN=A.m�,o s�kA�e "a PINI'�HED eMDG TRAFFIC BE/JQINe � - M � TOP-AAB � ti� 2 :3. E -ry m O O 1010. MLR TRAlPIOEEARINOLDOKIIbOMTIRDN SEPTIC TANK - 2000 GALLON WIN, DIA ® \ / ANhE AIID LOVER TO GRADE GLA°G 9100 O FIRPITLHED SEPTIC SYSTEM MIN Iron' ® ® � TRAlrlc I'X.AIUN6 ® ® a,MIN. PROVIDE T�El.e 20' zY E El TEARING < BEARING G"'"BS CAST IRON COVERS 0 0 - INLET -n E ® Wa c 9'MIN. !Z BA.KPILL MAIE°IAL y NI `M OUTLET E ® " ' TO pE LI2FN SANo, !p - \ / W - AND 6RAVG. w +•Du a ' lo'vIA. nre Fl m FLOW '^"^^ LINE w o W. LV P w m Q IDE C, 'q BEARING eRaI.TA V ISIGN'PILL MAT6UAL 5�'� CAST IRON COVERS m ee cI.eAN-�,ftm. HN 2 MID 6MVB. f B'DIA z BIOIeFILL MATERIAL TO EE 2' LIP.AN/Alm AIA bRAV� IN MIN PENETRATION IN VERDIN S1MTA B'-0o m q•>♦11A AND GRAVEL -fV ML ET 'r TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON " OUTLET N.T.S. WASTE WATER SYSTEM N.r.s. T! 2 9 FLOW WASTE WATER SYSTEM �„,°a LINE Z. roaanrM eAcl?ILL MATEUAL TO w MIN PQlIRATION 9 WASTE WATER CALCULATIONS "� � N NIS TYPICAL LEACHING POOL DETAIL In J �• N 1. WASTE WATER PROCESSING N.T.S. SEPTIC SYSTEM W _J. a > � � it -a � a zz' WINE PRODUCTION AREA - f M LU. WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD TOTAL WASTE WATER PROCESSING 395 GPD Lu. 5 WASTE WATER PROCESSING REQUIREMENTS: Q H• 5 0 WASTE WATER SYSTEM -395 GPD GREASE TRAP 1.SETTLEMENT TANK: 395 GPD x 2 DAYS FLOW=790 GAL SANITARY CALCULATIONS N.T.S. SEPTIC SYSTEM rn rn (1) 1,200 GAL SETTLEMENT TANK(STL) (8 FT DIA x 4 FT LD) 1. ALLOWABLE DENSITY 21EACHING POOLS 395 GPD 11.5 SF 1 GPD =263 SF TOTAL ACERAGE: 39.78 ACRES (NON PLANTED VINEYARD) USE 10 FT DIA x 10 FT HT POOL (LP) HYDROGEOLOGICAL ZONE: ZONE IV TEST HOLE BY MARK MLDONALD EFFECTIVE DEPTH (10 FT. DIA.X 9.67 FT. HT.)= 303.6 S.F. WATER SUPPLY: PUBLIC WATER GEOSCIENCE PLUS 50% EXPANSION (EXP): 10 FT DIA x 10 FT HT ALLOWABLE DENSITY: 39.78 Acres x 600 GPD. =23,868 GPD. NO SCALE SOUTHOLD, NEW YORK 11971 SITE DENSITY CALCULATION TEST HOLE DATA 6/512010 '(EOF NEW yo DRAINAGE CALCULATIONS: WINERY: 1FT. DARKBROWN LOAM OL g�GAL'STEF<4, F ROAD ENTRY/ CURB CUT AREA PARKING AREA 1. TASTING ROOM (5 GPD/Occupant) . BROWN SILT ae 9a DRY WELL AREA X RAINFALL X RUNOFF FACTOR DRY WELL AREA X RAINFALL X RUNOFF FACTOR 5 GPD X 98 Occupants =490 GPD 7,576 SF. X (2112 FT.) X 1.0.263 CU.FT. (DW)'W' 14,662 SF. X (2112 FT.) X 1.0=2,444 CU.Fr. 2. OFFICE SPACE (0.06 GPD/SF) 4 FT. BROWN SILTY SAND W/20%G EL SM pp�pV ED BY. TOWTV, USE: (1) B' DIAMETER x 6'HIGH POOL USE: (4) 8' DIAMETER x 12'HIGH POOL 3.WINE PRODUCTION 0 04 GPD/SF PD BROWN FINE TO COARSE SANG SW PANNING BOARD (1) B'X 6' STORM DRAIN RING= 253 CU.FT. (4) B'X 12'STORM DRAIN RING= 2,026 CU.FT. ( ' ) 01795 USE: (1) B' DIAMETER SOLID WALL DOMES USE: (1) 8' DIAMETER x W HIGH POOL 0.04 GPD X 3,147 SF = 125.9 GPD ARE - (1) 8' SOLID WALL DOMES= 54 CU. FT. (1) B'X 4' STORM DRAIN RING= 166 CU. FT. 4. RETAIL (0.03 GPD/SF) 23 FT. T NOF SOUTHOLD PROVIDED REQUIRED USE: (5) 8' DIAMETER SOLID WALL DOMES 0.03 GPD X 565 SF = 16.9 GPD NO WATER ENCOUNTERED RO T NO: 307 CU. FT. > 263 CU. FT. (5) 8' SOLID WALL DOMES= 270 CU.FT. TOTAL SITE DENSITY FLOW-722.7 GPD DATE 1109 �(/�(9 OVERFLOW PARKING PROVIDED REQUIRED DRAWN BY: DRY WELL AREA X RAINFALL X RUNOFF FACTOR 2,464 CU. FT. > 2,444 CU.FT. PROJECT NOT OVER DENSITY NS $ UT (DW) "E" 16,424 SF. X (2/12 FT.) x 0.6= 1642 CU. FT. CRUSHING / LOADING AREA SITE DATA �- CHECKED BY: USE: (3) B' DIAMETER x 12'HIGH POOL DRY WELL AREA X RAINFALL X RUNOFF FACTOR II. SANITARY DESIGN �y NS (3) 8'X 12' STORM DRAIN RING= 1,520 CU. FT. (DW1 "B" 3,545 SF. X (2112 FT.) X 1.0=591 CU.FT. SEWAGE DESIGN FLOW: SCTM # 1000-35-01-24 Of U USE: (3) 8' DIAMETER SOLID WALL DOMES USE: (2) V DIAMETER x V HIGH POOL WINERY: PROPERTY: 825 Route 25 DATE: APRIL 14, 2010 (3) 6'SOLID WALL DOMES= 162 CU. FT. (2) 8'X 6'STORM DRAIN RING= 507 CU.FT. 1.TASTING ROOM (5 GPD +2.5 GPD/Occupant) Greenport, NY 11944 PROVIDED REQUIRED USE: (2) 8' DIAMETER SOLID WALL DOMES 7.5 GPD X 98 Occupants = 735 GPD OWNER: Jemco Realty Associates, LLC SCALE: NO SCALE 1682 CU. FT. > 1642 CU.FT. (2) 8' SOLID WALL DOMES= 108 CU.FT. 2. OFFICE SPACE (0.06 GPD/SF) PO Box 67 PROVIDED REQUIRED 0.06 GPD X 1,498 SF = 89.9 GPD Greenport, NY 11944 SHEET TITLE: 615 CU. FT. > 591 CU.FT. 3.WINE PRODUCTION (0.04 GPD/SF) TOTAL SITE AREA; 2,627,975 SQ. FT. = 60.33 AC. ROOF STRUCTURE 0.04 GPD X 3,147 SF = 125.9 GPD RAIN WATER ON ROOF AREA TO BE DIRECTED TO 4. RETAIL (0.03 GPDISF) VINEYARD: 895,158 SF = 20.55 AC p11 UNDERGROUND STORAGE TANKS. RAIN WATER WILL BE USED 0.03 GPD X 565 SF= 16.9 GPD NON PLANTED: 1,732,817= 39.78 AC 15 2 DETAILS/ FOR LANDSCAPE IRRIGATION. LEED CERTIFICATION -OVERFLOW SEWAGE FLOW =982.7GPD �L6 CALCULATION WILL BE DIRECTED TO SAME SIZE DRYWELLS TOTAL SITE SEWAGE FLOW= 967.7 GPD ZONING: R-80 STORAGE AREA X RAINFALL FLOOD: TANK 3,803 SF. X (2112 FT.) =609 CU.FT. III. SANITARY SYSTEM REQUIREMENTS ZONE Zone "X" (TK) "C" USE: (2) 8'DIAMETER x 6'HIGH POOL SEPTIC SYSTEM -967.7 GPD (2) 8'X 6' SOLID WALL RING= 507 CU.FT. SURVEYOR: Peconlc Surveyors USE: (2) B' DIAMETER SOLID WALL DOMES 1.SEPTIC TANK(ST): 967.7 GPD x 2 DAY FLOW= 1,935.4 GAL 1230 Traveler St. SHEET NO: (2) 8'SOLID WALL DOMES= 108 CU.FT. USE MINIMUM: 2,000 GAL SEPTIC TANK(10 FT DIA x 4 FT LD) Southold, NY 11971 PROVIDEDED 2.GREASE TRAP (GT) � 615 CU. FT. > FFTT. USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE NO. X AREA X RAINFALL &LEACHING POOLS ( LP): 967.711.5 S.F./GPD = 645.1 S.F. DATED:1993 w/ update' DIAMETER x 6' HIGH POOL SP =5 DRY WELL 3,803 X (2/72 FT. =609 CU.FT. (DW)"C' USE: (2) 88' USE MINIMUM (3 -8 FT. DIA.X 9 FT. HT.) OCTOBER 21, 2009 (2) 8'X 6' STORM DRAIN RING- 507 CU.FT. EFFECTIVE DEPTH (3 -8 FT. DIA. X 8.67 FT. HT.) = 650.25 S.F. VINEYARD USE: (2) 8' DIAMETER SOLID WALL DOMES PLUS 50% EXPANSION (EXP): 2 -8 FT DIA x 9 FT HT (2) B' SOLID WALL DOMES= 108 CU.FT. TOWN OF SOUTHOLD ME cu�Q. > fpr. SITE PLAN APPROVAL REIUBMITTAL:JAN.1AaN1 35 GENERAL STORMWATER POLLUTION PREVENTION NOTES (50 / SITE DESCRIPTION 35 //25 50 IIr I Development activities for this proJactwlll conslstoftheconsbuctlonma newwlnery building along with all associated site work.The site work will Include:grading of the proposed road and building surfaces;Installing the proposed drainage structures; SOUND R / Installation of proposed sanitary system and water tins;electric lines;wind turbine; paving of the proposed road;construction of the building.All improvements are to _ 2526O / I \\ y� t]\I IIII conform to State,County and local standards and apacMcetlans. O z I ^01\ 1 I OLD \ I( I I I GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE A\ \ rgOO OF $DUnj III I 1.Installation of erosion control measures(slit fence bathers,slope stabalizatlon, <➢� I\Ea�\� 70WN construction enhance) z I �\o '�" \I \� 1 126J.,7T L I I I 2.Grading m the proposed road m r\ A \ 3. Installation of drainage structures,sanitary and water A electric lines. L 2 rq\ \ ➢ �1 0-" %O O \ \ 1 I 4. Installation of remaining erosion control measures(Inlet protactlon). Y�I O �1 basement canebuctlanolwinery, ➢ D �h Tit Z \ (\ C ROAD / �� �� C��I sl m >\ I 5b IIIIIII SOUND I< U O \ \ I 1I S.Removal of the erosion control measures. -t 10 Paving o the proposed road and parking lot Q8.Excavation m the baY Z7.Final landscaping I Z A\ �� I W m� I II \ \\ 1 IIII I II L4 SITE DATA O n o z n\ o rn 0 �" N2�0-• \II A Site Area: 80.22 Acrel nz // �\o zzo m� I� 548 \ O Pre-Development Runoff Coefficient 30.00%(light vegetation) 0 1 ➢T o� I I� �� \ I \ Post-Development Runoff CoeMcant:32.2% W I / \ W ZI 1m� — / \ \ \ I IIIIII 1 RecClasslWatrs:Lee pesthole / DEERFENCIMG \ / 1 \ \ 1 11111 I \\ Q Receiving Waters:Low point on sits Z \ I \\ POLLUTION CONTROL MEASURES N2�T47 � \ \\ f l I In accordance with the provisions of the USEPA General Permit, nerastorm water gr mane ement I F-� rm \ \ G \ \I 1� \\45 , / IIII I I and erosion and sediment control measures Including,but not limited to,the following shall 1 7.5 / \ x 1 \ 111 I II I be employed during construction: FI I \ )D/ m \ \ m 1 I I I O 1 A.Existing vegetation to remain shall be protected(by Installation of construction fence or O / M \ // STIIARW� \\ I 1�qq �I III 1 N-rp I other approved means)and shall remain undisturbed. Z 1 m / \ B.Clearing and Grading shall be scheduled so as to minimize the Extent of exposed areas vl / O I \ L I IIII v and the length of time that areas are exposed.A maximum of 5 acres shall be disturbed at / \ \ \ III 1 =I one time unless written permission is granted by the NYSDEC.Graded and shipped areas \ \ I I I I I 4 shell he kept stabilized through the use or temporary seeding as required.Seed mixtures O Z // m \ 2� / M \ \\ \\ III I 1 N 1 O shall be In accordance with the Soil conversation service recommendations. r Q / Z — — \ I \ I 1 1 I I W.Np I J C.Bare soils shall be seeded within 14 days of exposure,unless construction will begin within I N 21 days as sections are completed,or If construciton on an area Is suspended,the area shall he seeded Immediately. r� O . / _ A — EK eT NG LAWN \ 1 N / O• I — \ \ 0 \ 1 e. Seed preparation-scarify call If compacted,remove debris and absticlles such as A 22. _ \ \ roots and stumps. 4 \ raps. O ➢ \\� O� 1 b.Soil Amendments d KONTOKOSTA < MI I E1GShNG LSM 1 �5 \ -01111 �? 1 1.Lime to ph S.O .p 2 Fertilize with E600 be of 51 or equivalent per acre(141bs1100 sq.R) W W O I \ a II 1 O Rl I c.Seed Mixtures O D \ 1 \ 1111 II 1.Temporary seedlings LU L/ a.Ryegmss(annual or perennial)@ 30Its,per acre(0.7111 per 1,000 sq.ft.) b.Certified"Aroostook•wlntar rye(cereal rya)@ 100Its.per acre r n I 19g.28' \\ 1 (2.51bs per 1,000 sq.fl.)use winter rye t seeding In OctoberlNavember. 2 o— — _ M \\I \ 2. Permanent seedlings-Sea Landscaping plans INLET PROTECTION TO BE INETALIED ( \ \ \\\ \ WITH DIWMGE SipucruNFdi ANO \\ \ \ \ \ D.The length and steepness of cleared slopes shall be minimized m reduce runoff velooltes. ,2DJg� 4YiN1�� �NTAI;EO THROUONTOVTCONST. Runoff shall be diverted away from cleared slopes. \ \ \111 1 O O E.Sediment shall be trapped on the site and not permitted to enter adjacent properties or public N — — O I \ �9 �W roads or drainage systems. Sediment barters shall be Instalsed along We limits of disturbance RDAD O \tll1\\ `\ O- prior o the start of construction and shall be malnalned mill construction is complete. V F.A stablllzed construction entrance shall be maintained to prevent soil and loose debris from barn A11 GRAVEL OtlLYEWA 1 P 3 g I PALL \ _ \ \ \\ tracked onto local made.The construction entrance shall be maintained until the Site is permanently \ stabilized.Any sediment tracked onto public roads to be removed orcleaned on a daily basis. O O \ O I I I \ \\ \ G.All runoff shall be retained on site In accordance with local regulations and approvals.Drainage Inlets Installed on site shell be protected from sediment buildup through the use of appmpdate _ \ I Inlet protection. 3 ' L ��,rrIC�N � �� � � I ® \\\\ 1 I Op H.Appropriate means shall be used to control dust during constructor. Z h INL n h0 _ yEL DRIVEWAY_ n eAxR \ LILT FENCING TO BE m 1\\ 1 1 I.Sediment bathers and other erosion control measures shall remain in place until upland disturbed GRA p as IS \ MAINTAINED DURING 1\ jQ NTTJ _ I CONSTRUCTION \ I areas are permanently drainage ms shall Permanent stabilization,d a paved arae shall be cleaned of y Q n _P � I TRUACE\ I, w \`\ 1 loll and debris and drainage systems shell be cleaned aM hushed as necessary. _ II 1m N� -I M' 9 iz lush. \ On J.The owner/operator/contractor Is responsible for Inspection and proper maintenance of eroslon control S W J RUSHING PADI \\ F III II ,Dr measures. Inepectiona must be performed by a certified eroslon control specialist.licensed • 2 8 e ' - AeTDlWATFIi professional engineer or a trained technician working under the supervision of a licensed professional �' z MAIN EN / 0�1 gTM w : 7 I MTarJ � � 1 \I fe engineer every seven calendar days and Immediately after periods of minfell greater = W• a EAT FY w I \ I \ 11 1 than one hall Inch. Maintenance measraea are to Include,but are not limited o,cleaning of recharge v1 0 -� Ge w e \ I ® ® I \ I I basins,sediment preps and drywalls,cleaning and repair of sediment barters,repair of berms and ,R runoff dlverters,and cleaning and repair of inlet protection devices.The owner/operatar/contraclor W' "' u is required ta maintain copies of the NOI,SWPPP S General Pernit on at all times.NOI and 5 General Permit shall be posted al all times. Q H• v g OVER LOW INLET PROTECTION TO BE INSTALLED N \ wrl'x DRAIMGB smuCTUBEs Aro \ I K During construction,the contractor will comply with all local regulations comemlrg the disposal 53' I PAR pING I G O I MAINTAINED maDUGHTDUT CDNST. \ 70) 0). 1085' \ SPACES OVERFLOW ITTPICAL) / /5 of solid waste and debris and toxic and hazardous waste,as well as sanitary sewer and septic system 300 I \ I I regulations.Temporary fencing shall be erected around the perimeter of the site along with pre PARKING / I placement of dura stars o control the buildup of debris.The contractor shall riodicall clean u GMVEL P P P periodically P M \ I2$PACES \ / / / any debris accumulated slang the temporary fence and empty the dumpstere regularly. , �$ � 12a•X WI OTURBINE �������� ��J DEER ` \ \ _ ==KG LAWN \ // W Of L.After the project Is complete,the owner/operator will be responsible for filing a Notice of Termination 9NOT with the NVSDEC m close out the open SPDES General Permit No.GP-0-0 001 far 1mm Water Runoff from the construction activity. R-�PCYE I y/ M.The contractor must complete the construction sequence schedule In titre report with start and OF NEIN y n " y 5.5 INC I and dams. to T SOUTHOLD I / y�P y�.LTFF ?