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HomeMy WebLinkAbout36466-Z Town of Southold Annex 7/3/2013 P.O.Box 1179 C w 54375 Main Road z a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36332 Date: 7/3/2013 THIS CERTIFIES that the building COMMERCIAL Location of Property: 825 ROUTE 25, GREENPORT N.Y. 11944, 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 ofFiced 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 C10-10-0003 3/26/13 ELECTRICAL CERTIFICATE NO. 36466 1/17/13 PLUMBERS CERTIFICATION DATED 2/14/13 B nd Plumbing Co . Authoriz d/ignayare TOWN OF SOUTHOLD �SVF�otK BUILDING DEPARTMENT c TOWN CLERK'S OFFICE y z SOUTHOLD, NY 01 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 Date: 6/9/2011 Permission is hereby granted to: Jemco Realty Assoc LLC PO BOX 67 Greenport, NY 11944 To: construct a winery, 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 $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,105.20 Total: $4,155.20 Bt g 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 similar buildings and installations, a certificate. of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building.and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 �. c Date. New Construction: t, ' Old or Pre-existing Building: (check one) Location of Property: 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. .�6 {66 Date of Permit. - (( Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Appli 1t'\Si natur' SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 ��y�DUNrI,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 67 Steps Winery Address: 825 RT25 City: Greenport St: NY Zip: 11944 Building Permit#: 36466 Section: 355 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Celi Electrical Lighting Inc License No: 1022-e SITE DETAILS 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 INVENTORY 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 Fixtures 1 Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures 4 TVSS Other Equipment: 800a underground service, parking lot lights-9 ballard-4-post , 8-special 50a recptii 4-exhaust fans,60ft lighting track,30a elevator circuit,3-combination exit/emergency fixtures Notes: Inspector Signature: Date: Jan 17 2013 81-Cert Electrical Compliance Form 02/12/2013 21:26' 6312088411 PLUMBING PAGE 01/01 FEB 2 2 �01�� Town I Inll, 5�n�3ri Mnfn I ivod - r �1 fi) Z3 P. O. E3ox 1179 tolopl,Une(5 6) 76 -1 p02 Soutliokl, New Yolk 11971 �� ,a0 BLDG.DEPT. I'll. (/v T j fJf► TOWN OF SOUTHOLD Orr'IGE OF THE BUILDING INSPECTOR j -TOWN or SOUTHOLD C U It T I F I C A T I O H IaA'J.L*'.1 a,r��r11'Y��;. 2013 Uuil.dirig Pe,rmil• No. Owner., iks OCV30 �L (Please 6,1;111t) Plumber- B=tz.and..FWmb.tug... Cup• . ... ..... (Please prinL) Z certify that the solder used in the water supply system contains Jess Lhan 2/1-0 of It lead. alone"M.Saahe plumbers NotaryNotaryPublir_,State of Now York ( Signature) Na.49299.42 Quai@fied W$aeWk County cotmirAlrig Won eDrplrf;s January 31,20a y: Sword to before me tills -- 1�--t- � draly of Fel ua y 2013 Notary Public? -.__STT;F'Ff,l � County MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSHI �0��0� SQuryOl Southold,NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COMM Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD D E C E WE July 2, 2013 _ JUL -z 2013 Mr. Constantine Kontokosta BLDG. DEFT. P.O. BOX 67 TOWN OF SOUTHOLD Greenport, NY 11944 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-86 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 v Jamie Richter,Town Engineer rjf so cou OWN OF SOUTHOLD BUILDING D PT. 765-1802 INSPECTI ON [ ] FOUNDATION 1 ST [ OUGH PLBG. 7FR DAT [ ] INSULATION AMI STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Iz- DATE l "� INSPECTO OP SOpT'yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ®l 4 6 //Z- INSPECTOR SO�IyO�o 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) REMARKS: DATE �5 �l INSPECTOR OF SOpj�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FnAINDATION 1 ST [ ] ROUGH PLBG. [ ?FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �" �� I �L Of SOpr�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FO DATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOpl�o! � o courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r y REMARKS: crEc IL DATE - - INSPECTOR -73 �n � �o��OF SOpr�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) (FINAL) REMARKS: i�-v Cyr DATE 7 7 SPECTOR OF SOpTyO 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 PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .�3 P DATE INSPECTOR OF SOpT�o� - --- O��Y�OUHiY,�c� a� TOWN OF SOUTHOLD BU ILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� l INSPECTOR t of soy tio�� T9olo • �Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ' - I FOUNDATION 1ST [ ] ROUGH.PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _REMARKS: co 10 ;2,e s Goz�,� = ` 41z� DATE - Z INSPECTOR qf SO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGDUB-G. [ ] FOUNDATION 2ND [ ] I ULAT [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE &_ CHIMNEY [ ] FIRE TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C-90 1 ;\ V , t � DATE Sfl 3 INSPECTOR q1A _JI 1► �J( iYY 0 !ir COMMENTS. _ *.r _ .=a al 4 _ i A INSULArnON STATE ENERGY COW ADDITIONAL COW�NTS • 1 t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,.before applying? TOWN HAI•T Board of Health SOUTHOLD;NY 11971 4 sets of Building Plans v' TEL: (631).765-1802 Planning Board approval v-' FAX:,(631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �' (�,� Check Septic Form V/ N.Y.S.D.E.C. Trustees l/ F , / Flood Permit Examined 20 Storm-Water Assessment Form Coniact: it Approv/ed 20 A" Disappr Phone: —� Expiratioi (ram 2 D Building spector D ly 15 PLICATION FOR BUILDING PERMIT APR 1.1 2011 Date Anri l P-> , 20 11. BLDG.DEPT. INSTRUCTIONS T iWN OF SOUTHOLD 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 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-1 8 months from such date. If no zoning amendments.or other regulations affecting the property have been enacted in the interim,the Building Inspector may.authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New.York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housi g code, and regulations, and to admit authorized inspectors on premises and in building"for necessary inspections. (Signa of applicant or name,if a corporation) (Mailing address of applic nt) I1935 State whether applicant is owner, lessee;agent, architect, engineer,.general contractor, electrician, plumber or builder Name of owner of premises 1Gmrn LbG (As on the tax roll or latest deed) If applicant is a corporation, signature of duly-authorized officer (Name and title of corporate officer) Builders License No. 7!70 Plumbers License No. Electricians License No. Other Trade's License No. 1: Location of land on which roposed work will be done: 25 House Number Street Haml t County Tax Map No. 1000 Section ...Block. ej j Lot Z� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy . �li .t iQrd �� ru _ 3. Nature of.work(check which applicable): New Building X. . Addition Alteration Repair Removal Demolition Other Work .(Description) 4. Estimated Cost-pdp p�(2 Fee (To be paid on'filing this application) 5. If dwelling, number of dwelling units . Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. )j 7. Dimensions of existing structures, if any: Front Rear Depth — Height Number of Stories Dimensions of same.structure with alterations or additions: Front ? ^Rear... ' ,'F ;i Depth Height — Number of Stories — 8. Dimensions of entire new construction: Front 0�` Rear ��3 Depth Height 38 `- I o" Number of Stories -- --- , ._- 9. Size of lot: Front -­5� 5 pLh Rear Depth 10. Date of Purchase — Name of Former Owner 11. Zone or use district in which premises.are.situated vo' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ Cy NO Will excess fill be removed from premises? YES NO X '` P.e.lJ6x 7 . 14. Names of Owner of premise r»w�o.�,�rx.�lAddress� �tm Phone No. f- 4 77-OGao Name of Architect,6ai)ai k Gr���r»�r� Address�,zh' 6,,/-) ,/ Ii.'IhoneNo 4W-734-6jn5 Name of Contractor ' la 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 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 x. *'IF YES, PROVIDE A COPY: STATE OF.NEW YORK) �.nn, SS: COUNTY OF�t�) YkA gk"kl being duly sworn, deposes and says that (s)he is the applicant (Name of jilividual signing contract) above named, (S)He is the (r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this.application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this J day of Q` r - • i rrf Cyr• '� 7 , �liC.iC- Gee '.-- - Notary Public S' ature of Applicant r..,. �_L.J.E `fod In SUi u Cr. v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Y Q ram- L 2 ict R-e Disapproved a/c I`i a sue.Fro/K Phone: 8� 'i,_0 ac,`� Expiration 120 5-o3lo3�� FE r 15 E �� f� Building Inspector APPLICATION FOR BUILDING PERMIT JUL - 2 2012 Date � 20 1 �- INSTRUCTIONS BLDG.DEPT. La SM.TNOID 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 wort:covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension-of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or - Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder l e 5d 2% ram-�"c *QA Name of owner of premises MC O !e e A U�� A-SS.o LLC. (Aso 1 the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer se p k Vert '6W . V iP (Name and title of'corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �3 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3 Block a J Lot o� 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'S b. Intended use and occupanc *,p�=�o ij .Pe° )(3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ©nco Fee �'xs-o 7 e (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of 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. Will lot 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 TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing.contract) above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01 BU6185050 (Contractor, Agent, Corporate Officer, etc.) QuaNfied in Suffolk County Commission Expires April 14,2 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 Z� day of 20 J�L- Notary Public Signature of Applicant Jill M.Doherty,President QF SO!/Ty Town Hall Annex James F.King,Vice-President ,`O ��� 54375 Main Road Dave Bergen P.O.Box 1179 Southold,New York 11971-0959 Bob Ghosio,Jr. John Bredemeyer '.2 �Q Telephone(631) 765-1892 OUI� Fax(631) 765-6641 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., GREENPO.RT SCTM#35-1-24 The Board of Trustees reviewed'the site plan prepared by Samuels &Steelman Architects dated April.14,.20.1..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 Wetland 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 AM 50 Circle Road, Stony Brook, NY 11790-3409 09299 Phone: (631) 444-0365 - Fax: (631) 444-0360 IRMW Website: www.dec.nV.goy Alexander B. Grannis Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 13, 2010 Jemco Realty Associates, LLC PO Box 67 Greenport, NY 11944 Ike: Application#1-4738-03986/00001 Jemco Winery— 825 Rte 25, Greenport, SCTM# 1000-35-01-24 Dear Sir/Madam: 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 all 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 berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si ely, Pe Administrator cc: Samuels & Steelman, 25235 Main Road, Cutchogue, NY 11935 Bureau of Habitat-TW, NYSDEC File New Fork 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.state.ny.us 11/31201 0 .IEMCO REALTY LLC MICHAE'L KONTOKOSTA PO 13OX 67 GRl'.'E-XT0RT NY 1 1944- ltc: ,1C1«'(J��'E,E:UC:!�7E\''!' of NO'1'hCE of 11\''I•EN'1' ('or Coverage Under S11D1?S Generar Permit for*Storni Water Discharges from CONSTRUCTION ACTIVITY General Permit No. GP-0-10-001 Dcar•Prospcctivc Pernlittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has rcccived a complete Notice of Intent (NO]) for coverage under General Permit No. (iP-0-10-001 fi)r thc.ConStruction activities located at: JEIMCO WiNERY 825 NYS RT 2S GREE NPORT NY 11944- County: SUFFOLK Pursuant to Environmental Conservation 1,aw,(I CI-) Article 17. Titles 7 and S; ECI, Article 70. discharges in accordance with Gl'-0-10-001 from the above construction site will be authorized 5 bLIS111CSS days from 10/25/2010 which is the date we received your Final NO1., unless notified diflerently by the Department. The permit identification number for this site is: NYR 101'317 . Be sure to include this permit Identification number on any fO1'ms ()I- cO1- cspondence you Se11C1 LI.S. When coverage Under the pen-nit is no longer needed, you must submit a Notice of Fermillatioll to the Department. This authorization.is conditioned upon the following: 1 . The information submitted in the N01 received by the Department on 10/25/2010 is accurate and conlnletc. 2. YOU have developed a Storm Water Pollution Prevention Plan (SWPI'P) that Complies with GI'-0-10 001 which must be implemented as the first clement of construction at the above-noted construction site. 3. Activities related to the above construction site comply with al] other requirements of GI1-0-10-001. 7 4. Payment ol'the annual $100 i-egulatory 1'ee, which is billed.sepa rate]v by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater per•mittees have been assessed an initial authorization fee which is now S 100 per acre of land disturbed and $600 per :sere of future impervious area. The initial authorisation fee covers the duration ol'the authorized disturbance. 5. When applicable. project rcvie\k? IpurS.uant to the Stale Environmental Quality Review Act (S1�QIZA) has been salisi l''ed. 6. You have obtained all necessary Department permits subject to the Utlifimn Procedures Act (UPA). You should check with your Regional Permit Administrator f i- Iurther infonnation. *Note: COIIARIC6011 l:lctivities cannot conlnlcnce Lmlil.pi-oJect review pursuant to SEQRA has been satisfied. when SEQRA is applicable; and. whcrc required. all IICCCSSaI-V Depart]llent P I'nlitS SLII1J0Cl to the 1. A have been obtained. Please be advised that the Department may request a copy of your SWPPP for review. Should you haVC any questions regarding; wily aspect of the requirements specified in GP-0-10-001'. please contact Dave Gasper at (518) 402-8114 or the undersigned at (518) 402-8109. Sincerely; Tolli Ciol•l (Environmental Program Specialist I cc: R W E., - I S WPPP Prcparcr SAMUELS AND STEELMAN ARCHITECTS S"I'F:I:I,MAN NANCY 25235 MAIN ROAD CUTC1]OGt.J f; NY 1 19)5- FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: Date Sent: f /10 Project Name:_ T_WG0 Project.Address: Suffolk County Tax Map No.:1000= Zoning District: le8`O Request: . (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: Xes 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: Signature of Planning Dept. Staff Reviewer Final Determination Date:- / / Decision: Signature of Building Inspector FOR INTERNAL USE'ONLY SITE PLAN USE DETERMINATION Initial Determination Date:_-g / -a 8,/ •: . Date Sent: f 110 Project Name: �CGc� . E]C EA. W E Project.Address: 2010 Suffolk Count Tax Ma No.:1000� BLDG.DEPT. y P 3 - / -Z Zoning Dist Dist' . %B`��M O DUTHOLD Request: ' (Note: Copy-pf'Building Permit Application and supporting documentation as to .proposed use'or use's should be.submitted.) Initial Determination as to whether use is Permitted: ea Initial Determination as to whether site plan is requirede Sanature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / /.. Date of Comment: / 0/ Comments: ZA [N r .ti F. :.. LIAR 2 5 �-2010 ... .8 ign tore of aaang t. S aff Reviewer Final Determination. .Date:'03/ 31110 Decision: . Via, • , � ginnofi irc of Ri iiHi n Inorenk r 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. .' MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SO(/Ty P.O.Box 1179 MARTIN H.SIDOR 01 1 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cis Town Hall Annex KENNETH L.EDWARDS G ,� • �O 54375 State Route 25 ADONALDS H.RICH IIIJ.WILCENSKI oly�OUM`1,� (cor.Main Sou hold,NY gs Ave.) Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 15, 2011 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 review-of 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 Steps 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 certified 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. SPA 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. r. 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 i r �osu 4. Town of Southold { o z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FARM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District section oc CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 2,6271975 3,F. I Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) �0..33 AU- (S.F.IAcres) (this Item will include all run-off created by site b. What is the Total Area of Land Clearing 9���/5b5,F clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of �,�,�_ construction activity? impervious surfaces.) (S.F.f Acres) PROVIDE BRIEF PROJECT DESCREMON (Provide Additional Pages as Needed) ? Does the St Drainage Structures te Plan and/or Survey Show All Proposed Indicating Size&Location?This Item shall Include all Proposed Grade Changes and — Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion ❑ drnC—'f.(,)a V '��j 5 and sediment control practices that will be used to 1� T control site erosion and storm water discharges. This 1�2h j� 5 (/<, item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ! mil'- Sw/�pP Pl�r1 f � (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction Goneral DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that .7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be into and/or in the direction of a Town right-of-way? El -'X submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any F—T constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item will NOT Include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. . NOTE: If Any Answer to questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the postconstruction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre In area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(.(!)_apd(o�Mswer,for each,Quesdon is Required for a Complete Application) STATE OF NEW YORK, �4 ! `'..` ,._ •fir .�-j-, COUNTY OF ....SS ............. 8 in ThatI ......... ...............V.....C.D..V................................... 7 �° nil 1 [he/she „thenap`pIn orjr�- ...beingdilyrn, pos & �sa ys•tha t, ame of Indivldus signing Document) And that he/she is the ........:A �!c t!f.. .... ` ....... .............................................................. (Owner,Contrachx,Agent,Corporate t�f(icer,etc•) Owner and/or representative of the 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 th est of his wledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. ' Sworn to before me this; 99 day of.. .. ii ..................'J• ........... ,20.1.1, Notary Public: ..: ...................................... �9rgnalure of Applicant) FORM - 06/10 Td�vnMU1 o 54375 Nab Road �'e�Iepl w(01)7MIS02: 5487 ' 1�O.aoac ttys toaer.rtchett gC'M'o ffil7 �dnv us SouWd,NY I L9714M B rl LDING IDEPAR'IMWr . TOWN OF SOUTHOLLD APPLICATION FORE INSP`CTION RE f31'�: - . Date: Company flame: Name: , !