� Unless otherwise directed by the owner,the contractor Is responsible or maintaining titre necessary QG 15/ I ,5'30 10 / ? I I O Lo records of construction activities,preparation of Inspection reports,and reporting release of pollutants IgS30- N�O�F PECONIC LANDING /' w I( I : / I I / c / / / / to the proper euthomles s necessary to comply with the field conditions Permit.The contractor Wil report i/ any required modifications m the SWPPP necessitated by geld conditions mconstructlan ++- DEERFENCINGI N / the Engineer/Architect for revision of the SWPPP where eppro APPROVED By PLANNING BOARD E 25 INS 0 —� wcc I\ TOWN OF SOUTHOL P OJE O: szrs4'4D-E � ', m SITE DATA NS1 410.00 5 I 1 DRA BY: . I/3 982.87 25 301 I DATE �1 �� 521'05'30"E 50 25 \\ \ SCTM # 1000-35-01-24 ,, 1 CHECKED BY: ��yy�� 5 PROPERTY: 825 Route 25 Y'�a NS N/O/F PECONIC LANDING AT SOUTHOLD INC. LOCATION 19/1AP Greenport, NY 0 DATE: OWNER: JPeni RealtyGAS C / ( DECEMBER 22, 2010 Box Greenport, NY 11944 (G Cif SCALE: TOTAL 1"= 100'-0" SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. SHEET TITLE: TEST HOLE BY MARK McDONALD ""' VINEYARD: 895,158 SF = 20.55 AC NO SCALE GEOSCIENCE - - TEST HOLE DATA(41612010)SOUTHOLD, NEW YORK 11977 OVERALL NON PLANTED: 1,732,817= 39.78 AC 6 '�Ol GRADE EL:26.8' - _ _ _ _ ZONING: R-80 �\-� 1 SITE PLAN 1Fr. DARK BROWN LOAM OL FLOOD: SWPPP OVERALL SITE PLAN - SWPPP - Zone 3 FT. BROWN SILT ML SCALE 1"=700' Z - -- SURVEYOR: Peconic Surveyors 4 FT. BROWN SILTY SAND W/20%GRAVEL SM 25' ----- 1230 Traveler St. Southold, NY 11971 BROWN FINE TO COARSE SAND SW - LICENCE NO. 49618 SHEET NO.: 100 200 300 400 500 :9 DATED:1993 w/ update GRAPHIC SCALE, OCTOBER 21, 2009 23 FT.I n VINEYARD NO WATER ENCOUNTERED SPm6 TOWN OF SOUTHOLD SITE PLAN APPROVAL SPDES - GENERAL PERMIT REVISIONS: JULY 211 2010 MATERIALS 4 WINDOWS RESUBMITTAL JAN. Iq, 2011 - (NO REVISIONS) WALKWAY TO PARKING, Y 0O WALKWAY ACZESSIBILTY RAMP o MECHANICAL uj ROOM T� MAIN W ENTRY Tier Bim. OWII��,5ALE5 TOILET sT I PRIVATE O TING, TAREA ❑❑❑ PLANTED BED STAIR F'LA�'t� BED �4 BASEMENT RAILING, LINE OF LAB/OFFICE Z ASB IWT ER CASE STORA E Lu Z � ui uj 0 o 11 450TA1G IOM TERRA MAI TASTING ROOM RRAG I II II I c I II II II I I I I � m z• II II I I I . @@ 0 limGL TNK6 W J• },? Q RAILING EE rL W• g OFFICE OFFICE PLANTED BED, a r• s 9 PLANTED BED INN WINE PRODU TION AREA TA5TI BAR TOILET ,UPPORr AREA 0 SUPPORT P��pF NEW yp AREA co y�.ST FF E%IT 2e�p <�9 017 53- / GRUIONI6 PAD Roof ABOVE GRU loNg PAD CT: DRAwN BY: NS CRUSHING, PAD CHECKED BY: NS DATE: APRIL 14, 2010 SCALE: FIRST FLOOR PLAN BASEMENT PLAN 18" - ''-°" SHEET TITLE: SECOND FLOOR PLAN SCALE: 1l8" = 1'-0" SCALE: 118" = 1'-0" SCALE: 118" = 1'-0" FEo �h o1 FLOOR FIRST FLOOR AREA: 3402 5F (GRO55) BASEMENT AREA: 5402 5F (GROSS PLANS MEZZANINE FLOOR AREA:6Q4 5F (NET) APPi2ON/ED [iY PLANNING BOARD TOWN OF SOUTHOLD �V DATE i /l to / I SHEET NO: 1 � o�g 1 TOWN OF SOUTHOLD SITE PLAN APPROVAL JUL-r 211, 2010 � . NINDOV45 11114 004,0 m/l/m "mo 1141,41 " as .:. ' _ �� � �� ajr I ■■I■■ ■■ ■■III■■ ■■ ■■ ■■ I ■■ ■■ ■■ ■■ '� % 1.//%///// IMF/�,�� . • � • . � � . REVISIONS) ��_ �A%A QQ Q % Q .................................................................................. / /0........................ P ........................::.................. » : a:: :::r:::°iee:::::::::::...3 fF ��%�/%//A, / Q , iriiii?3.ii............d::i...............11........ ..... /" / � Q ::............... �. S V � � J.- ter•!._ - 4 +'. / M•,.b"Vwoevmvinz v niinro � i _ .::.: •/%%%////�//� •�////�////f %/�/ / %%�Q � -311__ I �F 1.. �4.1t. T . ' r.• `-+ _1� � z� .> -it � 11 ■■■■ 1� �1 ■■■■ 11 11 ■■■■ 11 11 ■■■■ 111111[ I11 11 ■■■■ 11 11 .. �� 11 11 ■■■■ 11 11 ■■■■ 11 11 11 11 11 11 ■■■■ 11 ; , n_„ Lu • _ 11 ■■■■ 11 11 1111 11 11 ■■■■ 11 rr _ _ - 11 ■■■■ 11 11 �� �� 11 11 ■■■■ 11 .;n;.�;.x,.,,...Y .�;; � -_ - I N -- -1 - - - - :�f// - 1 • ■■ ■■ ■■ ■■ nj I 10 OEM ■ I.■. .. ,��.,�s. .�sr ,��,-gyp �� i/ �// � Q/� ��i�i � / /ii ioiQ/ �- nr � •- � `� �: " ., - a,Y•.,r• . :..._� se���a'-7�i�� '�//%/��// /%�� �' //Q� � � � QQ'/ / '//�/� %/Q�D % �Q�Q Q�r/ �%I ��5' ESip'; ��42rCi ,1., �r•y`��, , .:�. .__Y�!.• ,i:////�%l//A��/. ���'//.i��� G �% � Q��%���Q� 'J ���% Q�/G����7//����� ��-..eti.h.,� , is 'rr4+...,"., .. ;�'._ _ (y •�: .�s� �Y I ■■ M� ■ @�///�/�� � A n � ��� ����/ O I o ���� ■■ � _ =,�nfti:�+l.+R: (%.,:,;,1 t�,'.� � �� rT � "+yam ■■■■ 11 11 ■■■■ 11 111 ■■■■ 11 11 ■■■■ 11 11 ■■■■ ri: t � t 1 • l - ' r_� II I I I I I I I— 1-: •'Ri ,o - '�, � i + u ■■■■ 11 III ■■■■ 11 11'I ■■■■ 11 11 ■■■■ 11 11 ■■■■ 11 1� ii ii ii ilii ii %% ii 11 11 aMi° SWIN Ed WS m 1 soon mom BUILDING •=� ` r may+ G 1� ■■■■ G s •:...'�'' ,rri r � � � ' r� r _7 ,r;.',�",. '_ �-�� � ,�., ��I :;-��,.y`,;'- 11 ■■■■ 11 '" r. ' ' �.i=.•J.'°�•.... ...��.4'?i� ''�',. 11 ■■■■ II tyr<._.. �� ..�., .��. • � . . „vr�T. .._ �lvt. � _ its.`^:^i•.: r -i. w_: -i. - "� " .:dna �• �� �Ft�'>r,_ ,_- .�7-.:,,r,.�a �•..>>'^ ���"�^^^"�°",[ll.Sc�• `r v_' n.-. 'iJ�" ,'igi.;i '�`-' - - ?.i r:.a�'�: 'a: t zr.''_,i+...: `:*.. 11 ■■■■ CI � ' r 11 ■■■■ 11 11 ■ 11 � i . 11 ■■■■ 11 _ 11 11 11 11 , ��i�li��.,l•"^��`. a..t�:�,L.�Fr�sr.l' `J�.�'.}�,.�_�1�,.ry��4,�,�c� 11 11 " 11 .�,'�2.�'i''�1�� '1�!`�;'i�+efr � ������ �� �����%� ������i � ,t��'•�+UIL`Si'r ' •� ty'ilc']�C��'�:' '31•�_ � i � Mi'•' ''`'S�+'"i"�`-'�''�=sti�"lr�•�. .�, �� .�% /� / oiia��///rafi""' ////i////ti'O//��%2D'�,�iymi�ii�vri. /��//////- vi'"�,�" ,✓�i���ll�//���a 1 • �— NOTE: Q 1) ACTUATION OF THE ELEVATOR SHAFT OR ELEVATOR MACHINE RM. SMOKE DETECTOR SHALL RECALL ELEVATOR, NA FIRE ALARM PANEL O O 0 O O 0 0 2) ACTUATION OF THE ELEVATOR SHAFT OR ELEVATOR MACHINE RM. SMOKE DETECTOR SHALL: A) SHUNT POWER TO ELEVATOR EQUIPMENT (AFTER ELEVATOR RECALL HAS OCCURRED) B) ACTUATE SOLENOID VA. FOR THAT AREA & CHARGE LINE WITH WATER (AFTER 2A HAS OCCURRED) 3) ANY TROUBLE CONDITION SHALL ILLUMINATE APPROPRIATE ZONE ON THE FIRE ALARM CONTROL PANEL ANCH LINE EXIST 8' INCOMING SERNCE SMOKE DETECTORS, ALL WRING, FIRE ALARM INTERFACE, PROGRAMMING, & ELEVATOR CONTROLS 6RINLER HEADS LOCATED UNDER STAIR .� SPRINKLER ALARM VALVE. SPRINKLER HEAD LOCATED UNDER STAIR O ELEVATOR PIT OR SEE DETAIL FOR MORE INFORMA710N TO BE PROVIDED AND PERFORMED BY OTHERS �EW PENDENT SPRINKLER HEAD LEVATOR MACHINE ROOM SPRINKLER HEADS LOCATED UNDER MEZZANINE O �� e' NINE PRODU ON AREA CASE STORAGE _ —_ FROM SYSTEM TO SPRINKLER HEAD IN ELEV1,TOR SHAFT MEZZANINE MEZZANINE D 14 321z z1z (SEE PLAN FOR CONIINUA710N) (SEE PLAN FOR CONTINUATION)OONEW 1" MILWAUKEE BUTTERBALL VA. LNEW 1" UNION NEW HUNG CEII 8• 21 EW CONCEALED SPRINKLER HEADZO t'• e WITH TAMPER SWITCH (MODEL # BBHSCS) O FIRST FLOOR EW BRANCH LINE FIRST FLOOR NEW RELIABLE SOLENOID VA. (MODEL #LV2LBX1) (24 VOLT NORMALLY CLOSED) I� (WIRED TO BUILDING FIRE ALARM SYSTEM BY OTHERS) '-NEW PENDENT SPRINKLER HEAD B 8 7 6 5 +II 1 O ELEVATOR SOLENOID VALVE DETAIL LUD ER O SPRINKLER HEAD i � I N.T.S. BASEMENT BASEMENT UNDER OVERHEAD DOOR HYDRAULICALLY CALCULATED AREA 3 0 2• ®- 2 2" !,. • 2" I SECTION DETAIL u— 3O — O O N.T.S. 4" s„ 2• SPRINKLER RISER UP TO FIRST FLOG CEILING TO 1" DEFLECTOR PER OWNER: SHEET ROCK TO BE APPLIED TO UNDERSIDE OF WOOD JOISTS. (f 0-6° RPZ BACKFLOW DEVICE (BY OTHERS) 6"am— 6" TO SPRINKLER SYSTEM 0-6" RELIABLE MODEL E ALARM VALVE TRIM ❑ F-1 Ll El (D �❑ (D--2':@-6 WATER DARD (PIPED TO SAFE LOCATION) 6WATER FLOW SWITCH (WIRED BY OTHERS) 4" TO FIRE DEPT. 0-4" CHECK - ® CONNECTION 4" FDC 0--HYDRAULIC VPLACARD ABD TOP SEAM HANGER SIDEWALL HEAD DETAIL # O TO—ELECTRIC BELL (WIRED BY OTHERS) O C2� CJ O O ATR O N.T.S. O SPARE HEAD BOX 1 SCALE: NONE © O SWIVEL RING 11 ROOF J. TOP BEAM (-.1 AKAPI 1 1 1 Q eme u h SPRIER I r O WOOD JOISTS J IRE--A�LAARM N EEe ,.._6.. — D W 6., MAX. W HEAD BOX `U' Z BASEMENT LEVEL SPRINKLER PLAN_ LEGEND BRANCH LINE- OBSTRUCTED SCALE: 1 /8"=V-0" W PENDENT HEAD DETAIL CONSTRUCTION INCOMING SUPPLY FOR SPRINKLER SYSTEM DESIGN CRITERIA INFORMATION AREA 3 0 NEW CONCEALED SPRINKLER HEAD TO BE INSTALLED (EY OTHERS) SYMBOL R OF HEADS P13SITIONFINISH PLAT TEMP K-FACTOR NPT RIFIC SIN ANUFACTURE MODEL 1-DESIGN DEPISITY = 015 G.P.M./SQ.FT. b NEW UPRIGHT SPRINKLER HEAD TO BE INSTALLED Q 4 UPRIGHT BRSS N/A 155 5.6 7/2" 1/2" RA1425 RELIABLE F1 FR 2-AREA OF APPLICATION = ,1500 SQ.FT >� NEW PENDENT SPRINKLER HEAD TO BE INSTALLED DECK ALARM pp ` ,/� ` ,C DETAIL 3-COVERAGE PER SPRINKLER = VARIES SQ.FT. •• '• 1 ` . ALARM VAI-V E DEI AIL ® 2B PENDENT BRSS CAGE 155 5.6 1/2" 1/2" RA1414 RELIABLE F1 FR ® NEW PENDENT SPRINKLER HEAD WITH CAGE TO BE INSTALLED — 4-N' OF SPRINKLER CALCULATED = 14 HEADS ® 212' 3 PENDENT BRSS CAGE 212 5.6 1/2" 1/2" RA1414 RELIABLE F1 FR 5-"K" FACTOR = 55-6 ORIFICE SIZE = 1 2L d NEW SIDEWALL SPRINKLER HEAD TO BE INSTALLED � ��I d 4 SIDEWALL BRSS CAGE 155 5.6 1/2" 1/2" RA1435 RELIABLE F1 FR 6-OCCUPANCY CLASSIFICATION = ORDINARY HAT GRP I STEEL BEAM DUCT 7-SYSTEM DEMAND = 527 G.P.M. AT 32 PSI. NEW SPRINKLER PIPE TO BE INSTALLED OR BAR JOIST 48° AND LARGER B-SAFETY FACTOR = 15 PSI — — EXISTING PIPE TO REMAIN 1• 9-HOSE ALLOWANCE = 250 GPM BRANCH PIPING 1• 0 4X21z"X2 z° FLUSH MOUNT 2" MIN. UPRIGHT HEAD DETAIL UN-OBSTRUCTED FIRE DEP F. CONNECTION !f CONSTRUCTION 1 \\ LABELED "AUTO SPRK,, .—_- EW ELECTRIC BELL :L j. T'1 ."F•ryy].:.•:. },(,4Yt /yv;jL !f ! EXISTING FIRE HYDRANT,� }t1 ?, T NEW 4N21i'x21a" iY•:��'A ' •{3.12T r?~Y%dw::i?ri .i::.'�T 7 C "' _{$iii`:',4:? T f f! flf f ELBOW (TVP.) FIRE DEPT. CONN. .i n�+.-f .1 .s ;,rY r v i..� Q 1 tx e; §r1 r^s•! ^ �\ t'`tA xk 1iij 3" MIN. ! f! EXIST CURB BOX VALVE EXIST 6" INCOMING SERVICE 4„ +f.G�l�. ,J, {Y,p. f • L f } r�k ` f f 1" 1" 1%1/2" NPT FEMALE INTO BUILDING EXIST UNDERGROUND REDUCER WATERMAIN ';: ef, s.,7T+FLtt f xk' 4 x2,s x21v a ftr+ w YM� (hr� /f..,�y SOUND AVENUE 2 13A5 FIyUSFi,YMrOUHT?a S yi7 z 1„�pR i' . LS LATE ASSEMBLY BRANCH PIPING COVER PLATE <y> GRADE GRADE "t” fa S I .+ ,Y"..i4.F b'' `" i °' "ik,.4:, / �� CEILING WATER FLOW TEST: TYPICAL HANGER TYPICAL HANGER STATIC -50 PSI NO SCALE NO SCALE CONCEALED HEAD DETAILSCALE: NONE # RESIDUAL — 18 PSI FLOW — 1922 GPM 1 -- SAMMY Screw Rod 1 -- All Thread Rod - DATED - 6/,6/2011 PLOT PLAN FIRE DEPT CONNECTION DETAIL , __ Ring 1 -- Ring BY: S.C.W.A 1 -- Sammy SWG N.T.S. NORTH REVISIONS BSMT + DETAIL "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABCVE GROUND AND DATE DESCRIPTION BYVENTRE FIRE PROTECTION, INC . �� ` -SRRINIELER PLAN N.Y. STATE NOTES: UNDER GROUND PIPE" SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR R SO 12 SUBMITTPO ED R APPROVAL SRM '� 1. IN ACCORDANCE WITH ARTICLE 145 PARAGRAPH 7209.2 OF THE N.Y. STATE TO APPROVAL OF THE INSTALLATION. 122.E SUFFOLK AVE. y CONTRACT No. PERMIT NO. EDUCATION LAW, THESE PLANS MAY BE ALTERED ONLY BY A PROFESSIONAL GREENPORTAPPROVAL .d 'fY :f ENGINEER LICENSED IN NEW YORK OR BY AN EMPLOYEE UNDER THE DIRECT BRENTWOOD, NY 11717 �I1 YJ SUPERVISION OF A PROFESSIONAL. , NY DRAWN BY SEM $ 2. BEFORE THESE PLANS ARE TO BE REVISED, AMENDED OR ALTERED BY SCALE DATE 1/6" 6 1'-0" 6/21/72 ANOTHER PROFESSIONAL ENGINEER WRITTEN PERMISSION MUST BE GRANTED PAGE 11 OF BY LICENSED ENGINEER OF RECORD. 6`31-2`31-5173 RENSE� SP - 1 SEAL RLaT1Eo O 2 O O O O O O O O O O .1 T ROTATE SPRINKLER HEAD A lFE0041 '—'I •x2 li EPL CDNNEC90N OFFICE DEFLECTOR WITH PITCH OF ROOF. ELECTRIC BELL` P F17 2.1 i 6 15 14 13 O �- 1i Q n �� .- . FYI u,, 1 4 Q-- r1T1 - TI Oq 2• \ IIII III 1 �' WOMEN' SI fCEALED 8127 I OPEN TO ABOVE I ���7 .' 1 I I I I _ JiOL]EL k8� L11 SPRI LER HEAD IN BAR CEINNG1 6 H.C. OMAIN TASTING ROOM I TI 11 <i0> 0 A a R C1 k _� I 2•i.r z• ,r z. z. z. 212s 1 . 212-F 2tzT z12f ® O O � � �' � C • <§> C4 O III / �' 6• RIMER FROM MAIN � OFFICE AREA � BASEMENT LVL \ / ENTRY M A 10 Oi PRINKLER HEADS IN HIGH ROOF (TYPs4) NINE 2 HYDRAULICALLY �g77P1G V / \ AREAULATED MAIN TBEL6W ROOM Y /�� c i2 TASTING BAR• w ,1 © <D4 ® O b O SUPPORT AREA / _ - •„, / OPEN TO ABOVE212 \ I O 212E 1 212F 1 H; RAULICALLY ~ CALCULATED o H LING (TY'P) ROTATE SPRINKLER HEAD CONCEALED SPRINKLER HE, C G TYP AREA e" sn O ONCEALED RINK` OF ROOF. ( ) O 11 O \ Is — .. � .�. ••• rrrr • ", ...,,.-�...,,,,,,, Op N _ �NggE�S a ... I DEFLECTOR WITH PIT ' �— ' NECTIO / \ z B � . a r• ..., ...W. ... ..., - : I IT FLOOR OD n. z• / II D LI U2 SPRI RISER FROM BASEMENT LVL O I p I �I I .....L1' ❑ .. ,... I ..p I I PER OWNER: SHEET ROCK TO 3E APPLIED TO UNDERSIDE OF WOOD JOISTS. s v 03 05 SECOND FLOOR SPRINKLER PLAN z FIRST FLOOR SPRINKLER PLAN SCALE: 1 /8"=1'-0" i SCALE: 1 /8" YMBDL a OF HEADS I i i : ONFINISH PLAT TEMP K—FACTDRNPT RIFIC SIN ANUFACTURE MDDFL DESIGN CRITERIA INFORMATION AREA 1 O 1 UPRIGHT BRSS N/A 155 5.6 1/2" 1/2" RA1425 RELIABLE F1 FR -DESIGN DENSITY = 0.10 G.P.M./SO.FT. F ESIGN CRITERIA INFORMATION AREA 2 OO 2D PENDENT BRSS WHITE 165 5.6 1/2" 1/2" RA3415 RELIABLE GS 2-AREA OF APPLICATION = 950 SOFT. YMBDL R OF HEADS POSITIONFINISH PLAT TEMP K—FACTOR NPT RIFIC SIN ANUFACTURE MDDEL DENSITY = OL G.P.M./SQ.FT. 3—COVERAGE PER SPRINKLER = VARIES SOFT. O 7 UPRIGHT BRSS N/A 155 5.6 1/2" 1/2" RA1425 RELIABLE F1 FR APPLICATION = UNOER FAST MEZZANINE 4-N' OF SPRINKLER CALCULATED = 16 HEADS 20 PENDENT BRSS N/A 155 5.6 1/2" 1/2" kA1414 RELIABLE FiFR E PER SPRINKLER = VARIES SOFT. 5-"K" FACTOR = 5,6, ORIFICE SIZE = 1 2" PRINKLER CALCULATED = 12 HEADS 212' 9 PENDENT BRSS N/A 212 5.6 1/2" 1/2" RA14:4 RELIABLE F1 FRDECK 6-OCCUPANCY CLASSIFICATION = LIGHT HAZARD TOR = 5_6 ORIFICE SIZE = 1 2" 7-SYSTEM DEMAND = 361 G.P.M. AT 43 PSI. NCY CLASSIFICATION = ORDINARY HAZ GRP I B-SAFETY FACTOR = 5 PSI DEMAND = 502 G.P.M. AT 41 P51. 1"-tzt MAX. 4"-6"' 9-HOSE ALLOWANCE = L GPM 8-SAFETY FACTOR = 6 PSI STEEL BEAM J DUCT 1�� DEFLECTOR 70 9-HOSE ALLOWANCE = 250 GPM OR BAR JOIST F1 48" AND LARGER DEFLEC70R BRANCH PIPING 1.1 ro . r _1 L 2" MIN. LEGEND UN—OBSTRUCTED UPRIGHT HEAD DETAIL CONSTRUCTION SIDEWALL HEAD DETAIL 0 NEW CONCEALED SPRINKLER HEAD TO BE INSTALLED r/ /r rrlr SCALE: NONE O NEW UPRIGHT SPRINKLER HEAD TO BE INSTALLED 3" MIN. ROOF NEW PENDENT SPRINKLER HEAD TO BE INSTALLED T ELBOW (TVP.) ® NEW PENDENT SPRINKLER HEAD WITH CAGE TO BE INSTALLED V. 4 NEW SIDEWALL SPRINKLER HEAD TO BE INSTALLED 1"x1/2" NPT FEMALE REDUCER WOOD JOISTS NEW SPRINKLER PIPE TO BE INSTALLED MAX. 1•-22" — — EXISTING PIPE TO REMAIN BRANCH PIPING COVER PLATE ASSEMBLY -� TYPICAL HANGER TYPICAL HANGER NO SCALE NO SCALE CEILING 1 -- SAMMY Screw Rod 1 -- All Thread Rod 1 -- Ring 1 -- Ring J __ CONCEALED HEAD DETAILBDALE: NONE # BRANCH LINE I Sammy SWGPENDENT HEAD DETAIL OBSTRUCTED CONSTRUCTION REVISIONS Y. STATE NOTES: "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND DATE DESCRIPTION BY VENTRE FIRE PROTECTION INC . 1ST + 2ND FLR UNDER GROUND PIPE" SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR B 30 12 SOBMMD MR APPROVAL SEM r^ IN ACCORDANCE WITH ARTICLE MAY PARAGRAPH 7209.2 OF THE N.Y. STATE 1 STEPS WINERY Ri�*�` SPRINKLER PLAN :DUCATION LAW, THESE PLANS MAY BE ALTERED ONLY BY A PROFESSIONAL TO APPROVAL OF THE INSTALLATION. 1221 SUFFOLK AVE. _ RM1i No. NGINEER LICENSED IN NEW YORK OR BY AN EMPLOYEE UNDER THE DIRECT ,ate m RMITNTRN N0. BRENTWOOD, NY 11717 e m OVAL SUPERVISION OF A PROFESSIONAL. GREENPORT, NY �Y AWN By SEM BEFORE MESE PLANS ARE TO BE REVISED, AMENDED OR ALTERED BY '�� CALF 1/8" = 1'-0" 1NOTHER PROFESSIONAL ENGINEER WRITTEN PERMISSION MUST BE GRANTED y�:H DATE 6/21/121 -01, IY LICENSED ENGINEER OF RECORD. 6.31-231-5173 PAGE 2 OF 2 SEAL RENSF➢ SP 2 PO D REVISED: .�5 1E RETTgX!AlMRN NINW LETTER DATED0-g1TTY WN EEN RERDEC.MONO REI JAN.U,M11.GRNXAGE E WINE 5o I / 35 I /25 I I , ' I SOUND ROAD I25 26,0 i I I 1 \ ���111111 I J FOLD z oo Axo I TOWN OF SOUT I nz n\ T I\m�� Y z \ z I No mo \I \� I 128b.77' 111111 APPROVED A. S NO3TED 20 DATE z/BPZ \ O 1 5,0 II z 11111 FE S-- By i z x NOTIF BUILDING DEPAR AT SOUND ROAD I L'nz A\o v, �' ro I I� m T I \I \ \ I 1 I I II II II w a Z W 765-1802 8 AM TO 4 PM OR THE z A\ �\ In FOLLOWING INSPECTIONS: I = n Z rte` A o �-q I N27.33'20"W I I \ \I 1 I IIII I rn Z 1. FOUNDATION-TWO REQUIRED z ; r A O m f� •� u oz a\ mo N\ J- FOR POURED CONCRETE p Z c� p O I I548 ' • , – – – I "I / Z\ p \ o\ m� n I .6T \ I \ \ I VIII I 2 ROUGH-FRAMING,PLUMBING, D Z 2\ =I T I \ I \ I IIIIII I STRAPPING,ELECTRICAL 6 CAULKING �, A� 3. INSULATIONEERFENOING 4 FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.0 Z �/ � � /0, •\ �— \\ \` \ I \\ I --/J I��II I \\ ALL CONSTRUCTION SHALL MEET THE i N27"47�3y REQUIREMENTS OF THE CODES OF NEW ` 45 YORK STATE. NOT RESPONSIBLE FOR 1 15 IIIII I I pcpn I l W DESIGN OR CONSTRUCTION ERRORS, m1 1 o M . 111 II ro m 1 COMPLY WITH ALL CODES OF NEW YORK STATE d TOWN CODES U) \ I \ I m A3 REQUIRED NO SWIHOLDMWNZOA ONS OF z wti - -- ` 0 / m. \ > SDUTNOLOTONMTAUSTEES O - A - - - - - - - - - EwanNGuwx \\ 1 4 °\I \11 , „ 220. _ \ \ \ z Ww US N.Y.S.DEC m m \\� 1\\III Z + / NIOIF 3 KONTOKOSTA IG of EEnNGLAWN �5 IIII l PIam• 1 ELECTRICAL \\ gill O a I I � 1 INSPECTION REQUIRED LU I ' so `— c 198 28' �p _ _ - \\\ 1 – M\�\I \\ XUj 7Z w MEET THE RC•OU RE`MEN OF HE z�`� _ N& LONG V� 0 CODES OF NEW YORK STATE. N 20J4 v A!1�V 0. ISLAND DO NOT PROCEED WITH GRAVE SOUND FRAMINOUNTIL SURVEY 9 — OF FOUNDATION LOCATION —= D HAS BEEN APPROVED. - �� ircH NOTE:FUTURE BEACH ACCESS LOCATION TO BE DETERMINED INFIELD. DEC AND TRUSTEES Do Z APPROVAL REQUIRED IVE'MAY M •LFR! D FOR \ m U� I NOTE: TERRACE \ \ NO STUCTURES OR SIGNS WITH TS' ^ '� - -_-- _ ELC 4^W I _ OF NYAS U7 \ _ m \1 1 J SHOWN ON APPROVED ED SITEE 25 D N _ ,w^""�•• 1� �11j: _ GA \ ___- - _�B w RUSHING PAD W J _ \ p I • �n z EXCEPT AGRICULTURAL FENCING _ — ALE"L N31 ATURIELD � ���� —_ ^ w • A RATER IF 11 ��• W• O PLUMBING MAIN EN 1 ALL PLUMBING WASTE EXR w I \ \ 1 1111 11 I f Lu• ` M i WATER LINES NEED -� TESTING BEFORE COVERING �-��_� I 1 \ I I II a I-• ti � � 01 _ — w ' �— \ I OVER \ I y y. IRE Nr9PECTION M 0 3 I PARKING OVERFLOW ING – PARKING F — w g BGEa _4tSPACE9— - \ I / REWIRED BEFORE OPENING 3 'DE IN'N TURBINE �( G� „ � - - - � \ CO L----J \� _ I\ / II / A��C/ ,�gor- NEW RPi w �/ l_� �� IS I \ PLOWER CERTIFICATION n � ' I /I / �/ S�PC.IL.srFFI OINLEADCONTENTBEFORE — 55 o SOUTHOLD INC. So_ j v l = 9z CERTIRCATEOFOCCUPANCY 15/ 1 16'30 o N�O�F PECONIC LANDING AT SOLDER USED IN WATER yS30 S i SUPPLY SYSTEM CANNOT I / ^ OUR FENCING ' EXCEED 2/10 OF 1%LEAD. / '4 NAI J OCCUPANCY OR M I , I1III �� 1 125 / S21.34.40"E 410.00 351\I I\ Wm 1 DRAWN BY: NST USE IS UNLAWFUL SITE DATALOCATION MAP h 882.87.25 50\ 521'05 30"E 5O SCTM # 1000-35-01.24 NGTB' 25 5 CHECKED BY:NS WITHOUT CERTIFICATE OF OCCUPANCY ALL AREA MERE PROPERTY: 825 Route 25 ANY AREA WHERE BE RELOCAT D ARE Greenport, NY 11944 PROPOSEIENATU AL BUFFER R N 0 F PECONIC LANDING AT SOUTHOLD INC. DATE: WRHIN THE IUNRATHERIG RIGHT APRIL 5, 2011 IOWNER RESERVES THE BIGHT TO LOCATE OWNER: Jemco Realty Associates, LLC GRICULTUBAL FENCING WITHIN THE NATURAL SCALE: PO Box 67 BUFFER IN THE FUTURE AS REQUIRED) 1^= 00'-0" RETAIN STORM WATER RUNOFF Greenport, NY 11944 SHEET TITLE:: PURSUANT TO CHAPTER 236 TOTAL OFTHE TOWN CODE. SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. OVERALL SITE P LAWI VINEYARD: 895,158 SF Im 20.55 AC OVERALL NON PLANTED: 1,732,817= 39.78 AC scALE r'=Too SITE PLAN ZONING: R-80 7YML! DRIVdNY 91 rlTC®TO SPIALLE w `Y(W/CROAK) Zone "X" II ,� oM OP SAALE WITH TOPSOIL AND ZONE 6RASSM WITH WILD PLOVERS AND NA11VM SURVEYOR: Peconlc Surveyors 1230 Traveler St. MAINA66 SHALE AT II OF 1EW SHEET NO.: Southold, NY 11971 = DlOvewAY PITCHED TO LOW POINT ON PROPHiTY LICENCE NO. 49618 DATED:1993 w/ update L IS P 1 OCTOBER 21, 2009 N _ VINEYARD T LOCATION OP CHECK DAMS PROVIDE 6' NEW DRIVEWAY SECTION ��w,IL�;o�RAIENIW SO1L BUILDING PERMIT SET 25 26 28301 • �_--- REVISED: Dec 3, 2010 ;;„:';„�,� Dec 22, 2010 PARKING CALCULATIONS BASEMENT FLOOR AREA: 3,349 SF N �:...', \ \ _, _.•—— .^.. ...• ... :;.`.,:.'....7�,;'.'.':':.':..<. .�.v•1,>l ., i. � . .. -.�::•J' :,.-iii �.:'::;:-v "•`�i•::,�l-Y:�` i:r= <'N( .L}''\',, .,.ln�' fYC'Y�' c . • '� FIRS T FLOOR AREA: 3,349 SF ySECOND FLOOR AREA:VI WEST MEZZANINE: 823 SF 19•, I EAS E. ` 1 T MEZZANINE: 696 SF i ! ru ::K.: ,> . t �..,,,;: •, I TOTAL: 6.419 SF ,. ,.... ..... •. ,. , , , ,,. . , .. •. . . , : s . PARKING REQUIRED - 1 SPACE/200 SF •v 'mss,,,: .,.+ . _ PARKING 42 SPACES q I „ :. ..: , ; . <r OVERFLOW PARKING (350 SF/SPACE) N .. . .. I . . .r,.” .. ,'......a \..<. r J..... ••... . : . ... ,., e ,r .... .., , . r... ,.,1#S Q1 1 ,,,• — `ir =". .".'r'.\ GRAVEL AREA - 36 SPACES 4 WN AREA - 60 SPACES i O 2TOTAL. 96SPACES 1.1. . .. , .. .. , . . . .. . .. .. .\ ,,',.;ape... . r i I t — :r. • W „ <, I " 1 — 1 ' -- NE GE SWALE AT�DGE \ w. 1 .' DRIVEWAY PITCHED OINT ON \ , PROPER �� I _ _ ;. pro . W \ I Td'N \ N( - 30 \ I - t�lZs^ 4RE#� : \ SEf''TIG SYSTEM _ ": ';"<:.�; �', ,•�.::.';o, ,? '':�.r_a..x �s 'r? . . °rN,,. \ I 2 00 GAL SEPTIC TANK \ I _ �4y 10 hf DIA x 4 FT LD (ST) � - � • ��F.^ \ \ (I) H FT IA x S FT LD 11 .. ,.. \ -- 6REASE TRAP (6T) I ---------------------- ------- — _ , 29 \ \ (S) 8 FT. VIA. X 9 FT. HT. I ':.:.`:':".,., :..�,.. �'a` \ -----30------ ------- 9 - ----30--- ----- - --- \\ \ LEAGHIN6 POOL (LP) I 1 \.'----- \ ,\ (2) H FT DIA 'x 4 FT HT (EXP) I •;`;',;:: >, ; I r1 31 „ � \ 31 \ W --- D ------_ _----_-EXPANSION\POOL ----------- rt \ \ \\ =_-3-2--------------------- ---------- 33 XP' r7l _ IBLE RAM . iI \ O° IL ZVINE LP ST 3 .0 Lu J \ \ O \\ I L'..i-�'''•°.:`:.:: ; I I i 6 ,\ D0 \ O i O� i t\ W XP LP GTI TES \ it `\•:� :,• :i '"'::': i I i i i i � i i \ HOLEII .`', i I , , k � _ •'< : y`,�'' ` RAIN WATER ON ROOF AREA TO BE DIRECTED �� ��� \ �• — y TE TO UNDI�61ZOUND STORAGE TANKS. RAIN NEW CONTOUR I .. :.A:;^.';,, I I i , kRn�' P PITCH_ ; WATER WILL, BE USED FOR LANDSCAPE IRRIGATION. bfk CERTIFICATION V A ':•A..., ' NI N' MI RT ip, W, `:,,5"ri v' A 1 (I) 8 FT DIA x 6 '£T H7 STORAGE TANKS (ST) - oVERrLEXISTING GONTOURI '`� ' I i ' ' $�'�' \"•''' i ' DRYWEL05 WILL B�'-1�\REGTED TO SAME SIZE ad Z, — I :" •.. '. \ i I , , >. \� I NEW CONTOUR Jam• _ \ 2 —311 \ , I , ',^S � i. ,S 4 sj>s >STi •99� 1 , Coilz � EXISTING, CONTOUR < \\ OGGPM I I . , 1 w I 'L YD,R�4Nt I ' wl�E GONG. W• � \\ \\ :. •. •, I w , \ EA-33 5LAB 3 \ \ : :w:. �' . .E - aIl• — -- - _ _ o = _ _ -- - �' �I I AASTE WATER SYSTEM y y \\ w —'c�e'N '.`E:•-!';";.; •': 1 I t� I tU `--____32___ - CR I / -- --32--'' i I (I) I�0O 6XL,&-FT-VIA x 4 FT LD (STL) :. ... _ _ \ w �Ew�E % :.: ..: :..:.. I i\ r` - -- --------37 m LOADI AREA -- --3'I------ i i SETTLEMENT TANK— IL \\ ..:: •:'. . `',''. t: ' O \ I (I) 10 FT DIA x 10 FT HT (LP) \ �uw!!Z UOW�gpEw�Ew�� \ I .>... ----- -- ---- - -- (I T ( P) ,:: ' 1 EACH 6 PO —w E \ 1 . ,:,.': ,:, =::" :,• I - 'SOr \\ % ) 10 FT DIA x 10 FT H EX \\\ :;,.;,, •\ EXP W -LTi--�-----------------rt- ..,,._ • ., ,,:...._.! ;"' ' •.- �\ 29 29 EXPANSION POOL \ ,N !E EI-EG \ I --}------- --------- - -- ----------------------- LP \ _ _� / LII' \ ':.-r'C, ' ` 1 EOF NE(y ,• \ d� PROVIDE WATERTIGHT MANHOLE COVER\ Xr L, STg YO'P EW E W UNO ILRI i \\ -----�-------- - -- �Y0 e�>• `- - = _------------------ --28 INSERTS AT EACH CAST IRON COVER 2 25 1• \ 7 T — _ - - - * z 1{ -_-------------------- °- - - O ----------------------- • �• u��,� % GONGRM RETAimi4r WALL WITH 42" H RAILI`& w �Ew— E I tl •` \ :._��'26;.:�_• . � o O I \\ JE o: 0911 q VL`H TERDRAWN BY: I \ �° - - - - Vactosr�- - - - - - - - _ - - I1 \ UT OVERFLbW PARKING — ' " ` ` .'_' ; — \ . : ,r.:,...., . " \ CHECKED BY: I60 SPACES :,, \-:.:': :. :n;.r: ------------- ----26--- - -- - ---- - -?g--- \ NS I LAWN"1'EA SURFAGlla6 \ ATE `' '.:. r:' ;•: ':. APRIL 5, 2011 �..: \ \ SCALE: I 1"=20'-0" I ..,'. \ SHEET TITLE: I - SITE , \ ti GRADIN - I G -FY' N t' x I �:.:.:',`<�.�-� �;,:;`�•� DRAINAGE \ � ,::'�:: •.`•:;,;;:`.; :: .�;,:':�.:: .::: PLAN I :::. . :<:; :pGT H ..: �'' ,t�::2�.1.:::•... .:.:::::.:• �:2�:r::,>:.'':r.`::,` Ea '1�ri�;2s{.�=�:'o�•r�,.� g \\ •': LAYOUT \ 5.. / Lu — — — — HEET NO.. \ IAL SI PLAN 4t�airr►:paRiMa r ,' : p� I \ PART SCALE. 1 - 20 -0 I :`36.:SPACES.:.",::'::`: ::::,.,.•^;`' ;,.... ; ' ;'.; ;`:; \ r:.'6`RA'VE - WIND ' . P =2 TURBINE " ' 26 27 ,;a: �, i %`;':' N:;� `¢• Hedge, Red Twlg Dogwood °[i n+''-'2,�i;.i�S.'... ':i;• '.•i`•T;' `_'_Yn' ~'`r,ai�.':``[?g,F;:,`fT.'gr:.. /jQ'� ., ,;„�';.' ,•.,, ;�.,.,�,;;fc`i^.`'.=;' ;,;,:,;�.;?•: �' , _ t.;:;,, LEED CERIFICATION STANDARDS G \i ..Ri�:r •.?•i.:.�`�y.i%C i' i.•: .,.J,t- _`:T.`•^,..;,d .S•h)_' e'.a:;' .-n . �•C�': K'?.- .Ay M1.i.:`-r:lr ;fin,. .,�.• '.s,• �%�'%'!1ic"% EPflclent Ldsca n No Potable Use or VI . {� •��:'[iln„�}�.hJT,�.Y':�:, ,ii,J.. -,m > .:r «.:oma/)!*i,{:'i i ;a, ^,.'+.,..}^,':>.. . ter anP9 ,;. ' z,,,r:`.Y a,n.r,;,i" ["4'C� • r'1,;•Jl „q�]":v., - :,{ �;�;:.'• y i',++? eliminate y cf all potable ln t recycled site water io , , / '' l .,t•^ :d'- ii,• .a++>i a minate all otable water me for site irrigation :.,, ii_y,+r ' POLE LI6HT5, 'IOW, .:.,:: .'.. d::z�'nr }°; J !q'. '""` (except for Initial wakerin to establish Ianta). .. . ..,. .. . . :...:: .f'i=i•;,' F , .k,• . w:=C.y':,r..;..:. :':? ea i;.?vC '[1�Va1+, aF:,.. BE6A 5I41 MH P 9 P r%�..• DUSK TILL 10 PM TYPICAL „ .� .. .'� ..• . ,J .. , .,,.. `,. . ,,. . .,y.'. . . , •,.. ;p.J,., , 4`' ..;fK , ]'V i k. Perform a Boll/climate analysis .. . . ... ,, .� ..... :._ ,� . .. . . ..;. ^^. .`.' y�%r-4,,•.,1F:wM .-b."`•+j�e- ;Ji=-er�'r,�! w��t•;�F [.. 1 �-`,�,s::."t..,;,.A[ anal sb to determine tPPro date landsca e types and deal the o: ' � ?=.,^i'i'i'`• '\ •;:�`���°� _ landsca a with Indl mous lams to reduce or P 9 P - +Sr�: ^�+ +-•'+•``�':%?!"'�`��:`>`+i�%F"I�+i" >: ellminate I rl atlo requirements, consider ue `. .. is r-.+, `r'�:{:°- .r.. r nIng .. ♦ .. a . . . .. , .... . .... : .. p�:... w"•Y +' �p�.�� :p:J:.r3. `.,^,•V`_ 'ti i'+;. . . ..i :' ���. _.. •. .;.. .• . . � , .. .. �'�.' �'`'I��- "'� ' �9. - stormwaler and/ar a rvater for Irrigation. , 1., ::;:.,. ,: S' 1 ':.' �,`-2['y�. S3:°r t+.'•ws:,r's„..:'r. •r'�b,.+V11`. LI - .-J`t:.�,•+:,•, , . ,' ' :�['. .%•fi,'l:.viNyi-r l[y.;'`.:.,'+!r`;.::': id*M1eAl; PLANT LIST (Native tiv Plants) ie E%15TIN6 O - Decicluous Trees Wr Mo ) River Bir. Bet.. n1gra Eastern I n Redau d, Ceres eanadensle ,. ., . .i .. ; ..., - . . d” . . iin`-LL.e'.:t+•,4, ,, I' .civ:+ .,.4 . ;. .,+'. ^. .. .+•- . '.4'65. y'R`w i;`,.'y. . W51te Ash, Fraxlnus americana ;.,t . ,•4..,,.:: �'rrax't:..:t�awu�`r.. Z W .+,; . ; . . ... . r. .. ... .r .•n. •:.9,- "T '.a-;•.'..r�'ti`% �. �l' Jf.ry ,, ..-.n . Breen Ash, Fraxlnus penreylvanlca Flows od Cornus florlda ,!EP :?�5�,r,,., , +e. a�. i. 1td%,:jpf'.. .:.,: -a.:-:._.,1.-r,:..,•. '�..� .,.'."�+'�^• =,S"`.^'^- ' Ever reen Trees ','.J ,t ' y%'=•'��,` :n,� . Eastern Arborvitae, Thuja occldenkalls POLE LIGHTS, 90W stem Arborvitae, Thuja Ilcaka BEbA 8141 MH Am : Nnerlcan Hollolly,, lalexo ac �'��•` `:•;; i:r :=�"' ?!:�'"�r�'t����� . �:i?:•y:::.n;r,- ' DUSKTILL 10 PM TYPICAL ::`+"-:ya'1v ,:.•:r �� ��'�(� 2. Eastern Red Cedar, Junlperus vlrginlana ,.?., ? . r be• a -:ar:..;: ,:+,+,` -.-:�.-i".�i'e"•'y •,. • Y� i� � ,.. ,%+')"•„e."'•' Mite use Fitted lauea .,,,. ,` ,:,,,` , ,, �,� � - ,+...:'�„ •r''+T;.:'>k :r,'.'� '`r-y �%'�c� Colorado Spruce, Picea pungens ;!s' �.'%'iL•. -?ti t`ry Y.i�:'ie^ .:r�'?L.: -'^•!!'u'M1. ,',,ti,.\, , _rc:;.,;.!, ^�.,. -•'! ;•.r •«a :`'; ^:teal. 00 Peclduous Shrubs 'w\I ..�C�r•,-.•5;::''f;,:';a`::,,`+tt '~4"'$yn:'i!C'"•r^• Ca%'�Iw-�!`^_::r '"�,. .,�, '', �'i::: ^: >N•. SC I ' • : :i:•." p 9'.;_.`ra: (,y ei;;:•q tr= ¢:,, Shade Tru: Red Twigwood, Cornsrieea W Orson lien Ash Do 9 et e Oakleaf hydrangea, Hydrangea querUfalm •:.5.: .,,:[. . o-2 zpw,. ; `_grey ,-;r;rK:��^ ,;; + ,�,":'��' � Bush Clnquefoll, Potentllla Frvticosa ;•P :'ti .int +..y,, . 'iC?:?j'.;J':- ::.?i"'-`:i63:.g'. ..d . Beach Pum, Prunus morftlma I_ 'pti.;'r „;Y•; .,.,, t,^C i>g'.'rry, Y'"" � C-t_^: � Bayberry, Myrica pensyroylvanlca y;,:z;+>"'. ,{,v:�i,r p; i:,eJ};-p.;µ; "G:?•�: `,iY� ,y • • • ':,.' -�•.A^��I.G'•i.K;::'�=!y`"[�.�;•_ri�.r<.,;;:.,:•.`S. ;;:.,.>•..;:;;�.r:a.i 4.:•,,+af",',"�?`i[.�.,_.;'a%4r?.:r-t:r,t.::::,,',+.+F,^:":k:?vi�w•";*vr`:�.',;;'��..�.:tV}i:...�e.n. a:._r1.Y:,ti'':j;':.:ycr.r.r+t�_t.'„.�{.;,,.,.;,,;,.;„�•,,;,'_+`,,+..r� ) Lowbush Bluolot Vo,chium ollldum • ( • • A • Hlghbmh Blueberry, Vacirlum corymbo eum tFBF SI90W' Wltchhozal, HmamellevlrgInlana • C • C • SUIPA',ll *A/ i 7 ON AS rzEuulREv Evergreen Shrubs • ,..,}7,^y,.J�•w_>..s,.tK n:r',',C-^ '.;;,:3i .l:�c'r'':ti*k!:;..' •:'J:{!: _ - �;";�:e,:Yi�„R.ti Inkberry, Ilex glabraLU Plmting Bed: Mountain Laurel, Kalmla latlfolla ® B EB B ir,,?:._,r^ Decidua» Shrubs o«B - - - • • • A • ,"'(+ ' Small Nu: - Vides.n fib" Native Ornamental Grasses 0 UO • Cr R�+d Peremlab Broom Sedge, Andropus vl vnlauaeus W "' '• ' Virginia Wild Rye, Elymue vlrginlcue - Small Tres: Purple Love &rase, Eragroetle spectabllle • EXI971N6 ,' ,:KI,`'+; �'�m Recbud 5wltch Panic Grass, Panlcum virgatum ♦A L'•'� PATH �,���`•���'��� � � Plantin �� � �LAM � WALKWAY LIGHTS,SOW, Lltde Bluestein, Schlzachyrlum scoparlum v♦ (TION TURF) b ¢- ': DeeldJae Shrub ' • ' BEbA 999 Yellow Indian Grass, Sorghostrum nutans s� 'fill Evergreen 9hwMs LL ON 1iEaIIIkID, "t, Grenaw L MOUNTED G WALL MOUNT "P” WALL M o" A5 REWIRED Turf Grass (Lawn) `} IGHTS, Prem ab O ' `� +.- ' . i dg Red g gw od Drought Tough Turf 6aee Seeded Lawn 2iw GF, BESA RAMP STEP F 6HT5 f , , Hs e: THIS Poo IL Non Irrigated, Non Fertilized I , 9000K GF, ll 292OP, 9W GF, BETA 2919P SWK El ` N A • 19 9/4", B 4 B L- Exlstln Lawn on Turf) LU e '+ ' 1 90 925 OOK f2,09 N9, 5000K _ I .' f ___ Large brasses xistin Lawn 9/4' , B • 8", G • 4' • 9', B • Setr, 4' A • 10', B • 4', G • - -- ------ - E g W Largs bruise Non Irrigated, Nan Fertilized sy Planthlg Bed: Plmlking Bed: /Vw/l li - - Decldrow Shrub Evergreen Shrubs s `✓. , (Deer Resl bruus Deciduous Shrubs Evergreen Shrubs .,� .•'_ _ _ _ 5__ _ _____________________ uses A � __ WN TPerennials LAM LISHTS, 9W2-11 ON A REWIRED - • • � 1 ON A5 REGd11RED C B I -- • • 1 PATH LIGHTS,SOW — A • C B �1 90° ON REWIRED 2 E I E OBSA 8652' sow, LANK — • • r, ON As REQUIRED � B C A 1� -.,.M_ C _ o _ a5 Z 1 - - • - STEP LIGHTS,9W, �i BEGA 2915P y fy :^ ?% ON A5 REQUIRED "E" PA —LI FII Lh HTS, a AREA _ n n GAPE WALL Planting Bed: DsetrnReel korU J 8 4 Ell 8852, Sow, WGA 21-0, POLE LIGHT —� LIGHTS Lv girso 5 Deciduous Shrubs W � q5p 590 OK A 8141 MH, , BESA 6610. 598 •rF G''Oeee• br eeeeen .i+nJb W• u w " B • 1. G 2 • 9, B • T, G • 4 6,600 LUMENS 1,900 W• p I Perenn:ols ^� = A • + G • 21 • b, G • 6. 0 • 9 12' HIGH mow' '•.: --�9•g•s SLAB Large Graxu Q F• u 7a ''" : `fir•• ` Small Tree: CR IISFIINGI VINE Y - Eaet• n Radioed w N' Small Tree: D LOADING AREA Eastern Red:ud — L AGIfkS — — __________________________ LAWN OF NE P O / B Hedge: Rea Twig Dogwood 5 SON 4 S TFF rwu.Tko LIGHTS,RAMP — — IrARTIAL SITE LANDSCAPE & LIGHTING PLAN �eA�� LAM �T�53 ON A9 REQUIRED EXISTING `P - - " B "°" '°�, P OJ SCALE: I" = 20'-0CT A I 0911 I DNa wN UT I OVERFLOW PARKING CHECKED BY: '.,::`.. ..' +` . '.. Nedge: Red Tvlg Dogwood NS '::; .:•.. . . OLM IfK DATE; APRIL 5, 2011 LAWN NON TURF SCALE: I1"=20' sm M. SHEET TITLE: OVERFLC�VIf RE�R (1IG SITE dRA{V9L'ARk;: - . .. . .. :...... .. ANDSCAPIN & LIGHTIN 1 G - LE'GIY6ff1'9,. PLAN rjrleT+M;� - - I I I SHEET T NO: Ni ALL TREES IN THE OVERFLOW ; .:�.�. .•_.;•'.. w . PARKINS, AREAS ARE TO BE REMOVED I AND TRAN9PLATNED - q/ . I ND - I P TURBINE I - REVISED: Dec 3, 2010 ` — Dec 22,2010 I EXISTIN �i ARD EXIST. UTILITY / 1 /ml Y POLE (LIPA*45) I \ DealduaPlanting u•eed, _ — 0 § 1 Shrubs N Evergrsen Shrubs W Pere�lal• r_ REMOVE EXIS Z OR TURN-AROUND__ LU I I \ N � NEW SGN E ^ G ' pRtV �NP1 a O I ankMg Bed: 16N I� Dealduom Shrubs —\ _ Ever __ . , ., — t. . X , BE6A 23171• ''• — 1A� V•' �- W I anK nu — .. . — Perennlal• " I— PM GAL \ . . .. . ... ... .. . . . . . .. :.i. .. . , , — p I _ OVE EXIST. 