_I©enae:No:: Address: $' .7 R ,. Phone into.: . J.O.BSITE INFORMATION: ()ndlcates required information) `� ' ����� • "Name:. z . `Address: • j Cross Street: "Phone No.: Permit No.: Tax Map PiMact: .1000 Section: .00�: Lit: '7 *BRIEF DESCRIPTION OF WORK(please Print Clearly Mfease Clmlo At That Apply. Isjab ready fvr-inspectln: - * o YE$ 60) Rough in: Final. you need a Temp Certlslcate: ' YES/NO Temp'Informaff0n(lf.needed). . *86M- Ce Size:' 1 Phase. Phase 100 .150 200 30� 350 400 Othor— *NOW Service: Re-connect Underground Number© � eters Change of Service Overhead Additional•information: PAYNIENT7E W ITH APPLICATION. 7 JI. fd TOWN OF SOUTHOLD PROPERTY RECORD - CARD A _ .13 C?WNER STREET �' �5' VILLAGE DIST SUB. LOT LL '�e, A a FORMER OV4NER y ,, N E. ACR. e 1 CCU C. , Y .-phn e. .9,0 ,, S W TYPE OF BUILDING T_L�k 6-101ruanj Ices love- 21,1a� 6ad - 91 41 ap, d RES. SEAS. VL _ FARM COMM. C8. AISE Mlct. Value � 1 LAND IMP. TOTAL DATE REMARKS !t 3-to - 3/ ? IL"!(? ,�w-t:Z7 It nFO L. 7 D v l�3 7 7 9-0 D 7'AIC �i M N S rf vatjR - Xve- 7o T R A►H A ! i �' /4b l 6a �`/ 300 ic S123/79 �/�/�9 '' '` a �3�0 �.RA N /a � nEALsY �a Pso2`3 AJfL. 26700 71m 2 t 03 , 1 1 Q AGE BUILDING CONDITION /00 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Tillable 2 �b Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD 7 J', 7/ 1 a House Plat . DEPTH BULKHEAD: y Total - _ DOCK-- _ l COLOR TRINA i i i l i Bath Dinette A. Bldg. i foundation i Floors K. Extension ` Basement Extension Ext. Walls Interior Finish LR- }teat DR. Extension Fire P'- -e Rooms Type Roof 1st Ftaor BR Porch. I Recreation Roorr Roams 2nd Floo FIN. B. Porch Dormer Breezeway Driveway , Garage Patio Total 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. ThLSamuel k lman, R.A. Steelman Architects ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 ?U°:-.+l-?�:� c'FLf1:.ETPkU1 [ : �_�D+_?� C ti:'_. �.'.9«•il '4 16-�t P37L•; P.I 1 P I, a h{i. - Epp li:Cr ry.��;2�1 4:6'r-'Taill'Up a� { s� NTY L1rs8 r5rli erg AJdT4-ic_ 925 Rt%,de 2S GmerP�Ort. MY To W1-ni;. Ttb i~:i f ii:J G;I fy Eliai Jtt cexiL'rG;G liCjvc td f _p'2 5 Rautc 2r.� x0['41,0:f :4+f1[ FP�ii L.}fii!3•�cu r:n7d�Sq;�'T'i1� :7S1L�'"=i.�I�4°e7e'v�,7'[�1':14a1::1[:`.4''L%r2�. Sir zc. t I Ted, :•r- 80-9t9�zr 21,01 Paw mao -r ICI-owt4otiKamA• wrvr YaRx ii?vo Pam: i t i 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 gpm 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 HASS COMPUTER PROGRAM (LICENSE # 27081247 ) HRS SYSTEMS, INC. E p •.off Q's Y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/29/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS81\67 STEPS 3.SDF JOB TITLE: 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/FTA2) 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 0.224 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 10.4 18.1 103.0 0.150 0.176 12 12.0 K= 5.60 12.7 19.9 103.0 0.150 0.194 13 12.0 K= 5.60 16.8 23.0 103.0 0.150 0.223 14 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 - - - - - - - - - - - - Z 12.0 - - - - 21.6 - - - - - - - - - - - - TOR 5.0 - - - - 24.9 - - - - - - - - - - - - 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\HRS SYSTEMS\HASS81\67 STEPS 3.SDF _ JOB TITLE: 67 STEPS AREA 3 PIPE DATA 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: 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 4E 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 23.4 0.046 TL 12.00 PV Pipe: 4 -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 4E 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 3.4 120 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 , 4E PE 0.0 11 12.0 5.6 10.4 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 0.347 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 4. 9 120 FTG T PE 0.0 14 12.0 5.6 17.7 23.5 0.044 TL 19.00 PV Pipe: 14 -46.5 1.380 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 2.469 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 15.4 120 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 0.0 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 24.9 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 1.6 140 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\HASS81\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. 27081247 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 MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 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 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.00 6.065 14.00 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 BfyVly GatVly NPTee F45E1 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 15.50 � d WATER SUPPLY ANALYSIS 0m y Static: 50 . 00 psi Resid: 18 . 00 psi Flow: 1922 . 0 gpm H 60 . 0 H rn LEGENDkD tv Available pressure 47.09 psi @ 526.3 gpm o M N H 50 .0 2 �, Required pressure ro 1 36.05 psi @ 526.3 gpm U' Cn G A. Source Supply Curve � ro A B. System Demand Curve U w n x G 40 . 0 v E 2 0Cn m Cn P H R E '3 0 . 0 / ern K S i ty S ' \\ U H R �'� K E 20 . 0 � F-3 Z rj) K t m p s i 10 . 0 i-3 ro In 0. 0 w w — — — — — — — — — — — — — — — — — — — w W m e �] m -14 .7 400 to 8 0 Ito 1200 1400 1 00 Ito 2300 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 I 55+ I I I 50*\\ I \\ I 0\ 45+ \\ I \\ I \\ P 40+ \\ R I \\\ E I \\ S I X \\ S 35+ \\ U I \\\ R I \\ E I \\ 30+ \\\ P I \\ S I \\\ I 25+ \\ I \\ 20+ \\ I \\ I 18.0 psi @ 1922 gpm-> Flow Test 'Point 15+ I I 10+ LEGEND " I " I X = Required Water Supply " 1 36.05 psi @ 526.3 gpm " 5+ 1 0 = Available Water Supply " 1 47.09 psi @ 526.3 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+----=------+ 400 600 800 1000 1200 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 7346405 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Vertical Glazing/Wall Area Pct.: 20% Activity Type(s) Floor Area Retail 4354 Office 994 Warehouse 1493 Manufacturing Facility 1867 Section 3: Requirements Checklist 82� ®- o «®. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 3403 38.0 3.0 0.025 0.027 Exterior Wall 1 North:Wood-Framed,16"o.c. 1646 21.0 2.2 0.053 0.089 Window 1 "A"(1):Wood Frame:Double Pane with Low-E,Clear, 47 --- --- 0.320 0.400 SHGC 0.30,PF 0.38 Window 2"B"(6):Wood Frame:Double Pane with Low-E,Clear, 108 --- --- 0.320 0.400 SHGC 0.30,PF 0.38 Window 3"C"(3):Wood Frame:Double Pane with Low-E,Clear, 102 --- --- 0.320 0.400 SHGC 0.30,PF 1.70 Window 4"D"(6):Wood Frame:Double Pane with Low-E,Clear, 78 --- --- 0.320 0.400 SHGC 0.30,PF 1.70 Window 5 Door Sidelights(4):Wood Frame:Double Pane with 84 --- --- 0.320 0.400 Low-E,Clear,SHGC 0.30,PF 0.28 Door 1 "3&4"(2):Glass(>50%glazing):Nonmetal Frame,Entrance 108 --- --- 0.320 0.400 Door,SHGC 0.30,PF 0.36 Door 2"l4"(1):Wood,Swinging 42 --- --- 0.320 0.700 Door 3"18&19"(2):Glass(>50%glazing):Nonmetal Frame, 84 --- --- 0.320 0.400 Entrance Door,SHGC 0.30,PF 0.28 Exterior Wall 2 North Monitor:Wood-Framed, 16"o.c. 139 21.0 2.2 0.053 0.089 Window 6"L"(12):Wood Frame:Double Pane with Low-E,Clear, 72 --- -- 0.320 0.400 SHGC 0.30,PF 0.67 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Sam uels-server\office\Com mon Documents\ACTIVE 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 Frame: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 Low-E,Clear, 108 --- --- 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 Frame: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"1"(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:12"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:12"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:12"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:12"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 ft. 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: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&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 Requirements hecklist. When a gistered Desig P ofessional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and prof i al judgme ,su plans or pecifications are in compliahce with this Code. -ka-akipA, r i 1 (`N Title Sig4ture Date Project Title:SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Samuels-server\office\Common DocumentsWCTIVE 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: 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: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (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 A B C D E Fixture ID Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Retail(4354 sq ft) Compact Fluorescent 1 First floo:Twin Tube 18W/Electronic 1 36 18 648 Compact Fluorescent 2 Second Flo:Twin Tube 18W/Magnetic 1 10 18 180 Compact Fluorescent 3 Second Flo:Twin Tube 24/26/27VV/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/Electronic 1 8 18 144 Compact Fluorescent 5 Second FII:Twin Tube 24/26/27W/Electronic 1 3 26 78 Halogen 3 Second Floor:Halogen MR-16 50W 1 18 50 900 Halogen 4:Halogen MR-16 20W 1 18 20 360 Office(994 sq,ft) Compact Fluorescent 6 Second Flo:Twin Tube 18W/Electronic 1 5 18 90 Compact Fluorescent 7 Second Flo:Twin Tube 24/26/27W/Electronic 1 4 26 104 Halogen 5 Second Floor:Halogen MR-16 50W 1 14 50 700 Warehouse(1493 sq ft,) .. ,�..�._ .... . _._ ._. .._.. Compact Fluorescent 8:Twin Tube 18W/Electronic 1 7 18 126 Manufactunng',Facility`(1867 sq ffi) Compact Fluorescent 9:Twin Tube 18W/Electronic� -'� '. ,."... .. .. .. _ _ .. Com _ p 1 7 18 126 HID 1:Metal Halide 100W/Standard 1 9 100 900 Total Proposed Watts= 6134 Project Title:SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Samuels-server\office\Common Documents\ACTIVE 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 Proposed 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). • C1.1 Z • • o.- Section 5: Compliance Statement Compliance Statement: The proposed 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 Vers' n 3.8.1 and to mply with the mandatory requirements in the Requirements Checklist. L� Name-Titl Sign ture Date Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Sam uels-server\office\Com mon 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 7346405 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Wafts /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*= 2789 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 areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Main entry(11 ft of door width):Tradable Wattage Compact Fluorescent 1:Twin Tube 18W/Electronics -� _1_._, 2 � 18 36 Plaza area(2160 ft2):Tradable Wattage y ;; 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 sennces loading area(3526 ft2) Non-tradable,Wattage HID 1 Crushing Pad:Metal Halide 350W/Standard 1 1 350 350 Compact Fluorescent 2 Ramp:Twin Tube 18W/Electronic 1 2 18 36 Parkin area 18775 ft2 Tradable Wattage ` HID 2 Pole Lights:Metal Halide 70W/Standard 1 6 70 420 HID 3 Path Lights:Metal Halide 50W .. Walkway<<10 feet wide,(2957 ft of walkway length):Tradable Wattage > , HID 4 Path Lights:Metal Halide 50W/Standard 1 21 50 1050 Total Tradable Proposed Watts= 3524 Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Samuels-server\office\Common Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com 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 controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the lighting is not required. Exceptions: ❑ Covered vehicle entrance/exit areas requiring lighting for safety,security and eye adaptation. Exterior Lighting Efficacy: ❑ 4. All exterior building grounds luminaires that operate at greater than 100W 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 3.8.1 and to omply with the mandatory requirements in the Requirements Checklist. L Name-Titl T ignature D to Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Samuels-server\office\Common Documents\ACTIVE 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: 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): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Type&Description 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,Efficiency: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 included and calculations required ❑ 5. Systems serving more than one zone must be VAV systems 6. Dual-duct VAV mixing boxes installed to minimize mixing 7. Water economizer installed in cool-air duct of the dual-duct system I] 8. Loop temperature controlled with 20 degrees F deadband where neither cooling tower/fluid cooler 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-or closed-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,recooling or mixing of heated and cooled supply air l] Exception:Seventy five 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 Us)or less. Requirements Specific To:Water Heater 1 Project Title:SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Samuels-server\office\Common Documents\ACTIVE 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 ❑ 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. Planfequipment and system capacity no greater than needed to meet loads ❑ Exception: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 ❑ 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 ❑ Exception: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 return 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 ❑ 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. ❑ Exception:Piping within HVAC equipment. ❑ Exception:Fluid temperatures between 55 and 105°F. ❑ Exception:Fluid not heated or cooled with renewable energy. ❑ Exception:Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRI840 rating). ❑ Exception:Runouts<4 ft 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 ❑ 15.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. ❑ Exception: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 airflow 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.Automatic controls for freeze protection systems present ❑ 18.Exhaust 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. ❑ Exception:Systems serving spaces that are heated and not cooled to less than 60oF. ❑ 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. ❑ 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:\\Sam uels-server\office\Com mon Documents\ACTIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Corn 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 humidification 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 V rsion 3.8.1 n to comply with the mandatory requirements in the Requirements Checklist. ) f�l r 1 U Name-Tit igna ure Dat Project Title: SIXTY SEVEN STEPS WINERY Report date: 04/06/11 Data filename:\\Sam uels-server\office\Commo n Documents=TIVE PROJECTS\Kontokosta Winery\Sixty Seven Steps Winery Com Check.cck Page 9 of 9 SURVEY OF PROPERTY FOR J.M REALTY CO. A T GREENPORT TOWN OF SOUTHOLD N SUFFOLK COUNTY, N. Y. 1000-35-01-24 SCALE: 1'=100' APRIL 28, 1994 OCTOBER 21, 2009 (LOCATED VINEYARD) i JUNE 13, 2012 rwtND TURBINE! " rol S86033'150E .14'12,"E N 7 O 65• ral 137.96' Nq,2.6 ------------- 1 � p'09 c�611°rg ' Ln 2 x • w L� TV% " •�o �o - �°�ti`�° 1 N8261512 =- � 9 � I 1 t� O , N C �w \ o• Z O \� NO x\ G� tg0 ZN� B1-U�,'G. � x\ N/0, 0/� , cp Ta t� 0 5\0U VINEYARD IA/0 G \\ \\ \ VINEYARD \\ \ \\ , z� DER 376'40 Cz S76.30 30 `\ VINEYARD 0 -� \ N KPS� \ oe /°/f N/ { VINEYARD \ \\ tJ/�R\S \ `\ `\ VINEYARD \\ \\ \\ VL N/°� VINEYARD VL , r °B R \ oop \ \ �. cot o� 38g.k �� `\ `\ `\ YA `\ �►'. 0� \ \ VINEYARD \ \ DE �R M � OL1.PNo �/°�,�R •01-3 �.(`( VIC � `\\ VINEYARD N S�Nc Sg6 pR� REP cPR''501A rr ' Opp \ `.- 329 44, r s78'09'20„W RpuTg 26) 2� 26, � 6. . 5 7 615,00W cn ROAD CERTIFIED T0: o'er 564' +/ �AIN J M REALTY CO. i�rl r 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION CONIC 8VWEYORS, P.C. AREA®59.3758 ACRES OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA710NS 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 f i S.C.D.H.S. REFERENCE NUMBER C-10-10-003 L �, FEB 2 2 2013 1 i SURVEY OF PROPERTY FOR J.M REALTY CO. AT GREENPORT N TOWN OF SOUTHOLD SEPTIC SYSTEM SUFFOLK COUNTY, N. Y. MEASUREMENTS 1000-35-01-24 SCALE. 1'--100' A B APRIL 28, 1994 OCTOBER 21, 2009 (LOCATED VINEYARD) LP1 97.5 134.5 STL 23.51 23.E JUNE 28, 2011 (UPDATE) LP2 109 137 11 P5 1 32.51 32.51 AUGUST 22, 2011 (FOUNDATION LOC.) LP3 101.5 121.5 JANUARY 29, 2013 (FINAL) LP4 126.5 148.5 i GT 48 74.5 i i i w #A, S86'33'15'"E N 7974'12;E N6165•g3 96' 104.26 ------------- AN 61'SQ k9 N $0� N 281• w y�� 1S o 00 ---1.73 �5�`1k 12 Z Of 10? 7Z 0 v cn N oG o3w tt _ X X/X X/ O R�pV PNK C uN,SG��C lA6�RCRPN` C �/y X/X�, RCA X/ OT } p C e. too X � Y v p ZN� /XiX�X/ ca' R Z�NER .w�-,po�►$`�l �� B• S Nye X/X/X GS • N R�,�CUF�B ` I° P ANC ►`RiA SS • `C� N p SK /X=XX X�x�X " - x BRQX -� �X�xf-X' x N/ \ N 15 100 X JPS VINEYARD \\ \ \\\ \ \\ VINEYARD \ \\ \\ Cpp1tNNERS sue' 316.40 ow OIL � \\ \ VINEYARD N I PSE N% "cl \ o pYJ \ �� �� \ \ \\ a \ \ cit- \ N /oIF QIF \ \� LPN06 \ \\ \\ \ \\ VINEYARD \\r \� p \ x QRR \ \\ \ \ VINEYARD \ \ \\ VINEYARD N�oEG 1 N Vr 01 \ \ ''^` \\ i o \\ VINEYARD , \\ j I OIF �NEYA RD \ 0�-�'P�IO NI°�1 PAR .00�0 ,N �P`-.P( �,�• ' �\ \\ N SIN S66 O Rl R �� N/°�SoN Iolf GR 2 \\ GPR N �lv FE. �o ZNOs \ \ \\ \ %o�S 0. x� 3 g.44 _ W E2 ) 46.26' co�,�E�S78*09'20 (14. RY 0U \ Z cuRg S'5,15,OQnW to ''rr RpAD OCR. 564 CERTIFIED TO: Z �- •.�`�-..-:_•--->- JEMCO REALTY ASSOCIA TES LLC FARM CREDIT EAST, ACA FIDELITY NATIONAL TITLE INSURANCE COMPANY —x-=DEER FENCE ® =MONUMENT / '-WX ,-Ic. NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA 77ON IVECONIC EYORS, P.C. OF SECTION 72090F 77-IE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 AREA-59.3758 ACRES EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA77ONS TO TIE LINES HEREON ARE VALID FOR 7N/S MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET Q�J WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 vT—�Ov S.C.D.H.S. REFERENCE NUMBER C-10-10-003 !n „i,D 2 ca c-JFF.CO. l!"13"l, KIRV r-r1c, c: SURVEY OF PROPERTY ,� ;~; > �} ✓ FOR J-M REALTY CO. A T GREENPORT - 3: cz 1.3 TOWN OF SOUTHOLD 0 ' — 0 co; SUFFOLK COUNTY SEPTIC SYSTEM N. Y. %c MEASUREMENTS 0 1000-35-01-24 Zp SCALE.• lm�=100' A B „i APRIL 28, 1994 ST 142.5 84.5 B C LP1 97.5 134.5 ISTL 123.51 23..95 c OCTOBER 21, 2009 (LOCATED VINEYARD) LP2 109 137 ILP5 32.51 32.5 DUNE 28, 2011 (UPDATE) LP3 101.5 121.5 AUGUST 22, 2011 (FOUNDATION LOC.) JANUARY 29, 2013 (FINAL) LP4 126.5 148.5 MARCH 15, 2013 (ADDITIONAL NOTES & ELECTRIC SERVICE) IGT 148 1 74.5 j It's 5 S8603.3'15*E N79014'121 IT kv 104.26 ul 000 \\1A "E 0 N8201,512 1.73 0 0 10? Of 7S- N6 231.76--'' � -A NO fo 0 C�vp\NG gP5 o3w o 0 -A Co RROP RC . 0 13 C, r. . 7 POO rl f N? 31 0ZN' /x/x/X/X c� R 2�N �N/ sl 46L-�- 0 X-� CB 3� p /0) x /i'/ \\ \ _X_X'X—X�X J \ \\x E�CSt1C� MAN NRa�NE CA 0 I � X\ '/ \ I \ \\ J N JPOER �\ \ �' \ \\ \ \\ ��\I 0 30e ILD , Ln x% vINeyARD \� ��X�X .N /OIFG VINF_YARDL Cot4TAMERS 8ERIle- �,�\ s 376.40 ow s7603030 ANCYARD /0 E \ \\ \\ — — \ •� 04q MP \ LA AL 0 �' \� \ \ \ \'\ to ,40 VINEYARD \7\� Vc NOORR�S x\ \\ \\ \\ VINEYARD % 0/� ONEYARD /0 /0 V13 GP � \�,� X�x c�F. \\ \ \� oo� VINEYARD \` \\ c�'� M / 0 o z \ \\ \,\ �ZX /0 VINEYARDNO S G1-P' '-? - 6 0?11 /0 14 Soo GS 0 0 0. 