3 _ V \ARD INEY _ IREP FOR .. . . . . . : :•. -'. ,: :, .. . . : :... , . �.. -�•: _ Cd _ _ NEVENTRY/TURN _ .. ..... . ..... . .:. .. : : - :. . . .. .. , :.. ,11 ..It? _'..: A _ AROUNDLU •., ,. . . • EW INAGE SWAL T I >„ ■ . ... . . . . .. . .. .. .. . ... .. , '.i.r•;- EDGE OF EWAY . - �i E- TO LOW PO W .,r :,�� ':ARS . — •� \ � \ EW0. X5 - -- a - „�;:",• LIM _ - - DRAINAGE 5 \ � Lr.RIVEWAY _ C9 — ITCHED TO L ON — _ — — EW FE TGH PR I 6 Z A d*M 21K Deal lk -shw�� \\ -� XISTING MumI °�GN ISP' , TYPICAL ergresn Eh ubs \ , - - --- INEYARD I brasses ` _ _ ——_ —___V — — __-- � Q I Pxemta � —� NEW SI N _ gQ 'a W J Z12 7 ILI. ul W EXIST. FIRE I HYDRANT I Q F-• u D N 7U) N• ILL W µ G _ VINEYARD I N �P y0 EXIST. UTILITY EOFNEI1,Gy �.STEF -p,F POLE (LIPA*46) N IE \ R EC 0911 \ � E • E$ \\ E E DRAWN BY: UT Q� E CHECKED BY: NS DATE: APRIL 5, 2011 SCALE: 1„=20'-0” SHEET TITLE: LL ~ N • \ / / / ' LINE E E \ SITE I \ � GRADING 54, DRAINAGE �/ —w�EW—E • \\ LANDSCAPE �W� TRw & LAYOUT W —NEN, jLlt C� LIFIE A \ PLAN \ • �,g �W�E • \ SHEET NO.: - SED KATER METER E W �EE � � • \ RPZ VALVE _ -� �! \\ —W W W PARTIAL SITE PLAN 2m\ P 329•' %x/ ' SCALE: V = 20'-0" ? \\ A5 REVISED: &RADE LINE ELEVATION 30.5 FT. \ Dec. 3 2010 RETAINING / Dec. 2'1, 2010 KALL MIN. 2' MAX. FLOOR DRAINS IN BLILDIN& T/F EL 21.0 TOP OF POOL O O Q 2 T. BUILDINO ILDIN& WALL &RADE LINE ELEVATION + 20.9 FT. SOLID FF EL 34.0 -145 FF EL 21A ' MIN. 2' MAX. RIN&5 / -rs'MAx. \ 1/4"/FT. TOP OF POOL m & T. SMENTE 1/H"/PT. . 2 /W/FT. MIN TOP OF POOL GRADE 21.0 FT. LEAGHING E. +21.47 ro + 5 POOL EXPANSION pw i TANK IE. +16.99 FledIO!wm R uN M.w o E Y IE. +19.1 E. +18.41 corse IE. +IH.B IE. +15.O POOL I/4"/FT.MIN 1/H"/PT. xreG T IRON AOpyE�, ^r IRON O II IE. +18.91 I 30T OF POOL TOP O TPOOL p.5' p R .T2 T• ESOT OF POOL &RADE 83.5 FT. TO ANOLrr&RAJM &RADE 21.0 FT. SEPTIC LEAGHING °"� 1 T• �, TANK + POOL BOT OF POOL p 11151122 69612E,- �' _ W >- &ROUND WATER _ 1/4"/FT. MIN + T. i" WASTE WATER PROFILE FOR WINERY MIN gyMA . - - - ° 7 GREASE �Mp &RO ND WATER ` W SYSTEM #2, NO SCALE TRAP IR m. MIN INLET n OUTLET - Z IE. +20.05 ° - IE. +26.08 A ° ° neArrlenuKw 1'io:e renprINo�N / \ 94D' p' LINE +_ relt9 RROVIDE YIAflenelll MHlIIOLE ' - COVGR INGR:Ar GAOII OMTO IIRTOIRI FlNldm 61GAR SEPTIC PROFILE FOR WINERY 9 :s ° SYSTEM #1, NO SCALE 4 I a 1RARRIe GElrellu 20• is z a TOI•GLM .� � W INET ® \ / MIM 4'CIA 'R T�10�� ® ® ® 10'-0' WA ® ® � TRMTIOT�NpAtL�L�Im McAG ® ® 5.MIN. ;°� RROJClMAGenGN MAwbG eonelNGRmATGAONGMrnO SEPTIC TANK - 2000 GALLON ewuxe coves INGGIen AT eAcx OMT IIeON RROJIOe NAnnn°xr Oovne RIwGIlD MAO! ® ® aAEG Ocree SEPTIC SYSTEM OAST IRON COVERS �s rnurlcpwuxs ,, gp Y2', To'die 20' z� J¢� o W y INLET MIK 4•CIA GLe IILIPI MAG i !CM1-YJFlR TO e: LAND, MI ° M OUTLET IARROIm MIN IM O O O 10'DIA rI Rmum FLOW I'� ® ® 5'MIN. ` 0 LINE Y 9 § \ ILZ 4 r e MIN.More a d Q b A W eROI.NCVUree ippt r 9u¢ O $r[ ?� NIGRA AT GGN4INT IRON '^ pA.l?I MM@NAL GdT IRON GOrRG � V pA^.I MLL MATGRIAL TO GE G•MN.RQLAATON GLEAN PANG,IMC GRANGE IN V N 5T TA p-0" Awa V6 Q GAN]HID GRANGE p'GIA. 2. z TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON -" N.T.S. WASTE WATER SYSTEM N.T.S. WASTE WATER SYSTEM INLET � iN OUTLET MIN.4-VIA :0 1l pR"aaor Armee ���F�-p:���cxGo FLOW DIA cAer IRON GOVEIG F17dM'KlTuel LINE *um eq Z. It TO WPT6 Tn WASTE WATER CALCULATIONS D"4Of`wof" ya. m eKq'ILL MATeUAL TO x1•Q81RAnON CI.GrVi G�"!D,A1ID fRAV6 IN VeeIIN pTRATA � MONOLITGO I, WASTEWATER PROCESSING wm A�EAra TYPICAL LEACHING POOL DETAIL � „ J �• � a ° WINE PRODUCTION AREA N.T.S. WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD SEPTIC SYSTEM n < w J �" a TOTAL WASTE WATER PROCESSING 395 GPD > p'-o• 2 W = U.1 WASTE WATER PROCESSING REQUIREMENTS: xielanRe • x WASTE WATER SYSTEM -395 GPD 1.SETTLEMENT TANK: 395 GPD x 2 DAYS FLOW=790 GAL GREASE TRAP (1) 1,200 GAL SETTLEMENT TANK(STL) (8 FT DIA x 4 FT LD) SANITARY CALCULATIONS N.T.S. SEPTIC SYSTEM (A `� 21EACHING POOLS 395 GPD/ 1.5 SF I GPD=263 SF USE 10 FT DIA x 10 FT HT POOL (LP) I. ALLOWABLE DENSITY EFFECTIVE DEPTH (10 FT. DIA. X 9.67 FT. HT.)= 303.6 S.F. HYDROTOTAL ACERAGE: 39.78 ACRES (HON PLANTED VINEYARD) PLUS 50% EXPANSION (EXP): 10 FT DIA x 10 FT HT �.H,E WATER EOLOGICAL ZONE:ZONE IV TEST HOLE GE MARK NCDONALD TYPICAL CLEAN OUT DETAIL WATER SUPPLY: PUBLIC WATER GEOSCIENCE ALLOWABLE DENSITY: 39.78 Awes x 600 GPD. = 23,868 GPD. NO EL TEST HOLE DATA(1/612010)SOOTHOLD,NEW YORK 11971 �'%OF NEIy N.T.S. SITE WINERY: NE DENSITY CALCULATION 1GRADEDARK BROWN LOAM OL yP N L SrF , -f- DRAINAGE CALCULATIONS: 1. TASTING ROOM (5 GPD/Occupant) 3FT. BROWN SILT ML = 9Z ROAD ENTRY 1 CURB CUT AREA PARKING AREA 5 GPD X 100 Occupants - 500 GPD DRY WELL AREA X RAINFALL X RUNOFF FACTOR DRY WELL AREA X RAINFALL X RUNOFF FACTOR 2. OFFICE SPACE (0.06 GPDISF) 4 FT. BROWN SILTY SAND W120%GRAVEL SM - 1,576 SF. X (2112 FT.) X 1.0=263 CU. FT. (DW) 'A" 14,662 SF. X (2112 FT.) X 1.0-2,414 CU.FT. 0.06 GPD X 1,498 SF =89.9 GPD BROWN FINE TO COARSE SAND SW 01795 1 TDWr"D" USE: (1) B' DIAMETER x V HIGH POOL USE: (4) B' DIAMETER x 12'HIGH POOL 3.WINE PRODUCTION (0.04 GPD/$F) c (1) 8'X 6' STORM DRAIN RING= 253 CU.FT. (4) B'X 12' STORM DRAIN RING- 2,026 CU.FT. 0.04 GPD X 3,147 SF= 125.9 GPD SERE A USE: (1) B' DIAMETER SOLID WALL DOMES USE: (1) B'DIAMETER x 4'HIGH POOL 4. RETAIL(0.03 GPDISF) 23 (1) 8'SOLID WALL DOMES= 54 CU.FT. (1) 8'X 4'STORM DRAIN RING= 168 CU.FT. 0.03 GPD X 565 SF= 16.9 GPD NO WATER ENCOUNTERED Zf NO: PROVIDED REQUIRED USE: (5) V DIAMETER SOLID WALL DOMES 0911 307 CU. FT. > 263 CU.FT. (5)8' SOLID WALL DOMES= 270 CU.FT. TOTAL SITE DENSITY FLOW=732.7 GPD OVERFLOW PARKING PROVIDED REQUIRED PROJECT NOT OVER DENSITY N BY: NS & UT DRY WELL AREA X RAINFALL X RUNOFF FACTOR 2,464 CU. FT. 2,4"CU.FT. SITE DATA (DW) "E" 16,424 SF. X (2112 FT.) x 0.6=1642 CU.FT. CRUSHING / LOADING AREA II. SANITARY DESIGN CHECKED BY: NS USE: (3) 8' DIAMETER x 12'HIGH POOL DRY WELL AREA X RAINFALL X RUNOFF FACTOR SEWAGE DESIGN FLOW: SCTM # 1000-35A1-24 (3) 8'X 12' STORM DRAIN RING• 1,520 CU.FT. (DW) „B„ 3,545 SF. X (2112 FT.) X 1.0-591 CU.FT. WINERY: PROPERTY: 825 Route 25 DATE: APRIL 5, 2011 USE: (3) B'DIAMETER SOLID WALL DOMES USE: (2) B' DIAMETER x V HIGH POOL 1.TASTING ROOM (5 GPD + 2.5 GPD/Occupant) Greenport, NY 11944 (3) 8'SOLID WALL DOMES= 162 CU.FT. (2) B'X 6' STORM DRAIN RING= 507 CU.FT. 7.5 GPD X 100 Occupants m 750 GPD OWNER: Jemco Realty Associates, LLC SCALE: PROVIDED REQUIRED USE: (2) B' DIAMETER SOLID WALL DOMES PO BOX 67 NO SCALE (2) 8' SOLID WALL DOMESz; 108 CU.FT. 2. OFFICE SPACE (0.06 GPDISF) Greenport, NY 11944 PROVIDED REQUIRED 0.06 GPD X 1,498 SF =89.9 GPD TOTAL SHEET TITLE: 1682 CU. FT. > 1642 CU.FT. 615 CU. FT. > 591 CU.FT. 3.WINE PRODUCTION (0.04 GPDISF) SITE AREA: 2,627,975 SQ. FT. = 60.33 AC. ROOF STRUCTURE 0.04 GPD X 3,147 SF= 125.9 GPD RAIN WATER ON ROOF AREA TO BE DIRECTED TO 4. RETAIL (0.03 GPDISF) VINEYARD: 895,158 SF = 20.55 AC DETAILS/ UNDERGROUND STORAGE TANKS. RAIN WATER WILL BE USED 0.03 GPD X 565 SF= 16.9 GPD NON PLANTED: 1,732,817= 39.78 AC FOR LANDSCAPE IRRIGATION. LEED CERTIFICATION -OVERFLOW SEWAGE FLOW =982.7GPD CALCULATION WILL BE DIRECTED TO SAME SIZE DRYWELLS TOTAL SITE SEWAGE FLOW=982.7 GPD ZONING: R-80 STORAGE AREA X RAINFALL FLOOD: Zone "X" TANK 3,803 SF. X (2112 FT.) =609 CU.FT. III. SANITARY SYSTEM REQUIREMENTS ZONE (TK) "C' USE: (2) B' DIAMETER x V HIGH POOL SEPTIC SYSTEM -982.7 GPD SURVEYOR: Peconlc Surveyors (2) B'X 6' SOLID WALL RING= 507 CU.FT. 1.SEPTIC TANK(ST): 982.7 GPD x 2 DAY FLOW= 1,965.4 GAL 1230 Traveler St. SHEET NO: USE: (2) B' DIAMETER SOLID WALL DOMES USE MINIMUM: 2,000 GAL SEPTIC TANK(10 FT DIA x 4 FT LD1) Southold, NY 11971 (2) 8' SOLID WALL DOMES=RE110u8 CCEU.FT. 2.GREASE TRAP (GT) > ff CI - USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE NO.49618 AREA X RAINFALL 3.LEACHING POOLS ( LP): 982.711.5 S.F./GPD - 655.1 S.F. DATED:1993 w/ update DRY WELL 3,803 SF. X (2112 FT.) =609 CU. FT. USE MINIMUM (3 .8 FT. DIA. X 10 FT. HT.) OCTOBER 21, 2009 SP =5 (DW) "C" USE: (2) V DIAMETER x V HIGH POOL EFFECTIVE DEPTH ( 3 -8 FT. DIA. X 9.67 FT. HT.)=725.25 S.F. VINEYARD (2) 8'X 6' STORM DRAIN RING= 507 CU.FT. PLUS 50% EXPANSION (EXP): 2 -6 FT DIA x10 FT HT USE: (2) V DIAMETER SOLID WALL DOMES (2) 8-SOLIDWALL DOMES= 108 CU. FT. 6 5� CU. FT. > 35 GENERAL STORMWATER POLLUTION PREVENTION NOTES 130 1 / SITE DESCRIPTION 35 1125 � 30II ' I Development activities for this project will consist of the construction of a new winery building along with all associated site work.The site work wit Include:grading \ III I of the proposed road and building surfaces;Installing the proposed drainage structures; D / / ' — Installation of proposed sanitary system and water III electric lines;wind turbine; SOUND ROA / / \ \ \\ \ \ I paving of the proposed road;construction of the building.All Improvements am to / \ }\� I I I II conform to Slate,County and local standards and specMcatlans. 25 260 i I \ ',—1\I IIII I I T OLD \ II I � GENERAL SEQUENCE OF 5RE ACTIVITIES FOR THE ENTIRE SITE TOWN GF SOU � \ I I I 1111 I 1. Installation of erosion control measures(slllfame barriers,slope slaballzatlon, n\ � I\m A� construction entrance). I Y i z z o m\ I 128b.77' 11.11 I I 2. Grading of the proposed road i \ z \ 3. Installation of drainage structures,sanitary and water S electric Imes. EZ m / 0 Ti A 1 \ \ \ IIIIII I 4. Installation of remaining erasion control measures(inletgolectlon). O 1111h I 5. Paving of the proposed road and parking g Id. co / al I z \ I SOUND ROAD N 5 A\ I 5 5 x v �— �- S.Removal nf the erosion mcotrd measures. m mwlne y \ I 5\ 1 111 Q S.Excavation of the ba '. \ IIIIII I Z � 7.Final lentlsraplrg 7W 1 Z Z I I� m I 11 \ \\ I \ IIIIII III II SITE DATA ` W 5501\ IZn_A nAarl_ I I N27'33\ '20'W o OSite Area; 60.22Ace\ \ �t D I I Pre-Development Runoff CoeM em : 30.00% (light vegetation) i N PostAevelopment Runoffent.32.2% 50�, Soll Claesltlan:Bee test hole Receiving Waters: Z Low point an sxe ER NCING DEFE \ _ i \ \ \ \ I IIIIII I \ POLLUTION CONTROL MEASURES N2747 /► ' \ \ \ '\ 11 I I \ In accordance with the provisions of the USEPA General Permit,slam water management Un \45 I and erosion and sediment control measures Including,but talo t Ilmlletl ,the following shall N i 15 1 \ ri \ \ ' IIII 1 �J 1 be employed during construction: 11 1 IY / n} \ 11 1 I N A.Existing vegetation to remain shall be protected(by installation of construction ction fora M \ 10 i \\ I 1` 11 I I I II N uD 1 other approved means)and shall remain undisturbed. Q i Z \ reas B.Clearing and Grading shell be scheduled so as to minimize the extent of exposed a I and the length of time that areas are exposed.A maximum of 5 acres shall be disturbed at V! o \ — I 1 I one time unless written permission is granted by the NYSDEC.Graded and shipped areas 1 T 1\ \\ \ I 1 1 1 1 �$I (� shall be kept stabilized through the use of temporary seeding as required.Seed mixtures } / \ \ \ I I I I 1 N O shall be in accordance with the soll conversation service recommendatlane. m \ I \\ 1 1 1 I v� I day o exposure, willbegl seeded within or f ,unwas mrespend be seeded Immetllet yrs complet d,or if nsiruc n on en area Is suspentled, shall \ I 4 C.Bare ells shell be tilminUj (V 27 days es merlins a e 1 I m \ el Q i — A — Ma NG usYx \ \\\ 1 \ a.Seed preparation-scanty loll If compacted,remove debris and obal dles such as m220. \\ \\ \\ 4 .O\\\`11 r7� \\ rmisand stumps. Uj a / l I \� OIG I �� 1 b Sall Amendments Z / N/O� 3I \ 900 roe of 5-10-10 or q per ( Ibdi a ) Lime loph 9 0 II KONTOKOSTA fon I Ewanrwuvrti I 1\ -0111 I -p, 1 z FeNlizewlthe a ulvaee acre i4 w .n. \ o> r 1 a II 1 OO rn 1 c.Seed Mixtures tri 11 \\ -0111 11 \\ 1.7emPagTa seedlings e.Ryegrass(annual or perennial) 30 lbs.per etre(0.7 be per 7,000>q.nJ a b.Certified'Aroostook'winter rye(cared rye)®1001W.per scre 2.Permanent neem seedlingsr 1,000 sq�)��pl reseetlingNOcloherlNovember. Z ' —f130�8A= — — — INLET GI o!arta a� ESI e p G I \\ \ \�\ \ \ D The length entl steepness o1 clearetl slopes shall be minlmhatl b retlum nrnoll velaGtlaz `L/ X60 �W MNED TNRUUGNiGGf -7—COMT. \ \ \ \ \\ \ \ Runoff shall be diverted away from cleared slopes. & - E.Sediment shall be trapped an the site and not perpifled to enter adjacent pmpertles a public rp ' O I I 1\ '� roads or dramatis systems.Sediment barriers shell be Imbalmd along the limits of disturbance \J\\\ o�'� prior to the start of construction and shell be maintained unfit construction Is complet,. o �� a \ \\ \ F.A tracked ort 1.1 road. enhance shell be ntrmaintainedceshall to beprevent main aril0-M loose deeds from bring p,LEV RppO N N GRAVEL tlgAY l P 7 S ' {1�ayl� N�t \ — \\ tracked oris lose roads The construction entrance shall em meld a cleared unfitred Me site Is permanently 1 E7P \ \ stebllizetl.Any sediment tracked onto public roads to he removed o cleemE n a dally basis. _ G.All runoff shell be retained on elle to ted from once with local regulators thou am approvals.Drainage Inlets Installed on elle shell be protected from setliment buildup Clough the use of appropriate 1% \I 1 inlet prolectlan. JV — \ ( +$ \1\ II H.Appropriate means shall be used to control dust during construction. ad Z 1 GyxWEL ORfYE'NAY_ '=— e eiEM \ ILT�MEDGq WtNL \\ I I. Sediment barriers and other eroslon control measures shall remain In place until upland disturbed _ \ CONSTRUCT! \¢„ \\\ I areas are permanently stabilized. Following permanent stabilization,paved area shall be cleaned d to Q• ' g — \ „ 1 soli and debris and drainage systems shall be cleaned and flushed as necessary .SV T ce \ \ g Y NLO _�—r _�_—_- ____—_ _— — ur \ J �, en N ❑ to \ J.The owner/appectiocs must Is responsible for Inspection and proper spelnlemrrs n eroslon control 0 O >a J TE s —� RUSHING PADjF II\ \ v Q• measures. Inspections must be performed by a certified erasion coned specialist,licensed W -J. }; p GA . AsmawArR, '1'l+ professional engineer or a trained technician working under the supervision of a licensed professional EEE Z anreA � � � \ ll I �r engineer every seven calendar days end Immediately scar periods of rainfall greater Q W• u i ui w _ « • 1 \ than one half Inch. Maintenance measrues are to Include, but am Trot limited D,dawning of recharge a ❑ "� �� D� - \ `` \ I MAIN EN I 7Y3' w I 7 1 basins,sediment traps and drywalls,cleaning and repair of sediment barriers,repair of berms and EXITU.J. a X w � \ I ® ® I \ 1 I I runoff dlveders,and clearing and entl repair of Intel protection devicem s.The awtlmperebr/conbadar � W' i — w • \ I 1 Is required to maintain copies of the NOI,SWPPP A General Permit on at all times.NO[and p \ I I \ I I General Permit shall be posted at all times. Q F• U 1 I OVERFFLOWI IxLET PRorecnox To eafWTA \ I PARI(I G _ MANWA Ex DRAINAGE nlal�ie eGNST. \ K. During conslructlan,the contreelor will comply wiN ell local regulations concerning the tllspmel (n (n \ / of solid waste and debris and toxic and hazardous waste,as well as sanitary sewer and septic system 1085.53' o \ ab H\ ° OVERFLOW (TTPICAM I / 5 w y. SPACEB ) \ ) regulations.Temporary fencing shell be erected around the pedmetarof the site along with the — . — PARKII�Nis \ / / placement of dumpslere to control the buildup of debris.The contractor shall Periodically clan up any debds accumulated along the temporary fence and empty tie dumpalers regularly. CY OI L 3 ' OE / .Amer the project Is complete,the ownerloperafar will be responsible for fllirg a Notice d Termination _ \ ,;'/ (NOT)with at the NYSDEC to clow out the open SPDES General Pemlll No GP-0-014001 for y•/ Storm Water Runoff from the canahuctico activity. ,7 y RP= �— 15 ) \ \I 1 � M.The contractor must complete the construction sequence schedule In tie repot with start and qT —VIO:QE • i _�� I / I end Gees. 3.5 c 3 o SOUTHOLD INC. i —SO- - / i V /1 Unless otherwise directed by the owner,the contractor Is responsible for maintaining M mcessary • I IN G AT Y i qry _ I O rO records of construction activities,preparation of Inspection reports,and reporting release of pollutants •r - -- 151 0.16'30 10 pE00N10 LAND / i S i / 111 / is A / to the proper autiedfies as necessary to comply with the Natiormide Permit The contractor will report $53 NCO/F s / E / / any required modifications to the SWPPP necessitated by field aMltlarts a construction activities a DEER FENDNG the Engineer/Architect for revision of the SWPPP where appropriate. G h53- G y1. / i III m I RED AR \ 3G0 \ III I SII R � �\ 1111 e� 1 J O: R0 0911 --r 1 I wro \ 125 — S21'34'40"E 410.00' 35 \I \ .m 1 SITE DATA DRA BY: NS to '25 1 tip\ \ I 821 '05'30"E 982.87 30 25 5 \ SCTM # 1000-35-01-24 CHECKED BY:NS /� PROPERTY: 825 Route 25 N/O/F PECONIC LANDING AT SOUTHOLD INC. LOCATION MAP OWNER: Greenport, NY 11944 DATE: Jemco Realty Associates, LLC APRIL 5, 2011 PO BOX 67 SCALE: asse Greenport, NY 11944 V = 100'•0^ I TOTAL SITE AREA: 2,627,975 SQ. FT. as 60.33 AC. SHEET TITLE: TEST HOLE BY MARK McDONALD VINEYARD: 895,158 SF = 20.55 AC NO SCALE GEOSCIENCE _ NON PLANTED: 1,732,817= 39.78 AC OVERALL TEST HOLE DATA(41612010)SOUTHOLD, NEW YORK 11971 SITE PLAN GRADE EL:26.8' FLOOZONING: R$0 1FT. DARK BROWN LOAM OL OVERALL SITE PLAN as SWEEP ZONE Zone "Ws SWPPP ZONE FT, BROWN SILT ML SCALE V a:100' 2 � �I(;" SURVEYOR: PsconlC Surveyors T4 FT. BROWN SILTY SAND W/20%GRAVEL SM 25, E f g! 1230 Traveler St. f�° LICEN E NY 11971asssxzlsvll� SHEET NO.: S BROWN FINE TO COARSE SAND SW LICENCE 93 w/ u 18 100 200 300 400 500 DATED:1993 w/ update GRAPHIC SCALE OCTOBER 21, 2009 2 VINEYARD FT I NO WATER ENCOUNTERED S P REVISIONS: ROAD NOVEMBER 12, 2010 I SOUND REVISIONS" JAN. 10, 2011 (SHOULDER RE- CONSTRUCTION) 1 I I I LLI >m A�PIX£ Y I L N' I o w Z o I I ,.o.» Z w Z LIPA POLE wIto Qa SI ; rw. r'Vror PIPETY —\ 1 th Lu tu Q a s I l EXI5TIN6 VINEYARD ' h g0AD ui IN C\2 / \ CAST IRON INLET HA1 sasirlHo"sPl w GRATE V / \ L/PAWIF Z PIX£ ; 3• I EXISTING VINEYARD Lu _ Lu EXI5TIN6 `v p / PEST DRIVp{N,gr � I I w '^ EXIST. GE / w To BE r1ovED / AREA OF — ~ I I ice/ p _o ENLARGEMENT IAP E NOTES: _2 ipp05m F'RgR�Ep \ \ d ^ L/PA PALE 1. CONTRACTOR TO CLEAN EXIST. I� 1 I �� TURD " I Lu DRAINAGE BASINS ALONG AND ���III I y E ggpq11}}'' I W IMMEDIATELY ADJACENT TO THE o II NY 25 SITE FRONTAGE AT THE COMPLETION OF CONTRUCTION O E 2. REPAIR EXISTING SHOULDER, \ ORDEREDSIDEWALBY Y SDTA ERENGIN ING AS. Z IEIjTyTRY A \ \ \ QPASPEGIFMGAT10N5 & \ Y 13 OT \\ \ 8SC9 Lu LIPA POLE I R' R' Lu �O / _I IEL `W� Y �ERIF LU _J.LPA Lu. r BEGINNING OF I L EXISTING VINEYARD GONG. CURB Luk oc Z U) EXIST. HYDRANT • MST. HMRAM p L I • J _ Z Q p of n,E[v� O � wuypM,. A PLWE * S=�G� l STF�C�z'F Z k LU \ LPA Pd£ A,m p Sick I EXISTING VINEYARD _ LIMIT - 45 I wl W yl - - ---_ PROJ TNO: 0911 DRAWN BY: NS FENGNB / CHECKED BY: NS DATE: ENLARGED SITE, PLAN at CURB CUT , • I APRIL 5, 2011/' SCALE: / AS SHOWN 40 SCALE: 1" = 20'-0" 60 SHEET TITLE: `'PA "� I�"J I ® PARTIAL GRAPHIC SCALE 20 40 60 80 100 r n T OF PIPE SITE PLANS AT CURB I Z CUT PARTIAL SITE PLAN at MAIN ROAD SHEET NO: SCALE: 1" = 40'-0" SP =7 0 40 80 120 160 200 GRAPHIC SCALE REVISED: NOVEMBER 12,2010 REV JANUAERY 11,2011 (BICYCLE SIGN-SHARE THE ROAD) S n e' rns.aer TLOP OF PAVEMENT OR aTONE TYPICAL DOME TRAPPIO 9LAe oR oohe W/GRAY! N.T.S. 10' CURVE 24' WIDE DRIVEWAY CURVE 10' EXISTING, PAVEMENT J ea PLANe POR LOGATIONJ PITCH 1/4• PER FOOT FROM IE T CL Y PITCH I/4"-I/2• PER FOOT ;R°}; O bRA55 O ASPHALT SHOULDER +.�-; ® ® ® ® ® ® ® ® ® g DRIVEWAY/CURB PROFILE `' � ® ® ® ® ® ® ® ® ® O 5 r. k N POR INVCJlT9 ^31 rr,",fir, SECTION THRU 8 0 Z W FULL CURB g ® ® ® ® ® ® ® ® ® Z SEE SITE PLAN 5' MIN. ED RE3 cAsr-IN-PI.we � � /A EXISTINS PAVEMENT CONCRETE CURB SEE SITE PLAN FOR DIM w 2"TOP COURSE (ITEM 402.09 11301 i ITEM 40x.009311) T, 91NOLE STORM pRA 211TINA6E RINe 5110Y91 EXIST. 'BINDER COURSE ITEM 402.198901&ITEM 402.106911 PAVEMENT ELBBA9E' sn ro To x`LEA" 5112" BASECOURSE (ITEM 402379901 L ITEM 40x.379911) 5@ ASPHALT PAVEhENT STORM DRAINAGE RING 6"SUB BASE COURSE (REM 17304.101100) CONSTRUOTION DETAIL TYPICAL NO er•,v TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT DETAIL W LIFT AND A THEJOINTS BETWEEN NEW AND E%IGTINO AaRHALT PAVEMENTEDOEa. CONCRETE CURB ROAD ENTRY I CURB CUT AREA W _ DRY WELL AREA X RAINFALL X RUNOFF FACTOR TYPE VF 150 (DW)„D" 1,576 SF. X (2112 FT.) X 0.9-237 CU.FT. OOL ASPHALT PAVEMENT CONSTRUCTION USE:(1) STORB'DIAORAIN 'NIG- 253 v/ USB'X) STORM DRAIN RING H 253 LU.FT. THE END OF CURB NOT ABUTTING EXISTING CURB SHALL USE:(1) B'DIAMETER SOLID WALL DOMES NTS 1BE 0 FEET AT LOCATIONS FACING TRAFFIC/EAL IN THE LAST (1)S'SOLID WALL DOMES sr .CU.Fr. PROVIDED REOIIIRED O 70701 CU.CU.FFf. > 'l37 Ci�FT a z w Lu PROJECT SITE SCTM # 1000-35-01-24 96 z U) Q• n o i g WL � mow• EXIST. 4. VINEYARD 2 U.I.• a $ VINEYARD W Q H• v ffi WORK AREA SEE W W SITE PLAN SHEET O � F N Kia P 9 UTILITY EXIST. Q NeIV Z UTILITY P0� POLE E W O<KO POLE POLE HYDRANT LIPA 4G =00 H LIPA N eM,00n SIbN 91514 SIGN 51514 SP py L SrFF(�R,� _ - - - - - - - - - - . �R9liTf-25 516N y� T . � ' UTILITY' moo' 21 T _ POLE SAM 'Y 51514 " LURLI7r UTILITY VRLIrr TRA PPIc REFERENIGE MARKER TRAFFIC UTILITY L POLE L POLE L� POLE CONES 25-0104-16'4 s F CONES �7mc IXI9TWY gVVDt r PJflr tzo ;r E R� � � 5I6N Y REFERENCE MARKER �,t �� Ti+ 516N 2 25-0'104-1672 ¢fO PROJ NO: 0911 SIGN E_; 45 MPH ZONE DRAWNBY: NS 516 /� �N[ ��m Z SSS m `/`7DyJ( m CHECKED BY: N$ OG On FT � g g� CONES EVERY 50 FT LENSHT WITH A ONE DATE: FOOT LATERAL SHIFT TOWARDS CENTER LINE APRIL 5, 2011 ONES EMERY 50 FT LEN6HT S SH0°��R SCALE: FOOT LP' -- SHIFT TOWARD N.T.S. AD IJ5T 51614 LOCATION SHEET TITLE: TO AVOID ROAD MAINTENANCE & PROTECTION MAINTENANCE AND PROTECTION OF TRAFFIC PLAN OF TRAFFIC NOTE. ALL LANES MU5T BE OPEN TO TRAFFIC BEFORE 9 AM PLAN & AND AFTER 5 FM. NO LANE GL051N65 ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSIN65 WILL DETAILS WE NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR SHEET NO.: N ENLARGED SITE PLAN NO SCALE SPW8 I I I � N ry I � EDGE OF 6RAVEL SURFACING ------------ --- NEW CONTOUR —--- -- - -- - - - - - --- -- - - -- -- ---- ---2Q Y LL 0 W } -- --- - - - --------------- --- ---- ---- -------------- --- - -- --- -- Z Lu Z -- ---- - --- - ---- -- - ------ - -- - - - - -_ VERIFY WITH FINAL GRADE I I I I 23-0 ' � a li Lu 33 A m + 3344 rP NOTE: SPOT ELEV �TERRAGE (ABOVW I ® TOP OF PAVERS I ` I NEW 8' THK. CON,. SLAB I I ' I W I I RgtmFoRGED v4/6x6 #6/061l 66//06I Wpva+. g 4'_O„ �� 1 ---J I PR�OYI bSAYW GON I I I I ry m A51,1�1 p L--- r m o m m m PROVIDE 03 DEFORt�1', 1,,rlI LL --- W ry ry N m RESAR 56' LONG AT BO'SCiIXG�p'D PI W/ Q N� li O.G. SET IN CONC. WNI I IW/ 16111 r1l E THI K TUBE I LL 6' AND 6ROVIFD. I I SLAB (4 C) 6 O � mmar PFIOVIDE 05 DEFORMED OMAR 55" 22 �v-I-I � I1 ' WAT 24' 9A. SET IN SONG. I 1 10' AND 6ROurED. 5I I IILu_____ ______ I- .� .�. g �/2' QD9TLn vn . �-r. . . . - W/2'X2 XIB'P.G"-� 9T!I' fOOTIN6 A9 REQUIRED -- -- -- -- --- -- , 1" r ry - ---- -- BELOW FROST LINE 20.14 ---- - --- - - -- -- + 201 ' ..--- 9'-10' -- 16" II'-O'r 16" II'-O' 161 II'-0' 16" 6' DEEP CONG2SFELF - -- r 112' i W15-MS REBAR \ ___ - I ' �p Wq�.I 3 1 I ry I 4'x4k10'D PG. FTS' I 1 AT HEW FDN WALL I �I�DE HA Al 1�u �`I I 4�5 ET I I (SEE PDN DETAIL04) I DROP PTO S' BELOW ,fR^�", I CONTINUE FDN WALL 1 CRUSHING PAD SLAB I M(PP.2ELOC'TIOH51 I QR PROVIpp HAUNCH I b RT MAIN RIM _ 5LA6 Z TO DRAIN I y 04'-6bJ 24'-6" 2 -0"3' 14'-O" 201-0" 12'1 I " d Z RAMP DOWN 10% MAX. 2 I o I I o ENTRY r N 6 a w a• e mI n 9S TRENCH DRAINI L JOINT 1 m (ABOVE) m n" 0 "� } J �• & C 1 1 1 I I f—7.O61�o VOTTED) w CRUSHING PAD/RAMP I °_6, I DW- 19 91 O NEW 6' THK PO. SLAB VV M9 - I - REBhR• 6. OG EACH WAY �0 _t _ BASET - �'. m . w " (SET 2' OFF BOTTOM OF SLAB) I I m T . ` SET ON COMPACTED I 5'x5k16'D P.G. FTS, I I NEW 6' THK P.G. SLAB W/ +B 1 m h - Q F• u a GRANULAR SOIL USE 4000 PSI I w/4-SIS REBAR EA RESAR • 6' Or, EACH WAY m 7u) N CONCRETE I iH WAY SET 4' OFF BOi. I I (SET 2' OPP BOTTOM OF 1 I NATE: SPOT ELEV j 2" R16ID FM INSUL iv I (TYP. 4 LOCATIONS) I 1 SLAB) SET ON COMPACTED I ®I TOP OF PAVERS ry I 6RANULAR SOIL USE 4000 I 4 12m THK P.G. WALL I VERTICALLY FULL 1 5TL 'COLUMNS ABOVE 1 1 SLOPE WITH GRADE I HEIl OF PDN WALL I t7rnIGAL1 I Ib" I PSI CONCRETE I ' - - ------------- ----------- --- ---- -- ---- ---- --- - - - -- 1 - -- rz---- - --- -- ---rz- ---- --- ---- - J DUMPSTER- - - -- - - ------ - -- ---T- - -- ' __ -------------- --- ----- ------ -- -- - -- WRETE i- -- - T- PILASTERS TO ORT , 33.94 1 6' e GONGRETE / --- - r- --- NOTE: 1 TUBE ITH 50'SQX12� OF NE I • 'Q FOR STL 51ZES t PARTITION I R®/,R 96' AT 24' o.G. I DEEP '6 To c c m m o S�P�.1 �,s rF yOq ENCLOSURE LI!gVT SEE BASEMENT FLOOR 1 SET INC I P L PLA I SET IN GONG. 8' AND I UNDIS IBUTE 90 =c F� ,F Flo. Ir �. �0 -0" I 6" P.G PDN WALL A/ I 80'90 XIS PI I ry I NEW �' GONC. SLAB ry ry N m m m 20" X 10"D PTS TO W/ 16' W 7HI SLAB i REINFORCE K/6)* LJOINTS %UNDI5TRIEl SOIL I '� AS R=O'D5 STONE kM TOO TYP. AT TEl I I Q T� c Ad ED AR li I RAGE ( I PR V 8' DIA. �'.ONGRETE CUBE O T : ---- -- •• ___- - -- ----- AT ED Eo RAMP TIED To 0911 ry 33------------ ---- ' TFNC CONG. I 1 * REI THIGIGENED 9LA� + li I` I w/6x6, x6 WWM. . . (APPROX. 6 OC) DOWN TO m DRAWN BY: J �. I DE SAWN WN JOINTS r=-- I - UNDIS SOIL) ry UT - 'D (sm SPEC) I - CHECKED BY: 1i u u z ------------- - ---------32---------------- ' ----q -- -- -- ----- Z 4 Q $ RAMP DNI 2 0 AGGESSIBLE RAMP .} DATE: 'i TOP F PAVER3- i APRIL 5, 2011 33. 6 WALKWAY AT GRADE SCALE: NEW 4" THK. GONG. SLAB - --------------_-- __-_ I2 REINFORCED w/6x6, 06/06 WWM. \\ \\` SHEETTITLE: 1 I I V. 20,11„ PROVIDE 9AY•✓fl CONTROL JOINTS SH AS REOb li -6• 6'-r FOUNDATION 2 li 42'-0' 23'_O" 5'-0,1 2y1.On PLAN 1 23'-0" 1 1 1 I 1 I I ' I i I I 1 SHEET NO: NEW CONTOUR ----- ----- --------- - _ ---- FOUNDATION PLAN 1 I • SCALE: 1/8" = 1'-0" ■ STONE PAVERES ON #4 REBAR AT 12 SETTING BED 010. a STUCCO INSULATION FINISH OVER RIGID I 4" GONG. SLAB W/ (4) #4 REBAR (3) # 5 REBAR INSULATION •' :'�' _ •. �, 6x6, #6/#6 WWM. FACE OF FND. WALL GRU5HIN6 PAD •- LINE OF PILASTER TERRACE < BEYOND. .�; r ' BEYOND STUCCO MEENSION TO FIN. < � #5 REBAR AT 24" O.G. 6R 4DE VARIES # 4 REBAR a 12" O/C. 1/2" EXPAN510N JOINT )r">g :�: :'.r ;: STIRRUPS ;:i PROVIDE 30" SPLICE. r �. FIN15H GRADE '. . ,•, . 3) # 5 REBAR #3 REBAR AT THICKENED SLAB E06E TO EXTEND INTO , ! BASEMENT O PROVIDE 501p SPLICE. 51-AB 50". (TYP) : •: j N W >- (1) (1) # 5 REBAR ': ' a' AT (V O/C. T BRACE. ) I EA. WAY (2J-# 5 REBAIR e W . ; > Z co 0) # 5 RESAR „ (3) #5 REBAR IN FOOTING ' - •' ' CONT. • FT& 9eBRACE. 2” RI61D INS--. :.. VIDE 30" r # 5 REBAR AT •: O/C.. PRO z �' + (3)-#5 REBAR SPLICE. W O5 SECTION at PILASTER 10" I (2)- #5 REBAR �A SCALE: 3/4" 1' -0" .:� •, iii • :: 2v 2'-6" N ALL CONCRETE FOOTIN65 TO TERRACE Lu ~ (3)-# 5 REBAR. ;� BE PLACED ON UNDISTRIBUTED SOIL FOUNDATION DETAIL a _ J �. _ BASEMENT & CRUSHING PAD SCALE: m ^ • # 4 , REBAR AT 12" /G. O FOUNDATION DETAIL W •. SCALE: 11"=V-0" • • . ." # 5 REBAR AT 24" O/G. x . - . (3)-# 5 REBAR. 3/e"xl8" ANCHOR BOLTS AT 32" O/C. FASTENED 12" x 30" FOOTING. TO BILL W/ WASHER d MAIN TASTING ROOM NUT. 42" H METAL RAILING 6 PLAN DETAIL AT PILASTER 1/2 EXPANSION JOINT #4 REBAR AT 12" O/G. 3/4" PLYWOOD SUBFL U) 4. SCALE: 11" = V -0" bXb 111/5" TJI/360 ® I6"OG � �• � ^ 4" GONG. BLAB W/ bxb, #b/#6 MM. PRECAST CONCRETE GRADE VARIES. TERRACE W' COPING MAINTAIN 8" ABOVE Gq FIN. RADE E W• (4) #4 REBAR (2)-# 5 REBAR FINISH GRADE. (1)-# 5 REBAR 5. (3)-# 5 REBAR. , . .-• :. ' •:' •' ; , . . . .• . .�. �....:.` '. . . #4 REBAR ®12" O/G f (2)-#5 REBAR ' ! • EOF NE �P Y� 4 T ' •• ,+.7e ': ; { is GRU5HIN6 PAD �:. .'. 6 REBAR ® 12"0/0 + #5 REBAR AT 24" O.G. EA. WAY. * s v • ;. BASEMENT i:. •.' ��. , : i. . 1�" ' Gx»95.-� U` iv • '' ,y (3)-# 5 REBAR. 36 SPLICE SSR EpT FOOTINNG ON UNDI5TRUBED SOIL n ' ROJE; - ' INE OF PILASTER n os„ �'_b° l ' • 3" GLR. TONE W/ FILTER I BEYOND oru sY: UT • FABRIC SURROUND #5 REBAR AT 24" O.G. CHECKED BY: 1/2" EXPANSION JOINT. 2 RIGID IN5UL. •• . - E 30" SPLICE.ICE NS O PLAN DETAIL AT PEDESTAL (TYPJ ROVIDE NIP HOLES ..: . SCALE: 3/4" _ 1' -0" AT 48" O/G. I #3 AT b" OIG. DATE: APRIL 5, 20,1 s^ ra " io: s_9^ EA. WAY scALE: AS SHOWN -#5 REBAR SHEET TITLE: #5 REBAR CONTINUOUS • ' !•. .. a" FOUNDATION .4 . : .` ' #6 REBAR a 01110/0 12" HOOK •' ''e •.. +• DETAILS A. VU 10, • .• ...: Go'�ir T r — J '- # 3 AT 6 O/C. EA. #4 REBAR ® 12"O/G #4 STIRRUPS- : ., ... . . :. iv WAY SHEET NO: . CO TINUOUS CRUSHING PAD/RETAINING WALL BASEMENT E ,NiS 4 FOUNDATION DETAIL ( 7 1FOUNDATION DETAIL 2:, ® SCALE: CONCRETE HEADER DETAIL 1"=, -0" SCALE: ,"=1'-0" SCALE: 314" = ,' -0" 1 2 S 4 A% 5 B 6 11 12 65' 5" I2'-4" 12'-4" 12'-4" 25'-5" I Z Z 29:_2 " Z 25'-�V 2 s � -r7 W r>r 5 Im' OD STL WL z r=X2'XIS'PG. FT6 YUw3R63AR - - TF - - - — - - - - - - - - - - - - - - - - - - - - 6 - - - - - Z A v/ 17 •i — —5TORA6 BB W 15X21X21 L= —W 8X21 I � — — — W 5X21 W oe GM vl WINE PRODUCTION AREA ' 'X16'P.G. FT6 �LI'TM CASE 5'1'ORAGE REBAR -----� NEW 6" IM P G. 5LAB M3 REBAR 6' Or, I - m TOI EACH WAY (SET 2" OFF 100 OM OF SLAB) SET • '� _-- _ v ON COMPACTED SOIL USE 4000 1051 -----�- 2 6 la GONG I �' �' MEGHANI AL I LUZ {, UP Iwo 65 r----- '------, I I r------'------, � jl ROO I � W @X21 i 556" OD X S7RON6 r--- --1 i i 586" OD X S IML STL F B3 C�JSX�j) i STL. COL FILLED _— W 12x58 CONTINUOUS I I W 8 31 br 1 S���lr I � > c CONCRETE Q•O ABOVE —_— _— _ �___ �__ PW3H611®!3e _y_ _ ___ ___STL. L. _ _L___ - r - - - ■ ■ ■ _~ _ _—_—_ EXIT ry B W J II O -- L a O STWIL" B9 • 0 0 2 I I • 5.5. TRENCH DRAIN BT 5.5. TRENCH DRAIN I 1111111111111111111111111111111111111 M 1111111I 4 n ~ W 14' r 20:_6" 4' V 1�-8„ = STL = ----- ---, " -__-1__ 1 4'x4'%1/4" i------ , 5.56' OD X S N6 �' _ ABOVE L ABOVE 1 536 O L X STRONS I _ - STL COL - I ----- STL. GOL FILLEDW/ - IU9X3� y STL. GOL FILLED W/ W 8X311 dr �LCtl2�1„FIL�� ���� � CONCRETES �NN10Ur y=_ STL. L. CONCRETE — ry RI ����� t I � +��� .' .rte—. ..