0 329.44 `�� N�o \X\�_- - ow ROUTE 25) S780920 246.26 c to w OAID 564' OF Nizrp i CERTIFIED TO: -A JEMCO REALTY ASSOCIATES LLC FARM CREDIT EAST, ACA FIDELITY NATIONAL TITLE INSURANCE COMPANY r —x—DEER FENCE 0 =MONUMENT 7 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON N. Y.S. LIC. NO. 49618 ECONIC OF SECTION 72090F 7HE NEW YORK STATE EDUCA 77ON LAW P.C. AREA=59.3758 ACRES EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 76,�-5020 FA� (6Jl) 765-1797 TO TIE LINES HEREON ARE VALID FOR TVIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12,30 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON SOUTHOLD, N.Y. 11971 L74-1081 e Rev.6/2/2010 >R� •,,,, SCHD NIA COMMENTS DATED 3� k2 1.lA�w �J�j 5/18/2010 o gOUNp ROAp 1 wz TOWN OF SOUTI�OLD / z / I \11 ( I I I z \ z I c_n o m\ \ I 12807 I LI I I I 2� D z z / \, No pOAp cn z �\ I \ \ gOUND / I < nLn� \ .►� \ I \ 1 I I I ry z _+ o o „ �' ,' m� m\ ��' � N27�0 W 1\ II \\ \� 11 IIIIIIIiIII II �d Z r\ W � Dz // ) Zz� �\ ' n 1 5486� � - \ I \ \ III I o � � � I \ I \ II 1111IIII I \ LIJ z PEER FENCING I (IIIII I \ N27'47 � _ o 45 LT, In W I I I z \ \ I w \ \ \mi IIIII II N I x1s ce Q: Cd >; ll I\ \\ \ I II II II =I Z / `� RypR \ \ \ I II I1 I Cbti EXISTING LAWN \ KONTOKOsTA -'c o - I Z i l EXISTING u►wN W 1 = I \ 1 11 I M \ W , � 1 \ - ----------- \ ��,1 '\ N LONG c0 / —ENLARGE 6 ISLAND E•( -0 N XIST11 PA I \ I \ \\\ \ YARD GRAVELDRIN�WA 3 S I _ \ \ SOUND 0 0 \\ I • � DRNEWAY .;'.,.. •�.., � I\ I o \ I � Z• I c \\ GRAVE(. SANITARY STEM M TERRACE� I . N 1 1 1 a} GATE. e I tURN w RUSHING PAD 1 n I\ \ vdn ~ o so ICI J• �' � MAIN EN 1••' z ` ° - w \ STE STE d 1 = W• V W EXIT v - " I \ a i `\ 1 I I I C a N w w I \ `� I \ I I I I C W, N M rn e �- w '= w w \I I � �\ � \\ � i I II Q I-• � \ OVERFLOW' z I I \ I OVERFLOW _ — 1085•53 0 300'(MIN. I PARKING \ :`.PARKING':; ~: I \ I / /� I In � q GRAVEL w 60 SPACES — 42 SPACES— `. W w W. WIND TU w w �� MUST D� If��PECTC[ f3 THI; w DEER / YdATEEw LIMC(5) `- � t------ O � --�---------- \ J EXISTING LAWN �UPFOLI: COUNTY D PT. OF' HEALTH SE• ✓ICES. � — — — 1 / _ I V �•I O RPZ e w �— w �— -1� — — ' CALL P,52.5754, 48 HOURS IN ADV/ GE, \\ ECTIQ"7(5). \ \ I l ��Oi�l ��OF NEIV Ib w —� TO $wyEDULE IN.,P P Y to T INC � I UTHOLD v / I LANDING A SO 15 1530.16 301� 10 0 - - - I N/0/F pECONIC / /I DEER FENCING // /// � /I I �N / 0 _ cs 5 _� o � -PROJE 'NO: 0911 410.00' 1 S21'34 40 E 3® \\ Ri DRA N BY: NS SITE DATA - - 982.87 2� 3O \, SCTM # 1000-35-01-24 LOCATION MAP s21'os'3o"E 2� 1 CHECKED BY:NS PROPERTY: 825 Route 25 �/! %% VIATCr LINE(S) MUST CE INSPECTED BY THE NY 11944 J �� /'/�ii% " N 0 F PECONIC LANDING AT SOUTHOLD INC. Greenport, UNSET,ANE % < !; �' SERVICES. DATE: APRIL 14, 2010 .,UFFOLK COU�lTY DEPT. OF HEALTH .+ERVIC�S. OWNER: Jemco Realty Associates, LLC ��// CALL @aZ-�74, A.8 f:o�r IN Ao�AN�r, PO BOA 67 MAIN sr. Tom` '/i�/j/��� ' SCALE: Greenport, NY 11944 %' '�j; 2 To SoFl�nsLc I► BPECTION(S). 1" = 100'-0" � �/;// TOTAL '`'' _ Suffolk County Department of Health Services SHEET TITLE: %�z�.SOUND%�i�y% 2y627,975 SQ. FT. = 60.33 AC. i�'' OVEFRALL SITE AREA: ,.�� j� %>' �>> �j/' - Approval for Construction-Other Than Single Family 158 SF = 20.55 AC % ''/:!%, VINEYARD: 895, j; OVERALL s /'%% SCALE 1" = 100' Reference No. CTO"I Q0(03 ' NON PLANTED: 1,732,817= 39.78 AC //% Design Flow �aC ' Use(s) w ne r _ _ _ SITE PLAN ZONING: R-80 g ' �''� These plans have been iewed fnr general conformance with Suffolk j/o , p FLOOD: &. /iji Count Department of Health Services standards, relating to water Zone X //� / supply and sewage disposal Regardless of any omissions, ZONE j incorksistencies or lack of detail, construction is required to be in SURVEYOR: Peconic Surveyors /,, ��� accordance with the att ached tached permit conditions and applicable /� standards,unless specifically waived by the Department.This approval 1230 Traveler St. m �;%�%- Southold, NY 11971 c j/��� expires 3 years from the approval date,unless extended or renewed. SHEET NO.: 11 ,i LICENCE NO. 49618 / - 10 !� Approval Date DATED:1993 w/update Reviewer OCTOBER 21, 2009 Iff VINEYARD SUFFOLK COUNTY DEPT. OF HEALTH \ I __-�_--- Rev.6/2/2010 25 26 7 28 _ SCHD NIA COMMENTS DATED r 21,�`-- >,:' •'. 301 5/18/2010 y:r \.t 'rr". .%J; h•'1••,y•,: <y t'. `>v ,•Y..r•!,' '_ :%'... .x. :w ".y i:. .Lt . :+;: _ ,;� \ :;;. ;: }+� Xf N ;:,. .t G y::�:. S'. ,,. \ °I' r" I .;t a �(� 3.>L f:v/LI••^ \ : :> r , VI ,• M1.4 :'r' VINEYARD`-'R C�. � :.i`. � +..�✓ ,w:._ ;.. t' . 8 .•h , \ _ 1z� �A` �A� v 4 '� W i 't• / .. ,, ,h q. W ,; :. :: s.. . . I- D .11 i, , .. 1. ::� T` I :.: := -�, . 1 . :'` ;;; . `t �I I ' r...•': ,..•`' � :.. L.... 1 `try: .r::' •t. < t 1' :,�^ _ A' I w 1 t t• \ •C't p :t: -i.: \' .a� \y• 4. S Fi� _'�V1+' 1 �� f7{In,'r`11 I:�:• S-� :!t ffo 1 k Services� . Co u C�. nt D e art .,' cn�-• I Y to f Heal th •h' 1 I . - A rov t al 1f� �•r' for Con st ru II-0 t�1� her r T Single •�' e 1 •.< am' I?Al2: S .t . 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I1 w''\ Pe" v waiv ed r� the Dep artment.• I 1 I _ `�:•• Thi s P>>: I rov t•!ti• aI •t. •f•:e ex pires re PP s e'�� % r:.r ..xP years 1 fro m Y t�,N'• he b r al a•.�`• unless P es ex tended ded or renewed.ed. r:...: �l°- ::•' , <><i r. ,.. LU 1 ti a� �:� w )))��n��^ I i ' y f,N/], A`•t• :Q -,5i 2Ya �t ro al Date 1 I E Re viewer eviId 4 �.-t^ ew p .:H'. '� l 1 �! �: �`••rrit.y d may YSTEM #1 I WA S �•\ :;,r TER LINO t�t(3., (� T E I I Ci t 6 N F•:k: i4I7•• _ E.'•I . ;C- •' "'i•:.A. -" .. t b. -�.- CT[0 G'Y THE \ I - �.. c f LK C 0.1 .T � 'TIG SYSTEM DE PT.,s. '��Y.,.- PT. 01' HEALTH - CXt r r G\ N' 'f i't3 .tom A '� J , 3b r *�3• al� .�y- (+1�^ry r. A I�} -'�:' -t .�• :4' •:t'' ''7:'•' '•{ . �l -' a[' .f � A1..• (iJ4-•i/.7� FdV HOURS rADVANCE, \ I 00 GAL SEPTI�G TANK �•;` K`;:'-:.�`<�� '_:;_ ::,F-� Y. VE. .'��•`• -;::r'. :r: ,�;; u.e� (N �: f.� :S ,-`_�:� ill'-..•��:;;��; .i.:. T': '`� :;..- :.fits To S •r I FT DIA x 4 FT LD ST �t �' 1. .. —•J: UE i: •18PTDIAxSFTLD _ . 1 GREASE TRAP GT 1.` �!,% c'•' :f s 1 ( ) ARF •;� .,f� s r M_1- i. T\ 'h t• •fit.: ,L A�. - t• 3 8 F�'. DIA. X 10 FT. HT. :; 1 `G �(T \ \ LEA�rING POOL (LP) ` ." ',: �.<<._"," \ ' D — M 0 \ � I:'•::-:�' \ ---------- 29-------- ---- \ ,�Dept.o�He�?;�I Se►1,rt;^� (2) 8 FT DIA x 10 FT HT (EXP) �` `�.:. k— \\ EXPANSION POOL :<:e_,,. �0 ' \ _- 30 —`i q /� \ 0 I" \ \ \ Y I I I --------— ------- --- --31---------- \ 0 \ }.:*, I \I' 32 ` \ .:.: • . , ::.. •• 1 I � • 1 { \ EXP \ .4, :':'•: L:. ,_:.%.-', I ^ r�------------ ------- 3 ----�?----------.� `� I \\ Z \ :., . 1 - - \ ry W L� ': I I — _ — 33 _; '. 33 ISLE RAMP I 1 W -XI I N G \ `� \ .' �' \ W VINEY�4RD \\ \ LP STD --�-_---=_=--- ' s .o I \I O �� O .,: „ { GLE'IhNOUT 60' (� MArX.T ° I C' \ \ 1 1 \ \ O O \ :�:: -:-�. t I i 1 1 \\ I I I I \ \ EXP LIP \ I 1 I 1 I I \ \ i i i I \ \ ` % •r :::t,%.' :. I GLEINNOUT I I I \ S \ I I I I \ \ I I I I \ Y b 1 \ \ \ ' `::..• ':: .ti. w,.-:: 1 I i I I IRST, L 4 1 I \ \ TEST - \ \ HOLE I `' i I i I I \ 3 , + I+ si.o i RAIN VNATER ON ROOF AREA TO BE DIRECTED \ E1L:26.8� L.__ .` I I 1 I' r'I TE C I T R I TO UND GROUND STORAGE TANKS. RAIN \ \ NEW CONTOUR ' ..';."\-•'}� ,�� I I I I I , P PITCH_ ' WATER WILL, BE USED FOR, LANDSCAPE \ \ `:. ... `"' ooi �' of e-' lVi cMi �1.7== 1 I IRRIGATION. L ED CERTIFICATION \ \\ ew evI MI CV) r�1 MI \ I I (1) 8 FT VIA x b -FT HT STORAGE TANKS (5T) \ \ :,:,. I I I I I I I I 06 z \ \ EXI5TIN& CONTOUR ' ;...- •.: I I I I I 1 n I 1 I I � Q. 1n g \ :: \ I I '\ I I I ' 1 1 1 I I I oM> \ \\ \ I I i I (6 ' i 11 1 I I NEW CONTOUR / . . _ . ., ,., - . I i I __§� K X . . I (j 0 i ° \ I °M \ +'"v•k,d � j1 T h�l �I ') Ali' I 1 I 1 = Q Z LL \ \ . "J, '\I 10 I LAIN I I I \\ 1 EXISTING CONTOUR W. "' \ \ ".%. . I y'..�`,\H�Om I)t7�.°.�<rt',I 1 W - I I I \ I W. e� = a3 \ .. I I I 1 1 IV, e + 20.9 I I I V 1• \ \ I I \ 1 W GON in / I I 1 D T- \ \ 1 1 III E `�,— 33 5�'\ 0 3 11 1 I I __ \ Q F-• ( , \ \ :: '; ;°`.; I E I \ I I o -- - —— saw —— — -- - I I I — �_YSTM #2 \ w w � I I ti I ----32--- - - z -- --32- '' I I 11 WASTE Tfi� SYSTEM rn Cl) \ w � _ �E < 1 I '� - CR6 HINGI � - I I 1 \ \ ` •.• '' 1 OADI AREA w �E �- `'.' 1 `� -_ ---- GASH- 31 (I) 1,200 GAL, 8 FT DIA x �T LD (STL) - SINE \ �� :- - :.., • -.'~ I ,\ `--- IRO -.' i i :.:• 5LE 3 ER UNb GR� 1 SETTLEMENT TANK \ yy UNDO„ gE�OW—_w_�E�� \ •.%•--:•,':.. `ti•_ 1. I �`----- --- --30 \ -- -------------------'' () OFT DIA x 10 FT HT (LP) \ EXP _ LP 30 1 I I w —E�� E 1 \ r �': I \ �Or �} i LEACHING POOL \\ �_w�E E -GROUND LI NG \\ \\ 1,00 1 ��`--4--------- —29--- O D --29-----------------------' (I) 10 FT DIA x 10 FT HT (EXP) \:;•. ��W�EWE- E N>:W� OTII.1'f1 1,00 �5v,e \ \ 'r � ,% — -- ------ a� -- .I4 N H D 1=XPAN510N POOL 28, 2 CoP�E OF NEt,�y0 E \ �` -- -\�- -- - r- -- -------------------------------------PROVIDE WATERTIGHT MANHOLE COVER .( 1.• ST�c Q _ ��E W 25 \ ��� \ 2 / \ 27 _ — — — — — — — — — _ _ INSE'I�'[S AT EACH CAST IRON GOYER ��'G ��2� r T DE INSPCCTFwD E?Y THE \ `y % E H SERVICES. \ .t' 7 D -� `\` 7 g�vv42 �2 �� V E �� SurrO.K COUNTY DEPT. OP MEALY _•. -• \ 0-- W-- E \ CALL P,5-5754, 46 HOURS IN ADV�.NCG, \ I\ ?4; )' 8xb x `i \\ ,W E CONCRETE RI=TAINT( I \ OJ °U { ��-- "1�f �— 70 SCHEDULC jlvgt�FCi1QN(S \ 1 Wt4LL WITH 42" H RAILI>\l6 I \ �d` Vq — W—� E E \ % \ \\ in O V W I \ W E 1 % 6' Q z \ /r 0: I II \' i I X _ W DUMPSTER - - - - - ( \ DRAWN BY: I -% - - - Q�NGtOSURE- - - \ UT \ \:: :.''1• .. '-:.... .:,:: ���------------- ----------t.��) -- - ---- -- -2s-- NECKED BY. NS 1 ,\ 26 coNGttETE — X\\ \\ CI \ \ `• SURPAGING \ \ ',. :�' •<•• 't• . :.' .. •+•25.a6: '.6RA'i/ L`••. I \ \ DATE: 1 - �••:� -' - .. ' ;;. :;•.. .:1.• `.I'' pF,1 G. " ,.`' ;;';. I \ APRIL 14, 2010 n :.y: . • I \ SCALE: n _ I n OVER FLOW P ARKING �< 1 • I \ SHEET TITLE: -.. .. ACES _ _: :4:: _ \ SITE � : ::'� . t. . LAWN AREA4.'., , ♦ V '' GRADING _ _ , • �. . \ - E . R11F�I? ffi' l(V `:.. ' °'; Y \ f DRAINAGE I ;:S CE \ r✓ \ A : ..' a :t• '. 4: \ O \ `�: '�% & LAYOUT GR '.GRAVEL:ARK t Q•:•• \ R ur l; \ \ f'. w,'• n. �: '. PLAN AN \ ,�.•.t'. ,•"..3•' •'tit• •'r::'. to. T \ \ . \ :r; �t. % a :�. iij— ZIJ'--,Z. -e,: - .- \ SHEET NO.: �' • • ;' \ . .. ,• aXlq \ \ '•A1?I�I 1. *% :.,*.,.,,,,. :.,I .: . : -'..*. �-:..-:`,._,- ..: �..- --.:*�.:. .,.,.., . '.. : * N` T IALSITE PLAi� G \ PAR _. t� . SCAL E: 1 20 0 Z • 'y • .. \ 1 1 i' I ICIO \ WI ND D `A6& :' �' ::f. I S FF L�'�� U O K COU TY DEPT. F T. O HEALTH•�.�': .t: LT H II ,: .j 4.. {:. ••:„ y <• .� \ >L :)'' •L:f .. TU RBINE B INE Rev.6/2/2010 SCHD NIA COMMENTS DATED \ 5/18/2010 GRADE LINE ELEVATION 505 FT. RETAINING WALL I' MIN. 2' MAX. BUIL21NO HALL FLOOR DRAINS IN FF EL 54.0 a4.5 0 BIU I LD I NG T/F EL 21.0 TOP OF POOL '15'MAX. p 2�'3�1=T• G D T. BUILDING WALL GRADE LINE ELEVATION + 20A FT. - GRADE 71.0 FT. FF EL 21.0 I' MIN. 2' MAX. SOLID IE. +2-1.47 GLEANOUT RINGS To GRADE IE. +25.5 I' MIN. 2' MAX GRADE PROVIDE TOP OF POOL m TRAFFIC H I/4"/FT.MIN BEARING COVER 1 5 A EAG CAST IRON I/4 /FT. 1/8"/FT. 15.72 FT. TOP OF POOL 5LA55 COVER 1/5"/FT. MIN TOP OF POOL I/8 /FT. SETTLE LEACHING 15.3-7 FT. GRADE 33.5 FT. LEANOVr GRADE 21.0 FT. 5EPTIC 25.14 FT. X CAST IRON COVERS MENT TO GRADE LEACHING in T,4NK POOL IE. +18.39 EXPAN510 TANK IE. +la.l E. +18.47 POOL POOL n �� + BOT OF POOL IE. +18.11 IE. +18.3 BOT OF POOL IE. +18.04 I/4"/FT. MIN ' MI IE. +24.81 15.14 FT. N a, 6.5' S Pt. 2 FT• POT OF POOL - MAX 35 ft. >= 8.3-7 FT. GREASE _ 2�IA. C� GROUND WATER O TRAP I4 ft. 3' MIN INLET iv OUTLET GROUND WATER IE. +28.05 -� - - WASTE WATER PROFILE FOR WINERY "' MIN IE7+2 6.08 + 1/>" m - a45 8 Va°/FT FLOW 51 DIA. W v P -PYrG+e� SYSTEM #2, NO SCALE LINE - _ TRAFFIC ARING LOCKING CAST IRON \ SEPTIC PROFILE FOR WINERY 9 Z FRAME BE K COVER TO&RAVE / SYSTEM #1, NO SCALEPROVIDE Q r MANHOLE COVER INSERTS AT EACH CAST IRON COVER FINISHED 6RADE - z :A TRAFFIiG SEARING .ZOn � � TOP SLAB .:� Z- •. ,. (� 10'_0" TRAFFIC,BEARING LOCKING CAST IRON PRARON AATLwND &HTER SEPTIC TANK - 2000 GALLON MIN N 4•DIA o `°'E'�'"��"T E'°""Gi45T IRO" �'N'S�„GRA>� SEPTIC SYSTEM PIDTG MIEN. ® ® 0 COVER N.T.S. ® ® 0 TRAFFIC BEAw TOP� ;LAB ; 2O• .� x X ® ® TRAFFIC, PROVIDE WATERTIGHT MANHOLE ® ® SLABS COVER INSERTS AT EACH CAST IRONCOVER X CAST IRON COVERS > FIMIrHIM INLET in z XX MIN.4"DIA ® O SM-55 PIPE p W Q PITCHED MIN. A >: INLET ® 3'MIN. Z - SAGKFI Mn,'ERIAL _� � W 0 TO BEG SAND, MIN.4�DIA ;fl n OUTLET AND 10'DIA. N TGHED FLOW MIN 'DIA. J W LINE ;n P -QrTGHED 9 p TRAFFIC T >T PRoRIDE B PROVIDE WATMTI&W MANHOLE Q SL� COVER COVER IN5ERT5 AT EACH CAST IRON MIN.ABOVE BAG�IMATERIAL CAST IRON GONERS (� 6ROUNDWATER TO BSAND, ANDEL `r '8 DIA. :.. 2 z A AL BE BAGKFILL MATERIAL T O b'MIN.PENETRATION GLEAN SAND.AND&RAVEL IN VERSIN STRATA OF SAND AND 6RAVEL •4 ` INLET TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON m MINA °Un'eT N•T•s'• WASTE WATER SYSTEM N.T.S. ,aT FLOW MIN b'DIA. WASTE WATER SYSTEM M KITCHEN LINE rGln otf z. TO SEPTIC,TANK WASTEWATER CALCULATIONS BAGKFILL MATERIAL TO B2 b•MIN.PENETRATION Q `r (n Q• M CLEAN SAND,AND&RAVEL- IN VER61N STRATA r •�- OF SAND AND GRAVEL InMONOLITIHIGit p J C• O Suffolk County Department of Health Services TYPICAL LEACHING POOL DETAIL e• > I, WASTE WATER PROCESSING Approval forConstruction-Other Than Single I''amily N.T.S. LLI -1 Z 3 SEPTIC SYSTEM _ z _ zw = a z u. �38c � uI• � � D WINIE PRODUCTION AREA ReferenceNo._�(Q ' 10 ' U��� Deli Flow Lu. a N U WIMP (WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD Use(e) � _ _ go 0 TOTAL WASTE WATER PROCESSING 395 GPD These plans have been revll'ewed forr general conformance with_Su_ffolk WASTE WATER PROCESSING REQUIREMENTS: County Department of Health Services standan;, relating to water Q I-• � WASTE WATER SYSTEM -395 GPD supply and sewage disposal. Fegardless of emy omissions, GREASE TRAP SANITARY CALCULATIONS N.T.S. inconsistencies or lack of detail, construction is required to le in SEPTIC SYSTEM 1.$ETTLEMENT 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 specifically waived by the Department.This approval I. ALLOWABLE DENSITY 2.L.EACHING POOLS 395 GPD / 1.5 SF/ GPD =263 SF expires 3 years 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) - HYDROGEOLOGICAL ZONE: ZONE IV EFFECTIVE DEPTH (10 FT. DIA. X 9.67 FT. HT.) = 303.6 S.F. jO�) �� ( .•_T _��� TEST HOLE WATER SUPPLY: PUBLIC WATER BY MARK McDONALD .�Unruvtt,l Date �+�V}6yy� NO SCALE GEOSCIENCE PLUS 50% EXPANSION (EXP): 10 FT DIA x 10 FT HT ALLOWABLE DENSITY: 39.78 Acres x 600 GPD. = 23,868 GPD. TEST HOLE DATA(4/6/2010) SOUTHOLD,NEW YORK 111971 OF NEW Y SITE DENSITY CALCULATION GRADE EL:26.8' CL), L srF� oi� WINERY: 1FT. DARK BROWN LOAM OL � o �?y7 DRAINAGE CALCULATIONS: 1. TASTING ROOM (5 GPD/Occupant) 3 FT. BROWN SILT ML g 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 o ,� (DW) A 14,662 SF. X (2112 FT.) X 0.9 =2,111 CU. FT. 3. WINE PRODUCTION (0.04 GPD/SF) BROWN FINE TO COARSE SAND SW G,S� 53 N\�G USE: (4) 8' DIAMETER x 12'HIGH POOL 0.04 GPD X 3,147 SF = 125.9 GPD Rc (4) 8'X 12' STORM DRAIN RING= 2,026 CU. FT. 4. RETAIL (0.03 GPD/SF) 23 FT. 141 CAST IRON COVER USE: (4) 8' DIAMETER SOLID WALL DOMES 0.03 GPD X 565 SF = 16.9 GPD NO WATER ENCOUNTERED T NO: TOPPER OR no Pu* (4) 8' SOLID WALL DOMES = 216 CU.FT. 1109 PROVIDED REQUIRED TOTAL SITE DENSITY FLOW=732.7 GPD 2,242 CU. FT. > 2,111 CU. FT. PROJECT NOT OVER DENSITY DRAWN BY: NS & UT CRUSHING / LOADING AREA SITE DRY WELL AREA X RAINFALL X RUNOFF FACTOR DATA CHECKED BY: II. SANITARY DESIGN NS (DW) "B" 3,545 SF. X (2/12 FT.) X 0.9 =511 CU.FT. SEWAGE DESIGN FLOW: SCTM # 1000-35-01-24 a USE: (2) 8' DIAMETER x 6'HIGH POOL� (2) 8'X 6' STORM DRAIN RING= 507 CU. FT. WINERY: PROPERTY: 825 Route 25 DATE:1. TASTING ROOM 5 GPD + 2.5 GPD/Occupant) Green port, NY 11944 APRIL 14, 2010 R PIS - USE: (2) 8' DIAMETER SOLID WALL DOMES 7.5 GPD X 100 Occupants = 750 GP OWNER: Jemco Real Associates, LLC SCALE: (2) 8' SOLID WALL DOMES= 108 CU. FT. NO SCALE >• PROVIDED REQUIRED 2. OFFICE SPACE (0.06 GPD/SF) PO Box 67 615 CU. FT. > 511 CU. FT. 0.06 GPD X 1,498 SF = 89.9 GPD Greenport, NY 11944 SHEET TITLE: ROOF STRUCTURE 3. WINE PRODUCTION (0.04 GPD/SF) TOTAL RAIN WATER ON ROOF AREA TO BE DIRECTED TO 0.04 GPD X 3,147 SF = 125.9 GPD SITE AREA: 2,627,975 SO. FT. = 60.33 AC. (� UNDERGROUND STORAGE TANKS. RAIN WATER WILL BE USED 4. RETAIL (0.03 GPD/SF) VINEYARD: 895,158 SF = 20.55 AC FOR LANDSCAPE IRRIGATION. LEED CERTIFICATION 0.03 GPD X 565 SF = 16.9 GPD NON PLANTED: 1,732,817= 39.78 AC DETAILS/ 60' "M STORAGE AREA X RAINFALL SEWAGE FLOW = 982.7GPD CALCULATION TANK 3,803 SF. X (2112 FT.) =609 CU. FT. TOTAL SITE SEWAGE FLOW= 982.7 GPD ZONING: R-80 (TK) "C" USE:(2) 8' DIAMETER x 6'HIGH POOL (2) 8'X 6' SOLID WALL RING= 507 CU. FT. III. SANITARY SYSTEM REQUIREMENTS FLOOD: Zone "X" ZONE USE: (2) 8' DIAMETER SOLID WALL DOMES SEPTIC SYSTEM -982.7 GPD SURVEYOR: Peconic Surveyors TYPICAL CLEAN OUT DETAIL (2) 8' SOLID WALL DOMES = 108 CU. FT. 1.SEPTIC TANK (ST): 982.7 GPD x 2 DAY FLOW= 1,965.4 GAL Y PROVIDED REQUIRED 1230 Traveler St. SHEET NO: N.T.S. 615 CU. FT. > fi USE MINIMUM: 2,000 GAL SEPTIC TANK(10 FT DIA x 4 FT LD) SOLIthOld, NY 11971 ROAD ENTRY / CURB CUT AREA 2.GREASE TRAP (GT) DRY WELL AREA X RAINFALL X RUNOFF FACTOR USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE NO.49618 (DW) "D" 1,576 SF. X (2112 FT.) X 0.9=237 CU.FT. 3.LEACHING POOLS ( LP ): 982.711.5 S.F./GPD = 655.1 S.F. DATED:1993 w/ update III "9 USE: (1) 8' DIAMETER x 6'HIGH POOL USE MINIMUM ( 3 -8 FT. DIA. X 10 FT. HT.) OCTOBER 21, 2009 (1) 8'X 6' STORM DRAIN RING = 253 CU. FT. EFFECTIVE DEPTH (3 -8 FT. DIA. X 9.67 FT. HT.) = 725.25 S.F. VINEYARD USE: (1) 8' DIAMETER SOLID WALL DOMES PLUS 50% EXPANSION (EXP): 2 -8 FT DIA x10 FT HT (1) 8' SOLID WALL DOMES= 54 CU. FT. PROVIDED REQUIRED 307 CU. FT. > 237 CU. FT. SUFFOLK COUNTY DEPT. OF HEALTH NOTE: 1) ACTUATION OF THE ELEVATOR SHAFT OR ELEVATOR MACHINE RM. SMOKE DETECTOR SHALL RECALL ELEVATOR, VIA FIRE ALARM PANEL 0 O O 0 a 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) AICTUATE SOLENOID VA. FOR THAT AREA & CHARGE LINE WITH WATER (AFTER 2A HAS OCCURRED) EXIST 6" INCOMING SERVICE 3) ANY -TROUBLE CONDITION SHALL ILLUMINATE APPROPRIATE ZONE ON THE FIRE ALARM CONTROL PANEL ANCH LINE SMOKE' DETECTORS, ALL WIRING, FIRE ALARM INTERFACE, PROGRAMMING, & ELEVATOR CONTROLS Q Q PRINKLER HEADS LOCATED UNDER STAIR SPRINKLER ALARM VALVE. SPRINKLER HEAD LOCATED UNDER STAIR NO ELEVATOR PIT OR SEE DETAIL FOR MORE INFORMATION TO BE PROVIDED AND PERFORMED BY OTHERS ELEVATOR MACHINE ROOM SPRINKLER HEADS LOCATED UNDER MEZZANINE LNEW PENDENT SPRINKLER HEAD aS 6" I 1+4 WINE PRODUC ON AREA CASE STORAGE I —_ E; FROM SYSTEM TO SPRINKLER HEAD IN ELEVATOR SHAFT MEZZANINE MEZZANINE o -- I .,»... ....�.. — o -- .- _ _ .._ 9 N _ _I. 11_ D 14 13 1 21T 212• ' i; (SEE PLAN FOR CONTINUATION) (SEE PLAN FOR CONTINUAI D ZA TION) --� _..•__--__. ....__.._W^=^;_ K> I I H.C. NEW 1" MILWAUKEE BUTTERBALL VA. NEW 1" UNION NEW HUNG CEILING I � g" 21 ' I! 4EW CONCEALED SPRINKLER HEAD - 0 ....:_.. :'. _::.. ....+. O WITH TAMPER SWITCH (MODEL # BBHSCS) sa Cr ICY rs— 4 1+4 1+4 1+4 1+4 1+4 114 1 1+.4.