•; ' GRU5HIN6 PAD _________ __ I L--- ---IJ _ _J JJ1 T I I -� �W/n<lav /.OR. ETAS 4'x4kI8"D P.G. FTS 5'x5'xl8'0 P FTS 2X6 SILOS • 16'00 °i� Z' YUTH R-21 BATT w/4•M5 REBAR EA w/4-M5 REBA EA ” WAY SET 4' OFF BOT. INSULATION vUl/2' WAY SET 4" OFF BOT. WAY SET 4" FF BOT. I Pn Q• m I i (TYP. 4 LOCATIONS) &LASS REINNFORG® I - -� _J2. S a rat 6yp CTYP. 2 LOCATIONS) (TYP. 4 LOCA IONS) f PANELS I I ;r ry > PZ W I • NOTE, STL COLS SHOWN w J I I I XIT I TRE SOI ABOVE (S—EEW H m B BX21 FIR@T FLOOR PLAN W 8X21 8X21 Wc 11 W 8X21 Q �—• V g 12" THK P.0 FOUNDATION WALL W/ M5 REBAR • 24" OC BOTH WAYS goF NEW 4T-'4 5" 25:_5:: I2'-4" 12'-4' 12'-4" 25'_5:' �1 953.1 BRED 88' POJEC O: 0911 1 2 3 4 5 O NS HF-CKFD BY:NS APRIL 5, 2011 FIRST FLOOR FRAME 114" = 1' - 0" BASEMENTP LAN ® SHEET TITLE: SCALE: 1/4" = 1141 BASEMENT NORTHPLAN SHEET NO: 3 REVISED 616AI I. DOOR AINDOYLS AT SOUTH AALL 2.TYPE 2 HOOD A g Q 66' Y 9„ 3„ 12'-4" 12'-4" 12,_4" >w 14'-4 5'-8" 6'-5" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" Y'_6" Y'-2" it >_— — — 14— — — — — — — —LINE OF 0V9IANG AEIOVE� — — — — — — FaZ W PROVIDE SIMPSON A 81 B1 81 A 81 B1 2 81 — — PROVIDE SIMPSON Z PERGOLA FERboIA HDIJ HOLD DOWNS(TYP. 17 m I I T2X6 S�TWJCG•rOL. I I O O I' O Og III OL D I I 1® I HOLD DOY145HDU 5(YYP. - AT ALL CORNERS) I I I AT ALL CORNERS) \_� 2x6 Po5T — _ S-2x6 POST -2xb POST \ i_ _I _i i_ B I O UP m O Y W \I 5 W 8X21 8X21 8 `y \°� B p ( �LHfbN6E IN GLb / I ' IT I I i i i I 16 Lu IDE GAB o � ® I t°asp T-f•�� .. ry 1 PROVIDE \ \ WALL�ONE SIDE iL m " TOI LST - N 6 % W ggX51 \ / tv :.yo OVERwyw r;NO DN 7 5TL. COL. I \ ° \ ' X uj INFO MOMENT \ / 4"xb"x1/4" '� 12 ,,' _ p� - CONNECTION \ / SpFF,LT4' 6"A/4" \ EA WAY F� AB� -" STL GOL " 5T COL. - - \ c ` `: — — L GOL W I 1/�B/J— - - - — - - --- - - - - - - - - - - - - - --10MENT- --- 13 6 W 12x58 4„ 11 j� GONNEGTIO 101, DRO BM DROP FR EA WAY D.F. 25,_8„ / / n/ / \ / �. O OK CLEAR INSIDE / 1� 4,_O„ / / < 8 I PROVIDE I/2' PLYWOOD / I I j \ / --I-�� J sHEATHIY46 FULL HT of ALINE OF - 0. o TASTING BAR % !I MAIN\TASTING 'kOOM � II WALL- oNESIDE 1 gI W o SUPPORT AREA / ZQ IL / WooD WISH a ' ® I �I C r ___ FLAT GLba'-0' AFF j j !I j GATT EDRA4 yEILING "9I I MAIN $ Y � a _ I- - � � � x W T " VNIYL FL .(n x I Y ENTRY - F PROVIDE 1/2' PLYWOOD / / Y U n V 13 q SHEATHING FULL HT of j FF ; I / \ I I FLATW G�6-q'-0AFF - d� iq WALL- ONE SIDE / \ Y N N O r 9 j j !I I /OPEN TO ABOVE\ II T= 9 •16"o/c AN W 12x58 e ; / / \ W 8X81 - - - - - - - � - STL. COL. W 12x58 C - - — - — �OFgT'— -- ,; - TION DROP 6M 4X4XI/4" EA WAY / 4"x6"xl/4" 4"xb"xI/4" j OO DO P \ I jj STL COL. 5TL OOL 2" STL WL / 11 % % 5 L.1 / / \ �I j TASTING j WI�EA 5A�`LES � ott z• j MOMENT NOTE: ALL STEEL BEAMS \ IL O j WOOD FLOOR j y Q m O RANGE WITH CONNECTION / I // COUNTER �� h TYPE HOOD / / j EA WAY / TO BE PAINTED UONLE55 ND \ .0I I j j FLAT GLb- q'-0 AFF 0 W 0 S� erg NOTED OTHERWI5E n Y _ iv NON-GOMMERGIAL / / A \ — �uv� .r��w .��.0 n Lu. Lu. �, W „ KITCHEN o BUILT IN�B"pN�EIN GLG A \ 1 FOR WINE SBINETRY ALES Q 15 v1/11 11 W 8X21 W 8X21 15 / I I \ � W 8X21 2x6 POST frYPJ j PUP 14 - - - I /— S-2x6 POST _ _ _ — 9-2x6 POST _ _ _ _ _ 2x6 POST_ \ I j / _ - _ - - - - - - - -- ----- ---- "tL _ PROVIDE SIMPSON 4-2X6 POST 42X6 P T T' -9 /2" L HDR T. PROVIDE SIMPSON HDU 4-9DS75 POST BO © B B B B HDU voms (Typ1 12,_6 HOLD DOYN5 ERS) AT A L WR MXS) I i III ® 4 O I I O O III O O III I I I I I AT ALL CORNERS) �E OF NE y AT ALL GORNCiiS) � LL y, 1 B7 1 B7 B1 B7 'I I �- LL 1 LI LI I ' C I I I I F � � 5� �.s r °•p II�� I� ry ry ry L�F�I ABOVE LINE OF ABOVE ABOVE 2X10 P.T. DECK J5T 2X10 P.T. DEC 4 JSTI I I 2X10 P.T. DECK JST L 2X10 P.T.IDECK J5T ' 2X6 P.T.P05T 2X6 P.T.FOST 1 I SERE AR 1 I 1 _ _—_ _— _ =�•-- S-2X12 P.T. _ I I _�--�2XT P.T_FWSIS _ _ _ _ J N00911 i 6' 6' 5' RAWN BY: 18,_3„ 6,_S,. 29,-Oy2, HECKED 2" N$ I I I • iii 5" 25,_5" 12_4. 12'-4" 12'_4" 25,_5" N$ ATE: B8, MAY 6, 2011 1/4" = 1' - 0" 1 2 3 4 5 6 SHEET TITLE: FIRST SECOND FLOOR FRAME FLOOR FIRST FLOOR PLAN PLAN SCALE: 1/4" = 1'-0" SHEET NO: NOTE: PROVIDE FIRE EXTINGUISHERS AS PER CODE AND THE TOWN OF SOUTHOLD FIRE MARSHALL REFERENCE NORTH CONSTRUCTION SET I A 2 3 4 ba' 3" 12'_4° 12'-4' 12 4" 11 25'_3" 311 r�/2n 5lv2" i I---;v 2" 14'-1Iy2" 37' 25'-%2" b'_2" 12'- 2" 3�-1y2" 9'-v2" moi/ ��LINE OF OVM�At* ABO — — — — — O W >- O 1' 10 CEJ w - n 3_-9 " D �� EM CONIT. "ry LVL HP7 5 I # X6 P T5 W 8X21 W 8X21 W 8 X TINUOUS 8X21 -� W 8X21 p�pLA r� _2X6 P # q B FI u 3-2X6 POST CON(TYP) 501f11i FI NATION b 31 B w 12 O 6 = 1 SHT FOR ADD.INPO J 16 ® w OFFICE IL a 't u n WOOD FLOOR rv_ - F,I o CATHEDRAL GL6 1 ® I TOI�� I - 1- 1 9 SLIDING TermERW ® � X °j 1 %%/% �'' .;( , / VI SLAW PANELS ON a/ 1 8X31 W 8X51 K M1L TRACK AT 5TL BM 5 . COL. 5TL. COL. 4"xb"x14' y %" ` sff 5M M T MOMENT 1 DN ry STL GO ' INFO W 8X18 BELOW 1 GONGTION CONNECTION 4'xb"xl/4" B DNul -- ----=---------- _ - - ��— - — - - - - -- ------ ----------- — — — 1 16 W 14x48 ISED PURLIN - GONTI OU5 1 \ \ 14x48 RAISED PURLIN- GONTINOU W 14x48 RAISED PURLIN-CONTI 5 1 > ui \ 10 SEE MONITOR FRAMING PLAN / IIpp I \ (51-IT 06) / ~n2in BELOW IUa — — — —2_I 3/4" x II 7/8" LVL RIDGE — — — — \\ / /— I aul O C I- �— — T - - 2 - 1 3/4' x II "1/8" LVL III,13I; MEZZANINE — — kill AREAOFFICE AREA 5 F x W FLOOR1,4000 i / / OEBVENITOR \ I � FOi ''WCATHVRALcCATHEDRAAL LO N A ^^ -Sl1 W 14x48 15ED PURLIN - OONTI US 1 _ 14x4_8 RAISED PURLIN - CONTINUOUS \ \ C - - - — -- - _ __--- -- -- —_ ---- --------- --- -------- ------- - W 14x48 RAISED PURLIN GONTI 5 ----- - -- - - - - ----- --- ------------------------- _______ __� - --------- ----------- — N I i W 8X18 BELOW -- --- - -- ------W 8X331 n 4"xb"xl/4" j 17 1 X51 5TL. COL. 1 U '1 CO!- 5TL. p 4 xbCOL. �r sTL SLIDING TEMPEREa MO MAIN T,4 TING ROOM Goth TION 5 COL. j GLASS PANELS ON GO NEGTION BE�.OYV EA WAY I 21 T MTL TRAGI AT 5TL BM 1 EA WAY ® itl 0 1i / I I 2220 SF (OPEN AREA) / Q a d STOF L GL i t OFFICE e 1 ® $ ' " c� m °° z• n n om CATHEDRAL cI ~ 4 NOTWITH E: ALL STEEL SEAMS a I H TO`PP I ry y Q �1LJ N 4 GOL ARE EXPOSED AND ;20 ' C TO SE PAINTED UNLESSryNOTED OTHERWISE m 1 w �. z -2X6 PosT (TYP) 19w 7 w- 1 2X6 P05T5 1 8X21 W 8X21 W 8X21 W 8X21 -2X6 P1 7 �\ ry _ W 8x31GONTIN0005 -q 1/2" VL_HDR - --- - - --- -� rp= -- _q 1/2' VL - - — - ui- - - U J Q F• < ry u 3 3-q 1/2" L L ILK C.O D GO -- - �/ w y. - - - - � - - - - - - I - - - - - - - - J OR —� o LINE OF OVERIIAN6 ABS I aFs Fr�R� 2" H GUARD RAIL, ' H GUARD RAIL i P OJC : 2� 2 6'-8 1/2" 12'-6 1/2" 6'-2" 6'-2" 6'-2" 6'-2" b'-2" 6'-2" 12'-b I/2" 12'-6" `3V2° 0911 5'-6" 19'_3" 3T' 25'-Oy2" RAWN BY: NS 311 25'_3" 12'_4" 17_4' 12'-4" 25'_3" 311HECKED BY: NS 88' DATE: MAY 6, 2011 3 4 5 g 1l4" = 1' - 0" SHEET TITLE: ROOFFRAME SECOND SECOND FLOOR PLAN ® FLOOR PLAN SCALE: 1/4" = V-0" REFERENCE NORTH NOTE: PROVIDE FIRE EXTINGUISHERS AS PER CODE SHEET NO: AND THE TOWN OF SOUTHOLD FIRE MARSHALL CONSTRUCTION SET 5 2 3 4 1 5 sr e^ O W �- B s" � W Z IL B W 14x46 BELOW s I 2X6 5/4" M a In' LVL FEA12ER r YPI 2X6 05T IN 14x116 BELOW P05T � I 'w 2X6 5TUD WALL lu - W LOWER RIDGE LINE _ o 2 - 15/41 x II t/6' LVL RIDGE LONER RIDGE LINE O C I G� UR°ER RIDGE < lu Ll W V) w 4-2X6 P05T 2X6 POST O W 14x46 BELOW I 9 - 18/4" X 4 I/2" LVL HEADER (TYPI AU W_ 14x48 BELOW in a C H W 9 � 5EE ABOVE FOR DIMENSIONS i W 2- 2 3 4 5 �nQ• a � J �• �n C o r $ WJ• i I z n W. ¢ 117• Q F• v 2 ® VJ N MONITOR FRAMING PLAN SCALE: 1/4" = 1'-0" REFERENCE NORTH SE OF NFI,I, =�Oy L.57�cF(yp� , Z i SRF q � QJ NO: 0911 RAWN BY: NS HFCKED gr'. NS APRIL 5, 2011 1/4" = 1' -0" SHEET TITLE: MONITOR FRAMING PLAN SHEET NO: 6 42' A B Y 6' ALIJMINJM GUTTER 11 12 O n W >- 6' AJJMINJM OVrTMt I m 6' ALUMINJM GUTTER IIMA 40T MU W I II I Z ry 2' I INC I II W iI IRE T QL o L , ND !:RLJII II I Z I W II LV � I I II U) 0 II II I II moo" WrAW GAT I MBT G A RI G A RI m N11W x LU 13 I I II _ I I L II II ii ca Z. � �• Qoa II II Wim. z 7I 2 W• ' I J QH• u8 w W. II I II II 6' ALUMINJM 6VRER u 6' A.UMINJM &UTTER PSE OF NE1 = L.srFF yp'F 6' ALUMINUM 61RT9t * I Z 9� 0 n'5 1 GC RED R ROOF PLAN P O N°: 0911 SCALE: 1/4" = 1'-0" � e REFERENCE CHECKED NS NORTH BY: APRIL 5, 2011 1/4" = 1' - 0" HEET TITLE: ROOF PLAN SHEET NO: C C 13 13 >m O W >- IXIO IWCE OveaHAN6 T 3/4 XBOARDWI2 TRIM I� S/4 X 6 PRIBM ED STEP PLASIN6 AT WALL 4 ROOF INTERSECTION V, 5/4XS CORNER BOARD STANDINS SEAM MTL ROOF I ON 8/4' PLYWOOD OVER I IXIO RAKE OVERHANS BREATHABLE ROOF W/1X4 TRIM BOARD BREATHABLE < IW2� UNDERLAYM34T —1x12-3 S/4 X 6 PRIE" SO IXIO RAKE OVERNAN6. K494 TRIM BOARD MIDPOINT OF ROOF 12 5/4 X 6 PRICES W T H G H H LqLLj—j z G H ,IxIO—� IxIO—� W TOP PLATE TOP PLATE uj s >- IL ON ww ft.V4000-9mmoa"No No 150 w1wiris z ON 5/4' FILYNOW SECOND FLOOR LU LW TOP O UBF . x w SECOND FLOOR X�6y TOPO — — — — — — — — X6 W/DRIP CAP 5/4 X IO _ _ _ _ _ _ _ — TOP PLATE Q 4444 TOP PLATE _ _ _ — — — — — — BOARD ry im TRIM ry I 42' H BOARD RAIL S XI WITH STAINLESS STEEL N / 5/4 X IO CORNER CABLES 4. OG. W/ BOARDYlOOD Pa. N: K MAXIMUM 4 Z" DIA RAIL 4 4 42' H GUARD RAIL AT EACH SIDE OF OWSHINS PAD 4 RAMP L—j \ / FIRST FLOOR ep Z. TOP OF SUBFL. FIRST FLOOR to Q, TOP OF SUBFL. FINISHED 6RADE np Ft AT W Z,,,r STU.0FINISH AT —' AVERAGE EX15T. 6 Lu.. - . P.G. FDN WALL. I — — — — — I F-• u11 1 13 ' .7 . 6L. 6L. 6L. \ I I I W. —12' -*K POURED CONCRBTB y 10' H X 10' WD POUNDATION WALL SWTIONAL O.H. DOOR BASEMENTI / / TOP OF SLAB — _ — _ — — _ — — _ — — — — — — — _ — _ _I �— _ _ _ — — — — 0OF S E" a iS O7)9 1A GA ARE AR WEST ELEVATIONJ EAST ELEVATION NO: U911 SCALE: 1/4" = 1' -0" NS SCALE: 114" V -0" NS .. SHEET TITLE: EAST & WEST ELEVATIONS SHEET NO: 8 B A Y O W > Zw MTL RIPM L z a Lu ST51 F TM1 0 Otv 1x P 1 eD 1O Z 1 INUM W TOP PLATE 24" W - 5/4 X 10 C0MCR ♦A a/ IN BOARD m 5/4X6 WINDOW ULM M11LEJE11I C O GA51N6 a -LLL�y 111111_1 -5/4 X 10 GORIER Z SECOND FLOOR X6 W/DRIP GAP PANEL BOARD ' W TOP O SUBFL. x W TOP PLATE / tYNn. ARD RAIL 1 AXIO WITH S420 H TAINLE55 STEEL �+ GABLES 4" OG. W/ WOOD POSTS AT 6' OG 9��x I MAXIMUM • 2'" DIA RAIL WAIN 11"1100P GNNATHIN� .I Q1 O m m m / m m � m FIRST FLOOR 5/4X12 Thi TABLE W/DRIP CAP 6/4X12 WATER TABLE W/DRIP GAP a6 Z. TOP OF SUBFL. U) Q w ;4 n W UI• ^ fB U) H 12" THK POURED GONGRETE PAD RETAININD -12" TW POURED NCRETE GRU5HIN6 nwi COWALL A7 POUNDATON WAIL- I BASEMENT I I SAPS LST yb . TOP OF 5LA5 � - - - - - - - - - - - - - - - - - - - - - - - - - - _ — _ - - - - - — - - - - - _ _ - - — _ - - - - - — _ - - - - - - � P�Gy PF�9Z-F t� sir SOUTH ELEVATION 1117141: SCALE: 114" = 1' -0" 0911 RAWN 8 : NS HECKED BY: NS APRIL 5. 201.L 114" = 1' - 0'" SHEET TITLE: SOUTH ELEVATION SHEET NO: 9 A B O W >- w MTL RIDGE � 11E lwlFE1 HdlImi ® Irl an PEI IN w STA IM i ISM HIMM L IMUIC 4 MIDPOINT OF ROOF ♦A ll /4' THI v+ 11 IRA I AQXIO F IA 10 F+IA INUM W TOP PLATE -LLTLLt I 1 I1124" W H. F 7�1c C a >= d BOARD coRl�9t Lu low E I m Z Ia. VBt9ATEX SECOND FLOOR W TOP OF SUBFL. PAR L LU TOP PLATE 4 ♦—/� /LU 42• HGUARD RAIL NUTH 9TAINLC9S STB6. GABLES 4' OG. W/ S/4 X 10 BOARDVERSATFX HOW= AT S' OG \ GORIER BOARD MAXIKPM $ 2'• DIA RAIL F/ / , \ Q P \ / m \ / FIRST FLOOR ad Z. TOP OF SUEFL. Mll ME/ V Snr= FINISH AT F.G. FM WALL a c W J• i � Ul• cN " — — — — — — — — — — — — — 2 lu• sl I �, _ p• 7�GONf.RCiB N1 y <--- 12' TW POURED CONCRETE 71NNfNJ.1l 77hhTT RETAININGWALT. CRUSHING PADAT I -12• THK POURED GONGRGTB — FOUNDATION WALL I °i�P _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — _ _ — — — — _ — — — — �E OF NEII,Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — Gy S�TFFC�'p'f' 0j 41 NORTH ELEVATION ° R J NO: SCALE: 1/4" = 1' -0" 0911 DRAWN a NS HECKEL) BY:NS APRIL 5, 2011 114" = 11 - 0.. SHEET TITLE: NORTH ELEVATION SHEET NO: 10 1 12 - � STANDSBAM Mn YV mcom vear/ = i 13/40 x 11 In• i i L RIDBE i =X+= RAFTEIl9 • 16. OC MT 4 DATT INSUL 5- Kb I WOADm 0 9/4' >�I TIE ROD IMO PAWI, DD (� -B" Lu I N& SPAM NM ROM ON OD' PLYWOOVER /\ G4ASB• N'r WINDOWS z OREATNAMJ! ROor Q Lu UNVEWJ-A�T LINE OF ROOP BEYOND Z =X 12 RAFTERS • 16' OG TOP STEEL MUTN R-33 BATT' INSUL 12 W 14x43 MAl PMALIN 1 d om T� 14 � LV 3-=XIO HDR 1/=" 6T'F EV QA PRIVATE TASTI NG 5-=XIO HDR\ lowIXIOr A TOP PLATT'_/5 L U) ALLI PA561A W/ �—W SXSI 'Q z ALUM 6UTTHi STL. COL. Y 14x40 W I 3 4=' N BOARD RAIL PIXt:D WI I I S S 5 L 1 L >W I ° In' VERSATE)C PANEL I W (SEE I lMAfloNs) =X6 STUDS •16506 SECOND FLOG PV 3/40 PLYWOOD TOP ATE O SHEATNINB 4 R-14 BATT INSUL 3-=X10 HDR W Dx24 STI - PAINTED W 4 5-=)00 HDR I W OUT'9WIN8 I 1 - W I 2 TL WL MAIN TASTING ROO sn q°L I Q TERRACE /Y` 1 TERRACE 2 I I 4' THK. GONG. 5LAD REINPORf.M SIM. � v/ w/6x6, 1% V44 PROVIDE SAWN 2 4" TNK. COMG. SLAB REI14'aRGED 11 1/6' TJI/360 . 16'oc I I C4WROL JOINTS AS REM'D 3` P.G FDN WALL W/ w/6x6, �9(o WWN. PROVIDE SAWN W/S/4' SUSFL • WOOD FIRST FLOOR STONE PAVERS ON 9ETTINB DED I LAY STAIR =O' X IOb PTB TO CONTROL JOINTS AS RW%7 PINISHED PLOOR TOP OF SUBFL. UNDISTRIBIRE SOIL TYP, AT TERRACES .• .. ,.. \ \ \ \ \ \ . ? •_ . • . . \ \ \ \ \ . . . . _ \// ///\// // ///\//�// / / / //\// / / SO BATT INSUL IW �/ // // // //\//\//\'J/\//7//7//7//7//\//\//\//\//\//\//\ /\/ \-^'t I' STU:40 FINISH \ \\ \\ \\ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ W 1�3 In PLYH OD GEILINS W 1 \/\\/\\/\\/\\ PIN19F1E0 '\/\/\//� ad Z / /\/77//77 \\ \\ \\ 7//\//\//\//7/\/7/\/\/\/\/\/\/\/ /\/\/\/\/7/\/7/\/\/\/7/\/\/\/7/\/\/\ /rt, 777 77 7 /\7//7\// / I \ \ \ \ \ \/\\/\\/\\ \ ;, %�'/\/\/\/\ / / / / V�•,; s• RI61D PDN INsuL INE PRODUCTION ARE ^'. \ �!; �t t t tt �t�i�i�tt� tt �ti�; t tri s r Y": \ F.G. FTS ON Ul J �3.'J6. OD X 9TRON8 J6. O.V X STRONB -� \ \ I=• P.G. PDN WALL YV I t\t\t \ \ \ `\ 50'W X 12' D FM M.CAVICSPILLED W/ M. GOL ILLED YW .`` \tt\tt\tt�t t ttt tr/ t tt ttt ttt ttt ttt ttt t UNDISTRIBUTED +\ \ \ \ \ \ \ \ \ \\t\\/\\t\\t • �\\ \ \\\\\\ \ SOIL W t / t / 6 THK F.C. SLAB YV 45 • 6. OG +: t t t t tt tt tt tt tt tt tt tt tt t 'c''• 4k4kI0b PA PTB •I:;: t t t t t t t t t t t t t F.G. E'TB ON �t�t�t\t I WAY (SBT =' OIT BOTTOM SLAW SET ON W/4-43 RIMAR EA \� \� \� \� \� \� \� Q F• u UNDISTRIBUTED \ \\t\\0/1"\\t \ +''�. 0"AGTED BRANA.AR IL USE 4000 PSI WAY SET 4. OFF DOT. SOIL t t 'r' I CONCRETE ?` '1 t t t t t t t t t t w M• / r \\\tt\\ \tt irf }�'. .yr.."..:. ::...n..'a .i'...:.uL a.. :C.io.: +.n. : ..n .....n.tu....!i ..::d.:. . . . : ...y .,..:':..•.r.a. _ r w. ..y: ... ..:. . . .. ri:. . "✓i:..i >. .n 4. .,.� t\t\t /\�j\\t%\\// \tt\\t \ \ \ tt\\M�t��tj\\/j\\/j\\t\\t�t��t\\tj\tj\ttj tt�t� \/\\tt\\t/j/tj�\:wi::• ':' \/j\\tj\\tt�\\tj\/t\\/ SE OF NEN,y \ �i�P H 1. STE �•9 NOTE. ALL STEEL SHOWN CROSS HATChW 15 EXPOSED 2P i 4 TO Be PAINTED * , � I P 017953- BUILDING SECTION SHRED A SCALE: 1/4" = 1'-0" ROJEC O: 0911 RAWN BY: NS MECKED BY:NS APRIL 5, 2011 1/4•• = 1• -o.. SHEET TITLE: BUILDING SECTION ..A.. SHEET NO: M STANDINS SEAM METAL ROOF. OREN ON S/4• PLYWOOD SFEATHINS S Uh DERLMT'ENIT R ool 2X 12 RAFTERS 6 16. OG 1.