�.c 1+4 FIRST FLOOR EW BRANCH LINE Of ; I FIRST FLOOR © _ _-. -_ _ _ _ __. .1._2._ 1 10 O9 NEW RELIABLE SOLENOID VA. (MODEL #LV2LBX1) I I I I ( (24 VOLT NORMALLY CLOSED) I N I � — — — — �— — — — � ( � (WIRED TO BUILDING FIRE ALARM SYSTEM BY OTHERS) I -NEW PENDENT SPRINKLER HEAD 114 114 114 -1 114 114 +4 1 .O 1+4 ICY ICY ELEVATOR SOLENOID VALVE DETAIL [s)1DEWALL SPRINKLER HEAD — ( I N.T.S. BASEMENT BASEMENT UINDER OVERHEAD DOOR HYDRAULICALLY CALCULATED 04 AREA 3 O 2" 2• 2" 2" 2- 2"XLY2- 2" SECTION DETAIL 1+4 -114 — __ — — 0 — — — — .. — u- - - -- O - - O —_ — J O _ O N.T.S. 2" SPRINKLER RISER UP 10 FIRST TORST FL00 1 DEFLECTOR PER OWNER: SHEET ROCK TO BE APPLIED y TO UNDERSIDE OF WOOD JOISTS. Q� a-6" RPZ BACKFLOW DEVICE (BY OTHERS) Beam— 6" TO SPRINKLER SYSTEM 2 " a-6 RELIABLE MODEL E ALARM VALVE F-1 —® W/ STANDARD TRIM — (D 0­2" MAIN DRAIN (PIPED TO SAFE LOCATION) " TO FIRE DEPT. @-6„ WATER FLOW SWITCH (WIRED BY OTHERS) 4 ® - &-4 CHECK VALVE W/ ABD CONNECTION 4 FDC ©--HYDRAULIC PLACARD TOP BEAM HANGER�� SCALE: NONE SIDEWALL HEAD DETAIL # 0--ELECTRIC BELL (WIRED BY OTHERS) O 03 r'� O O O v N.T.s, 2 0--SPARE HEAD BOX ATR 1 s0 O SWIVEL RING 1 ROOF 3 J. TOP BEAM CLAMP 1 O Tss SPRINKLER e WOOD JOISTS 1 -6" FIRE-ALARM IN S ® 6„ " WEN FIRE DER MAX. 1"-22" k��- - 6 HEAD BOX <to, W HEAD WRENCH ``��'' <9> <@> Z BASEMENT LEVEL SPRINKLER PLAN - BRANCH LINE-:-- SCALE: 1 /8"=1 '—O" LEGEND OBSTRUCTED W PENDENTHEAD DETAIL CONSTRUCTION 6" INCOMING SUPPLY FOR SPRINKLER SYSTEM DESIGN CRITERIA INFORMATION AREA 3 NEW CONCEALED SPRINKLER HEAD TO IBE INSTALLED (BY OTHERS) SYMBOL # of HEADS P❑SITI❑N FINISH PLATE TE MP K-FACTOR NPT IRIFICE SIN MANUFACTURE MODEL 1-DESIGN DENSITY = 0.15 G.P.M./SQ.FT. 0 NEW UPRIGHT SPRINKLER HEAD TO BE INSTALLED O 4 UPRIGHT BRSS N/A 155 5.6 1/2" 1/2" RA1425 RELIABLE F1FR 2-AREA OF APPLICATION = 1500 SQ.FT. NEW PENDENT SPRINKLER HEAD TO BE INSTALLED DECK. (9 28 PENDENT BRSS CAGE 155 5.6 1/2" 1/2" RA1414 RELIABLE F1FR 3-COVERAGE F'ER SPRINKLER = VARIES SQ.FT. ALARM VALVE DETAIL ® 212- 3 PENDENT BRSS CAGE 2.12 5.6 1/2" 1/2" RA1414 RELIABLE F1FR 4-N' OF SPRINKLER CALCULATED = 14 HEADS ® NEW PENDENT SPRINKLER HEAD WITH CAGE TO BE INSTALLED 5-"K" FACTOR = 5.6. ORIFICE SIZE = 1 2" = 1"-12 MAX. d 4 SIDEWALL BRSS CAGE 155 5.6 1!2 1/2 RA1435 RELIABLE F1FR d NEW SIDEWALL SPRINKLER HEAD TO BE. INSTALLED � 6-OCCUPANCY CLASSIFICATION = ORDINARY HAZ. GRP I STEEL BEAM 7-SYSTEM DEMAND = 527 G.P.M. AT 32 PSI. NEW SPRINKLER PIPE TO BE INSTALLED, OR BAR JOIST DUCT AND LAF4e 8-SAFETY FACTOR = 15 PSI — — EXISTING PIPE TO REMAIN 1" 9-HOSE ALLOWANCE = 250 GPM BRANCH PIPING 1" K 1 f' .h 1) 4x2+2"x2+2" FLUSH MOUNT UN-OBSTRUCTED :Aa FIRE DEPT. CONNECTION rrrr --a �-- 2" MIN. UPRIGHT HEAD DETAIL CONSTRUCTION -' LABELED "AUTO SPRK" ,' " :�;5 'r }<...;�: rf r - - EXISTING FIRE HYDRANT—, \NEW ELECTRIC BELL `:'Y ':y;{d• v ��-'•' ' Y . ;" �'•+•'^P ,}. 1.:Y* fr fr r n. a p4>• `l....,s S. '.: k'<.Y.':.',4 '.�.F''•..�: .) i f''.:•j 4:' �. ..:x•'•• i.';.1:,', Y:,,i:'d' 'fiw.. t;.�»`.. fr fr rr ''•l:ttyf'�,a°•t<h�. r-[•�'Y .�.....,.,., 't�:'• r r X.Sc1p,.rai.�, L� po.flnK•.::r..�::.', r ';;¢, .rl� r.� •'y:yr fL}!•l'.t•i,�.)+e •;�:.,...a NEW 4"x212"x2+2" ;'s. y:d; b•� � .r.;. zr i' aS«:, a` .'r':'i s s i^',fir»`� a,fi.g• ;v.. FIRE DEPT. CONN. ��` 4 t6F;'ai .:;:pi s»}' "y :M .-«;: ELBOW (TYP.) O •,, -Y: r i' ~Ytt .. tt.. a;ti.:.. A•a,Se'a••' r ' 1 ' " t; ri:<,,�.:4.;.,....• EXIST CURB BOX VALVE _ '':`'< i° " EXIST 6" INCOMING SERVICE r 'A '�' `r'e 3 MIN. rf rf EXIST UNDERGROUND \ INTO BUILDING `4, 1"x1/2" NPT FEMALE WATERMAIN r }y.'.:,.w'a ::fy-:t:., r.. .., .. at> gy"ti REDUCER ._.....-. _ -....._....�—...�_ tY ti•1a j'.•K :�•S",y::. ,,..Y:.w�`:'.�.'.L'li' ;.'•4-.•tip/«i„4r.•.�:�..�.'PiP�.{:t1rvi.:f. v[r^1:x:i 4"x2+2"x212" "7'4Y. ;;. ,<,<• _ '^a::«:�. SOUND AVENUE *aIM »�>' :3r"',.•' }.f •`":� r.: . F US ar•Ns; �'a..`:..'r .yt::%'::��;.�' *'••-'wf�ir:t >•r ►:• S•+•t :+. .'a`". �<,..t:= .r BRANCH PIPING COVER PLATE ASSEMBLY I rTt'a' W '< .. ar•l..., .�:..'!y7:A.'�$.'L'4,'�„�h�i'i C:a.:�..w�:;. .a•..a,.. PI I G s: :�.•+`o, iL"'y: ,r. . •..�.y"4" •}e a 3:/, e':°'v (:• n't�.'�.,a': GRADE s. GRADE OEM"" t:',.4;: / / / CEILING WATER FLOW TEST: TYPICAL HANGER TYPICAL HANGER STATIC -50 PSI RESIDUAL - 18 PSI NO SCALE NO SCALE CONCEALED HEAD DETAILSCALE: NONE # FLOW - 1922 GPM DATED - 6/16/2011 PLOT PLAN FIRE DEPT CONNECTION DETAIL 1 -- SAMMY Screw Rod 1 -- All Thread Rod -J BY: S.C.W.A 1 -- Ring 1 -- Ring N.T.S. 1 -- Sammy SWG NORTH REVISIONS `a` BSMT + DETAIL "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND 6 30T 2 DESCRIPnON BY APPROVAL SEM VENTRE FIRE PROTECTION, INC . .�N.Y. STATE NOTES: 67 C �' -SPRINKL-ER PLAN UNDER GROUND PIPE SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIORsTEPs WINERY 1. IN ACCORDANCE WITH ARTICLE 145 PARAGRAPH 7209.2 OF THE N.Y. STATE TO APPROVAL OF THE INSTALLATION. _: r' PERMIT NO. EDUCATION LAW, THESE PLANS MAY BE ALTERED ONLY BY A PROFESSIONAL 1221 SUFFOLK AVE. " R► CONTRACT NO. ENGINEER LICENSED IN NEW YORK OR BY AN EMPLOYEE UNDER THE DIRECT - APPROVAL ' � i SUPERVISION OF A PROFESSIONAL. B RENTWO O D' NY 11717 GREENPORT, NY 0.11 ���? 'Y DRAWN BY SEM» „ 2. BEFORE THESE PLANS ARE TO BE REVISED AMIENDED OR ALTERED BY SCALE 1/8 = 1 -0 ANOTHER PROFESSIONAL ENGINEER WRITTEN PERMISSION MUST BE GRANTED DATE 6/21/12 BY LICENSED ENGINEER OF RECORD. 631-231-5173 PAGE 1 OF 2 REVISED SP SEAL PLOTTED O 2 O O O O 0 0 0 0 0 0 .. :.... y I - - i _. _....... i ............ ... . Aft . ■.r.,.rrri�rr — — — — — • w r— is................................... ,; , .. n A IKE ,■■. ....r�....-■..-._.>,....:..■■■.w,■■—■�..... .. ....,..........,� A EEBS>bLA_ U x2 �s EPT. GDNNECTION L.J I ROTATE SPRINKLER HEAD O ELECTRIC BELL OFFICE DEFLECTOR WI H PITCH Or' ROOF. I I �.I..:........11 \`\.Y.... .......11 I I A - — — »:C ... . ..E tt 1t r 2. ■ 2w I 16 2` 15 " 14 ■ 13 + I� F 4 Q--� _.—_ i i i i i i i ---------- Cr„ TZfflFRI ; ` r \ OPEN To ABOVE i WOMEN S tl 127 I Z i pp DI SPRI LER HEAD IN BAR CEILING p p I C I O H.C. MAIN TASTING ROOM 0 ! B TOILET I! +I N B Fj; Fo Q g ■ : s II 1• C1 ■_ Cr 0 11 10 9 O >�y m o C6' L._,.-... _ — k• --,.._.._ g B 2■ Zw 2w 2■ 2w 212-F I w 21O2-F 212T ■ 21O2f w ■ ® O ral V C5 C'`r C . \ / 1" . G O per 2 �..r 2 �.r 2 �.r 2 2 2i L 1 w sec sec 6■ RISER FROM _ Z OFFICE AREA I i BASEMENT LVIL I Cn MAIN MEZZANINE 1 \ / ENTRY Y RINKLER HEADS IN HIGH ROOF (TYPx4) I 1 <� 2 I p 0 c _ T-j HYDRAULICALLY w►� CALCULATEDMAIN Ttj�8� ROOM z TASTING BAR °�'---— - z ICE AREA 1 © � ® 3 2 1 C N SUPPORT AREA ` OPEN TO ABOVE \ ------ I O w 12w w ■ ■I ■ ■ ■ ■ O „ M I / \ H 2 ,I I 212 212.E I EII H,Y RAULICALLY k' o 212'F II CALCULATED in ONCEALED RIINKL�"HUNG (TYP) DROTATE SPRINKLER HEAD CONCEAU=D SPRINKLER HE D C G (TYP) g 11AREA 2 g+1 �O 1 WINE SALES EFLECTOR WITH PITCH OF ROOF. AREA---------...__.._.... _ __ - .. ,.... ......... . ........ ..:. ':: . ... _ ...'r'++:(;..ri+.rrW.�rH .... iYr+ ....rrr,....wrr....r'r.Ww+W::,,.._.....'w"'::....rrrr'--'rrr-._,r"..;... ..;... ...W++i..... ? n. Lill e _ .....; . € II r II � I / I... .. 3.... - NNEC110N D 2w I 14 6 00. �T FLOOR O - u u - 3 ����,� lJ �� �� u2w I SPRINKLER RISER FROM BASEMENT LVL I I ,I PER OWNER: SHEET ROCK TO 3E APPLIED e TO UNCERSICE OF WOOD JOISTS. 0 0 03 0 0 0 0 0 0 0 G O z SECOND FLOOR SPRINKLER PLAN z FIRc.-) T FLOOR SPRINKLER PLAN SCALE: 1 /8 =1 —0 SCALE: 1 /8"=1 '-0" SYMBOL # of HEADS POSITI❑N FINISH PLAT TEMP K—FACT❑R NPT 3RIFICE SIN MANUFACTURE MODEL DESIGN CRITERIA INFORMATION AREA 1 DESIGN CRITERIA INFORMATION AREA 2 O 1 UPRIGHT BRSS N/A 155 1 5.6 1/2" 1/2" RA1425 RELIABLE F1FR SQ.FT. 1—DESIGN DENSITY = 0.10 G.P.M. 5 SYMBOL # OF HEADS P❑SITI❑N FINISH PLAT TEMP K—FACTOR NPT RIFIC 5IN MANUFACTURE MODEL 1—DESIGN DENSITY = 0.1 G.P.M./SQ.FT. 20 PENDENT BRSS WHITE 165 2—AREA OF APPLICATION = 1950 SQ.FT.5.6 1/2" 1/2" RA3415 RELIABLE G5 3—COVERAGE PER SPRINKLER = VARIES SQ.FT. OO 7 UPRIGHT BRSS N/A 155 5.6 1/2" 1/2" RA1425 RELIABLE F1FR 2—AREA OF APPLICATION = UNDER EAST MEZZANINE 3—COVERAGE PER SPRINKLER 4—N' OF SPRINKLER CALCULATED = 16 HEADS 20 PENDENT BRSS N/A 155 5.6 1/2" 1/2" RA1414 RELIABLE F1FR VARIES 4—N' OF SPRINKLER CALCULATED = 12 HEADS 5—"K" FACTOR = 5.6 ORIFICE SIZE = 1 2" 212' 1 9 PENDENT BRSS N/A 212 5.6 1/2" 1/2" RA14.4 RELIABLE F1FR 5—"K" FACTOR = 5.6. ORIFICE SIZE = 1 2" DECK 6—OCCUPANCY CLASSIFICATION = LIGHT HAZARD 6—OCCUPANCY CLASSIFICATION = ORDINARY HAZ. GRP I 7 = 381 G.P.M. AT 43 PSI. 7—SYSTEM DEMAND = 502 G.P.M. AT 41 PSI. —SYSTEM DEMAND �.' ..: ' :.:,::i,: :;.: ..:• :.�;:..:,.,`'.:,:•, ';: ;' • :• •°.,` 8—SAFETY FACTOR 5 PSI 8—SAFETY FACTOR = 6 PSI 'T = 1"-12 MAX 9—HOSE ALLOWANCE = 100 GPM — CEILING TO STEEL BEAM � DUCT lot DEFLECTOR 9—HOSE ALLOWANCE = 250 GPM OR BAR JOIST 48" AND LARGER ? 1" it BRANCH PIPING 1w rr �— 2 MIN. . rr rr rr r LEGEND rr rrr rr!rr UPRIGHT HEAD DETAIL UN—OBSTRUCTED — r ,r rrrrr CONSTRUCTION S I D EWALL HEAD DETAIL SCALE: NONE # NEW CONCEALED SPRINKLER HEAD TO BE INSTALLED r I O NEW UPRIGHT SPRINKLER HEAD TO BE INSTALLED 3" MIN. rr rrr ROOF NEW PENDENT SPRINKLER HEAD TO BE INSTALLED T IELBOW (TYP.) ® NEW PENDENT SPRINKLER HEAD WITH CAGE TO BE INSTALLED d NEW SIDEWALL SPRINKLER HEAD TO BE INSTALILED 1" 1 . '1"x1/2" NPT FEMALE NEW SPRINKLER PIPE TO BE INSTALLED (REDUCER WOOD JOISTS 1 MAX. 2 EXISTING PIPE TO REMAIN "— " BRANCH PIPING (COVER PLATE ASSEMBLY TYPICAL HANGER TYPICAL HANGER NO SCALE NO SCALE 1 -- SAMMY Screw Rod 1 -- All Thread Rod (CEILING 1 -- Ring 1 -- Ring BRANCH LINE 1 -- Sammy SWG CONCEALED HEAD DETAIL,SCALE: NONE # OBSTRUCTED PENDENT HEAD DETAIL CONSTRUCTION REVISIONS 1ST + 2ND FLR "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND 8 30T 2 SUBMI'ITEDCFUR APPROVAL EM VENTRE FIRE PROTECTION, INC . rN.Y. STATE NOTES: UNDER GROUND PIPE SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR 6 7 STEPS WINERY �1. IN ACCORDANCE WITH ARTICLE 145 PARAGRAPH 7209.2 OF THE N.Y. STATE fii�, SPRINKLER PLAN EDUCATION LAW, THESE PLANS MAY BE ALTERED ONLY BY A PROFESSIONAL TO APPROVAL OF THE INSTALLATION. RMIT NO. ENGINEER LICENSED IN NEW YORK OR BY AN EMPLOYEE UNDER THE DIRECT 1221 SUFFOLK AVE. kK m NTRACT N0. • ��, � ROVAL SUPERVISION OF A PROFESSIONAL. BRENTWOOD, NY 11717 GREENPORT, NY �,'�' AWN BY SEM 2. BEFORE THESE PLANS ARE TO BE REVISED, AMENDED OR ALTERED BY CALE 1/8" ANOTHER PROFESSIONAL ENGINEER WRITTEN PERMISSION MUST BE GRANTED y DATE 6/21/12 BY LICENSED ENGINEER OF RECORD. 631-231-5173 PAGE 2 of 2 SEAL TTEREVISED SP — 2 PLOD REVISED:DEC.6,2010 REVISIONS AS PER PLANNING BOARD LETTER DATED 111912010-KRISTYWINSER / REVISED:DEC.22,2010 REVISED:JAN.19,2011-DRAINAGE SWALE 130 35 I / 1 ' I ROAD I SOUND / \ 5 2 26.0 II IIII I / < Z I\ o o \\m \ TOWN OF SOUTf�OLD // Z I �o \ z� \��m / I -, � \illllll I I 2p \o o Q,z \ \ 1 128 .,7 IIIIII y � z No �z pROND mz ��I < 5 gpUN I Z �o u' ro I m \ \ I \ IIIIII I = o z �\ ,��o =' v) I . 3'20„W ._ 1 I \ \\ I IIIIII I v� O _ 3 �- / z z �o �\ m� , _� N2 \ IIIILl ZD �, n �548.67 \\ �\ I II II I II �o� W DEER FENCING \ I IIIIII I N27•47'02, •\ �'� \\ \ \\ lJ III II II \ '� c I I I o°'o W \ 1 m 1111 101 \ / 1STIN U. 0 / Z // INEYAR \ w \ II II III II 111 o _ III I 11 1\ \\ j it 111 II 2I Cd Z / \ BAR \ \ \ I I I I I I Cb ti l Z \ ' 11 a - _ EXISTING LAWN \ � I 1\I 1 1 \ v i 22.0. \ \\ \ 4 O\\\ 1 •Z \ D \ I \\ \\\1 Cn \ O Z / N/O/F 3 1 I -O II I I O N 1 G. KON TOKOSTA o - I EXISTING LAWN II �5 Q r W W 1 1 � I IPW .08 N30� I / I 120„ \ \ \\\1 1 z INEYAR \ \`,\ N LONG N \ • - - \ \ - - � \ \\\ \ oo� .o �\ owe ISLAND gow PA GRAVELS - '/ \ \ SOUND ACH i INAGNEWA� _ DG — - ' \\\ \ \ �� y O IT W-POI NPR _ER ————— \ Ile % I I NOTE:FUTURE BEACH ACCESS O / — DRNEWAY I —— A SITE T 1 o c \\\ ENEpCN CEss LlUGATION TO BE DETERMINED I N FIELD. DEC AND TRUSTEES z _ EMP�N-FRE AR FOR to —— —GRAVEL —— >_AGENCY_VEHI ACCESNOTE: $sYSTeMY \ U�VN I APPROVAL REQUIRED NO STUCTURES OR SIGNS WITH 75' — — E CK DA I \\ T \ I y Q• g OF NY STATE ROUTE 2:5 EXCEPT AS ^ —— —_-_� r24 � I TERRACE 1 SHOWN ON APPROVED)SITE PLAN — �� P+4C€ 2 TALO - I +s000PM _ _ m `I 1 C J Y r`�, EXCEPT AGRICULTURML FENCING -— \ AL THI Sf -OFD EWA - E ° GATE �� moE�wed RUSHING PAD II � 0 AROUrD _—� e - —0 -AS ERWATER \ I 1 \ `' W J• R" Z MAIN EN / 0 Ur xtsT= 1 1 w 1 a ru Z U. EXIT INEYARD w 1 1 � Uj w e ( \\ \\ 1 III 1 row a in 0 � w \ I II I � W, Nv � 1 1 \ I I I Q H ' ` OVERFLOW OVERFLOW \ -- 10�3 0 \\ I PARKING PARKING \ / I i CO 0) �q ` _4 GRAVEL e e � 300 M71N. 60 SPACES w "�� e / ") • \ I — — —� 120'H TURBINE DEER +— \ ' EXISTING LAWN ��' ��� RPZ w I� ` Olt, 3.5INC-I I 10 T SOUTHOLD IN / 30 - , / I / ��P� ) �.STFe� �r I5I I S30•16'30 10 PECONIC LANDING A - _ - - c, F / / I/IIII - 7� N/0/ DEER FENCING '�- / / a 0179cn 12.5 ►� =; `III W 00 1\ PROJECT O: 0911 SITE DATA . 982.8T25 _ S21'34'40"E 410.00' 35 111 \ m i DRAWN BY: NS LOCATION MAP S21'05'30"E 30 302� \� 1 SCTM # 1000-35-01-24 NOTE: CHECKED BY:NS o ////.// ALL EXISTING TREES REMOVED FROM PROPERTY: 825 Route 25 ��j j//�<j ANY AREA WHERE IMPROVEMENTS ARE / , // , PROPOSEID SHALL BE RELOCATED N 0 F PECONI C LANDING AT SOUTHOLD INC. Greenport, NY 11944 �N ETa�E G� /;%/ WITHIN THIE NATURAL BUFFER AREA DATE: APRIL 14, 2010 / OWNER MESERVE( S THE RIGHT TO LOCATE OWNER: Jemco Realty Associates, LLC AGRICULTNRAL FENCING WITHIN THE NATURAL f,�',\ MaNsr. r2s // : BUFFER IN THE FUTURE AS PO BOX 67 j%��,�� / REQUIRED) � �}4J SCALE: Green port, NY 11944 /%% /�i�� _ P /� / -. , F'•1 uI r�lovrrr er,>� c"r't^O�v 1 100 -0 TOTAL % '6NG;15 j T ::�,iThrT-; �'}S }1i SITE AREA: 2,6279975 SQ. FT. = 60.33 AC. „snuND/ I„ry 2gq(C)AC1_ri01,EDG. ..,Ti{ATTt:...CO'rorTiON5 OF M,I' P� SHEET TITLE: �� /!;/ �j qr� +.L S r rU":I7I P.�I THE -SL.LU rr0N OF APPROVAL.D.aTr ARF ACCEPTED.(SE£CONbtZ1oNS ON RfiSOLtfi10°t� %, /�� OVEMIALL SITEP LAN! � � VINEYARD: 895,158 SF - 20.55 AC //���, / rL 5E FT,J'ivTNAMI: , SCALE 1 = 100 OVERALL NON PLANTED: 1 732 817- 39.78 AC � s " �, /� " - � , 2 �i i "` -�E— SITE PLAN ' ' TfrLL DATE', ZONING: R-80 ` I I NEW GRAVEL DRIVEWAY AUTHCRIZEDSIiiAIA PE (w/GROWPU & / /. SNALE VRI1/EY1A`f�+ �� Z /� 5YVALE PITGHJB7 TO aWALE FLOOD. Zone X � / //" , :;cam OM OF SCALE WITH TOPSOIL AND APPftOV13DBY ZONE , ,j PLANTED WITH WILD FLOWERS AND NATIVE %.y��Vr1j1ClSO ''F,O�LDPLANNINGBOARD SURVEYOR: Peconic Surveyors !';//, ///// � ` \ VV t"�1 1230 Traveler St. '�!>�% �� � //j. AUI"110R1ZcD SIGNATUKE //i o �/ _ DRAINAGE 5WALE AT EDGE OF NEW y Southold, NY 11971 �;,,-;'� DRIVEWAY PITGH>=D TO LOW POINT ON NOTE:The approved site development,plan shall be vaUcl for SHEET NO.: / �/ a pariod of three(3)years from the date of approval as per LICENCE N0. 49618 � /:., code s�etiOn lflfl-255. DATED:1993 wl u date , , 15 OCTOBER 21 2009 `� II " VINEYARD NEW DRIVEWAY SECTION T LOCATION 15 G 24" DAMS PROVIDE 6 HIGH GRAVEL 18' - 24" WIDE ABOVE BOTTOM OF SCALE, DOWN TO WELL DRAINED TOWN OF S O U T H O L D 501E SITE PLAN APPROVAL �— 25 26 7 �8 -` -- REVISED: 2\�Y` ,"', 301 Dec 3, 2010 k "" `� I \ 1 'a,,.. :; :: ''.*-'.'�:':'�•:..-"'�>: :;' :>t::� Dec 22, 2010 \ % '::.}.; ::' ; .z'y-^" ":. ; :::_" JAN. 19, 2011 t. - :w:,,�: ;�,.:.r :.:. ,:.\ PARKING CALCULATIONS �.{: `;. 1 '..'•t't` !V V:~ w`ry 1 \ _ BASEMENT S ENT FLOOR : ::f-: ' ARE r.:�= 4 33 F •}: n �}- 9S 1 N G �::: w%.w :: � 1 FIRS T FLO OR OOR AREA: '1�� .. r llo-+ :1'"' rt�,- \ th f• �Y• VI .�• �:;�� CO FL OOR AREA: N �4R 8. .:III: tr. t r .:. •r _ W'i::'�• w. EST MEZZANINE: t ,.: 2•':` 8 3 SF y. l. .•r 'a. Y ,' 1'' ,t J ,• 1 ^,^ EAS T MEZZANINE : _ 8 F �s�•• 98 S r S.a 'J••, �1 �'l. 4 >. •.:`.: ,: T 111.% !! T`:' •:ti•. K p •'1• G:S . •,�•� t:. T TAL 4 8 1 F 't ��;�• 9 S \ ::'- %r• 'i: (. :• ra l.r :,�. P ARKIN E�: `•r�• �� G REQUIRED:; U 1 SPACE \ �� '.� S C 20 F 1 Q / OS • • 'hr' •5 ::M'L r,i •,.' - :•a _ , i• .•S 1 .tom i.•,.• •:{' nn :;• •.7r 'e' '••o••}•yam r\' F__ F3/ (� PARK ING KIN PR�.;<�� G PROVIDED 4 T�� SPACES ., 1' ,r t. ,: I :., .r� • - •t','` _ q.. ,.• � 1 •Sw 7' :r• I _ :;�:. •� ••t. ••a'. :.i I OVERFLOW f� "., O FL W PA RKING ARKIN�:::�- G 350 F P_ .,:�' S /S ACE 'I. _ t a } th / :�V G A 1�'• I !F i w ,� •S i' 1 a: ,-' RAVEL'•`����•• _. G AREA 3s SPACES I C S ,: t ,:. (:. LAWN N AREA A P`;.: �`\':� s0 S ACE .r J" •I'y 4 t :, :art•: R ;>"7\ 1 :f' 9s SPACES S ��.. 11 .: . _•ar ';.-** — ' . .. I. - . . * .. . . . .J 't• :C�( :V• . :. •'1' rr.'\i tj' 1 ., ► t .j t: •i r . ..N. .A' —,-... . ... . i I 1 7'• / .. .'-* — . I -..�- ..' - ... ...1. . •SL''• *— -`'' ' ' ** 4 �- .' �'- . r,- ., tt': - . :uw.:' "�:-' X I - . - 1y ` :: :ST o ----I,- � ,....— - t is ....- .' . :. •.y .... , . . ;' -­. .. " � l: .' . .. . . -�-- .. � � — ' sty, \ I I I a:F ':'ti w,= . 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E I \ • -) .• --------- ' - - - X - D -27-------- ------------ — �� g � Z % Ac w E I \ - \ \ X\ -�,:r W "' & m O % \ -.. W 11 �-E _� E I \ i\ .,�� .t.. ` CONCRETE RETAINII� O Q z I \ ' �� _ W -�E -� I \ I \ _ :•a WALL WITH 42" H RAILING - -1 V I \ 'F �179 �' ; w --EW_�� E "�— I \ I \ \ z li) z i \ �s A . W -�E -� \ ! \ : .� n O V IL I \\ r \ -- < '_--'-_i'__ Q O � , PROJECT NO: •,R:, •� -- I \ 0911 I \ \,- 1 \ _ - x U W PUMPSTER I 2 \\ DRAWN BY: .:." _.: .." D - - - - — QENGtosuRe - - - - - - - - _ \ UT I OVEREL W PARKING -- • \ I 60 SI�ACES `'� \\-,' !` ---------- ----26 -- - - ---- -- 26-- \`y-\ \\ CHECKED BY: NS 1 LAWN AREA -.: ,�' _ - - - CONCRETE - -- ---� \ I 1 . ' i 5URFAGIN6 ` \ \ �''2-0'(b `\ :+ a DATE: .`� Y` . 6` w v .' i�' (N-6 I \ \\ APRI L 14, 2010 \ :x? t :::• SCALE: ' ';� ",, ', I \ SHEET TITLE: .:,. :h' SITE : ` ::i� j<: >r \ S „� % . °.s ,., I .. •. Z GRADING \ :�''' : : \ ', µ.. I OI r� y" .� .n• �J{'�IIr. \ ��'r Z. �'. �;� P DRAINAGE \ t . P _. I� E ,> •t U': r LAY _ & OUT \ �a -'t. •.R.•' Yr -tr a \ P G�� D\ :I IT l w '!:` \ s u PLAN 1-1 :f�k1_r__'G}.f�.•r ECG jF: 2 .�',:• oM'.....'-*..*. � �•E5.f:,' EO+. 'i`/-F�•2•'.a•..I' . ' ray ©�,� \ Tp�^.,-yam •< ' \ I ...... .:, .. , .. '� om, 4 ,' •s' I _ W t r' % '_ 'i:.,�:: `•:. y' - :'� — — — i DA \ • SHEET NO.: `mil.•�•:'`• -�� i •l�Js�'�• `' ♦\./ �A�• •'r •-- �� � JIInIII .{.�s _ _ •,t:•' ,fi(�r, - '�• :.�,�at \ ~ \ :; aXra \ Atf� '6 :, -* NV ;. .:y : , PA TI L SI L1. :Q N'•`• tt \ �r \ n yy� '°` • • ;;,=. .• '. •SPACE:' \ \ i4GE5 . SCALE. 1 20 0 I '; \ . t :�fZ4`V4: REA. . ! !1 1 _ 'j 1 l02 2 1 77—::: � TOWN S �'�H LD WIND °' �_ O O OU O 'Q�j =2 WI I \ `, `� :; A, ='a. :.'' :,' r. ;.: SITE PLAN APPI� VAL .� \ `. .,. . R B INE •', TU 2s 27 r RESUBMITTAL �,Y:�._�';�' �.:*"�fit-rJAN ; ,:..:•_ti` Hedge: Red Twlg Dogwood (NO REVISIONS) :=j4 k�-�s' 1r"`,r -!+'' •e a.i � •u•>ti^rq>=ia:L;�••- ✓i? '4,.L: i� _ tir•�--�: tu'`:l`j-.r. _• -,'+:...:...l�y..p-s_ •"' r:V'� r- t. �{, .�+F,t� �,> 2'-t-% +�-'_'A..+�',_a..!.- . t:ti t.-+r. yt:'ai 'iC-•. - "•'t t:•%<: • tsar_ !.n 7t. -< ;�i!- Y-`: • -e„t,1?- ,.. r n {•.� i a •ice-��•-- y„t�'-lr'��:i�i-Yr �'-+a'�C• �: C �• '-►j `►._t•'. ,ii_ z't-4 _R..� z�.`,.r z= s.r`t - :}_•- ':: + _ �=. a-a}�-►__�; ..� �� :... ;.-j " -.,,._.• a:;. �-•,;. � }. .;,�; >�.{ • ,= ' LEED CERIFICATION STANDARDS G _ sC' r �,n y S_, s. ''i- •[= cy�}e' r�� --+ ,r. r Yr :ems L f z. is �'.:ii. 'rt' j'+`'..e r• !`Y.-:> ::'•a is •tao Y- •.��•. .tat. ..i- : v1 a•e C''�.�:t•t;•"S= 3a- -•a— 2 . •:�`.•. .It'. 2 sue.. .--__ = '.�i`� '€=C-s..! <_t:zrZ) c•'_- :.r'S•'•• . •rz ati Via- 3+J c. _' :t. a� _ sr'< '=,.Cl + 'w:. =i=+7_.,..t.5:':+i'�T:.a,.,-=.t...S< •.zt1,;Af ,�,. - s K.,t-�A=-s K. _r ,, % Water Efficient Landscaping: No Potable Use or ...NEYAR� :\• - ��wti •#+t i�:t}-:,..,j?�a•r?r•.- a i• co: E.r►� 'a�c, r, <L :rt;,.+V.t:• �,�>�tis•_ d•i\3•-ttf �`,+J. tom:+. _ I Point) -.`- .t,.,. •z•'t••: 3; .•l t'r _ -�e:.11•.•�t,4:�j:a•:'�;,-:!.,: --,-•r}>a Mom:,-, ��c--.,'-•:+,'!.r �,?Ir�-fc�. r, c •'U=3• . `" ;` ?' •r':'" Use on ca turgid recycled site water to -a' ••:.-'•:- "`'r••" .s :� •i: j,.•.+_�>:{..;yi'4 ',j s- C•ix. a��t�Vu>'•- -I;i x :ram =�• ��r-w .�„>ti•�;k #,. rain or recllc e w ',>•' �� - ,, a� .?: is`•�, •' +n iai 1a"� :}. :ri�P `�+-i-,>i:-i y p 7 •=- "••: 4RAVP.#�`:.s �}�x(��� '•�-> '<. :::�`:�:x,'Y =� «'r' ti_ .•�•�s;-. .,-�%' x eliminate all potable .R• -• •a.' Y., '.T•.9, i- •:>'Wit-- ;. , .--fit;. water use o •i -- ,•: ., :a' ? i_•••• - ~, ayl .r yirY;.-�.r• `4yr•'•.'=-ti.;,_'•'�•.+`•.:- , *' i•'� -�.:�;,;,r'rt••`', .,-..---�-• POLE LIGHTS 'iOW p for site Irrigation Y _ , ,� ;�' -c ''_" - Y, yt- t•\S _ ( w rin to establish .�' ••.,�.-. �,;,.: a�t -.y-' „C-• i�•i: ,,;.+a-t• G �. +.:•- (except for Initial ate plants). r; _ _ .�.: .. _ =�,r S;r`,,a_•;,;.<•a"~ �:-:r: �.:. -! � _ r:: '�'��' "s� BE6A 8141 MH p 9 •.'a.... =•� +fit. :• _:a: *::•. t.- .,.. .�i,��W-�__ _ �y, ts' t. •\.- •��:•' .s ♦i�.%z.'•Y' .psis •^S'-i..:�>'.: ;iez _:)�` '+t>_ '.+i .•s ks• *y :CJ �SaWit-az-�' + :s .-i•' .7• .z' `-. _ >r -r:!!��•r- �,r a ~- —:, J.r-a �-a. .• •�!T_, S.�":•..r;•.TY:_• t+�a'•t- ;- �.r= >' _"+: s r'>==r- _, =s3: .:>"a`�=- ;;`;'' t �--• =s ,.r .- DUSK TILL 10 PM, TYPICAL �' ' �- , . .+_•- _-i r. - :, . '; I to determine +i• _ _ .a „� �, „�,.,; ;,-, ;a,�_ >� .. Perform asoil/climate analys s.', +.. :.: r _air_ �ra -•a �.^ t�Y 3.�,,: �� �;= :t. ':.;' `� -,�.;:vitr_. ',z,,. -.�•., r:=-• r{ �=t'- •i,: V : �.�.�- ,:.�. appropriate landscape types and deli n the S� S•' i i,• r .S• t t Tm� •a v's• .�Yhi _ x� =;a J•. landsca a with indt enous la g •.' x nts to reduce or _ ': a_ _ �i ir:-_ g P ', :�. = eliminate Irrigation _ =t' .: � ;•- �• # . �. requirements. consider usin _ �a9 . .Yon.• tea= t• i '•t��� • + f.•. _ _ _ •,�. •=� ,-- stormwater r ;- and/or re Ovate- .=� •:: •-<• / r for irrigation.- 'r. a' `,,• .t. :C-. y •i..w• ••Q:� tea.ti J 7�.- ,- '�- %;- -. v :,. -s 'Ya'1 'ti '%"_•--_ �_.. s •'}•: 'at r- { •Kt is'L• Y-, t _ ter~ Y-, �. _ •s- >•• •;:•r. r.� -i' - raw .•�, ��� �- > ` ^.' J it 1_ r r •a '-L-.. <, PLANT LIS T a ants.a- Z_ i'�'L ,�/��"�:'a1 '•:. ',• , :�t _•�'-. .�~ jK. t :r= -a:��• %t_ tr_- EXISTING s' :, -=.,. •its S a c. r-. " �._ i •i'`iy `Yy� - `ir !.J'.t• �i > > 1 t r r• - c t }i•-:.ice•+"`..,._ r+ ♦L ♦ +a r .r=•=. - LAWN ✓� >:- Deciduous •'s� '� ..- 'i-; •, �-- >�;. t .t a us Trees _ r+ •. i - \wt r<- TURF z (NO •e ::t' - -.+•f: •.Tr u•' 'mot r :i _ �._ =J.e•� •�+• .--� >s -s { 'ti River Birch,_ ':" �...-J. ,a•v it h BetUla nl ra _=. - % t. at•=' .'Y• f 1. i- rr �`:l A = E4�` y :r�•- r \' r•J� t_ I -s r•' r- -.!: �'. =Y•r 'at- _w.w .r' :tit:.• �•• .:+.• _ _ 'i• •Y _ s.=`::. r�• w.• -t Eastern Redbud Gerclis canade sls :• +.•X• ?,..?a-.-s••R.'Z- :.. _ _C-` .Z+':.t,-..1t'-+>=•'•. ,±•- r :i��'„'J••!.a:.• -._•• ct _:r+ s-ic.. ti r•-. '�-L•"J' :o -4= -`� .> S•• y. -Y:- .� _ - _ Ito .h= Wh Ash Fraxl us n am+erlca a 1- .'t•( •a• n..r- _to _ `l• i'K u• s= �:r -a =•t __ rr _ c '�•- Green';' -t Ash F axl us e s�' .i�-� ems. 'S iya[K' �/ • t!.• r n nns Ivanic a >= t J{:S •.cam •i::- .S•^ yy f- r _ S _ }�•�• "> 4,• :•w t �/ Flowerin Do wood Gor us Li.- n f Iorida p :e! •• , r i• •yi-S J 9 L i •'s 1 iti' Ts T - l. - L'r=• Y a1 -7. _ :t -Via•''! 'n'O ti t A:. _ -i�v +s i•�4_ �J a Y_ r 'i✓' t t r.f _ ,t- O M i r' . O' a. t ;• < •-- Evergreenree 1,- �..-- Trees T•, J -S' ,— v�. •a r• -L:ti. •< L .„!_r_.-ate •••J. `nt't• s -•St''•q:' -t,° y .. :• > _ :•r- J -�.- Easter`{' ►-- n Arborvitae u�` •.. •a 1'h a occide s:i:• -., . • i�Y ry :. r r-..r. s i •f• r �Y r--. fi c�t . w- _ :•:• K LE I6HT5.•.. L "iOW i:� r •i , ";• •: •. r� �,; �_-\•:Y ;4,� „t< -,. ,.-•� :�- .t a:• a..;z�•s:?•�- ~�-�°',a .�. Western Arborvitae Tlhu a Ilcata a .r} t`� _ •<•--.. American Holly, lox o ac�.1 .a t,ar. =-!_ t _ . G `, '- -�'$=�.`� = '"'::- :;R;<4�G1; ;`,a�W;:: _, '•��"•¢�'�,zt��_.�` -��,' a :,;_=��• DUSK TILL 10 PM, TYPICAL •_1- :; ='i-'• J••-• ..'r': ->.'.m_ �.:Z:'•' j' s +•�S•:'C>. �r;e a `ii•,.}tis••'t•:t Eastern Red Cedar, Junl erus it I -:� _ ~�.• _ •:i ..,.,;.: _.�:=: ' � �_�r _�?.N:--•- : • ~4C+r.,$J -. c - -• Wit:- p v gnlana • -_` .�,, l ->:?N %ar3a�?�t: .�:.. .,••. .=r, �Yr-y .;+Y}. ! +a: .tr: t W _ it-'; .'-.*• :. =*t '� . +?.. W. r. -, :?h,e}a- White rUGe, PIG9a IitUGa >: '\.~ '•r,- �>:.�J�:r.i'i=^��ll� �5r .:+�•Yr .�•�,,: �t:�azV _-y�'1 `:.f•S•�:'�s� ',,;�-2�•. .>. y g •, ..:- :+ .•=..a. zy. f - ••slit-:• -ryJ�s': 'tit - ._.\• '• �,.>} •;i �t+r'� ;�' .=r•. .!. •at,�ati•i i z.-e % •:_?•`� r Y.'-� .�..�,ti�:�:' Colorado Spruce, Pieela pungens - Z ._,. _ :Y etr '•'4. ct-' ..3• .• t•:ts.r + "lid F ,;�•+,. ,! + . •'r= =se a..t.. rs _c' .:t=..\ . u }:C- _ >:• x'ta • A •^i.t Y•'•ti t•: _ k y,s:S.�Ti`�.J' .•s'•• .y�S':_C•�::;,t t�=, •s.-- .:r �s sr. .� s.". ,•'t.,cs,,, ��} 4>- Deciduous Shrubs — ��GH I N `.>. _{- i- -z _r_•"t-W, �IS,­­­ r+tr�>�•. .=t +r,�i a•�j`L+�+ S: +.�.5'•%(s1:4�.-;f. i J Z SIC .{ �.s'y: ,v !�_ . •+_•! •+.. i i•1!..-_ t. {. >.•.r 4� •T'.- {- ' z• %r; •t= w ,,i=R: - .?�.�t;'c• ar. r-` , :'! '. ;a: t• "4v-' - .f— Shade Trees •.�: .. %., ;-,- 'Ma �•K `'_}^:'`�=" :.;';,;.:V -_1 &roan Ash Red Twig Dogwood, Gnrnus serfcea rV%- ,r4rt ,. ;-ti' .?fr, .Srcr:,::>_ti •_-t Oakleaf hydrangea, .;:::' f;�,, 4.,---:. •-_� ti�� iN_ �� .,4 Y Y` � Hydrangea querclPolla = ,t _ -.-= .%- =�' Y .�- r"- s r"��.'.- a Bush Cinquefoil, Potonkilla fruticosa ,,•.'--- 'S• ra•'' >.•M i.Ylh'.yr ..••T 2..�i!.•r-A••-�-;:_r.d•::-�-�•i •'.'>~ J�}-.-J•- .^ u '-K{� ` • :.+-Y iir'a ..?,• .:; +.., "`i `• .. a.rti :'ti c r?S:r <K h Plum Prunus ,'_. -' _�.y s,;+ .r•. i-.+•r=_- r t Z •?_-'.' -to -sY 1 _ :s .,�.+ ti ,s:'i-„;:tom-�:•>>_ti �� ,k�. -'--i s" Beach marrltima _ `� y 'i'- Bayberry, M rlca ens Ivanlca .. .r^_ s- +: --`�Y'•-• at ,.. �i�t}f= - aar:=<Xw try .a' `.. •+%S.r._.._:=;4, i,'• t. _--.s✓au..`r,i.- S. ! �3�_ -Cttf-� __. -E J a•�.•� •�. y •7• y p _ < `ice¢'a..4 Jyti`- �•'•.'taa�!• F e.�'- �,• r.r •..•,1-� %: �- ,r..�• s...r :>'•. t t.1- „- •>' zi rs.- r, a 1•�a. trZ�:,. 11, fir.-= `.,>, -., ,=.tom .tr ,-.-.0 J,•_ i� `�,; ;- �` ,.,;•• ' _zz _ •%_. „%, Lowbush Blueberry, Va+ccinlum pallldum rt-, :, psi _ .fp •� • Hlghbush Blueberry, Va+cGin►um corymbosum ' :•�•7.r�a��r,ea�/�'!,.' ^:�•i��>:ti _ 4 `;�'�.•�,'t= :-a=^''- $�� PATH L 16HT5 SOW M A • • • iU A s i! �, +� ••`'.f^^,`•_- .r•:I�� .�.j:- .�-scM�<: �� -_' r K'4 rer-'-'z. ' 'i` � g '' Ci -.7- :�- s`=' i =� < BE6A 8852 W►tchhazel, Hamamelfs wir Inlana f•-- •^�: f A '6t a 2�Fi �• ('•-+4Ji = .A =`;: �'.' s ter!' rc ems'>.ws*r';'a:��:'; .+•°y kr >, -: :'%iigr'•+s�` - �. .' .y� ON AS REQUIRED T.: • �,, �t� ��== "..,.:•, .,fir,; a� r r� ,t ,_,��`- ; �: c t:K,_• w,� ::?Ili ;�,y:�M - E_ vergreen 5hrubs� fl $ i _ . t..a -;>� j..,s,+° ^•.':z+:{:• N tF•• -<�'t=•�.i �:t'+y?' r -'rttZ,r-tx2.�•',�" �.�`yb.,. ~''t•/"�e-Y- •• Kt •+:!�'�- S',.x r•as 4': •�..�K`�a+.� %r•'t-'"t izr~->=s '�[ yti.. "t'a :a >:. '!'a'•- 3?`:s. []C::,2�� .�' :. .;. a :. -' r_ z�_ _ Inkberr Ilex labs .,• _ tf•w-••t;tj,h cts".'• :�ua'�t :c-V s�>- .:Ae-,,...-:Y.+\.••i?` '•r-• -i�' „:- .---. - y g w {� -.zt•' •. ,' ~t.;•it.a? ..j: .�'G. _ :ti•.'.- :'4:+ti-c- .y.;r+ ..r+••�X.'-+` •`�• •q�• .. _ _.�. t'= Planting Bed= r i./ '. I�3 r,-__ - Mountain Laurel Kalmlca latlfolla ( B � B . '_" 0 `- ..'�,`�. _ E E Deciduous Shrubs C + A t Evergreen Shrubs Native Ornamental) Grasses ;; Small Tree, • ,. brasses :r 'c.: .;I Perennials Broom Sedge, Andre o on vlr Inlcus a e tr a ,%-- Eastern Redbud w : 01 Iss- i ',:.. 9 P 9 9 /� `.• , '' Small Tree: Virg►n1a Wild Rye, Elymws vlrginlcus li/ J,. r.': Purple Love brass, Erta rost►s s ectabflls * `.r LAWN :_' �: Eastern Redbud P 9 P switch anir s EXISTING P bra s, Painicum vir atum ,: g O +" - Planting Bed: . ' LAWN �' Little Bluestem, Schiza:ch rium sco orlum KWAY I y P `` =:n; WAL L c5H1'S 50W (NON TURF) PATM J: IN,. Deciduous shrubs _`? _ a B)=6A,D85: Evergreen Shrubs }' :: BE6A 2173 Yellow Indian brass, Sorghastrum nutans �� �� u n �� ._ - ONQl11RET? :: brasses r' �:'' ON As REQUIRED Z 51 f� I GHT5, LL MOUNTED NALL MOON P NALLMPUI � '� ,- �,. ~_.= Perennials ;; Turf Grass Lawn) W 2 7YV GF, BE6A q , RAMP L , STEP , F GHTS, _- a -- _ I , _ .~ ._. '; Hedge: Red Twig Dogwood I'll �, / Drought Tough Turf Gads seeded Lawn W 18 , 30010K _ - ` GF, BE6A 2320P, qW GF, BE6A 2g15P 350W, BE6A 'i �` , ' "� �:,": Y. Non IrrigatedY. ,Non FertAllzed A =I 15 3/4", B = 410 LaHn = 1,250 ------ - �'' : .. - ------------ ---------- - 525 OOK I , 3000K ,. _ I ;:~ .,, ' Large brasses Existing Lawn (Non Turf) % 5/4° - , B = 8 G = 4° = 1T", B = 5", G = 4" A = 10", B = 4", G = " '^-- -i`, - 'F'" .; r {` g Non Irrigated, Non Fertlllized Large brasses -.�. �,; .\ I ~` a., . 1.;_ Planting Bed: r. 11 ','. .. ,' ,�, 1 _ I `= Deciduous Shrubs ` . Planting Bed: I - I % 1 I :�.i•• _, Evergreen Shrubs �'�•.�`._. .. (Deer Resistant) # �\` �, .-- ,r,,\ .• �•%; . . . Deciduous Shrubs Y brasses `:::.,. :' 1 - r -- --N - -- -------------------------- --- Evergreen Shrubs .� ` J , : :. -_ brasses Perennials 'x. • ; 4=.:`.. LAWN �- BE&A. STEP L2915P qW, ,:I' >.- ' I ON As REQUIRED t.,i_ art .t'•.•... • A • • ]-----g©� LN T ..` PATH L16HT5,SOW, PATH L*HTs SO 1 I. •` BE6A 8852 I E BE6A LAAN u $* "= � .-,�`:-• ON AS REQUIRED E s j z-e ON AS REQUIRED 0� 0 C w . * s 11 11_• - �- STEP LIGHTS, qW, e = ''_,= Y BE6A 241SP Q � ti' '... ON As REQUIRED M v 11E co PAST "1= LNG L I GHT5, NG A�REA< - GADE INA�LL -'�" . 11 ' Planting Bed: '' t'`' Planting Bed: -'� �' c o BE6A 8852 Sow, BE&A 173, POLE LIGHT L I C�HTS ` Deciduous Shrubs '` �; :>'"a i (Deer Resistant) o Y , Declduous Shrubs LU J• 0 } :- Evergreen Shrubs z � a q50 LUME 550 L OOK &A 8141 MH, BE&A 6610. 558 - 6rasses '"':' .` Ever Teen shrubs _ _ = 4 �~:. " .;�_ brasses = L� U � W to o 3, B I s G 6,600 LUMENS I,g00 'r =" B - I. G - .L t Perennials w ="}.i A = - , G = 21 = 6, G = 6, D = a :i :.. aN0a4 12' HIGH :" :r .'t'- W. N 0 •► ;~ : _� GONG. c=i �+ �� -;'_•ti.` = �9e s� 51-AB -1 Large brasses Q F-, U co S 1� ..�� �� , ��� '�' Small Tree: V I N EY tD j-z-�" . = Eastern Redbud '� • CO Co• _� -;t CR1fHING1 �— Small Tree: —_ ( , ��- D LOADING AREA Eastern Rodbud �� ( I t �OF NE(N _ �� �� '• :i• L B , Hedge: Red Twig Dogwood yGtQ =�- ' ��. _�' �__ I I " ;` :� WALL MOUNTED RAMP + -_ ' �� ��- I ' .= LIGHTS, 18K + - ` r _ _ RTIAL SITE LANDSCAPE LIGHTING PL I ! I _ .y' ON AS REQUIRED i EXISTING ' 79 - �� �- "• LAWN /� `�°CS O ED G �� t� �� I t B r_ s SCALE. 1 — 20 -0 I :- \��= (NON TURF) _ I + PROJE T NO: I I '�?+ =a• ;t' I I DRAWN BY: ` 'L: :X i UT I I s* ' ;- '~'.�;. ... I Hedge: Red Twig Dogwood CHECKED BY: { DATE: APRIL 14, 2010 I I .+. _ •<;. ,. ate -;Y : _ _ a: _ �C l��'>t•-" • . :,. E OW PARKING -• _ t. _ = _ _ SCALE: LAWN (NON TURF - t ., -: :1 •t: ; : _ :_, - ,-- I ' •'`' " . SHEET TITLE: _ SITE '- - ':t , , - ,: =13RAVf`IL�AREA'.'.'- - ~>= t,' ," . APPROVED BY :. -- v :: �,` . & LIGHTING r=;'' :� 6t y ., PLANNING 00AIf�D I i "t:-- � - . -*1 . `» ��t� I,,:'LMV .. PLAN I :.�.::::= :;_.,' .- �:j; -=, IC = . �=�� TOWN OF SOUTt�IOLD .• ?. _ > ._ {•• cry '". .t'' :. ' c: �r'•.t•`+ .*- Lti- `aaY• t`: .t•- t•r' <`' '1'=�. r ': DATE 1, //I I NOTE: ALL TREES IN THE OVERFLOW ~z •.1=Y . -' 3' . SHEET NO.: PARKIN& AREAS ARE TO BE REMOVED " :. _`• -' - t" ,�1 i -t-_ .� K . ' _ " AND TRANSPLATNED _ .;, _ _ ��fJ{\ •_ % .ti •�� 'S ,• _ :.: '. :R' +. 1.- ?1• . - - •• . .a _ {: -- . `•.-: >•~ :. •q• -.%-;' -1- ­­­­ .. . �\�\�O\ t 4 N D __ _ :: 9 `; _ . _ _ b I. tom: =4 1r . TURBIN E I _ =%:- a: \ \ REVISED: Dec 3, 2010 \ Dec 22, 2010 JAN. 19, 2011 O I z - - I EXISTIN , —VINEYARD ARD • w EXIST. UTILITY Q POLE (L I PA#45) I \ Planting Bed. Deciduous Shl Q7 I Evergreen Shrubs K \ brasses Q \ Perennials qw I \ � zi 4k6 \ /�I \\ _——' — REMOVE EX15T 4NE't` D Y >rC' c)• I \ —t_ rt �:,+�`•r \\ P F_L_5 EQU I RED — - - FOR TURN-AROUND O ban LU ty r• • t. w / L 4 . W J • •'ice.. - - •y. NEW 5 ON 9N. antfn Bad: I ,wt :i: Deciduous Shrubs � :Y'� . 16N 21 — — Ever e Ev ——— � BE6A 2�a5P • sees _— ' .. ,' '• __ PLISK T11-I-JQ Perennials PM, GAL \ .-- ';• •r.;'..;.". ..;• . •.: . 01 2 •wa••:. 3 ;. OYE EXI ST. ST. O ■ — IEOU RED 1=0R .i ;; 4 — 4 _ .wY ■ _ y <SNEW ENT Y/TURN •, Jja wn ..j t . tt - AROUND ' _ _ 3••-T N ,N - _- - G -a. _ I N GE SW�IA E i h •t _ \ G EDE OF EW•.�"� EWA_ Y t••r:•• I �. O _ � _ \ cHrzD TO OW O to r L P —ON-- I LAWrt .. :,• . . .a` \ I \ � PROPER z RA \ T _ o INN �.Aft Q�•::•�• -;w \ ,GRETI=.OUi2�.• ='s 4 A t? ASPFI�ALfi:' _ Uj ;; ,,:• :.t '. 1�fNC� AS PER" EN R ::.. .. •Ai�Pteou •r. — — � W LAM -°• _ EKDRAINA&t 5 I TGHED TO L 0t ON ' — EW FEN TGH PR 15 \1 _— z A I \ " . Planting Bad: I EMS � Oeergreen Shrubs _ _ I EXISTING ,TYPICA I T LLM L brasses A' ZR I Perennial \ — jN �� i o NEW 51 N W ca Z- F- • ® Q I V) Q• rn m C* I — G > W -j• z I � Z 'L � W- � urg LO EXIST. FIFE I W• N a HYDRANT T yr I Q ~• " `° ~ z wCl) •z LEIS- G I Q VINEYARD EXIST. UTILITY NI!EW y POLE (LIPA#4&) « w I C�P�GI�•STFF y- U t�� 017953 \\ PROJECT O:Y 0911 • E 'r� \ W-- E� E DRAWN BY: UT CI. _ _ — -a� w--�- E v!S— E -- CHECKED BY: NS !11 z w� E E E \` DATE: APRIL 14, 2010 !Y —_ �� 2C E , — w�_ E Ew-- E SCALE: III = 201.01v fl- By APPROVC w i p�NNtNG BOARD SHEET TITLE: \ ��� SITE S4UTHCLp ww �®teN ®F GRADING GB�E E w ---EweE , .�' DA E � >!9 I � DRAINAGE �' w Ewe E ��,TRIG „�► \ ,a�b�\ LANDSCAPE • w�EE �W,,t��R�TILI?IES Llt'11: ,�,� & LAYOUT p� ® ' PLAN PR•I EfPR05M WATER w W� SHEET NO.: W Ill VALVE �W w •� � �' SITE PLANO b TIAL AN 329AN � SCALE: 1 " = 20�_0�. f\OWN OF SOUTHOLD a�' �_ SIt\E PLAN APPROVAL REVISED: Dec. 3 2010 \ Dec. 2�, 2010 / Jan.19, 2011 GRADE LINE ELEVATION 50.5 FT. RETAINING WALL -1 FT HT I' MIN. 2' MAX. FLOOR DRAIN5 IN 0 BUILDING T/F EL 21.0 TOP OF POOL G W 2T. FFI EL I S INA - q45 BUILDING GRADE LINE ELEVATION + 20A FT. SOLID GRADE 27.0 FT. FF EL 21.0 I' MIN. 2' MAX. IE. +27.47 RINGS IE. +25.5 TOP OF POOL PROVIDE FFIC 1/4"/FT. I/8"/FT. 1c1.55 FT. 1/4"/FT. BEARING 5ETTLE I/a"/FT. TOP OF POOL GRAW2'1* SEPTIC I/83-7rp+05001 TOP OF TPOOL SLABS MENT LEACHING 15.96 FT. EAGHING CASTIRON GONERS TANK POOL IE. +18.5a FXPANS10 TANKPOOL IE. +la.1 E. +Ia.47POOL I + BOT OF POOL 2'IE. +18.a7 IE. +18.5 BOT OFrPOOL IE. +18.07 BOT OF POOL 1/4"/FT. IE16.41 FT. N e� 35 ft. 8.Q6 FT. 2' MAX. S Pt.MIN • ' •" O INLETIE. +2a.05 -� % = iv OUTLETWASTE WATER PROFILE FOR WINERY 7. IE. +26.08 jr rCA-AaSRiYdA - 145' B' rtr'e rr rr� FLOW �� NO SCALE V`*� LINE `� , ^� U.I SEPTIC PROFILE FOR WINERY TRAFFIC BEARIN5 LoaaNS CAST IRON \ NO SCALE Q '� FRAME A117 COVER To 6RADE / �t FINISHED 6RADE TRAFFIC BEARINS :, 20" X Tr OP SLAB •1.' r: Zc Q •. fV dJ 10'-0" INLET TRAFFIGBEARINSLOOKIN6 CAST IRON SEPTIC TANK - 2000 GALLON MIN.4'DIA 0 FRAME AND COVER TO GRADE PIPE PITCHED ® ® 0 CLASS 2400 FINISHED GRADE N.T.S. MIN.I/8'YI' ® ® o SEPTIC SYSTEM ® ® S'MIN. PROVIDETRAPPI ro�P�sLa a 'S; 2O" z x Q TRAFFIC :.,. l y �--- ® ® BEARING =n SLABS CAST IRON COVERS J �u Ma•VIA J U o 2' FIFE PI M ® ® ® 0 MIN.M'm C. UJI 0 0 INLET ® ® 3'MIN. SAGKFILL MATERIAL _ W To eE CLEAN sANO, (1 OUTLET AND 6RAYM MIK 4'PA. - W 10'DIA. r FLOW M"L f'dA LINE VFire DIAIr TGlD / �jj Q 9 � Q T�DC Q BEARIN6 MIN.ABOVE��I 6ROUNDVVATEI¢ BAGKFILL MATERIAL 5 5 CAST IRON COVER5 ro eE CLEAN sANO, • x - AND GRAVEL .1 FINISHED rSP_ADF7___ DACKPIL L MATERIAL To BE 8'MIN.PENETRATION CLEAN SAND,AND GRAVEL IN VER61N STRATA OF 5AN12 AND&RAVEL INLET TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON MIN.ABOVE M OUTLET N.T.S. WASTE WATER SYSTEM N.T.S. �°°�° WASTE WATER SYSTEM TFLOW P"� V4'TT eft z• TO'Serm TANG W �7 ti WASTE WATER CALCULATIONS SAf.KFILL MAT> AL rO> MIN. IN STRATA a• c, ____ GLEAN SAND,AND GRAVEL IN VER61N STRATA � MONOLITMG ' � TYPICAL LEACHING POOL DETAIL in a W ,J• I• WASTE WATER PROCESSING N.T.S. SEPTIC SYSTEM ` z 0 3 � _ W U. WINE PRODUCTION AREA W• 0 „ = o WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD <(77 a N 4 TOTAL WASTE WATER PROCESSING 395 GPD W• N 8 WASTE WATER PROCESSING REQUIREMENTS: Q (- WASTE WATER SYSTEM -395 GPD GREASE TRAP 1.SETTLEMENT TANK: 395 GPD x 2 DAYS FLOW = 790 GAL SANITARY CALCULATIONS N.T.S. C0 U SEPTIC SYSTEM (1) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) I. ALLOWABLE DENSITY 2.LEACHING POOLS 395 GPD / 1.5 SF/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 McDONALD 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 OF NEW SITE DENSITY CALCULATION TEST HOLE DATA 4/6/2010 ST DRAINAGE CALCULATIONS: WINERY: 1FT. DARK BROWN LOAM OL �� FF�,�'f 1. TASTING ROOM (5 GPD/Occupant) 3 FT. BROWN SILT ML 92 � ROAD ENTRY / CURB CUT AREA PARKING AREA 5 GPD X 98 Occupants = 490 GPD L- - DRY WELL AREA X RAINFALL X RUNOFF FACTOR DRY WELL AREA X RAINFALL X RUNOFF FACTOR 4 FT. BROWN SILTY SAND W/20%GRAVEL SM O $��D Q� 2. OFFICE SPACE (0.06 GPD/SF) `� p 1,576 SF. X (2112 FT.) X 1.0=263 CU. FT. (DW) A 14,662 SF. X (2/12 FT.) X 1.0=2,444 CU. FT. 0.06 GPD X 1,498 SF = 89.9 GPD • D" USE: (1) 8' DIAMETER x 6'HIGH POOL USE: (4) 8' DIAMETER x 12'HIGH POOL 3.WINE PRODUCTION 0.04 GPD/SF BROWN FINE TO COARSE SAND SW MANNING BOARD ` �1795 (1) 8'X 6' STORM DRAIN RING = 253 CU.FT. (4) 8'X 12' STORM DRAIN RING = 2,026 CU. FT. ( ) ' 0.04GPDX3147SF = 125.9GPD � ��c USE: (1) 8' DIAMETER SOLID WALL DOMES USE: (1) 8' DIAMETER x 4'HIGH POOL 1 8'SOLID WALL DOMES= 54 CU.FT. (1) 8'X 4' STORM DRAIN RING= 168 CU.FT. 4. RETAIL (0.03 GPD/SF) 23 FT. T4 ?6/N OF SOUTHOLD ( ) NO WATER ENCOUNTERED `PROJE T NO: PROVIDED REQUIRED USE: (5) 8' DIAMETER SOLID WALL DOMES 0.03 GPD X 565 SF = 16.9 GPD 1109 5 8' SOLID WALL DOMES= ZTO CU. FT. DATE p'? J� 307 CU. FT. > 263 CU. FT. ( ) TOTAL SITE DENSITY FLOW=722.7 GPD DRAWN BY: PROVIDED REQUIRED NS & UT OVERFLOW PARKING PROJECT NOT OVER DENSITY DRY WELL AREA X RAINFALL X RUNOFF FACTOR 2,464 CU. FT. > 2,444 CU.FT. (DW) "E" 16,424 SF. X (2/12 FT.) X 0.6= 1642 CU. FT. CRUSHING / LOADING AREA SITE DATA CHECKED BY: USE: (3) 8' DIAMETER x 12'HIGH POOL DRY WELL AREA X RAINFALL X RUNOFF FACTOR II. SANITARY DESIGN SCTM # 1000-35-01-24 NS (3) $ X 12 STORM DRAIN RING= 1,520 CU. FT. (DW) "B" 3,545 SF. X (2/12 FT.) X 1.0=591 CU.FT. SEWAGE DESIGN FLOW: PROPERTY: 825 Route 25 DATE: USE: (3) 8' DIAMETER SOLID WALL DOMES USE: (2) 8' DIAMETER x 6'HIGH POOL WINERY: APRIL 14, 2010 (3) 8' 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) SITTAL E 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 GPD/SF) 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= 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: Peconic Surveyors USE: (2) V 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 PROVIDED > RE 2.GREASE TRAP (GT) AREA X RAINFALL USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE NO. X DRY WELL 3,803 SF. X (2/12 FT.) =609 CU. FT. 3.LEACHING POOLS ( LP ): 967.7/ 1.5 S.F./GPD = 645.1 S.F. DATED:1993 w/ update DW (2"C" 8' DIAMETER x 6'HIGH POOL USE MINIMUM (3 -8 FT. DIA.X 9 FT. HT.) OCTOBER 21, 2009 - USE: ) (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) 8' SOLID WALL DOMES = 108 CU. FT. TOWN OF SOUTHOLD PROVIDED 615 CU FT. > RED SITE PLAN APPROVAL RESUBMITTAL:JAN.19,2011 35 / GENERAL STORMWATER POLLUTION PREVENTION NOTES /30 1 SITE DESCRIPTION 1 I Development activities for this project will consist of the construction of a new winery 34 / _ _ _ _ _ _ I I I building along with all associated site work.The site work will include:grading OAD / �\ I I 1 1 of the proposed road and building surfaces;Installing the proposed drainage structures; I SOUND R / \ \ \\ I Installation of proposed sanitary system and water lines;electric lines;wind turbine; paving of the proposed road;construction of the building.All improvements are to conform to State,County and local standards and specifications. W GENERAL ( / I °J Z I �''�\ mI OLD I i III I I SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE \\ Si m m TOWN OF SOU i \ 1 1 1 1 111 I ( 1. Installation of erosion control measures(slit fence barriers,slope stalbalization, Z I N O Z \�� / \II I I 1 construction entrance). �\O m\ \ I 128�.77 1 I.1 I I I 2.Grading of the proposed road 20 \ O O U3\ r\ \ I I 3.Installation of drainage structures,sanitary and water&electric lines. I \ \ �� \ I 1 I I I I 4.Installation of remaining erosion control measures(inlet protection). O Z Z Z / N\O �\ ( C \ \ I I 1 I I I 5. Paving of the proposed road and parking lot. / Z \\ y- \\ \ I I 1 I I 1 11 1 Q 6. Excavation of the basement and construction of winery. Y C D m T\ �� \ \ 1 7. Final landscaping SOUND ROAD / rn Z LA 3ai\,� tr 1 S O \ ��� \ \ I I I I I I I 8. Removal of the erosion control measures. LL. D\ m N\ 11 N2 D W —_ I\ II \ \ I I I IIII I1 II cd SITE DATA Z Z r\ ��� \ I I I I - O Site Area. 60.22 Acres D Z // Z Z\ �\ n 1 548� j - - \ I \ \ I I I I I I 1 I Pre-Development Runoff Coefficient: 30.00%(light vegetation) SollPostClassifi Classification:See testole ent Runoff cent:32.2% W N\ f rn G / \ , \ \ I 111 I I I I Receiving Waters:Low point on site Z �- �— '•'�_ DEER FENCIN I \ / Q \ \\ I\ IIII IIII I \ POLLUTION CONTROL MEASURES N27 47� / In accordance with the provisions of the USEPA General Permit,storm water management I and erosion and sediment control measures Including,but not limited to,the following shall 1 -� \1 be employed during construction: I �v ( I I I / W \ \ 'm IIII I i A. Existing vegetation to remain shall be protected(by installation of construction fence or J I •` \ I� / fSftFt \ I III N I other approved means)and shall remain undisturbed. O Z / �YpR \ w \ IIII I m I / \ \ / \ o \ 1 \� I 1 i I B.Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas N and the length of time that areas are exposed.A maximum of 5 acres s;hali be disturbed at \ \ 1 \ I 1 I I =I one time unless written permission Is granted by the NYSDEC.Graded;and stripped areas \ I shall be kept stabilized through the use of temporary seeding as required.Seed mixtures ? / \ O. — tNEYAR \ \ \ I I I I I Cb 1 I shall be In accordance with the soil conversation service recommendations. / rn - - -2V�i I O Q C.Bare soils shall be seeded within 14 days of exposure,unless construction will begin within cC) / � 21 days as sections are completed,or if construciton on an area Is suspended,the area shall O \I I \ \ be seeded immediately. N / i O• / ' I EXISTING LAWN \ \ O\I \ I a.Seed preparation-scarify soil If compacted,remove debris and obsticiles such as 1i i m 22 \\ \ \ `� \\\\I \\ roots and stumps. O ro F 3 i \ \III 0 v� I b.Soil Amendments a Z N / I I I N 1.Lime to ph 6.0 KON TOKOSTA ro — I EXISTING LAWN I 3j5 \ �I I I I �� I 2. Fertilize with 6600 Ibs of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) Z c.Seed Mixtures LI J 1.Temporary seedlings Y.1 a. Ryegrass(annual or perennial)@ 30 Ibs.per acre(0.7lbs per 1,000 sq.ft.) / JS� 5O \ \ I G \ b. Certified"Aroostook"winter rye(cereal rye)@ 100 Ibs.per acre$ — / I \ (2.5 lbs per 1,000 sq.ft.)use winter rye If seeding in October/November. V N �0 " 19 -5 I \ \ 2. Permanent seedlings-See Landscaping plans •"�—\ INLET PROTECTION TO BE INSTALLED 1 \ \ \\\ \ WITH DRAINAGE STRUCTURES AND \ \\ \ D.The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. '20,yJL�- (TYPICAL) \ \ \I �\ Runoff shall be diverted away from cleared scopes. MAINTAINED THROUGHTOUT C�=. —� \ \ \\\I \\ N \ �• \ — — \ \\\ \ NO Q E.Sediment shall be trapped on the site and not permitted to enter adjacent properties or public N — — ILs FE N O I \ I \ 0� roads or drainage systems.Sediment barriers shall be instaleed along the limits of disturbance I8 AIN T IN cum I \ / \ \ \\\ O prior to the start of construction and shall be maintained until construction is complete. ROAD N _.�-. O I \\\ \ X1gTtN pi�NEWNY �.-� PA �— MPORARY SEEDING \ \ F.A stabilized construction entrance shall be maintained to prevent sal and loose debris from being A [RFC` VEL O BE IN PLACE IN ALL \Rp GRA 3 S I EXPOSED AREAS -- �J \ \\ \ tracked onto local roads.The construction entrance shall be maintained until the site is permanently _ I O O \ \ stabilized.Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G.All runoff shall be retained on site In accordance with local regulations and approvals.Drainage Inlets Installed on site shall be protected from sediment buildup through the use of appropriate / �.�'� _�.►�- \ \ \\\ 11 I inlet protection. Rt AINT INEDDUFUN O ONSTR_UCTION- ..-_ �' ,� �' \ \ ' 1 I o \\\ i I H.Appropriate means shall be used to control dust during construction. 06 Z O _ Y �O \ I.Sediment barriers and other erosion control measures shall remain in ace until upland disturbed h NL-E OTEC O B TALLE '� DRNEWA _.� 93ANiiA i' \ ILT FENCING TO BE Q7 \ WITH DRAINAGE S RL'UCTURE__�1J ___ GRAVEL -- --= QNSTRItlCTIOM�N SYSTEM I /' \ I MAINTAINED DURING G \� I P M L0 AINTAIN_ ED-THRO HTO NST. _ __ CONSTRUCTION ,� \ I areas are permanently stabilized. Following permanent stabilization,paved area shall be cleaned of Q i\ PI __�'� �- I TERRACE\ I N \,\ \ t rm" _J soil and debris and drainage systems shall be cleaned and flushed as necessary.Lo r GATE 1 \ co 0 J.The owner/operator/contractor is responsible for Inspection and proper maintenance of erosion contra a p �•", RUSHING PAD I I \ V measures. Inspections must be performed by a certified erosion control specialist,licensed V.I ..I• � `O __ _ - -0 ASYsMTER I \ 1 I I professional engineer or a trained technician working under the supervision of a licensed professional �' ? r MAIN EN / x�sARp I \ , , \I -1' engineer every seven calendar days and Immediately after periods of rainfall greater ' W• u; LL �.� w e \ EXIT INE \ I \ I I than one half inch. Maintenance measrues are to Include,but are not Ilimited to,cleaning of recharge M , I I I basins,sediment traps and drywells,cleaning and repair of sediment!barriers,repair of berms and a N p OBE FIIA NTA NE6 IRO w __� e I \ 1 I I I runoff diverters,and cleaning and repair of inlet protection devices.The owner/operator/contractor W' n ONSTRUCJJON —f e e \ ( llI \ 1 I Is required to maintain copies of the NOI,SWPPP&General Permit an site at all times.NOI and OVER; LOVJ I INLET PROTECTION TO BE INSTALLED General Permit shall be posted al all times. RE / Q ~• O � w , WITH DRAINAGE STRUCTURES AND \ I K. During construction,the contractor will comply with all local regulations concerning the disposal 53 \ I PART iNG I O O MAINTAINED THROUGHTOUT CONST. I g P y g n9 Po N 0$5 O �q" I (TYPICAL) \ / of solid waste and debris and toxic and hazardous waste,as well as sanitary sewer and septic system so It" OVERFLOW_ / / 5 300 MIN. I — -PARKING- — I \ I regulations.Temporary fencing shall be erected around the perimeter of the site along with the .�� a — — ^. \ I GRAVEL I \ / / placement of dumpsters to control the buildup of debris.The contractor shall periodically clean up a �— �� 42 SPACES \ / / any debris accumulated along the temporary fence and empty the dumpsters regularly. -� 120'H WI TURBINE J DEER � �� � � �������� �� EXISTING LAWN \ / �' `? L.After the project Is complete,the owner/operator will be responsible for filing a Notice of Termination �Cv/ (NOT)with the NYSDEC to close out the open SPDES General Permit No.GP-0-08-001 for O) w e ( \ \ � -,,,/ Storm Water Runoff from the construction activity. b RP-VE e -- �S I \ I / �/ M.The contractor must complete the construction sequence schedule in the report with start and �OF NEW y 3.5 / I end dates. ��� ST Off' 10 SOUTHOLD INC I I Z �'1\,' FF< / I G AT Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary 15 1530.16'3 I� CONIC LAND�N / ? / m — I I 1 / C) / records of construction activities,preparation of inspection reports,and ireporting release of pollutants �7 `�2 I N�o�F PE 1 0 ,A to the proper authorities as necessary to comply with the Nationwide Permit.The Contractor will report / / l // // / I „ / any required modifications to the SWPPP necessitated by field conditions or construction a�tgrities t ?;n 1 .N the En ineer/Architect for revision of the SWPPP where a riate..� �/ DEER FENCING � / � I 1 � 9 PP►nP... i �pp�, V U 6 f �`���s 01795Y- v I PLANNING BOARD / -iEi. -� PROJECT NO: 5 ►� 1 -._...• 11 is oo I 12. I (0 00 \ TOWN of spUTNOL � 0911 SITE DATA 9182.87'25 S21 34'40"E 410.00' 3 3®1\ \\ m i / I ( DRAWN BY: NS S21.05'30"E SCTM # 1000-35-01-24 30 25 5 \ � CHECKED BY:NS PROPERTY: 825 Route 25 N/0/F PECONIC LANDING AT SOUTHOLD INC. LOCATION MAP Greenport NY 194 I• /�� DATE: OWNER: e c 67 Realty Associat05;CL—C _I r C DECEMBER 22, 2010 a 4// ' / Green port, NY 11944 Co p� SCALE: E E % TOTAL SITE AREA: 2,627,975 SQ. FT. - 60.33 AC. SHEET TITLE: ar. T BY MARK MCDONALD """ ; VINEYARD: 895,158 SF = 20.55 AC TEST HOLE 15 , j r%/// ��. NO SCALE GEOSCIENCE NON PLANTED: 1,732,817- 39.78 AC OVERALL N SITE PLAN TEST HOLE DATA(4/6/2010)SOUTHOLD, NEW YORK 11971 j %; / ZONING. R-80 GRADE EL:26.8' j , /./i, FLOOD: SWPPP 1FT. DARK BROWN LOAM OL OVERALL SITE �. SWP "V` P ZONE Zone X 3 FT. BROWN SILT ML SCALE 1" = 100' SURVEYOR: Peconic Surveyors 4 FT. BROWN SILTY SAND W/20/o GRAVEL SM 2�I & ///// j; 1230 Traveler St. Southold, NY 11971 BROWN FINE TO COARSE SAND SW / SHEET NO.: 100 200 300 400 500 /% LICENCE NO. % '. DATED:1993 w/ update GRAPHIC SCALE �%�/�j/ OCTOBER 21, 2009 / VINEYARD 23 FT. � j/,.�/��j, NO WATER ENCOUNTERED TOWN OF SOUTHOLD SITE PLAN APPROVAL SPDES - GENERAL PERMIT REVIs1oNs: JULY 2ci, 2010 MATERIAL5 4 WINDOWS RE5UBM I TTAL JAN. I q, 2011 - (No REVISIONS) WALKWAY TO PARKINS D 55'-8" O WALK,KAY ACCZSSIBILTY RAMP ! Z Ilk NiEGHANIGAL AOMEN1 ROOM1 TOILET MAIN ' ROO "� ENTRY 01 MENS \\ \ TOILET \. t ROOM 3.1 WIINE SALES .\ co AREATOILET ST I PRIVATE ROOM TINS TASTING t I f AREA PLANTED BED i S+TAIIR TAS O 1 . \ PLANTED BED f UP RAILINS �y Q li. LINE OF I I LAB/OFFICE 0. MONITOR ( I CASE STORA E Z W it I I NS w %L C C � `� IL 11 V TERRA I I a = M I N 5 1 G R OM I MA TASTING RO M I O B�O� 4ERRACE i Ic II I I z adz II I i RAILINS J ; as rwca g ;° w• h IIII TASTING BAR f m w• a N x PLANTM EW OFFICE OFFICE Q F—• csi � PLANTED BED \ W I NE PRODU TI ON REA N Row TASTINS BAR TOILET SUPPOR ARF-A BOOM. I\ F SUPPORT AREA \ OF N IN O e e N EXIT 3,C p4At;;r.,.�, O1 CRUSHING PAD CRUSHING PAD BELOW BELOW ROOP ABOVE — PROJECT; 0: 1109 DRAWN BY: NS CRUSHING PAD CHECKED BY: NS DATE: APRIL 14, 2010 FIRST FLOOR" IN'PI LBAft SERAENT PLA SCALE: 1/8 11 = 1'-0" SECOND. FLOOR PLA14 SCALE: 1/8" = 1'-0" SHEET TITLE: SCALE: 1/8" = 1'-0" SCALE. 1/8 = 1 -0 `v FLOOR FIRST FLOOR AREA: 5402 SIF (GROSS) BASEMENT AREA: 5402 SF (GROSS)------- PLANS MEZZANINE FLOOR AREA:614 5F (NET) Appp,,O\lrD By PLANI,i,4G BOARD TOWN OE SO�ITHOLD J � r SHEET NO: TOWN OF SOUTHOLD SITE PLAN APPROVAL MATERIAL LEGEND M�rs�oN�oio nreRius a EXTERIOR WALLS: WINWWS c[ouv SHINGLES(STAINED) f� / ftN9M AL lA � QROO 'STANDINGseaxMETAL rsooF (NO REVISIONS)sl 000RauIe°asnov -U. E. .� imians�fr.E .�I IS/Sm, r vlllwlu�i sTE cNEE � = STONE RAILINGS: 2nd FL TOP 0 COLOR COATED ALUMINUM 2nd FLOOR Via Ll I � Y Un- let FLOOP, r--1 LAH ILL, K SOUTH ELEVATIONLu � a @g/po ON IN, SO// I RM Fao mo, F////I//F////P/x uj � E f 0 !NORTH ELEVATION PROJEC-- � BY: APPROVED CY .ma • N NS CHE� x qao PLANNING 90 oM cx - TOWN OIIiHOLD - NS DATE — . DATE:rAPRIL id. 2010 srveE S �F' d BUILDING ELEVATIONS 00 s - 1,'i', .� �,Ff . K`� .✓ " ;.+�;y;t-'- .,st :'�r„��.x '� ,r „'`.,a;��A ,t -=j�;'' ME=MEN EILIF SHEET NO: 00 WEST ELEVATION EAST ELEVATION TOWN OF SOUTHOLD scnLe: +re• = +•o" SITE PLAN APPROVA • y\\ REVISED:DEC.6,2010 REVISIONS AS PER PLANNING BOARD LETTER DATED 111112010-KRISTY WINSER REVISED:DEC.22,2010 I REVISED:JAN.19,2011-DRAINAGE SWALE 130 I II ' Ut4D ROAD so I OF SOU TgOLD \ I J I I I I I I z \ p o \mx\ TOWN \ III 1 APPROVED AS NOTED 128�.77 I Li DATE��'/ �/.B.P.# J No of FEEa, S:?s>BY / ROAD NOTIFY BUILDING DEPARTMENT AT' LU $OUN� Z O 765-1802 8 AM TO 4 PM FOR THE ( � = n z m\O -_,+� � I 33,20.•W —_ .. -� I I \ \ I IIIIII I `� FOLLOWING INSPECTIONS: / O D\ O IV\ N27. I II 1. FOUNDATION-TWO REQUIRED z r 2 p FOR POURED CONCRETE c� / z\ c-)r\ o\ °�� c) 1 548.67 DZ � p �- 2. ROUGH-FRAMING,PLUMBING, zi m STRAPPING,ELECTRICAL CAULKING 3. INSULATION Z� �� — _ rn-� � �_ EERPENCING 4. FINAL-CONSTRUCTION&ELECTRICAL , MUST BE COMPLETE FOR C.O. �� � N27'47��� \ : ALL CONSTRUCTION SHALL MEET THE I \7- ifREQUIREMENTS OF THE CODES OF NEWYORK STATE. NOT RESPONSIBLE FOR ( + (DESIGN OR CONSTRUUCTION ERRORS. " 1 �., ce / \ / oCOM LY WITH ALL CODES OFNEW YORK STATE& TOWN CODES y. I \ \ \ IImml AS REQUIRED RID CONDITIONS Or SOUTHOLD TOt•,.MA ® z .SOUTHOLD TOt I PLAN!'.":3 f0".".D 1 1 SOUTHOLD TOV11 TRUSTEES O 22 0• \ EXISTING LAWN \ \ 4 0\\\ 1 7- N.Y.S. \ DEC LU i — D — \ \1 \ \\\I Cp \ Qr Z / N/O/F r 3 _ \ —► II I O v�, 1 OSTA --I KONTOK I EXISTING LAWN ELECTRICAL � I " � INSPECTION REQUIRED /i _ � � � l 3o I\ � `\\ �111\ �\ 1\ (- I 0,l LLJ N3 6�, _ _ _ — LU P: ET T! rQU6i EP!O�NTS OF THE I ,20.! / E \ \ \\ \\1 11 N 1 /' M• !U \ / \ 1\ N �'\ LONG COM 07 KZZVV YORK STATE. �---`- \ _ — \ \\\ \ o oa 18.0 cNo — owlISLAND DO NOT PROCEED WITH �,�E� -- FR!".".Rtt,a UNTIL SURVEY 6 _ �- - VEL DF�NEW 1 3 S _ l \ \ SOUND OF FOUMATION LOCATION G�-- ® \\\ \ \ ° --- — D AG- W Do HAS EEEN APPROVED. �— _ —� - ACH F-NeRNEWt f _ ITCH TO W-PO_ �bft ER _ \ I I 4►�� \\\ \ \ NOTE:FUTURE BEACH ACCESS SITE T ` 4.._t''' I CN Z I E LOCATION TO BE DETER,.. F.D 5:•:r , \\ aEP I IN FIELD. DEC AND TRUSTEES �_ --f - SWAY a RE D-CLEAR FOR - _� \ W Vt �E APPROVAL REQUIRED — r VEL DR _ — GEN(4Ya! ACCES BANrrARY NOTE SYSTEM ( wnS'.'. \ G I I V� • 1` NO STUCTURES OR SIGNS WITH 75' OF NY STATE ROUTE:25 EXCEPT AS r—- _ - I : TERRACE 1p \ \ __. SHOWN ON APPROVED SITE PLAN y .. �.O!!G_, PACp�IT tT-APA --- --f leoecrrQ <; _ _ to 1 IV J p I• EXCEPT AGRICULTUIRAL FENCING _ _" __-- - — _ , 1 ri a TE \ r ;_ - _ AI:E�80TJI�IDE$�FA —__ g Irlrowwrt`a1 'p� cA an Et,,. O `� TURN GA .-� - _-�_= - ET�Ir-- uwc'wo""°w RUSHING PAD 9�� I 1 \ V�? IL) J• 9 z x AROU�p • -0 ASrERWATER \ I P P {` `� Q r _-- SYSTEM W• z LL PLU` 31�1G FAIT EN / � —_ �_�w \ \\ 1 I 1 �, D a N � h ALL FrrU..".:.G V.ASTE _-- - I S WATER LINES NEED —_ V �--- W. TESTVIG C-FORE COVERING - w I I 5 OVERFLOW""' OVERFLOW \ 1 3 0 \\ I PARKING PARKING N N i:6 0�:� _ 1.: /I I . — a �_ �! MI 60 S 159- — — GRAVEL PACES— — — X ILI C77 OPEI �r __---- ` 6�' 3 — �— pEER �� 120'H TURBINE \ -- — _ I EXISTING LAWN LvGil RPZ w � • �� Ir,. ( � OF PLU".°',3ER CERTIFICATION ` I / -�� I \I J j I "'// co O.V LEZD CONTENT BEFORE I � 3.5 10 SOUTHOLD INC- AT CERT►!-I�ATE OF OCCUPANCY' 15/ 0 Io LANDING S30'16 3 F p`CONIC Si0ii USED IN WATER I N/O/ SUPPLY SYSTEM CANNOT / � DEER FENCING / / ,� (I ( I N I � p» � � EXCEED 2/10 OF 1% LEAD. _ , , / / I III I ►rvi I � '3 � � I � oI III U,ono I\ ROJEC /NO. OCCUPANCY 01 12.5 R --r 1 I 1 w'.4 \ 0911 USE IS UILAr UL SITE DATA — S21'34'40"E 410.00' 3� 11 \ 1 DRAWN BY: NS 1 LOCATION MAP � S21'05'30"E 982.87 �5 3O 3a1 \ I WITHOUT CERTIFICATE SCTM # 1000-35-01-24 NOTE: 25 CHECKED BY:NS ALL ExISTiNG TREES REMOVED FROM PROPERTY: 825 Route 25 ANY AREA WHERE IMPROVEMENTS ARE OF OCCUPAI'll %% PROPOSED SHALL BE RELOCATED N 0 F PECONIC LANDING AT SDUTHOLD INC. DATE: Greenport, NY 11944 WITHINI THE NATURAL BUFFER AREA 1 1 APRIL 5, 2011 OWNER: Jemco Realty Associates, LLC ;/ (OWNEIR RESERVES THE RIGHT TO LOCATE PO BOX 67 sT T CRICWLTURAL FENCING WITHIN THE NATURAL RTI"4t STO !!�WATER R31t�OrF / BUFFEIR IN THE FUTURE AS REQUIRED) SCALE: Greenport, NY 11944 PUrSUANT TO CHAPTER 235 TOTAL SHEET TITLE: OF THE TOWN CODE. SITE AREA: 29627,975 SQ. FT. = 60.33 AC. OVERALL SIB' PLAR VINEYARD: 8959158 SF = 20.55 AC / OVERALL NON PLANTED: 1,732,817= 39.78 AC SCALE 1" =100' SITE PLAN ZONING: R-80 s I 1 NEW GRAVEL DRIVEWAY (W CROV" FLOOD: g / E DRI I "IAY �e PITCHED TO SCALE ZONE Zone X j -BOTTor+ OF % ALE WITH TOPSOIL AND PLANTED WITH WILD PLOPeRS AND NATIVE SURVEYOR: Peconic Surveyors 6�s 1230 Traveler St. Southold, NY 11971 = DMVE Y�rC,�TOALTOWAPPp POINT SHEET NO.: o STY LICENCE NO. 49618 DATED:1993 w/ update ` Li I _ OCTOBER 21, 2009 II VINEYARD T LOCATION OF CHECK DAMS PROVIDE 6' NE D R'V E AY SECT'®N 1411 GRAVEL. 18' - 240 WIDE ABOVE BOTTOM OF SWA ZI DOWN TO WELL DRAINED AIL BUILDING PERMIT SET ems® 25 26 __ REVISED: �® 2� .__.t..4 t 30I Dec 3, 2010 \ s'i` { " ->: ; "•,.. .r... -.. x;..�, Dec 22 2010 `` "'{'� 't:,--':..A:,• ^I,111 r»ti'r• y,••t:,:'{:;::..' ,.}.;;".,, •,•: '.,ram .i^ I __-• ,: , - E:-,::.;' : : :.,..� I C LCl1 .. TtO S ,•#(•4, t.. ri: •-.,;:.. t:,}. `r,'`';:^.. ,j.•r, ;'. ,.a `e—.. :i; ':,�`.t••r...: .��a. , j.:'•:. n. ING .>F ;':�' ,' �'x: :i.. •t(� ;' I BASEMENT FLOOR AREA: 3,349 SF a .,.,ti.... ...{;. -� 't t---.. ;;, ''^' :,�• FIRST=.;,! ,��{ ,:"; ;::: -::. I S FLOOR AREA: :y' ;:,' �t° :... 3 349 SF VI \ �/u,c t N,'. P SE COND FLO OR A�' I AREA: :: t .: ,,. t:. ••J A\ i •i' ,•r � A • ''�'F•-+�h�-+MT'T• '•t' . .. :: ,act ;:. W�': .,' 1. E T S 19AE�•• LZANIN E:•, !• 823 F ,::' ,,::;=;- t } z• r :: ► -<•�. y'„ 'a .t,i•n,• #:. a... �'� 6 •1.'�' EA .. •r 3., S MEZZANINE: ZZANIN E: 8 8 SF :,. 'a �.. ,: �:: ��► . i :ti. �: G I \ , • It• 2$:: � 4. T 1 .i... ':4: OTAL • 4 8 1 F ,. ;,. -;: ,.,! .,: 9S •'T ;'t• t. v,,t,,.. ;: .1:r l .•i:," t: •w'.� 1 PARK ING KIN G RE•I,� .:� ,. U IRED Q 1 PA�;�� �. :.:: SPACE 20 a• :! ::r _,w •H• / 0 SF I '1 ti 1 t r' r' J':•,t r•J• r ::`'is may. .•v' 1 T i•t:�:; �.,' .ter PAR KING G PROVIDED�,- 4:�`. 2 P�;�' S A ES C i.• 1.% % 1 .t l ,^ ,. 3 t.i.. ��\ t 'J \' A i 1 >•: �� } t yA,' I ♦ .! \'' t'• •C r• 1 �-i• F:t—_— '':a' T: OVERFLOW•N �`:�•• tau� PARK ING G 3•r ••r: •�1150 SF/SPACE) . •.,6 I I 'ta•. .v�L.R;A < t. I ''1. :, .:,,:::. '�'''':•`�,:.• ,,,�': is 3• �. , :fir.;: .,., ♦.• t r GR AVEL • ARE::' _ A 36 SPACES t. 1 �:r c C a' I E '•t, -� :fir, t. ''..-tn• `<:'• •r• LAWN AREA i;: -�; 60 E SPAC_ S •'t •t �k• .i y� ,: Y• L .• ,'7. ; 'i' :4,' A ix •1• .,< �•t.• 1. TO TAL: mml L:'<� 96 SP ACES ACES '•4 �t ti' "r, LIJ > K' •)Ir . x:. :iI -i ©I'V" wvT: f• •t !b~ 4 a li•.r•^. • 'S w 1. "I I "�. �• :1•. 1 I\' !(� •i ••r..• X p� - ,.: l� "ti•I• i a` 't: Itb 'r r'. •t' 1 {• \' 4 t• 9• :i••"•K'• �•t' •\'' I ,,(, „• •I'll 1 a' •••f ,. z 1 ,. 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I .` . �p \ 30 i A ' \ \ LEAGHINO POOL (LP) I >` '�^ . % f \ ------------ ------ ------- - \ ----30-------- -- -- \ \ \ (2) 8FT VIA k q FT HT (EXP) I •.i i i'\ --- 31 \\ 31 \ EXPAN5101�I�POOL I ". 1 I I \ ,�- ----- - ------- ---- ------------- �` 1 Lu \ I ' ' ----------32- ------- s - ?- %` 1 \ (n �. \ \ I . .•, I : 1 % I --- \ -------- % % I \ \ XP Q4P I r.' I I --- 33 % 33 ss \ ING \ Q I '" -_ BLS RAMP I I \ \ �., Lg� i 0 VINEY \ \ LP `, ST 1 ,do ,,---- _--- xx 1 0. O ° :; I — + 3 .o 1 1 \ z ______— \ \ I 1 I 1 \ I DW 1 \ I� \ Q Q \ I :I »e: ,. :.°;:. 1 ; I 6 I \ 8xb \ 8X I bX 1 \ ����,// \2\1 EXP LP I 1 I I I I I \ , I I \ {e�w �� 1 . I 91 o �'' 1 \ II ., .. . :'.': 1 I I I I I I I \\ ___�_____ \ TEST 1 I ..�::: '. I:7';a I I I I ..,. I I I I 1 I \ = I I \ \ \ � I I ' 1 1 ' x I RAIN RATER ON ROOF AREA TO BE DIRECTED T.'. . I I ' i MICH \ �.'-'� �" �� I I I I+—I-- TE r x�' I T R + 31 O i TO UND GROUND STORAGE' TANKS. RAIN \ I , _—�_ \ NEW GONTO'UR I :: ' a , -.,\...`':_,:. 1 I I I P T PITCH_ ' WATER WILL, BE USED FOR LAND50APE ---- — J \\ \\ I : : � . 0�1 o1I of �'-1 c�I chi I ��' 1 I IRRIGATION. LEED CERTIFICATION :, 1 _ ______� ----------\ ---� NI NI eh1 MI MI ehl � � \ ' I (I) 8FT VIA x 6 �T HT STORAGE TANKS (ST) - -\\ \ I I I I I �. fr ' _ I i OVERFLOW WILL Bt pIREGTED TO SAME SIZE — - --- ,J� \\ EXISTING C,ONTOURI . • .''L . ,t`• I I I I I I r ,a I i DRYWELL5 � . __ — — ____— f_— - — \\ _ \ I ..t \\ I I I I I s`t x �K� I I \ I Q• c " -- - \ I I I I 1 b�' 1 k x 1 , \I I NEW CONTOUR i --— _ _ <:. 1 \ 1 - :';. I \ I I I I I n ^ x MI ly I e_1 \ CD } x� �- -f \\ \ f. I 1 I I I I tr?I MI MI \\ MI a l ' IJJ —� N z � LL \ 1 1 I I I I 1 I \ I EXISTING CONTOUR �' \ •� �O c7PN4 1 1 I .. 1 1 \ 1 Q N �7 + I N G \ \ I I 1 W 1 I \ '� \ \ - .�.' YD If�AN� I I YII��E GONG. I ' I v \ T LLI c=i 12 . \ \ `' . "i �,, ' \ I E E % 33 \ SLAB I I I s \ \ ::w'::r . 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PROVIDE WA y W �— w "�-E '_� I \ ------- -------- 28 __ �rq� �j, - ---- _------------------------ INSERTS AT EACH CAST IRON COVER 2 ���G� �. rF�� 1. _ w —E I \ � \ 7c -t 1. - W -�Evq-J E I \ I\ 4:,.,. CONCRETE RETAINI1� 0 Z i \\ ,� �I 5• '` G� \ 1 \ :: WALL WITH 42' H RA IL`I — — I \ s vwqf— W I \ I \ - \\ N z I \ . I ,1 . ,-=�-.-� Q I \ �ROJEC O: �. :'{' I \ I ;it: i ` ` ` N , \ 0911 • \ : .,'..: % �Q — — — — _ Q—�!G 't 5ul;m — — _ 1 \\ DRAWN BY: UT I OVERFLEW PARKING .*.:.�. .... I I 60 SPACES ''•.. , - -26---.%i::. - - -- - coNc -- H ---- -- ------.% \\ \ NS 1 ;� t` a SURPAGIN6 ` \ \ DATE: ''z :a� ;�', .< `. :1 :.: : .�: •>a - , %I Its&— I \ \ APRIL 5, 2011 .~ ... :;:. I \ \ SCALE: /� of 4 _ SHEET TITLE: \ .+'', :!•�• •>a• `r—4,. .-�•jt-,ate," ' : ••• .. •'• '•',. ^ — \ i) I °�.. :�: % \ SITE :� . �:' ::• GRADING :- : x G :< :;: ^ " \ (� :' Y T :. a• .\ -t.' \ •. .r•' \ : : . •: . +; DRAINAGE : ,: . -� ::. :; :Q \ •:V,• '•I �,• \• a-:I'll \ & LAYOUT :t :,�.: vN� a 1> w ,,'. 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NEW ENTRY RN t/TU Al IN D M•• r . •i` — :P yy11 Y. .ti• .t '•h' 1 r- ark:'r EW�' IA A eUj A N GE 5W L T I�e — _ I. , ._ •r • _ �•r• GE SWAY ED OF A•• 0 D TO OW PO. _1NT-0 1 � LU 00 Iw LAWN >c�' ::i' • �.: '�' I PROPER FtN-ARC• ND I— ,`•". _ \ ,` !.L.^ •.��- `*" fir' .r•; ,�.`.• •— \ EVVI EN RYII ' ';: �; � �; ` '# :,attebu DRAINAGE 5Ix • LAM \ R11�EWAY C� 1 TGHE17 TO L ON \ EN TGH PROPER �,5 ---- — amp Planting 5ed: _ \ &N IcSIfT',21 DearI It \ EXISTING I ergreen Shrubs I OiSbp� T1'PIGAL b INEY//�R� rasses l It lLl Perennials1 _ a I u NEW 51 N i Z. LU lul 1 .j L"J o 5.° Zi 1 Uj -J' z 1 - D W. _ " EXIST. FIRE N W. HYDRANT Q i— K/r rV 'V zZ N w- W I iS G Q VINEYARD I EXIST. UTILITY— Z 5 POLE (LIPA#46) � --- '�,��of rvE0,y • I U.{ L�S TFF o�'�r 'f`syz 0179 E T \ PROJEC O: 0911 W� E E ��►tt \\ W` E W� Ems— E DRAWN BY: UT IL� � � — A 5- E `1� CHECKED BY: NS DATE: APRIL 5, 2011 !Y !�L Q EY�� E E 11 SCALE: 1. =20.-0n .L d -� IL SHEET TITLE: O Z W—�_ E \\ SITE $ u;, W,,� �b \ GRADING W \ DRAINAGE E - W EWE ® ' \\ LANDSCAPE & LAYOUT --W�EW �E T1EW � �1�1T1E5 • ® \ \ PLAN PROPOSED WATER ��W�E \ SHEET NO.: METER E W RPZ VALVE ___W ®® TIAL L 2 \ 0 SCALE: I"' _ 20,_O.. � \\ a5 \\ - ®� i ,r...':`;ram' ram;'•T .. r".-P.:. w,{,t,J;••..•-+;•:;,�i'.. ..,. 1, •+'�=,, •—: r s:�� Fbdge, Red Twlg Dogwood '.Y,:t'iyj.;-��.)...^:+'Et•er`'j.?i.'. � :++•'• .,+'i'*... %:mot;.. CTt?I'1.,'•'�� w-1A,,;,,:'Y.�J.;,µ'�+t.>.:)• ,v r,r;,,; ,r,-. - -..r�".:.,4 Jia``, -L,.r',•.'l."'�,,r-'i"•a•^,•�,''4:, __�� .r,,Yl' S• :t .at'' .t .�1;'tis7`,. 1I ;, A. ;r,.> is �,Ya'',. ;y,• :p•5.,','o;,,`•,J`,:: ■■//���� ;,: •a:•:tt\ %,,• .,V ,c--%. •-1j �Y�a �,i+•":, i.•.• ! (, :'\wJ !!�. _;.rt:^... .j•:�• ,:r..; ;N,; >,I a, —� i•11➢ +'•.� _.ti .:"r , t•: .ar .. -,yrr+ .",: t':4.,v•'S!:.• 1••�'.•.Y...• ;r^``«''>•:�,^.:'.',,.;: ; 4, :;;.� LEED CERIFICATION STANDARDS VV!! '-J'• _ .� y.`�•a ! .. yy:,,; ..., - t.. �,::�*"L.,. ,t •i:. -, >,.Z'r }+ i hyw.�'i. ,,{:';1• ,�+b.y r' ,,,it"• r:.,yw'. •!, r •♦. •a�a:'' I{ei'.;:.. r,^,r tt".. ••f�t�•C}`.=•.:�':" .--k.': •C 1 ?.=`-..,t!'. :i t `ii •`i:'=A�'`.fit;'':.y,.: •,,. :. ..r, «r :•i: '.:I: ...+ n , a,� � t i •„•�. "L,1,,:�',� ;,r`": �•.. •0�••1';.t;-::N �,y�,1 w,rM it •+'•1. ,I._ -....fit:,',. �'Jy,• .a•ram• ,�T_.h..". `F''5��.:: „% ri4 .::;,,;'-�:,`.' wy^-.,i.:�-X-,, ..r.�.!'.: , ,. , •..• .ter ,t7 _,, i , >r,•• ,.. 'i +'^ w ) w t'; - t:r r't: t .r•, Water Effl tent \/I )t. _ +j•.::.. .. '.wy: it. :;;,:+ ,.)0.1 T't-.,.; ,.• -':•r,•4( N., G Landsca In No Potable Use or !,,,,. .a,",-> 01Y .:' • +►:"• ,-."Jt"', •`Sa,,, a•t' ^•.,.,(:,l,�-`s:'C. •C I.:. •• "'!.. +Y:::`. �y� ',- :)' •�. rJ 'r.1+. ,.il..•.. ..j,'r_:1•• t *. .k,. >. ,.J':: 't'+':l �::•' y.Irt,y:1:.` .►.1 ,,..;r.: :�<r.: ••T ::}'' r.'' a,. •'S"�•''•.f ti r� _. .. ..Y, ,.w•iy".!`. .t 1. , r:K''r`'',i'r« �,. .1' .,,+"+C.art. A'C i i '...• .•\t:•. ''•.'"'�',:.. XL•-ti-!,�"t:,n.s:''Jc•.L.-• >,'.•' 'C' 'i' .1,^.•..• :,,�.,�:"t _".). _v .,> ,:•}r'^., rwry .v: :�_ ".j,?��_ •.t. a,: a O bteWatert0 t +-: ° ':1:f':i;,; • Use on y captured r In r recycled I , '+,• r +j .}��;._iI,,. 7=r :ti. =t•:�;?-,.. ��►I1}�r+ ellminato all otable water use Por site Irri atlon •+' .t•. a. .•% '�,• .r, R"^T:'.� :d•.?•1. !•7. •J + ar,,;. �:.•,=r W,. .:.5',•��:J ;'r 4i:�'v tC` ::.N'• p 9 + AGI r• ,.. '::i ..:,;•,.,I..r ,w:',, a,• r, :r:^•::;..:: POLE LI6HT5,'"10W, �' + ,J. ., ` ;.4i�.t.,>:i :�,,!.•..;r> i;5���:.t t` `�;" :�, `.,,` ;>t"•' .:� 5 �OX,ept for Initial waterin to establish plants). }' ,. ••y..r^"..ti.re'«t .;r,:) ,aLR" 'it:': •':r'\':'" \,{'�:''\T•a'>'' -%. , .S. 1..•'S -"..: I' 9 1' ;,• , ,t� ;:•_t, BE6A 8141 MH ''r• ,; ,•:.•fit r.• .t.. t,r,7'F rt :K..•r`�r• ,,,,.JSr 1•+, •w. •,\,: '•s'•" ., .i'..' ••i 't••', ti' K y a , N' ••\ ,', , > A•• 1' 'c a: i• DUSK TI 10 PM •�. a LL TYPIGA 'r r'w t. t. ..e .,j •:,t.•.•.r •:' 11' Perform I ';•,••`-'' a soli c imate Hal sis to d er In .• r :'.�• a et m e L-•.,. y t t'�. ,w 3• > :•.' r ::a C J ,„ $'• r 'ri'"=- r" rl I •..r. :ice•• a o ate andsca a os and deli n the t�'�. .a .w, pP P ..• P L!P :;ti 9 •'w *. I N w•l•"�.t tl. landsca e I I w th Ind enous lants to red r 't• r :y 9 p �1. T 1. Ut'a"..n�.. r L� •P" r 1 _ Ilml t :;=,•• e Hate Irri atl n r m •4�fi•� •.. o ra ul a ents. Gonsl er In •-t• •z•. .s•• d us 1 �_ u 9 `., ,. T r ��j.� :Y'• C 1 "i ✓ Y .. t J, V ator water and r r ter r r» 'i .. /o a wa fo Irri anon. f M ..y ,:. :7 9 y ;: 9 t ••l •:� r. r. i' Lr>'• .. , .7' !ti: Wit. .r ':r i Ir .•t •r 4 't V 4\ { k". :�: ,: !:^T ,.a. .'" r fi •.•j y.r: •t,. » ! !' '•t tit i •.a',•:^::;�:. t } J +, a� \ , �+ ., . ,3 • `•: :,M-:�. ..>= '.� � PLANT LI �L; .; .', : �:, ST N tive Plant •`.. , ,fir `1 "K ! •M1' y , i r y' f ti •'r r r.. TINb r.., C r.t t 1 tt• >.. '•t T rp 'i, t Yi:,'w �, .�r° r ir. LAWN Decldu us .•: ( •.;` o Trees J :,r t 5 r� 1 \t h ~1 1 ,1. :ar�:r x TURF �• "r: tNo ) -�'- •>� River it a` + B Gh Betula nl ra .i r. 'i:.. �.� 1' vi f:. g , •r !. ti 'n Lr 'K. t ,•.x 't.: Ja :i. tJ• E stern •. •. <•` •, a Redbud Gercis canadensis 't'S `•t• •1 `L :14 + 1.� \. . Jr•'::tr' T� c I`•i f� ` .,t• r •rt•., :,,.fir,, 4. h t. Wh to Ash Fraxl m rl ana �.: nus a e c n• i:: •j 7 r- n .5'` '� 1, ,. 'i �.:•• Green Ash F xin n I n1 W '•r i ra us a nv va Ga r' L ti=w' r p y 4!' .:. ,• :t' 7•• r f fit.l •t •l' Fr f t r ti Flowerin w .• .•I•' �J :( ,• .;..• Do ood Gornus florida M 1. t . � ar• .r�. _ 9 9 J• ,f ' Y 3• i\ 4 r' ,/� ".r •,.. ,.t,.' I "'Y ,1f•• .:Y•' M t. ) t. M••�''• ^.r )r, ,,tr. '`fir 7• ^.r .t \ 1.. , is r ') r ::,tti.. Ev r n ,: ��: a ee Trees `i i •r :\ •..*w .r•, r\. yn i La':, a:•'yam':'':'.. :d.'•" X tti 4 A A I ' - j .," 4 _ 't 4. "r. •J 1. `•1 •� .{r ti` t' L :•T ', t 'r 1 .' `Y •''>''•:r• e n r East r Arbo vitae Thu a ccl `r. a :�:• o dentalis %e s: r ,:" , . .(•• jr. t, t. t S PO I6H J••- i"•• Western Arb r I I .. ,)- '. •.tar'• r 4, o v tee Thu a i Gata .>. x J P t r r ' DE6A 8 41 •L "(.• :c:'• 'r :t. •r . •�.•:• ;::'• -:•7. AmerlGan Hol I I lex o ace DUSK .� .'a.t TILL 10 PM I A r r TYP G L •�r Eastern Re r ni r .. :}'• :,.:' d Geda Jv a us vir Inlan •s• ` �: j it '•, 1 ,• i. :�;• :ri :r:..;:• I r Whte uce Pt I u a cea a c r:r, •y. J• •..' �.�. 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',;r ,};r.•;.',r„�:..•� •rr•;!.'-�+;`r. ;•. -f .� rS.' °;^!':. .`>", .. :�.;-`,; Deciduous Shrubs I - •1• .';. .i.• , t-,'t t_- t•, +,' '?'-•i�':- Y r ^:f�,''.' ,a «;. ^: :,.! . :;,7::f, ..� »:.ti•�. ai'+t)w Lf ,,.,t? ;') ,y:::`• (• •.. .l.... .wf ta"•r:•,;:.(r�.:`• •�' '1i.: I Shade Treel • ..«+; ,r, .. ,CI ,+•''^'+•.' + .7._...4i:-. - ;L:• Kam'',. ) ,.,.1- 'y'',.>-I t.,-. t'•. •v7e.= �:L. r,t.r ,,-:: / Red Twlg Dogwood, Gornus soricea •i. .;. + "r:''"':,�+TP\` �,r...:%)t;•.d. .::.At. -%.,t.ir •-1•..*%-9•.L•i Green Ash ;. ��'' .fir•;* ; .�f ..::':,,r• J••w a'r•r; •,.: '...,:•�• OalcleaP hydrangea, Hydraingea gverclPolta ,J rig,.. <;rL. ,)+, ]�.5 ram.,-w4:J:. .t.a :,,t":.. i�.• X•:: •,:' ':'••:•':4r`'i +nt.' w^t ,:1• '•+�'.~:,R`ti,♦ ,° `Y:.++ ,.,, :4.- is• �'+',•llj•�rt,.}'•t:" ,;R�, . ?Trt• ��. . ti. w.•::s s.�, y,,.r, • ;,+ .. -Yr,;.. Rw�w ry 4"�•�,n,.r>r•ji�r, trY,y..T,i Bush Cinquefoil, Potentllla fruticosa �1. ',;-;_._.�t�'::• +r'�'••;>; •:;' '. : L�,t�Nr�/c •+' Beach Plum, Prvnus maritime '�t:. ...t i�'J ;•"r..,`' "t''r. f i '-r,•s- w .:�� �,F• , ;.r,... i .� "• . J•C,. T•.♦ /?:""y N i ��.o �' ,tr,►.e ,� ' tt ,a ..J,- �, Bayberry, MyrlGa pon6ylvainlGa • :w: '.ti K.°i�a,l r•w••1.':>`•: { i,� i •.�!: t,;o1.' ,r,�... :�';F•••i'!: ",: >1. •.�••,' ..a L.-<v�:., • •> . ,.": ;,-,,V J,,.�r M•A y.y1 ':.j•• ....V. :1.,• ,• ^ .a Y,- :`'1:^.r'�; yVMS'+:.••.�";� `..�•'1. • ;:' Lowbvsh Blueberr VQGG1nivm ollidum 'F• Y• , fiF• a >„l;,'R .te�•1.'S:,,i'a= .r� :-+.• w,w ;!. .'-.-: -i- +;••'.---�„t._�" i,;..r, �(.,,...!>L,r1 • C • • /� • ,'�? ,*4-.,, ��. ::•.�,,>>.14 .rT tl► 6, j�'{k�i •'ti;'.: !Z,r 1 !' aar'r 'r t Highbush Blueberry, Vacolnivm corymbown s•. J .. .>t, +":,/, ' fir% W tw.�-11,f';�,' PATH LIGHTS 50W, `BRA ' ;. , ,, f.�j.<t ��, °r ;.:>:ram „� x•� �.�;JS:•r .2 WltGhhazel, Hamamells vir Inlana ,r fi:�r'rtry'- ^::"t? fit.: a ��.. � -., 't t'a' �,r.r, ;: �A•,.: s�._..,,' " Ie6A 8&52 t• I �;(1� ^re,*i''o?r .+��,j �e,•�.wti.\; �fe>ii+?/'t^;+ ,� ,,•' .+. '';:,''•� ,! + .!'j'• Ox A5 REQUIRED • • �{, a; : i:�rtk'a5"1 :..ti.' ..f,�, �,a=.<<.�;�. #�:i Y:�-.1 ;�: .,. �;t., j. ,: Ever reen Shrubs r °•,):,L. •..`w'+ fY.A '-t;"^•.1' t)•" t.ti ,hi ,t'.r. r,v�l.. >;�.::•r'f: ►.:r':.r^��•,••. y'H. .e t Inkberr Ilox labs :, :,; •.,i lf•• .f:j`.;;'t .:,.:,,, :i ir,•r?�^.'.'`'t. '..try >r•'ti.,�,r•. •:�• »'•••r..: 'i:}r,, ..:.i`.:.,„}:}ai:}'•:\t;a'^ alom.nra .,.Hat e.kn,a _si„ B . ., ''t. ,.,,`%..•:' i%:' '.Li r '�; :,:: rs'♦.,i•' .,.i,Y':'1•• .vt2'' ;i�:. 1' y' g B + t.°=:+:" ='t' '' Plcwlting Sed, Mountain Laurel, Kalmia la!tifolla B D B • '''< :"� �' Doaldvous Shrubs - • (; • • A • :r :x'r Evergreen Shrubs :::-' 31r1a1I Troe, Native Ornamental Grasses .` �;' brasses • . rr _. Eastom �,d Perennials Broom Sedge, Andropogon virgintcus «1 t :. Small Tree, Virginia Wlld Rye, Elymus vlrginlcus • LAWN •t ' • ' •. . Eastern Recbud Purple Love Grass, Eragrostls spectabllis EXISTiNb •t 5witch Panic Grass, Ponicum virgatum LAWN '1% Planting Bed, Little Bluestem, Schizachyrivm saoporlum (NON TURF) PATH .' . Deciduous Shrubs WALKWAY LIGHT r, 50W, :•8 Evergreen Shrubs BE6A 21-13 Yellow Indian brass, 5orghastrum nutans w " _�ft5 (GHTS " L MOUNTED PALL MOUN "La" l^1,41..L MO - -'\ , , ox �c,.u-it�° -;%- ``,ra°°e° ox As R>=c�l'IRED Turf Grass Lawn) i Peremlals O ` Hod e: Red Twi Do wood r ,i 9 9 9 Drou ht Tou h Turf Gass Seeded Lawn 21w GF, BE6A �, iv4MP L , STEP �, F GHTS, ,_ ,r 9 9 Q. I , 9000K GF, BE&A 2520P, �iW GF, BE&A 24115P SWK EM&A '7 \\, '" - J Non Irrigated, Non Fertilized Z A a I5 13/4", B = 4 '", ' 1,250 52'3 OOK I 3000K -\`'__ _ _ _ r \\t .t . , . ;; Loge brasses Existln i r ; � ir, r,1 __t-.,r:_=.�•� Lawn (Non Turf) W 3/4" N M 11 / 11 N N N/ N \ - / ---' - - -- -- - - - - Existing LOWn W B ■ 8 , G ■ 4 = 1 , B w 5 , G ■ 4 A • 10 , B ■ 4 , G ■ __ ,,:.• �,, Large Grasses . . Non Irrigated, Non Fertilized - Planting Bed, - �+" ,a Deciduous Shrubs .. .: ' ' Planting Bed, ' /,\ _ 1 "` - 1 / .. Evergreen Shrubs (Deer Resistant) • , / ' ' '�' Deciduous Shrubs .� -- r-1 - - -. - - -- -- ----- ---- brasses -- - - - - - - - - r >::.": Evergreen Shrubs ,: •_,:,, ~: y B ',:'T Grasses �` :�,?;^ -a A ,.. \__, Perenntals ., :.: " .. ,'' LAWN STEP LIGHTS,4W A`YX't° B .,•., I Ox A5 REQUIRED �_ :; • C • • A • • B I 1 s PATH LIGHTS,SOK — — s ��. u t BEGA 8852 �:4:,' • ON A5 REQUIRED E - PATH LIGHTS, 50W, t I E BEGA 8852 LAWN '. ,, M 1 F, > ON AS REQUIRED d. .; u.. "• C "' k' STEP LIGHTS,aW, _— • v BEGA 2915P Q t e. -- n :'/y -r T ON AS REQUIRED } m `_ _� - - -_ ems- ,t.: ,S,:fin <� 11 II 11 II 11 11 11 11 ,' .i'• J n E �'�4T —L—I } , F — LIGHTS, `C� NCB AREA -�FeGADE IN�LL • :.:`: Planting Bedr Planting Bed: i r "?:: �' 0 e�E6A 8a�sa 5o BE6A 21-►3 POLE LIGHTS LIGHTS Dectduays Shrubs tDeer Resistant) } W, r ': Deciduous Shrubs W .� a50 U_� BE6A 6610. 5'38 Evergreen z -� OK A 6141 MH, : asps Evergreen Shrubs I LL B ■ 1. G = 2 - 5, B ■ 1, G - 4 6 00 LUMENS — _----- Perern a s W r � = �' Perenni l A e 1 : G = 21 -----A = 6, G e 6, V Z B ' ' �� � X. W a I � 12' HI&H a:... N -'-�- • . .•�, ,,,` —�� GONG. < \..,;` ----9e .SLAB Large Grasses Q 0 2 '' ''' Smal I Tree, : r` 1 VI N EY ' : " ' Eastern Redlx,d ' cor �-_ w• CR�1$IiING/ 5ma11 Tree, LOADING AREA Eastern Redbud —� —� I I • •• LAWN B Hedger Red Twig Dogwood cb S y�Q � I I / .G'� '- TFF � I I,; I 'Ar .P_ c z . • .A_ WALL MOUNTED RAMP '`' �� :j' . .. LIGHT'S 16K <'� �� �� I `;'`• : '•` BEGA 2'320P C' 01 1 TIAL SIT L HDSCA IGHTI PL _ t.: ( Ox A5 REQUIRED � iS' 7953- _� -- I i EXI5Tix6 / / �� �� , B � LAWx / A SCALE. 1 = 20 -0 I I � Mox TURF, 'a :,';'x; P�tOJECT � 0911 ,',*(* • ._' ' I ; DRAWN Y: I OVERFLOW PARKING '... ' 'I'. i Hedge, Red Twig Dogwood CHECKED BY: NS :.t`. ti: :1 .. • IN6 LAWN(NON TURF) '.' .. DATE: APRIL 5 2011 • L• :}• :a :. •ice►w•/l41 ; ! -L ''•• .. .*,'.•^.. ,,,•. .y• .'' .t' �f�LT�I t4�Ii�,}1rG�L. '' •\' '•>:•' .I' ~''• '•,-,•'rt. .''.7VIV-r!VIN6' ,t.- •„: .: ,•�• :., . ,j••� ' t SCALE: ''_ 1" =20'-0" '�� '-- • ': >. SHEET TITLE: Q R LOW�:P;A#��C1%"�:.. ' ',�� . .:,.• :�' . . . SITE t': . AND S A C PIN C �����j.ra� }; G ;:= & LIGHTIN ..r: :; :t,, '. p p©L4,i.ifG7r,i�a,'"iV a"" 't .••. . ::: :,Mekii ::loan ' PLAN - :, > . ,r• :.,: .•.. .. ,•••, •.,•: ... .,_ ' n NOTE ALL. TREES IN THE OVERFLOW ' .• ," t,, "'� •`:' SHEET NO.: . • PARKIN& AREAS ARE TO BE REMOVED ' . .1 r AND TRANSPLATNED .T• y: ;r,. ':' . -t�, i I ;• . ,\ . )�' "L:' I :t • :t�, .t. N D . • +.• .,.' I j is ..1.•. ;•.>•• l 'a ,• TU RBI REVISED: Dec. 3 2010 GRADE LINE ELEVATION 50.5 FT. \ Dec. 2l, 2010 RETAINING y+tALL. ' MIN. 2' MAX. FLOOR DRAINS IN BUI LDIN6 T/F EL 21.0 TOP OF POOL 0 � ILDING WA 2q. T. BUI DING KALL LL GRADE LINE ELEVATION + 20A FT. - 50LID FF EL 34.0 q4s LFF EL 21.0 I' MIN. 2' MA3C. 0 - 0 RIN65 �'MAx. TOP OF POOL � 6 .5 T• GRADE 2'1.0 FT. 1/4"/FT. 1/8"/FT. 2 FT. i� SETTLE 8" T. MIN TOP OF POOL IE. +2"1.4'i To E +25 LEACHING 3-1 MENT POOL _ TANK IE. +18.3a XFAN510 GRADE TRAPPIG PROVIDE WATERTIGHT fMNNOLL IE. +ICH E. +18.4'1 POOL 1/4"/FT.MIN TOP OF POOL SLAM COVERVE Ili C AT OVERS IRON IE. +18.011 IE. +18.3 E30T OF POOL IE. +18.04Y I/8 /FT. T. ' w BOT OF POOL GRADE 53.5 FT. GRADE 2TO FT. 5EPTic 6.5' a fit. 72 T �� ft. T. To ORRADe LEACHING 5.51 TANK POOL �- GROUND y,�� + EsOT OF POOL �' z - - - - - - - - - - - - 1/4717T. MIN + T. WASTE WATER PROFILE FOR WINERY ' MIN -�� GREASE _ 11 MIN, 2' MSC_ -j"_GROUND WATER I� SYSTEM A2, NO SCALE IE. +28.05 �`P Iq it. 3' MIN �>T it OUTLET I IE. +26.08 + �tA o OUTLET BEARING LO=ING CAST IRON q4S' D' P'RATo!AND C OVM TO ARADE TGFi'D PLOW DIA PROVIDE WATEWTISHT MANHOLE \ LINE �f TGF!°D dJ �$- COVER INSERTS AT EACH CAST IRON / """HE°° '°E SEPTIC PROFILE FOR WINERY 9 TRAFFIC,,� 20" 1J SYSTEM #1, NO SCALE Q `� F )w • Z [J-j 4. IINL.ET WIN.4 DIA IP TGMED MIN. ® ® ® IG'-O' WSW TRAPTIG BEAIRII'IG IAGKIPIG CAST IRON ® ® S' MIN. ; P OVIVE ME MATS TO E SEPTIC TANK - 2000 GALLON I■OVM I SE T S AT E CH1-11A CA Is coven INSERTS AT EACH CAST IRON SEPTIC SYSTEI�'I® ® BEARING C4OVER IPticltT9 AT EACH CAST IRON Coym PIWSHM GRADE $SLABS CAST IRON COVERS A TRAFFIC BEARIN6FINISWD Toll SLAB .: Zp■ , INLET INLET TO W ANSA MATERIAL '� N OUTLET PFIT0111w t-55 �T� SAND, Sml OR-95 IA ;0 �D 10' DIA. v ITC IW FLOW IA. ®® ®® 8'MIN.LINE C+w 0N MIN.ABOVE INDABOVE Uj Q � ry $ p PROVIDE V.I • f tr� DeARINb COVER INSERTSAT EAC44 CASTMANHOLE IRON SLABS COym 'w BAGKPILL MATERIAL TO BE b'MIN.PCNtTRAT10N 5AC*r1L MATERIAL CAST IRON COVtRS v GLEAN SAND,AND GRAVEL IN VEIN STRATA . TO Ve V ZM SAND, OF SAND AND GRAVE. AND OIVVM TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON N.T.S. WASTE WATER SYSTEM N.T.S. WASTE WATER SYSTEM INLET n OUTLET ;p MIN.4'DIA D CAST IRON GOVCRR ltl WKITC.IeN FLOW MI b'DIA. LINE MIN. .� A!"3TE � ATIER CALCULATIONS TOUR I0 mus TO SEPTIC TANG Is -' VACKPILL MATERIAL To BE b'MIN PEPIt=TRATION 9 � m C ZAN SAND,AND GRAVEL, IN VI"IN STRATA or SAND ANv GRAYm t11 MONOLITHIC I. WASTE WATEIR PROCESSING TYPICAL LEACHING POOL DETAIL a ° WINE PRODUCTION AREA v 0 ° 3 WASH DOIRlVN OF WINE MAKING EQUIPMENT 395 GPD N.T.S. SEPTIC SYSTEM z g; I v 395 GPD > w' "" in TOTAL WASTE WATER PROCESSING WASTE WATEFZ PROCESSING REQUIREMENTS: rlPe e'-o■ n w. a N U WASTE WATER SYSTEM -395 GPD 1.SETTLEMEINT TANK: 395 GPD x 2 DAYS FLOW = 790 GAL eO G REAS E TRAP Q ~ U � (1) 1,200 GAL SETTLEMENT TANK(STL) (8 FT DIA x 4 FT LD) SANITARY CALCULATIONS 2.LEACHING 1POOLS 395 GPD 11.5 SF I GPD =263 SF N.T.S. SEPTIC SYSTEM USE 10 FT IDIA x 10 FT HT POOL(LP) I. ALLOWABLE DENSITY EFFECTIVE: DEPTH (10 FT. DIA. X 9.67 FT. HT.) = 303.6 S.F. TOTAL ACERAGE: 39.78 ACRES (NON PLANTED VINEYARD) PLUS 50% (EXPANSION (EXP): 10 FT DIA x 10 FT HT 60.JIM HYDROGEOLOGICAL ZONE: ZONE IV TEST HOLE BY MARK ONALD WATER SUPPLY: PUBLIC WATER GEOSCIE CE TYPICAL CLEAN OUT DETAIL ALLOWABLE DENSITY: 39.78 Acres x 600 GPD. = 23,868 GPD. TEST HOLE DATA(416/2010)SOUTHOLD, NEW YORK 11971 N.T.S. GRADE EL:26.8' ��,(E OF ��ElV y0 SITE DENSITY CALCULATION Sr., ° WINERY: 1FT. DARK BROWN LOAM OL N F� DRAINAGE CALCULATIONS: 1. TASTING ROOM (5 GPD/Occupant) 3 FT. BROWN SILT ML A- '1} y2 r ROAD ENTRY I 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 �. D "A■' = 2. OFFICE SPACE (0.06 GPDISF) 1,576 SF. X (2/12 FT.) X 1.0=263 CU.FT. ( � 14,662 SF. X (2/12 FT.) X 1.0 2,444 CU.FT. 4 FT. BROWN SILTY SAND W/20%GRAVEL SM 0.06 GPD X 1,498 SF = 89.9 GPD USE: 4 8 DIAMETER x IT HIGH POOL BROWN FINE TO COARSE SAND SW f' r� 01795 - G� �D` USE: (1) 8' DIAMETER x 6'HIGH POOL ( ) 3. WINE PRODUCTION (0.04 GPDISF) �s (1) 8'X 6' STORM DRAIN RING= 253 CU.FT. (4) 8'X 12' STORM DRAIN RING= 2,026 CU.FT. 0.04 GPD X 3,147 SF = 125.9 GPD = A USE: (1) 8' DIAMETER SOLID WALL DOMES USE: (1) 8' DIAMETER x 4'HIGH POOL 4. RETAIL (0.03 GPDISF) 23 FT. (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 'P (�J T NO: PROVIDED REQUIRED USE: (5) 8' 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 J DRAWN BY: NS & UT DRY WELL AREA X RAINFALL X RUNOFF FACTOR 2,464 CU. FT. > 2,444 CU. FT. SITE DATA (DW) "E" 16,424 SF. X (2/12 FT.) X 0.6=1642 CU. FT. CRUSHING / LOADING AREA II. SANITARY DESIGN CHECKED BY: NS USE: (3) 8' DIAMETER x IT HIGH POOL DRY WELL AREA X RAINFALL X RUNOFF FACTOR SEWAGE DESIGN FLOW: SCTM # 1000-35-01-24 (3) 8'X 12' STORM DRAIN RING= 1,520 CU. FT. (DW) "B" 3,545 SF. X (2/12 FT.) X 1.0=591 CU.FT. USE: (3) 8' DIAMETER SOLID WALL DOMES USE: (2)�8' DIAMETER x 6'HIGH POOL WINERY: PROPERTY: 825 Route 25 DATE: APRIL 5, 2011 (3) 8' 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 7.5 GPD X 100 Occupants = 750 GPD OWNER: Jemco Realty Associates, LLC SCALE: NO SCALE PROVIDED REQUIRED USE: (2) 8' DIAMETER SOLID WALL DOMES PO Box 67 1682 CU. FT. > 1642 CU.FT. (2) 8' SOLID WALL DOMES= 108 CU. FT. 2. OFFICE SPACE (0.06 GPDISF) PROVIDED REQUIRED 0.06 GPD X 1,498 SF = 89.9 GPD Greenport, NY 11944 SHEET TITLE: TOTAL 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 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 DETAILS/ FOR LANDSCAPE IRRIGATION. LEED CERTIFICATION -OVERFLOW SEWAGE FLOW =982.7GPD WILL BE DIRECTED TO SAME SIZE DRYWELLS TOTAL SITE SEWAGE FLOW= 982.7 GPD ZONING: R-80 CALCULATION STORAGE AREA X RAINFALL FLOOD: TANK 3,803 SF. X (2/12 FT.) =609 CU.FT. III. SANITARY SYSTEM REQUIREMENTS ZONE Zone "X" (TK) "C" USE: (2) 8' DIAMETER x 6'HIGH POOL SEPTIC SYSTEM -982.7 GPD SURVEYOR: Peconic Surveyors (2) 8'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. USE: (2) 8' DIAMETER SOLID WALL DOMES USE MINIMUM: 2,000 GAL SEPTIC TANK (10 FT DIA x 4 FT LD) Southold, NY 11971 SHEET NO: (2) 8'SOLID WALL DOMES= 108 CU. FT. PROVIDED REQUIRED 2.GREASE TRAP (GT) 615-CU.FT. > 609 CU FT. USE MINIMUM: (8 FT DIA x 5 FT LD) LICENCE NO.49618 ; AREA X RAINFALL &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 (DM "C" USE: (2) 8' 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. USE: (2) 8' DIAMETER SOLID WALL DOMES PLUS 50% EXPANSION (EXP): 2 -8 FT DIA x10 FT HT (2) 8' SOLID WALL DOMES= 108 CU. FT. PROVIDED 609 CU.FT. 615 CU. FT. > 35 GENERAL STORMWATER POLLUTION PREVENTION NOTES 130 ( I SITE DESCRIPTION Development activities for this project will consist of the construction of a new winery 34 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; S®uN®TIOAD / / / \\ 1 �� I I Installation of proposed sanitary system and water lines;electric lines;wind turbine; I paving of the proposed road;construction of the building.All Improvements are to conform to State,County and local standards and specifications. 25 2�.0 / I c7p Z I \ IIII I I GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE I/ < ` Z \ o o \\m�\ To or OF SOD 7�OLD \ I I i 1 I I I I 1. Installation of erosion control measures(slit fence barriers,slope stabalization, / Z 1 �\ O O \ \� / I \I f 11111 I I construction entrance). 2.Gradingof the r road O // \O O z I � O TTl\ \ \ 1 128b•77 1 i•1 1 I i I I 3. Installation of drainage structures,sanitary and water&electric lines. 2' I \ \ � \ I I 1 I I 1 I 4. installation of remaining erosion control measures(Inlet protection). 9X W \ D \ 5. Paving of the proposed road and parking lot. 4 Z) ZZ Z / �1 tV O G7 ��\ 5b I ( 6. Excavation of the basement and construction of winery. i N\ OC O / D Z \\ �� \ \ I 1 I i I I I 1 I 7. Final landscaping L > TMOAD / �]\ r, ( D m \ \ \ \ 1 I I I I I I 8. Removal of the erosion control measures. BOUND ( Z o cn -'' ro �� 1 \ \ I ry " m � ��� SITE DATA ( PT Z c� Z \ rn 0 u' N27•33'20 W. ��' 1 I \ \I 1 1111 I I I " I.�J \ m --� \ I \ }� I I I I I I I I Cr Site Area: 60.22 Acres z / o 1 548s • \ I \ \ I I I I I I 1 I r*� Pre-Development Runoff Coefficient: 30.00%(light vegetation) 5 / r Z Z\ y \ \ I Post-Development Runoff Coefficent:32.2% _ �ro m __� 1 \ \ i I Ili I I I \ son classification:see test hole a Z // — _ m-� PEER FENCING \ ` / I I I I i \ Receiving Waters:Low point on site 1 � � •� \ \\ \ I\ �111I1I11 I \\ POLLUTION CONTROL MEASURES N27'47� �— \ \ � \ � �� I 1 ril/F, ZIn accordance with the provisions of the USEPA General Permit,storm water managementLAM and erosion and sediment control measures Including,but not limited to,the following shall be employed during construction: N ��0i I \ 1 rn IIII I �.O I A. Existing vegetation to remain shall be protected(by installation of construction fence or / I .\ \\ I 1M 1 I I I 1 N(0% I other approved means)and shall remain undisturbed. 0 Z \ uI I II 1 B.Clearing and Grading shall be scheduled so as to minimize the extent of ex,posd areas and the length of time that areas are exposed.A maximum of 5 acres shall be disturbed at \ \ \ III I one time unless written permission is granted by the NYSDEC.Graded and stripped areas }. / rl \ \ I I I I shalt be kept stabilized through the use of temporary seeding as required.Seed mixtures Z / O \ \ \ \ I I I 1 cb N I 0 shall be in accordance with the soil conversation service recommendations. C.Bare soils shall be seeded within 14 days of exposure,unless construction will begin within Q / Z completed, r If constructton on an area Is suspended, area shall LU -p - - - 21 days as sections areo us ed the O be seeded immediately. ® / — EXISTING LAWN \ 1 \I\ I \ --! \ a. Seed preparation-scarify soil If compacted,remove debris arxt obsticlles such as rn 22 O• — _ — \\ \ \\ 4 O\\\\I W\LT% \ roots and stumps. *• / NIDIF 3 i 1 \ II 1 0 p, 1 A / f b. Sol[Amendments KDN TOKOSTA � o — I O I -� t., 1.Lime to ph 6.0 I EXISTING LAWN 11 \\ �I1�1 I O 1\ 2. Fertilize with 6600 Ibs of 5-10-10 or equivalent per acre(14 Ibs/100 sq.ft.) n O I \ III Cr1 \ c.Seed Mixtures LLL 1.Temporary seedlings 1 a. Ryegrass(annual or perennial)@ 30 tbs.per acre(0.7 Ibs per 1,000 sq.ft.) 30 ^ ��II �G'�\ 11 b.Certified"Aroostook"winter rye(cereal rye)@ 100 tbs.per acre 2 ::5 \1 \ (2.5 Ibs per 1,000 sq.ft.)use winter rye if seeding In OctoberMavember. Z U"k 8 _ _ 20 _ _ — / \ , \\\1 \ \ 2. Permanent seedlings-See Landscaping plans LU 1.9 / N3UIN E PROTEECTRAINAGE sTlTO BE IN s AND Runoff D I \\ \ \�\1 1 \ D.The length and steepness of cleared slopes shall be minimized to reduce nunoff velocities. X LU „ MiAINTAINED THROUGHTOUT CONST. Runoff shall be diverted away from cleared slopes. '2 0 --� _ (T'YPICAL) N cs? OO E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public N roads or drainage systems. Sediment barriers shall be Instaled along the limits of disturbance I O prior to the start of construction and shall be maintained until construction is complete. ,.��( RO�o N �- tg EL WAf �� P 3 S o PLp F INIALLL \\ \ \ �\ F. tracked lllonto local zed t roads.The ruction rconstructioance shall ne ntancenshaled l be maintained until the sites perm prevent soil and loose debris from anently y P` GRAB ' AR \ \\\ \ \ stabilized.Any sediment tracked onto public roads to be removed or clean on a daily basis. .� O O G.All runoff shall be retained on site In accordance with local regulations and approvals.Drainage \ ( ` \\\ \ inlets Installed on site shall be protected from sediment buildup through the use of appropriate Inlet protection. O H.Appropriate means shall be used to control dust during construction. O O ®'- -lam _ ( .ti r:.., r.- .r WAY r•,.o_ p :`,,, \ V)lVEL DRIVE �.�"— 7 D 1�►► -- —� snNrtwra r ILT FENCING TO BE to \\ I I I.Sediment barriers and other erosion control measures shall remain in place until upland disturbed ti /-- �M --- --_� - aYETEkA ::' MAINTAINED DURING c GRA ® r— - C rc _._--� _�— ,``>'"' _ \ CONSTRUCTION \\\ I areas are permanently stabilized. Following permanent stabilization,paved area shall be cleaned of n tTY� _ — a®r' o�' — - _ L RACE soil and debris and drainage systems shall be cleaned and flushed as necessary. • TER \ � T 1 - _ \ a e s s sa _ .."..r- _ s \ Qo J.The owner/operator/contractor is responsible for Inspection and proper maintenance of erosion control a o J k r.r.4 Y o t0 s GATE �.�. �- �"°`"1Ow �� ill RUSHING PAD , 1 \ V measures. Inspections must be performed by a certified erosion control specialist,licensed ;��' W _J" j a ASTERwATER ( ` 1 1 -P P professional engineer or a trained technician working under the supervision of a licensed professional Z Q a SYSTEM 1 � Z LL MAIN EN / w ——— 1 , i - engineer every seven calendar days and Immediately after periods of rainfall greater = UJ• - M ui h tN�ifpR, �� w �� \ \ I 1 �'► than one half Inch. Maintenance measrues are to Include,but are not limited to,cleaning of recharge a CIA EXIT w ' ( \ 1 I I 1 basins,sediment taps and drywelis,cleaning and repair of sediment barriers,repair of berms and N w \ ® \ I I I runoff diverters,and cleaning and repair of inlet protection devices.The owner/operator/contractor W• A w is required to maintain copies of the NOI,SWPPP&General Permit on site at all times.N01 and 5 tT_ TIO i _ w 1 ( 1 � � \\ I I I General Permit shall be posted at all times. -� w ' 1 I OVER�LOwul INLET PROTECTION TO BE INSTALLED rN l w \ WITH DRAINAGE STRUCTURES AND \ I K. During construction,the contractor will comply with all local regulations concerning the disposal (0 Colt" / PARKING I O O MAINTAINED THROUGHTOUT CONST. '" '�` ■ 085 5 O ��ppyyyyN (TYPICAL) \ /5 1 of solid waste and debris and toxic and hazardous waste,as well as sanitary sewer and septic system • w --� �'� �'� 1 \ 803PACES OVERFLOW_ / w ` e} _ _ ( \ ( regulations.Temporary fencing shall be erected around the perimeter of the site along with the — — .►►�- tp ( GRAi4 EK NGa 1 \ / / I placement of dumpsters to control the buildup of debris.The contractor shall periodically clean up w i-- �— ��' \ 42 SPACES ( \ / / / any debris accumulated along the temporary fence and empty the dumpsters regularly. 3 �l a �� _ 120'H WI TURBINE \ v - w ! e —_ _ —DE ` _ — — STING L'� // Lv L.After the project Is complete,the owner/operator will be responsible for filing a Notice of Termination — w -- a —_ ( _ \ I ____ 1 \\ ��� (NOT)with the NYSDEC to Close out the open SPDES General Permit No. GP O OS-001 for L_ J ( •/ Storm Water Runoff from ft construction activity. ��� �v R M.end contractor must complete the construction sequence schedule in the report with start and S�C,G�( L.STF��O'Air dates. T $DU Unless otherwise directed by the owner,the contractor Is responsible for maintaining ft necessary 15/ HOLD INC I 0.1 g'301 10 C0N1C LAND�NO A ' ( / O / records of construction activities,preparation of Inspection reports,and reporting release of pollutants '; ( / to the proper authorities as necessary to comply with the Nationwide Permit.The contractor will report ; S3 N101F FE ► / / // / I any required modifications to the SWPPP necessitated by field conditions or construction activities to / ( ►V the Engineer/Architect for revision of the SWPPP where appropriate. �G� 017953A / DEER FENCING / / ((iRED AR ^) III cn ono II ,PROJ NO: 12.5 :"� ..--•T 11 1 c`4 INS \ 0911 982.817'25 S21'34'40"E 410.00' 35 \1\ \ .m 11 SITE DATA DRAWN BY: NS S21'05'30"E 30 30 \ SCTM # 1000-35-01-24 25 � � CHECKED BY:NS PROPERTY: 825 Route 25 N/0/F PE(CONIC LANDING AT SOUTHOLD INC. Greenport, NY 11944 DATE: LOCATION MAP OWNER: Jemco Realty Assoclates, LLC APRIL 5, 2011 PO BOX 67 SCALE: Greenport, NY 11944 1"= 100'-0" TOTAL SITE AREA: 2,627,975 SO. FT. = 60.33 AC. SHEET TITLE: BY MARK McDONALD — TEST HOLE VINEYARD. 895,158 SF - 20.55 AC NO SCALE GEOSCIENCE / / SOUTHOLD NEW YORK 11971 / / NON PLANTED: 1,732,817= 39.78 AC OVERALL TEST HOLE DATA(416/2010) , GRADE EL:26.8' SITE PLAN ZONING: R-80 1FT. DARK BROWN LOAM OL SITE //; FLOOD: Zone "X' SWPPP P P P. ZONE FT. BROWN SILT ML SCALE 1"= 100' 9+H+M SURVEYOR: Peconic Surveyors 4 FT. BROWN SILTY SAND W/20%GRAVEL SM g / 1230 Traveler St. 23 / Southold NY 11971 / . LICENCE'NO. 49618 SHEET NO.: BROWN FINE TO COARSE SAND SW 100 200 300 400 500 /% ! DATED:1993 w/ update GRAPHIC SCALE 'j j� OCTOBER 21, 2009 2 FT., VINEYARD NO WATER ENCOUNTERED %/ �s / REVISIONS: I SOUND ROAD NOVEMBER 12, 2010 REVISIONS" JAN. 10, 2011 (SHOULDER RE- CONSTRUCTION) 1 I I It IPA POLE Lu N I 240.77 w LIPA POLE O I ; 41 ® Z I� a° I TALL METAL PIPE O OF PROPERTY I .� W pz EXI5TIN6 VINEI'ARD_ut� -,�_ -� ; � uj RDAD ;� OA5T IRON INLET BAI�,SY5 5 I"Tt'�' '� GRATE UPA POLE I PAL' O 1 _ , 3 EXISTING \/INEYARD I i EXIST NIING w, EXIST. GE / Lu ' TO BE MOVED AREA OF A POKE ENLARGEMENT \� I f L - NOTIES: c iT� pppSEfl pip \� a 1. CONTRACTOR TO CLIEAN EXIST. I •N�tN P`R UPA POLE ] \ DRAINAGE BASINS AILONG AND h E IT S IMMEDIATELY ADJACENT TO THE NY 25 SITE FRONTAGIE AT THE xb I ui 04 COMPLETION OF CONVTRUCTION O E R � 2. REPAIR EXISTING SHOULDER, SIDEWALK,AND CURBING AS Z ' WITH pER Q \ ORDERED BY STATE ENGINEER . G1N ENTRY p` ' pf'`T�&rAT IGPTIONS DG w \ FRO ` ' 9T. �fy , _ 05 z LIPA POLE R= q FRIF Q A I R I W —I• v 3 •:1 ,,'p.i_, Q N BEGINNING OP // EXISTING \r'INEYARD UPA POLE uJ GONG. CURB lJ_I F I cn cn OW EXIST. HYDRANT EXIST. HMRAN z Q � POLE OF PdF_!�r S�PG.1 L.STF� 0 �f UPA P" (� LIMIT -45 MP EXISTING V I NEYARD � w a � � n PROJ T NO: 0911 bt PENOIN& OleRAWN BY: NS CHECKED BY: NS mENDATE: L RGED SITE , PLA a CURBCU � // �• APRIL5, 2011 SCALE: 'I" = 20'-O" 40 60 �i � �� SCALEAS SHOWN C� �I SHEET TITLE: MZIMMOA [IPA POIF \ PARTIAL 0 20 40 60 80 100 M�AL IM GRAPHIC SCALE TTr INSTALL ° P TM SITE PLANS w AT CURB CUT TI L SITE M A PLAIN' IN ROD SHEET NO: mwmwww� SCALE: 1" = 40'-0" 0 40 80 120 160 200 GRAPHIC SCALE REVISED: NOVEMBER 12,2010 REVISED JANUARY 11,2011 (BICYCLE SIGN-SHARE THE ROAD) rM IUItr TOP OF PAVEMENT OR STONE TYPICAL DOME 10' CURVE 24' WIDE DRIVEWAY CURVE 10' EXISTING PAVEMENT —! (S'PLANS FOR C,SLAB ���� N.T.S. PITCH 1/4" PER FOOT Lu PITCH 1/4"-1/2" �.". Q- �0 PER FOOT �=Y�•-�: O � ASPHALT SHOULDER ram; i5' QC El ® ® ® ® ® ® ® ® DRIVEWAY/CURFul" PROFILE �u= o ® ® ® ® ® ® ® ® ® o Y, r Rt• N SEE PULL ~r SECTION THRU m FOR INVf5FT5 ® ® ® ® ® ® ® ® ® ix.:. • BULL CURS 0 � ui Z N a SEE SITE PLAN S' MIN. EXISTING PAVEMENT YAM STE CAPS (4' MINA SEE 51TE PLAN FOR DIM EXIST. 2"TOP COURSE (ITEM 402.098301 b ITEM 402.098311) 'D : PAVEMENT 21/2"BINDER COURSE ITEM 402.198901 b ITEM 402.198911 <Ll \-SIN6LE STORM DRAINAGE RING 5HOY41 It . f uj SUBBASE SAGKFILL MATERIAL TO BE GLEAM 5112" BASE COURSE (ITEM 402.378901 b ITEM 402.378911) SAND AND 6RAVEL 6" SEE ASPHALT PAVEMENT SUB BASE COURSE (ITEM 17304.101199) CONSTRUCTION DETAIL STORM DRAINAGE RING TYPICAL NO SCALE get TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT DETAIL LIFT AND A THE JOINTS BETWEEN NEW AND EXITING ASPHALT PAVEMENT EDGES. CONCRETE CURB ROAD ENTRY / CURB CUT AREA DRY WELL AREA X RAINFALL X RUNOFF FACTOR TYPE VF 150 ASPHALT P"E ENT CONSTRUCTION (DV1�°'D°° USE:(1) X (2N2FT.) X 0.9�237CU.FT. Im �+ USE:(1) 8'DIAMETERx 8'HIGH POOL NTS BE RAMPED DOWN TO ZERO TI GH�ISTINGREVEA U THE LAST U E:( 8'STORM DRAIN LID L D M FT. USE:(1) 8 DIAMETER SOLID WALL DOMES (1)8 SOLID WALL DOMES 54 CU.FT. 10 FEET AT LOCATIONS FACING TRAFFIC PROVIDED REQUIRED O 307 CU. FT. > �7 CU.FT. 0. z W I.1.1 I♦.fn. V rKOJEt; I= T SCTM f 1000-35-01-24 cS z ' Ln Ln -j o o EE z _ � z EXIST. EXCIST. W• < N = g . 81 VINEYARD �° VINEYYARD W• N u WORK AREA SEE SITE PLAN SHEET N N Q #6 { 1ST Om w4y_ L 0 I T.Nw I&N T of T�RuclO AREA YwUrH Z tz� Z O = Q p Y p Z ITA4 bPAGEED AT 2'f Z = v1 ~ a R'W 7 UTILITY UTILITY CQOYC O POLE POLE POLE EXIST. POLE ZOp N LIPA 6 HYDRANT LLIPA *46 Wes; ' OrPAi°'�"r SIGN SIGN SIGN SIGN 5 r`1 L ST�c�`O,p`� • o-e- —S._ �_ �a_ •— �_ •_ • 51GN _ — . — R6dTE-25 z arouc�r r� � UTILITY"'—"'s. rxlgT +�wr T _ mar�M POLE SIGN {M iT UTILITY UTILITY UTILITY SIGN S. } ur1uTY " -- — — — — �°""'�"" TRAFFIC � POLE � POLE L POLE POLE TRAFFIC REFERENCE MARKER �i 22� EXISTINS EXISTINS EXISTtto Cogs 25-0704-1674 a � G� _ lfi'f T CONES G)m DRI)AMAY DRIVEMY EMVS'VAY pm T i+ �{pAD SIGN y REFERENCE MARKER 0A, V �v E Kc SIGN Z 25-0'104-1672 p SIGN PROJ NO: 0911 51G rr _z NI O 45 MP OEM N E o m w DRA N BY: N$_ moory g �� � C7 C CHECKED BY: NS G t�+ CONES EVERY 50 FT LENGHT WITH A ONE FT LENGHT WITH A ONE FOOT LATERAL SHIFT TOWARD5 CENTER LINE DATE: CONES EVERY �SHIFT TOWARD 5uLD SCALE:ER APRIL 5, 2011 FOOT LATERAL � ��VOIDG LOCATION N.T.S. ROAD I TO A SHEET TITLE: MAINTENANCE MAINTENANCE AND PROTEGTIONI OF TRAFFIC PLAN & PROTECTION OF TRAFFIC NOTE: ALL LANES MUST BE OPEN TO TRAFFIC BEFORE CI AM AND AFTER 5 PM. 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STANDING SEAM METAL ROOF O ON 5/4" PLYWOOD SHEATHING OVER BREATHABLE ROOF 42" H GUARD RAIL (SEE CL UNDERLAYMENT , SPEC) Fm z 2XIO RAFTERS ® 168 OG ( IX4 MAHOGANY DECKING w IX MCP FINISH FL i 5-2X12' P.T. FLUSH -21 BATT INSUL W 2XI2 R.T. DECK JST 2X6 STUDS ®I6" O/C 3/4" PLYWOOD SUBF;L 12 SECOND FL 11 W&I TJI/36O ® I6"100 �� SEGON FLOO 5EGOND FLOOR TOP OF 5UBFLOOR r o TOP OF 5UBF . TOP (OF SMFL. /2" VERSATEX PANEL TOP OF PL T. OF FL 5/4 X 6 HEAD CASING WITH DRIP GAP \ W 8x2 R-50 GATT IN � L 2X6 G.J. ® 16" OG W/ I/2" SYP BD CEILING I OUTSWIN6 DOORS 5/411 VERSATEX PANEL PREFINISHED WHITE CEDAR SOFFIT WITH BATTENS � sHINSLEs (6" TO MCEATHIERJ MAIN T�eST I NG � �• � 1 ON 5/4" PLYWOOD SHEATHING ouT5WIN6 DOORS NINE 5ALE5 AND 15# BUILDINGS PAPEIR ROOM AREA TERRACE .;,� .'u� MAIN E1�1TRY =�- 4 4 C x 71,11 W �• � & W � Rr R-21 BATT INSUL W. _ U y 11 1, YV OX21 STL. COL. " .^ . .,,,:° , P W. N NEW 4 THK. GONG. SLAB I/2 GYP BD NEW 4 THK. GONG. SLAB ( NW. X6 STUDS 016 w/6xb, 10,(o NW.. REINFORCED w/bxb, 1°.o " O/C REINFORCED IX WOOD FIN. FL. PROVIDE SAWN CONTROL JOINTS -4 I-• u IX WOOD FIN. FL— PROVIDE SAWN CONTROL JOINTS IX6 WD BASE i 5 ^ 5/4" PLYWOOD 5UBFL AS REO'D (SEE SPEC) 5/4' PLYWOOD 5UBFL ASREQ'D (SEESPEC) II 11/8" TJI/560 ® I6"OC 5/4" PLYWOOD SUBFL N N II '1/8" TJI/560 ® 16"OC R-38 GATT INSUL- 1 1/2" STONE PAVERS II 11/5, TJ1/560 ® 16110G FIRR-58 GATT INSUL 1 1/2" STONE PAVERS-A TOP OF L. R-56 BATT I FIR51 FLI TOP OF SUBFL. F I RST FL - -- TOP 5UBFL ••. •'' d OF Nc4,/ OF FL JST e \\\ \ \ \ \ \ LINE OF PILASTER \ \ \ \\ \ \ \ 11 d„ \ \/\ \\ \\ \\ \\ \ BEYOND \ \ \ \ \ \ \ I/2 PLYWOOD CEILING 1�" \ \ e \ \ \ \ \ • :,. .; . • /\/ 2 RIGID INSUL. \/ I/2 PLYWOOD GEILI • \\ \\ \\ \\ \\ •: . *4: • \ \ \ \\ \ \ FULL HT OF FDN WALL ,• •:' \ \ \ \ d ° a / / / / / GCSE STORAGE \/\/\�\ \/\/ \\�\�\�\�\ P OJE091, O. 0911 0A5E 5TORAO • a FE \ \ \ \ \ AREA \ +' AREAi \ \ \ \ \ \ \ \ � \ \ NINE flRODUGT I ON /\ /\ /\ / / NS // • 12" THICK REINFORCED, \\ \\ \\ ( ,•. \ \ \\ AREA \ \ \ \ 4 NS \ \ \ 12 THICK REINFORCED a: \ \\ \\ \\ \\ a \ \ \ CONCRETE WALL .4 \ \ \ \ I CONCRETE WALL -' :..' ;• / / / �\ / 12 THICK REINFORCED •,: \\\\\\\ - 2" RIG1D INSUL. /\ /\ /\ /\ / / / / / \ / / CONCRETE WALL °• E: 5 2011 FULL H'r OF FDN WALL . \ \ \ \ NOTE: d. ..;; /\/ \/ \ �, \\\\\\\\ C d, \\ \\ \\ \\ FOR ADDITION FDN INFO •. \ XN�/ \ \\ NOTE:NOTE: e \ \FOSEE SHEET #2 • / / �/ / FOR ADDITION FDN INFO / / / / 3/4" = 11 . 019 FOR ADDITION FDN IN / / / / / \ \ \ \ SEE SHEET #2 a ( .d : :',..d' \/ SEE SHEET #1 $ #2 " ': . :' d \\ \\ \\ • ••• � \ \ \ \� .! .a.• • \ \ SHEET TITLE: b' CONc. SLAB WITH \ / / I 6' GONG. SLAB WITH \\\\\\\ \ • \\\\/ MV #5 REBAR • 6° e • e / /\ / /\ W/ #5 REBAR ® 6" / / "• .•• / / / / / 6' GONG. SLAB W :• ...:• \ /\ /\ /\ WALL O/C EA,.H WAY d \ \\ \\ 0/C EACH WAY \ \ \ \\ " \ \ \ \ \ \ \ � My #5 REBAR ® b \ \ SECTIONS \\\\\\ BA5 MEAT : :; \\\\\\\/ BASEMENT O/G EACH WAY :;•. a •�: ' \\\\\ BASEMENT / / / TOP OF SLAB ' � a • / / / / TOP OF SLAB '• \ \ \ TOP OF SLAB ea a .<a • e, G /I+ ,, e, + .ti.• i v • 'i .q '.. r : : ., . a', d • ••..•. .a a .a • - 1 /11 F e � NM/ • • �. •'•' • / / / " •d . ! .. �•' • , •: i X\/ SHEET NO: X/K \ \ \ \ \ X X X X