-&. MUTN R-W DATT 1NSM < IXIO RA1Q DOARD HW DRIP GAP PREFINISFED MITE CEDAR > i SHINGLES (6' TO MEA-MM ��//�2 6 ON 5/4' PLYWOOD SHEATNINIS STAND GEILINY6 W AND ISN IWILDINS PAPER ROOF YV RIDSE VENT/ O STEP FLASHING,FLASHING, G 120 MIN AP ABOVE ROOF 2 - 1 5/4• x II 1/2' 12 RAFTERS • la' oc WL RIDGE W WITH R-SD DATr INSUL 2X 12 RAFTERS • Ib' Or, I/2' GYP 2-2X6 PLATE WITH It-W DATT INSUL EDGE or GLS AAT4PURLIN Z RAISED PURLIN RAISGD PURLIN i 2 I/2• ISYP DIDIL 14 a CEILINS _ I/2' 6YP DD I T 1X4 GASINIS ` W r I (rYPIGAU \ H 2X6 STUDS • Ia' OG 1X4 TOP 1 DOT MYTH R-21 DMT INSU_ \ ♦�^/� CAN" In' ISYP DD � Top PLATE PRIVATE TASTING I V W DxID 6UTTHi AREA I PI WI }2X10 HOW ------- AU ALUM aura DD ry z p• tr W i i i I i YYNIS DOORS ` FIXED WINDOW INS I I 7 TED TOOPT W DXSI 6 O STM SEAM a ;1 R-50 eATr IlISUI. I DECK W F. II 1/D' TJW560 • 16.06 ♦/ STAIR #kf YM4' 5UBFL Y X1000 I 2X12 P.T. DECK JSTS, U) SECOND F TOP or e i FINISHED FLOOR • Ib' OG O TOP PLATE ' : a imm 2X6 STUDS •I6.OG--- i r-j: I/2' SYP DD GEILI Z DETAIL AT MONITOR SH ATHING, 4 R-Iq r'j' r I W I2xS& I W O SCALE: MATT NINE Y R-I9 �-, - � x 1 PREFINISHED MITE CEDAR W BATT INSUL I 2X6 STUDS •16.06 I SHINGLED (6' TO WEAT•EHI 2 SH 5/4' PLYWOOD ON 5/4• PLYWOOD SFY.ATNINIS Li � 9FiGATHINIS � R-21 I I AND 100 dJILDIN6 PAPER �f STAND SEAM I-M EATT INSLL L R LVI/DISE II I/2' ROOF W/ RIDGE VENT/ 2 2X 12 RAFTERS • 16. Or, FINISHED FLOOR 16'06 WITH R�JD BATT INSUL FIRST FLOOR FINISHLl 1 "141 D FL Y WOOD C TOP OF 5UBFL. FI SHED GRADE STANDINS SEAM METAL ROOF \ \ \ \/\/\/\/\/\ ` I - W 12xSD DATr 1NSUL ON 9/4• PLYA00D SHEAT INIS \\/\\/\\/ /\\/\\/\\/\\/\\/ g. -J-� 1/2' PLYA00D cLs w 12x5a OVER BREATHABLE ROOF / / / / / { I 2' RU61D FDN INSUL /\/\\ \\ \\ \ \ \ \ \ \ UFIDERLAYMENT12' 10.0. PDN KALL VV \//\//\//\/ //\//\//\//\//\//\/j\// Z. I,_a, \�/\/\/ /\/\/\///�//�/\ ,Y•,; so^wH x Ir D FTS I ,•a /\/\/\/ 1� � �\/\/\/ rn Q• � ASE STORAGE ARE \ \ \ \ \ \ \ LINE OF ROOF ; � /// w EACH 9LA.S T ' REAR • 1, ',� y,l• vwl w EI:YOND IXIO FASCIA DD C:` oG EACH WAY (SET 2.PAC ; , O $ 'I----- `\`'�, or DLA-) SET ON E 4OWTED 5 COWER" SOIL USE 4000 PSI �\ \ 5/4yXHD4 W-ADMGASIN6 i �' I L i-� I t r+ \\//�x0y t�/// / w (a `� • CASEMENT WINDOWS77 1 •i�� 1- 4X TRIM BOARD \ \ \ \ GYP BD WALL / BEYOND 2X 12 RAFTERS • I6. OG \\ \\ \\ \\ \ \ \ \ \ \ OF NE WITH WETS DATT ]HELL PZ6 G� FF< fi P� • �¢ 2 y2 WI4*48 RAISED FuRJW BUILDING SECTION TTAA5T ,AR W p,�I B SCALE: 1/4 1'-0" RAWIIN BY: 0911 BEYOND sTL COL. NS HECKtu by:NS O Rg AIL AT MONITOR DATE: APRIL s, 2011 ScaLE:+n•r-0 114" = 1' - 0" SHEET TITLE: BUILDING SECTION +B.+ SHEET NO: 12 ( 7 ) ll ) 3Q 4Q 5 g Y Y I I Q 1 Y 12 L j Woo o 3 � DTAND WAM Mn 14 ZW BOOP W RIDae YEW CAP / \ 2X 17 RAFTERS • Ib• OG I f—In' BIT OD � � �In• aYP ec cLa—� I<--In• Bw ev u.6 I 111 111*11I F a W 8x16 VIM 00111 W�6xl In• BIT ED GL6� Z r y L OM TO In• BYP Ev WA4-5/� EIYI� I I Lu LL / DLIDINS BL PANT DLT SCOL DLT COL TOP PLATE 1G LV F- j DR TO PRIVATE STING I j I U O m r R 0410E 42• HIEN 6VARD RAIL AREA I I dZ 42• HI 6UWIL 0u 'V6 Til • I6•oa W a WOOD 11 1/60 TJI/DDO a 16• I I W Q} SECOND FLOOR FINIDI�D y WISH DSL y4006 TOP OF 5U8FL. W12X26 5X21 6TL COL WI2%26— PINIDFED FLOOR TOP PLATE i k5,TA 2X4 SW WALL _ •Ib• OC TASTING BAR MAIN ENTRY SUPPORT AREA Lu 01 M ED ED 171 11 ?/Do TJI/560 FIRST FLOOR S, PLO& Ib• M Q TOP OF SUBFL. rr /4' DI1BF1 WOOD Jam• S � � R-DD 6ATi INDU. n' PLYWOOD .,� /���/���/����/���/�����/���/���/� W• a CIRU5HR46 PAD ;y WINE PRODUCTION AREA j 5.5STL64 ONI GA5E STORAGE ;A? OC EACH WAY (DET 2 50VOM CONCRETE 2• RI6ID FON INSUL CR DI.AB) Wr SOL COMPACTED _ _ ... I 65005 F P.O. Fla GRANULAR 501E U5E 4000 PDI \ \ >� rA co wzm MAY WT 4 OPP EOT. 80 W X IFDN WALL YV ;� //\// \//\ / SgPSE ,HIV L.S r..w P .e. . r ... r .. J v P .; :.Y .:... rte;.. /"�i :^:L .v ..�...v:y.. u.\..::•. «\•.y.yi" u'..2 \ ..L. C.: Z RAWN BY: 91 NSCHECKED BY:NS APRIL 5, 2011 C BUILDING SECTION SHEET TITLE: SCALE: SCALE: 1/4" = 1'-0" BUILDING SECTION vVC11 SHEET NO: 13 D D 12 2X12 RAFTERS • 16" OG R-56 BATT IN5UL i � R-98 BATT INSUL STANDING SEAM METAL ROOF II° S7AhlDINb SEAM METAL ROOF ON 9/4" PLYWOOD SHEATHING ON 9/4" PLYWOOD SHEATHING OVER BREATHABLE ROOF 12 UNDERLAYMENT OVER BREATHABLE ROOF UNDERLAYMENT ` V FIXED WINDOW T 2X 12 RAFTERS • 16" OG Ni O TOP OF STEEL 2X12 RAFTERS • 16" OG 5/4X4 HEAD CASING W >- 1/2" GYP BD GL V MTL DRIP GAP z TOP OF STUPL L L Z 1/2' GYP BD GEILIN& TOP OF PLATE 9-2X10 HEADER I W 14x48 1/2" GYP BD IXIO FASCIA WITH — ALUM. GUTTER FIXED WINDOW IX4 CASING (TYPJam FIXED WINDOW W 6/4X4 HEAD OASING PRIMATE TA5TING PRIVAATE TA5TING a AREA PRIVATE N91"1 TASTING i 1N61NGFRENCHDOOR AREA n � 42" GUARD RAIL W FIXED w1NDOIN DECK CW 1- W 8X21 STL. OL. ♦^ STANDING SEAM METAL ROOFv/ O ON 9/4" PLYWOOD SHEATHING ��A ABLE ROOF 42" H GUARD RAIL (SEE Sa PEW Z 2X10 RAFTERS • 16. OC IX4 MAHOGANY DECKING W 3/411 WD FINISH FL 2XI21P.T.•DECK JST 2X61 STUDS BATTI*16" O/c, x �W/ PLYWOOD L SUBFI 5ECOND FL ♦/� n II 7/8" TJI/960 • Ib"OG 5 SEGON FLOO SECOND FLOOR TOP OF SUBFLooR �/� V TOP OF SURF TOP OF SUBFL " /2" VERSATEX PANEL i TOP OF PLHN T. OF FL 5/4 X 6 HEAD CASING WITH DRIP GAP / R-50 BATT INSUL W 8x2 2X6 ,,J. s 16" OG W/ I/2" GYP BD CEILING OUTSWING DOORS 9/4" VERSATEX PANEL SOFFIT WITH BATTENS SHINSI ISHED WHITE CEDAR ub Z SHINGLES (b' TO WEATHEW OUT5WIN6 DOORS ON 9/4" PLYWOOD SHEATHING MAIN TA5TING m Q• AND 150 BUILDING PAPER WINE SALES ROOM MAIN ENTRY 4 �`RE �` 4 TERRACE x w _j• g R-21 BATT INSUL P W W tt � FEW 4" THK. GONG. SLAB I/2" GYP BD NEW 4" THK. CON,. SLAB 2 Lu. W 8X21 STL. COL. ' REINFORCED w/6xb, Kw.W . Xb STUDS 616" OIC. REINFORCED w/6x6, io O / WOOD PIN. PL PROVIDE SAWN CONTROL4" PLYWOOD SUBFL A5 REQ'D (SEE SPEW WOOD JOINTS 1X6 WD B 9/ ASE IX FIN. FL. PROVIDE SACONTROL JOINTS WN f/1 f/1 It '1/8" TJI/960 s WOO 5/4" PLYWOOD SUBFL 9/4" PLYWOOD SUBFL AS REO'D (SEE SPEC) II '1/8" Til/560 0 16,10c,R-38 BATT INSUL I I/2" STONE PAVERS II T/8' TJI/960 • 16"OG R-96 BATT INSUL I I/2" STONE PAVERS TOP OF L. R-96 BATT 1 TOP or- SUER FIRST FL TOP 51BFL r LINE or- • n \\\\\\\\\\\\\\\ \ BEYOND PIL,A9TER ,_ :. I/2" PLYWOOD GEILINIG '•. . \\\\\\\\\\\\\\\ �.�� \ \ \ \ \ \ 2" RIGID INSUL. \ \ \ \ \ I/2" PLYWOOD GEILI GA5E 5lrORAGE \\/\\/\\/\\/\\/\\/ FULL HT OF Fm WALL CASE STORAGE . . \/\ \ \\//\�//\\ AREA //\//\\//\\//\\//\\//\\/ .: '/ // // /\ // / P O E o: \ \ \ \ \ 0911 AREA \�\�\�\� \�\�\�\�\� \\\\\\\\\\ RAWN i \ WINE AREA \\\\\\\\/ 4 ` NS CONCRETE REINFORCED 12" THICK FLEINFORGED -NSUL. . .,. w " . \\\\\\\\\\\\\\ ry ' NS 2" RIGIIWALL P \\\\ \ \ coNGRE7E'' WALL 12" THICK REINFORCED �LL PON WALL NOTE. ;. CO�'� WALL �' APRIL 5, 2011 NOTE: \\\\\\\\\\\\ I FOR ADDITION FDN INFO \\\\\\\\\\\\\\\ NOTE: ° \\\\\\\\\\ : / / / / SEE SHEET #2 , FOR ADDITION FDN INFO FOR ADDITION FDN INFO 314 ' = 11 . 0" SEE SHEET #2 /\/\/\/ I \/\/\/\/ SEE SHEET #I d #2 6' CON,. SLAB WITH \\/\\\\\\ 6' CONC. SLAB WITH \\/\\\\\/\\\ •. '�: \\\\\\\ HEET TRLE: W/ 09 RESAR • 6" W/ 09 REBAR 0 b : :..•. 6' GONG. SLAB W WALL BAS MENT O/C EACH MY O/C EACH WAY' \ \ \ \ \ \ BASEMENT O/G EACH WAY b: '• . T0P of TOP OF SLAB \ \\/\7' 7 \/ �P oSE NT SECTIONS r SLAB \\ \\\ .' ; /\\\/ SHEET NO: - - -� '` 1 WALL SECTION at OVERHANG O WA3LL SECTION at ENTRY O WA3LL " SECTION at DECK O SCALE: 3/4" = 1' -0" WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES 5TRUGTURAL REVIEW BY STEVE MARE50A, PE 188-07 WEST MONTAUK HIGHWAY, HAMPTON BA--r5, NY IIg4& FOR WALL OPENING PROTECTION OF120 MPH 5-5ECOND WIND GU5T5 PHONE 631 725 8450 ( MAXIMUM MEAN ROOF HEIGHT: 35) SIMPSON LSTA - 20 SASE RIDSE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: ICE SHIED VNIXcRLAYI"MNT PRIMARY OCCUPANCY: WINERY SHUTTER ASSEMBLY \ REQUIRED - 24' FROM EPSE ( A-2 PUBLIC ASSEMBLY) N.T.5. PREFABRICATED ARrsSES DESIGN IN ACCORDANCE WITH FOR PANEL SPANS. O < 4'0 WIDE SPAN - I \ • 24' Or OR 2x12 R.R. & IE'OC NY STATBUILDING COPE BUGORE 29/92" APA SPAN-RATED 40/24 SHEATHING GRADE PLYWOOD HEIGHT (OVERLAP AROUND OPENINGS 4") ALTERNATE P051TION OF W 9IMPISON CLIP USE 35 -0 MAXIMUM GROUND SNOW LOAD - 20 PSF. 0 ASSEMBLY: ASSEMBLY - 100 P5F. L.L. W } ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ *10x3" (w/ WASHERS) bALVINIZED OR STAINLESS STEEL WOOD SCREW 0 16" O.G. WIND SPEED - 120 MPH Z W ALTERNATIVE FASTENER FOR 5HUTTER TO BUILDING: CLIP NAI ED. FROM HURRICANE #10 TEE NUTS ATTACHED TO BLDG. w/ •IOxI-I/2 ( W/ WASHERS) RAFTER TQ 5Tw. - FIRE AREA SEISMIC DESIGN CATEGORY - B Z MACHINE BOLT 0 12" O.G. TYPICAL ALL RAFTERS A-2 PUBLIC A55MEBLY WEATHERING - SEVERE d b - S NAILS EACH D H END BASEMENT AREA: 9519 SF (GROSS) FR05T LINE DEPTH - 36 5 NAre W/ARCNn CLIPS FOR TRUSSES FIRST FLOOR AREA: 5919 5F (GROSS) WEST SECOND FLOOR: 146 SF (NET) APA RATED PLYWOOD TO TERMITE - MODERATE TO HEAVY ELATED ro TOP of TOP PROVIDE Bd COMMON EAST SECOND FLOOR: 802 SF (NET) DECAY - SLIGHT PLATE. NAILS • 4' O.C. AT EXTERIOR E06E Or ALL SHEAT IN&. TYPE OF CONSTRUCTION ICE SHIELD UNDERLAYMENT REQUIRED J W CONVENTIONAL LIGHT FRAME WOOD H I / CONSTRUCTION WITH SPRINKLER SYSTEM U).I' LTIPLE SECTION ASSEMBLY. ' I/4" THICK BOLTS 0 2' 00 zI� GENERAL NOTES LLI I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN IS. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY > ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE W BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. f/ I CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 'A 'I 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY V♦ PLYWOOD SHEATHINS MINIMUM 28 DAY STRENGTH OF 3500 PSI TO OVER LAP BOX CONSERVATION CODE. BEAM - TOP + BOTTOM. S. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL O LARCH STRUCTURAL GRADE 02 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. SHUTTER ASSEMBLY DgMLETOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE a 2 x 6 •Ib" O.G. PLATE STAIR AND FLOOR OPENINGS, P05TS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. \/ W /\ N.T.S. S TUDS PARTITIONS, EXCEPT AS NOTED ON DRAINING. 11. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE W FOR PANEL SPANS:4' OR WIDER SPAN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM '^ W FLOOR BEAMS. 5PACIN6 NOT TO EXCEED 10.0 FT. A-525 BOLT5, 5/4" DIAMETER. V+ CD 1/2" APA 51-AN-RATED 48/24 SHEATHING &RADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS ® 24" Or,OVERLAP AROUND OPENINGS 4" WRVERIFIED BY GONTRAGTOR(S) PRIOR TO START OF AP + NAIL STRAP AND OWNER. AROUND SILL PLATE 4 - Ed NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS ASSEMBLY: AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L Iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS SIMPSON M5T27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: N 10x3" (w/ WASHERS) 6ALVINIZED OR 1 I/2" WIDE - 20 SASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW 0 12" O.G. METAL STRAP *48" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL 5HEATH1NS To SILL PLATE CONCRETE SLABS TO BE COMPACTED TO -15% AND IN BASEMENT. MIOx5" (w/ WASHERS) GALVANIZED OR STAINLE55 STEEL Ed ru+1Ls 0 4' o.c. RELATIVE DENSITY. 21. SMOKE DETECTORS AS REQUIRED BY °i! Z • ^ WOOD SCREW AST 16" O.G. xx ?', NEW YORK STATE BUILDING CODE, ;�'' 1. ALL HEADERS 6.0 FT TO q.0' IN LENGTH AND OVER TO ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - *5 AR ''-',psi�• 2 x 6 SILL PLATT 22. ALL INTERIOR FINISHES TO COMPLY WITH ^ X10 TEE NUTS ATTACHED TO BLDG. w/ •10x1-I/2 ( W/ WASHERS) -��°�fr�r ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER MACHINE BOLT ® 12" O.G. 1 ' NY STATE 5UILIDN6 GORE SEE AT ON OM. `y%Il'' '.r+ BY TRIPLE UPRIGHTS. ALL HEADERS TO BE .M a O e WINDOWS - GLAZED OPENING FOR DESIGN , • 5 x 12" AD. s4B" oc. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWIIN6. 23. THESE DRAWING ARE AN INSTRUMENT PREPARED TO 1-05--- "'i: A/ FENDER WASHER. FACILITATE CONSTRUCTION AND SHALL NOT BE Om }s4'rst++' 8. PROVIDE FIRE5TOPPIN& AT ALL LEVEL W '� 'IIUuZw CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. CRz PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. PENETRATIONS _ _� IN AGGORDANCE WITH LARGE MISSILE TEST OF W •mmDo ASTM E Igg6 AND OF ASTM 1886. q. PROVIDE FLASHING AT ALL ROOF BREAKS, CONTRACTOR MAY USE WOOD STRUCTURAL PANELS CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS W . N i IN LIEU OF THE ABOVE MENTIONED WINDOWS. AND DECKS ETC.. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. PANELS TO BENMAIN4INED ON SIfEHEADER + BILL PLATE. CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE m w . a LABEL LOCATIONS ON EACH PANEL. FOR THE INSPECTION OR WPMV15ION OF GARAGE DOORS THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ALL GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. y 07 NAILING SCHEDULE FRAMING NOTES o, TAKEN FROM THE BUILDING CODE OF NEW YORK STATE. I. ALL FRAMING LUMBER SHALL BE GRADIE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" c�S�R o FASTENING SCHEDULE. DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR oz. EXTERIOR EDGES AND 6 d 0 12" Oz. 0 51ZED FOR COMMON NAILS BETTER. INTERMEDIATE. h 2 MIEN. THICKNESS SHEATHING TO OR A9 NOTED.APA TED, EXP05VRE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 0911 0 klo o JOIST TO SILL OR GIRDER 3-6d (TOENAIL) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, AND WATERPROOFING SHALL BE BY ARCHITECT. UT BRID&IN& TO JOIST 2-8d (TOENAIL TO EACH END) EXPOSURE I, 5/4" MIN. THICKNESS. ALL ED&ES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE SOLE PLATE TO JOIST OR GIRDER 16d 0 16" OG (FACE NAIL) PLYWOOD TO SE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE TOP' PLATE TO STUD 2-16d (ENDNAIL) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTSCONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FOR CHECKED EY: NS SABLE ROOFS STUD TO SOLE PLATE 4-8d (TOENAIL) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE. g ��o DOUBLE STUDS 16d 0 24" Or, (FACE NAIL) 4. ALL HEADERS 6b" AND OVER SHALL BE SUPPORTED L9 IQ'l III DOUBLE TOP PLATE 160 0 IWOG (FACE NAIL) WITH DOUBLE UPRIGHTS, q'-O" AND OVEIR WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER BLOCKING BETWEEN J5T OR R.R. 3-8d (TOENAIL) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. APRIL 5, 2011 a m TO TOP PLATE MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWIING. 19. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h RIM J015T TO TOP PLATE 8d 0 16"00 (TOENAIL) ' TOP' PLATES, LAPS ! INTERSECTIONS 2-16d (FACE NAIL) 5. SOLID BLOCKING SHALL BE PROVIDED FOR, ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS GONIT. HEADER, TWO PIECES 16d (16" OG ALONG EDGE) AND FLOOR BEAMS AS PER N.Y.S. CODE OIR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HE Io4 01,430 CEILING JOISTS TO PLATE 5-8d (TOENAIL) 0 W-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED g CONTINUOUS HEADER TO STUD 4-8d (TOENAIL) CIRCULATION IN ROOF-5. AS PER MANUFACTURERS RECOMMENDATIONS. ABS CEILING JOISTS, LAPS OVER PART.* 5-16d MIN. (FACENAIL) b. DOUBLE FRAMING AROUND ALL OPENINGS ( Skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND CEILING JOIST TO PARALLEL RAFTERS* 5-I6d MIN. (FACENAIL) stalrs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 9/4" STRUCTURAL 6'�� ROOFS CEILING TO PLATE* 5-8d (TOEMAIL) o O Io4 a C45 o BUILT UP CORNER STUDS 16d (24"00) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & to < s cSo BUILT UP GIRDER ! BEAMS 2012 0 92"OC (FACENAIL 0 T!B STAGGERED PARTITIONS OR AS NOTED ON DRAWIN65. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DETAILS PROVIDE Ed COMMON NAILS • 4' 04. ON OPPOSITE SIDES COMPONENTS SHALL BE A5 PER MANUFACTURERS AT HISH PRESSURE LANE - 6" OA. COLLAR TIE TO RAFTER 9-I0d (FACENAIL) 6. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. JAVK RAFTER TO HIP 5-10d (TOENAIL) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 104 0 <500 ROOF RAFTER TO 2X RIDGE BM 2-16D (TOENAIL) "SIMPWN" OR APPROVED EQUAL. ALL LUMBER IN GROUND JOIST TO BAND JOIST 5-16d (FACENAIL) GALVANIZED MACHINE BOLTS 0 12" O.G..OR "SIMPSON' EHEETND: LEDCSER STRIP 9-16d (FACENAIL) CONTACT T EXPOSED ABOVE AROUND TO BE VE GROUND- 'STRONG DRIVE SCREWS' 012" O.G. STAGGERED BOTH SIDES PROVIDE Ed NAILS • 4" NIS AT PERIMETER INTERIOR COPPER ! TE&1GONAZOLE TREATED (Mo). (ABOVE GROUND- OF STACK. LENGTH OF SCREW TO BE MAX. I". PORTIONS OF PANELS IN HIGH PRESSURE ZONES. SUBFLOOR, ROOF, WALL SHEATHING 8d 06"OG ED6E5, 0 12" INTERMEDIATE SUPPORTS 0.01 PGF/GROUND CONTACT -0.16 TO .024PICF). TREATED NOTE a . 4 FT. IN ALL GASES TO FRAMING LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS, ANCHORS 15 COMPONENT AND CLADDING PRESSURE ZONES *SEE SECTION 2508.10.4.1, TABLE 2508.10.4.1 AND CONNECTORS. 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BUILDING CODE A5 A MINIMUM. ALL 2X6: STUDS OWNER. SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. '-6" L I'-10" L 5'-a" L NDIN6 5 RISERS LANDIN6 2TREADS I I I B SI.A I#I B •ry �_ TL FURLIN I I � I I � I _� �>m// Y -- ------ ----- --- li O W -- ------ o ; ----------- -- ------ ----- --- "o j— „ Z w 1/2' 6YP BD CEILING in n Z 420 OUARD RAIL— PN, AILPN ----- ♦/� o. GABENENT WINDOW A W PRI ATE STAIR #1 STAIR #1 TA511NIS TIN 4 " 611ARP ROOM (n 2X6 ExT. 5TIm w~LL � 1� STAIR #1 -2ND FLOOR PLAN Z GYP W. Lu EXTENSION RAILN a I END LVL FLUSH Y/O• SCALE: 3/E" = 1'-0" y:_I kGLEAR 2ND FLOOR 2ND FLOOR > 1 STAIR RUN___ TOP OF FIN. FL. TOP OF FIN. FL. 5'-/5 9'-2" 5 I/2" EXT SION a EA D --TO'2FLSFL, W -------- 6 RI5ER5/5 TREADS LANDING ION • EA END L___ S/4" PLYWD SUBPL r_____________ V, YV 5/4" WD FIN. LL F_____________ g� II 7/0" Til • 16' O/G r L------------- r .• . Tjl w/ 1/2' GYP BD GL6 i P��\ i i 5 II R i # B O ---------- u, I/2" GYP ON 2X SOFFIT r-- WINS LANDING `v' MEN'S -T TO rc 1 1V Y A w TOILET ING GEILIN6 BDINS I I I I I _ I m fJ V♦ ROOM IU L---------- - - - --- - c7 STAIR RUN _ I/2" GYP BD r------------ CEILING __________i yyy -7tSLAA6h'K --� _ CEILING _____________� KAL BD.YV 1 W/ PI`S' -___________� ___ _ ______ ____ ____ d eyp 0 M"T6YP BD GL60/G _____________� �BLK'6 t 2X G i___________ ___ _ ______ __--------- _ ____ '. INFILL VV2X6 B 1 • 16. O/C L ILE FL ON I I/2' MID 2X4 STUD YV I BD GL6 J --- - ----_- BASE ON 5/4' PLYYm -------------� - I"IALL 1ST FLOOR i ---- ---- 1 ' 1ST FLOOR m i------ 5U5FL. ______r___________ , r it TOP OF FIN. FL. K m . . TOP Or FIN. FL. _ L------------ - ------------ N 2x6 _ \\/\\/ / MEN ✓ 42X4 ___ _____ -- - _ POST 2-I 9/i" X 9 I/2' LVL .:;y,i ��__�I POST j-I 9/ ' XII B' LVL FL ' tq Q• v ----------- //\\//\\/ \//\\//\\/ e ' va _y 52/X4' STmBD rLS TO I LET U51� J m. @ o LANDINS • �' / / /\/\ v< . WITH 5/a• GYP BD i? ROO LANDING \\ \\ \ \ ' 'v NRL HANDRAIL W/ 12' ..^ 12x5012 - --- EXTENSION • EA END w, \\\\\ a� \\j\\j MECHANICAL g 2 ROOM ------ ---- ---- ----- a �. a 41/2.1 7u) u). WITH 5/0' GYP6YP BD GLEAR ___________ TAIR #1 -1ST FLOOR PLAN +'`. / / / / 'i'�:• STAIR RUN S L318" 'al t Y IV pg-- 14'_6" yqP O .' LANDING 0w1TREADS 4 RI2 NGERS hYPJ ',::. /\/ //\// �a„K ___________ _ —STAIR LANDING 'I' H DOOR g'_ 9- =P�G� L STEF yp,F \\/\\ '''• \\j '•'.V`. L-BEYOND 10 RISERS1 TREADS a .� a v: MENT ;CS _ oP of SLAB /j\\/ � i SLAB BASEMENT ;x. .."..a ,�.f r".•. ,.•�j .�� . ...r;['.r w.. t .I . .'{ w... ..� \ . w ' ::::;�� ;r:��'.�:. `+`': T B B �REDAG 0911 \//\// // // /\ / / / //\ / \ \// m _ l5tAIR #11m \/\/\/ - — — `a DRAWN BY: NS -----____-- CHECKED BY: NS SECTION STAIR #1 . 2' w. XI " a .PG. PTG ------------- DATE: APRIL 5, zo„ A SECTION Cad STAIR #1 O SCALE: 3/8" = ,'-0" a � O , "ice"' ^R ;----------- 4 SCALE: SCALE: 3/8” V -0" — r � SHEET TITLE: NOTE: 2x, POSr -----____-- ALL RISERS ARE 7' MAXIMUM ALL TREADS ARE 11" MAXIMUM F X I 7. ., m STAIR #1 m MECHANICAL PLANs & P Z i ROOM SECTIONS B8 , �- ---- - -�- SHEET NO: EXIT A B9 16 STAIR #1 - BASEMENT PLAN SCALE: 3/8" = V-0" T RISERS 6 TREAD5 B 1�, i it ------ ---- -- ----- OFF I GE o --- -- ------- W >- -- -- ----- TOI LET Z w -- -- ----- ROOM z -- --------- 1/21 - ----- 1/2. GYP GL.6. LINE OP WALL W yyyyyyyyyyyyy�yyttl��wwy BEYOND 7X17 RAFTERS W/ - -- --- ui I/2. GYP GLS. OFFICE GAO•EMIENT WINDOW 2x0 GJ • 16"010-103=3=I GE A AREA W/2* GYP BD CLS AREA Z EXT. ST1D IXEDWI 2ND W STAIR #2 STAIR #2 - FLOOR PLAN W WALL Al 1/2' SYP BD. SCALE: 3/8" = 1'-0" O 3=1 E 2X4 9TUD WALL WYAP BD 1 S'-6" 5_6" 5'-'••>V2" W EA 9IDE YP BD 9 ' PL L 7 RISERS / 6 TREADS W/5/4 WD PI5/4" PLYM �L A U) L MRL HANDRAIL W/ 12' EXTENSION • EA END ~ 5- I B/4•X11 T/b• LVL 2ND FLOOR 2ND FLOOR , , , , ------------- O T____________________ TOP OF FIN. FL. B i B d --STNRlRult___ i 1 ; uj z .--T&2NIP PIZ--- m UP m x W --------------1 11 1/0' TJ 6 16' OX—1 i i 1 i I -------------- YV 1/2. GYP BD GL6 II V0' TJI • 16" O/f. U1 W/ 1/2. GYP BD GLS _____________ G2" STUD YP BD Eh SIDE 1/2, -------------; # HALL T.R�_SUPPORT_ ' --- ---- 51 OP5 HALL -------------; STAIR 2 - I/2 GYP BD AT T _____________i -'Q STAIR t LANDING H DOOR E� H DOOR m ' X TOILET SOS INkR___ r •� - -- I ROOM m 6YP BD ATi 5/4" PLYWD SUBFL 1 m "tl Z. STAIR t LANDING 5/4' PLYWD SIIBFL -------------y W/ 5/4" WD FIN. FL W/5/4" WD FIN. FL -- --- INFILL W/2X6 BLK'G X6 WD BASE IwILL- lwBC * DN 1 y a' --4=ZAP__ 1 , m AND WD GAP 1 ________________ 1ST FLOOR Y I a 5 �T FLOOR --___-- I IO OF FIN. FL. w �• ��X,CX�70P m \/\ \ 1 ' 7 W I _ y -I91 I 'V0' TJ S 16" 01r, ® O G Q F• 9 ________ \ \ \ , W/ 1/2" GYP BD GLG /\\/\\ ••`: II •1/b' TJI 6 Ib' O/C. \//\// I Xb WD 1 A N W MTI. HANDRAIL W/ 12" W/ 1/2' GYP BD GLS ,;.ti B.t4EBD WOOD TREADS t RISER4 t ' EXTENSION EA END \\ \\//\\ , y { ON 2X12 STRINbER9 fIYPJ S' 1/2" 4'-II" 5'-0" 4 : .••-- ------------ 2X4 5TUD WALL W/ 1/2' bYP BD EA SIDE \j\\j\\ ;• �Sl�lf I/2" GYP BD AT CLS GLEhR INSIDE STAIR RUN \�\\j\\ ', :+, �_ NINE STAIR 2 AST FLOOR PLAN \\/\\ \�'/\// -------- - , ELEVATOR SCALE: 316"� y�P�oFSTw oR STORAGE m 11 /X\\/\\ ` ? ---------- MACHINE PRODUCTIONAREA- m FF --- /\/ ROOM \�\\/\ - ROOM a T RI5ER5 16 TREADS . \\/ -...'•: T H DOOR _ LANDING WOOD TREADS t RI /\\/\\ '�( 'ev=� •'• 9 is �1Tj� .� / .• RISERS ON 2X12 STRIN6E1115 0yPJ //Z / �F / ===a q' Pd1R GONG. FDN WALL � L__ -� PRO N0.:09 / \ ----- IR RM TO ------ \\ \ LTANOIN6 BOND 5 1/2" Ofd 5TL COL POURED GONG. i i i i i 5T�0�6E" •"`•. SLAB \/ r----------- 1N/2'X2'XI8"P.C. FT6 DRAWN BY: NS \\/ ----------- \ BASEMENT "-#5 REAR - -----r- ' ---- --- / / BASEMENT \\ \ :r, ,y ' ....•; :.ti• . •E•,...pv TOP OF SLAB \ • „ : , :.V%h`:' -•.. ::.:•;...r.•.:, �:T.:.ti s:: < :• :Y., :S• iM�:1;:,.:.c e...::, :.,,:.�:•• T Or 5L //\ • .•:..."•..:. .� . . .. .,:..:• .':•.^ !'•:'i:!:•• :.r:.• -•. •:. .:n. ` - - -- -- CAB ---- --- CHECKED BY: NS S.•..,,.., / / / / / / / / \ •. \i \ \ \ \ \ \ \ \ \ \ \ --------- DATE: \\ \ \ \ \ \ \ \ \ \ \ \ AG J SIDE VDI /\\/\\/\\\ \ \ \ \\ \\\\\ \\\\\j� ��--- APRIL 8. 2011 // -_ -------- ---- --- m m SCALE: 318" SHEET TITLE: STAIR #2 O SECTION na STAIR #2 AO - ------- --- SECTION STAIR #2 UP PLANS & BSCALE. 318" = -0" o SCALE: 318" = 1' -0" 1' SECTIONS m� NOTE' ALL RISERS ARE 7' MAXIMUM ALL TREADS ARE I V MAXIMUM SHEET NO: A 17 STAIR #2 - BASEMENT PLAN SCALE: 318" = 1'-0" �I/2' 6YP BOARD E-1/Z' GYP BOARD ry X6 TILE BORDER X6 TILE eoRoeR �'-e° o'-sy2" 'I'-2.. TOyrL P DI It --TOILET 917ALL MIRROR LAM BOIL sm WON >m o • 4 _ X — . . - - OH.G ST BAGK�_w o ST L W SYP BD SOFFIT ABOVE W WOMEN'S TOILET ROOM IN WEST WOMEN'S TOILET ROOM - EAST # W N b URINAL �I/2" &'M BOARD X6 TILE BORDER W Ix GASI iS _IX4 C ASIN* O > 3q" 41" IDE la / d„_4 „ I A IU5 PAINNER ` INIS T % j T W /r�// i I 4 WASTE RECEPTACLE Li i m 4 . SAA o _ � z X aI = X I - LuX 24" IN. Lu i 6 D.P. C9 WOMEN'S TOILET ROOM - NORTH WOMEN'S TOILET ROOM - SOUTH MEN'S TOILET ROOM - NORTH MEN'S TOILET ROOM - SOUTH FLOOR PLAN at TOILET ROOMS SCALE: 1/2" = V-0" REFERENCE a3 Z. �I/2' 6YP BOARD ] _ n NOTE: ALL HANDICAPPED ACCE551BLE NORTH w a• a 4x6rLEBORDER TOILET ROOMS TO MEET I0C/AN51 117.1-20041 �• s o STANDARDS w _J. z w � w• rc 2w. ` . MIRROR LAMINATED ¢ 1-• § To &YP BOARD II&M 9r TOI ST STAIR #2 1u) W. 51 4X6 TILE BACK SPLA5H 1 f v v r URINAL m JANITOR ° 9PGOFs F`°R� rxein CL05ET 11 =P� <�9z MEN'S TOILET ROOM I _b MEN'S TOILET ROOM ELEVATOR TO I LT �R A ROOI _ I# I 10 0911 �I/4' OYP BOARD F la' b,I, R BOARDS R TURN ING NS ADIUS : NS APRIL 5, 2011 MIRROR Ix4 (:ASI �` `��� —II CASINO 1/2" = 1'-0" 51111=11:11 IIILh: TOILET RM ION IORAB INTERIOR BARI'- o- ELEVATIONS I2° " 12 ft. BNx 11 1 5'-O" MEN'S $WOMEN'S BARTOILET PAPER. X Q / TOILET RM #2 °I FLOOR PLAN at TOILET ROOM #1 24" MIN. � � m �' ;� 1X4 BASE o m m IX4 BAx SCALE: 1/2" = V-0" REFERENCE – NORTH 18 TOILET ROOM #1- NORTH TOILET ROOM #1 - SOUTH TOILET ROOM #1 - EAST TOILET ROOM #1 - WEST STAIR #2 /2" GYP BD WALLS �-I/2' GYP BD WALLS AND CEILING AND CEILING O MROR 51 1-41 11 A # IR :/ ' W >- ISA GRAD ; " BAR TOILET ' w 12 N ROOM ' Z 96' GRAD DAR 16 x TOILDT PAPER �� ~24" MIN WG Ix4 om BASE m Ix4 DA9G m ` , W DN �.,. TOILET ROOM #2- EAST TOILET ROOM #2 • WEST TOILET ROOM #2 - souTH TOILET ROOM #2 - NORTH 16 Z W 5'- 2 W FLOOR PLAN at TOILET ROOM #2 o SCALE: 1/2" = 1'-0" ® >= d REFERENCE Imomz NORTH ` ' Ill I/2" GYP BD WALLS 'x` LLL AND CEILING MIRROR ; I/ GYP BD WALLS Ix4 CASING , AND CEILING -„%:%z !/�'//'/i V♦ V / 'JCI 1-41 ” n i W 6RAS IS �' BAR r - 961 GRAB BAR O C - i � T0112T PAPER ,/ j °d Z 24" MIN. �, t w Q• Ix4 BASE ``, r J a• @ '� IX4 BASE / /la 0 o ° 3 IY -J. z �u — - - - �/ .� B6 W. v ut � I � W• ` 5 ' TOILET ROOM #2- EAST 31 - WEST TOILET ROOM #2 - SOUTH TOILET ROOM #2 - NORTH TOILET ROOM #2 _0ll w v~i• U INTERIOR ELEVATION SCALE: 1/2" = 1'-0" OF NEIyy FLOOR PLAN at TOILET ROOM .5rE�3 * s rZ SCALE: 1/2" = 1"-0" REO O 0911 NS NS APRIL 5, 2011 TOILET RM INTERIOR ELEVATIONS TOILET ROOMS #2 & #3 19 Y W o Zw Z LI 5ro TO LI FI A FI T — PI TFL 1 tj STORAGE WINE PRODUCTION AREA CA5E 5TORAGEW L_ ------ ------ oo, 5ro gro / \ I - L------- — f�l L \ UP Dp-TV i\ Iu / i TOILET \\ \\ `\ ,, /�� MECHANI ROOM AL W \ RH GM / �\ \ \\ Y - - - - -- -�--- — � ------------ \ ----- ---- ------ - - --- -- W co) O TOIICRU5HINPAD ATTR --- // / \ \ \\ \\ >= a RAMP AREA / i \\J_ TREN4 DRAIN `�\ Z ui Ilk R Lu 5ro 5/5 CRU5HING PAD Iz 7 Lu. u ZW. � � H N• yo pYY xRECEPrAGLC OUTLET xce QUADRUPLE REOEPrAOLE OUTLET HALF HOT RECEPTACLE OUTLET '�REDA WATER PROOF RECEPTACLE OUTLET 0- GROUND FAULT INTERRUPTm OUTLET L§ HIGH HAT PIXTUIRE PROJECT ,v HIGH HAT FIXMtE LOW VOLTAGE / 0911 DIRECTIONAL HIGH HAT NS SUIRFACE MOUNTED CEILING FIXTUm SURFACE MOUNTED SwALLPOT LISHT BASEMENT PLAN - ELECTRICAL LAYOUT ® Ns SAITC44 MOUNTED SPOT LIGHT DOOR SWITCH SCALE: 1/4" = 1'-0" APRIL 5, 2011 SWITCH DIMMER REFERENCE • Tm -,Iom NORTH 1/4" = V . 0" rTV TELEVISION HEET TITLE: SMOKE DETECTOR X SURFACE MOUNTED CEILING FAN BASEMENT =F SURFACE MOUNTED PLORESC W PIXTM ELECTRICAL UNDER CABINET MOUNTED FLORgGENT FIXTURE T SURFACE MOUNTED LI6WIM TRACK W�15 LAYOUT EXTERIORWALL MOUNTED WAMOUNTED FLOOD 1-1614TT ErNJ,'a EMIT PAN GM CARBON MONOXIDE DETECTOR QT THERMOSTAT SHEET NO: , OOMRRER NETWORK GABLE EXIT EXIT 5I6N d IL ME EMER6BICY L16HTIN6 20 Y O W � in - - - - - - - n - - - - - - - n - - - - - - - - i z ? w 'Vol FLOOR FLOOR FLOOR r-'- TCr WRr- 0 I FI FL —\ \_ _ 1— OUTLET OUTLET OUTLET O O i i FI A T IR N2 IJP\-w_I �' 1 \ ✓ IOOFL Tuj TO LIGHT 01 I NI �i —— FIXTURES AT I I I I—_—_y SECOND FLR --i- CK TH I JANITOR Shy //i D.F. qENFF IR 02 i_ I %�TO O i _ I 1RE 4LIp ILET FIx, I-i Fr I ROOM (D (D ROOM ON i W / \ 1 \ / — 1 > FOD -® - -- - - li cz Q I \\ II Dr. S�� — GM �� 0. \ r `--- \� 0 I� \\\\ MAIN TA5TINCG ROOM IBJ Ali I 1 II �/ W MAIN ENTRY yp J TASTING BAR \I d I r� OPEN To AWVF- I -- ---- i SUPPORT AREA M I \ I - - --- -- ------ - --j- / - - -�- I -—- —-— MONORAIL LOW VOLTAGE \ I FIXTURE lib FT LONG — = % 11 Oo oO I I 1p �Y - w Z. MONORAIL \ � II / /� / J TA Q• � ^ \ \ \ I I I / 1 _ M 1 FIXTURE "1 FT i I I �MONORAIL FIXTURE J S o I LONG \ I / 1 25 FT LONG W J• �y+ r 3 / \ _ WANE SALES \AREA ws \ \ - -a Q H• u Z 11 _ I I FLOOR FLOOR FLOOR FLOOR �0 , OF NEW YO U U - - u — I i t =PSG �.srEF�R� DUFLEXRECETACLEOUTLET I L - - - - - - - - - - - - - - — - - - - - I I I * i � 'z I _ 22OV RECEPTACLE OUTLET 11 I I 11 QUADRUPLE RECEPTACLE OUTLET HALF HOT RECEPTACLE CUTLET I I I �REDA fl qw WATER PROOF RECEPTACLE OUTLM —1J P OJECT ow GROUND FAULT INTERRUPIEIF OUTLET I —_ — _— _ —_—E — L - - - - - - - - - RAW 0911 L� HIGH HAT FIXTURE • HIGH HAT FIXTURE LOW VOLTAGE NS DIRECTIONAL HIGH HAT HECKED N3 SURFACE MOUNTED CEILING FIXTURE I+ SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LIGHT • UNAPRIL 5, 2011 ooRSWIMM FIRST FLOOR PLAN - ELECTRICAL LAYOUT v4IT = 1 SWITCH DIMMER ® HEET TITLE: TELEPHONE SCALE: 114" = V-0" ® TELEVISION REFERENCE 5/D DEECToR NORTH FIRST SMoKET X SURPAGE MOUNTED CEILING FAN FLOOR —F SURFACE MOUNTED FLORESCENT FIXTURE UNOER CABINET MOUNTED FLORESCENT FIXTURE ELECTRICAL T SURFACE MOUNTED LISHTIN6 TRACK LAYOUT EgTOR WALL MOUNTED FLOOD LIGHT ERI EXHAUST FAN GM CARBON MONOXIDE DETECTOR SHEET N QT THERMOSTAT COMPUTER NETWORK GABLE dx,-M EXIT 516N 21 Em-F-R EMERSEWY LIGHTING — — — — — — — — — — — — — — — — — — — — — — — — — 0 In n n n I W � J II II II II L - - - - - - - - - - - - - - - - Z w ri T TFIXTURES AT -------- --- - - -------- --- GM TOLGki $ I FI FLR STAIRS FIRST IF I �\ \ I 1ST TO SWITGNH t------------ \ I \ OFFICE AT FIRST FLRt - W U) INN FLOOR I \OUTLETZ I \ \ � \ /n----- FLOOR \ >7N / W T � -- ;-6---=--_-- '--_- � 0I I W >- I I I I I 9" VENT THRU ROOF 12" I Z I i i MINIMUM. 1 W I I I 1 i 2" VENT Z a S" VENT THRU ROOF 12" 1 MI VENT THRU ROOF 12" OFFICE TOILET ROOM i Lu 1 MINIMUM. MINIMUM. I I Lu Illlll I I 1 93 1 ; i I ; I I I 1 I I I I ♦A I v+ SUMP VENT THRU ROOF 1 12" MINIMUM 1 I I W SECOND FLOOR > I I I I W I 2" VENT I `} 0 --- - ' / a 2" VENT W 1, 2" VENT -------- I I I _ — AREA ----------- i MEN5 T011�.ET ROOM 1 I I TO�ILETRIOOM �/�► W 1 TA5TIN& EAK AREA STA STI AR UPPOR WOMEN5 TOILET ROOM REA i V♦ 0 I I a t I EXTERIOR WALL I I I I I I 1 I I I VENT A5 REQUIRED BY LOCAL GORE 1 I i 1 I i FIRST FLOOR -------------- I I i i I I I a� z• --1 I ; I 1 I � w Q• a FRESH AIR ii i ; I I VENT I I I I I D W. IN z W• I I j __4" WASTE LINE I L________ -_-__--___- ____________________________________________________________ , i--__i___ ----------------- -------- -t---1 -- NJ NJ• 4"X8" G.I. HOUSE GHEGK VALVES i i EMPLOYED, T01LEh ROOM — TRAP i SINK 5EWA&E SUMP TO BE I i 1 I E-- FOUNDATION WALL INSTALLED AS PER GORE. I I I BASEMENT SUBFLOOR I 1 I I Iri OF NE e , n !,.,, I I BASEMENT � 52P�,1 � srFF 9i� , I TRAP AS REQUIRED - BY LOCAL CODE / 017953A SHRED O JECT � 0911 NS HFCKED BY: NS APRIL 5, 2011 PLUMBING RISER DIAGRAM :N.T.S. T SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: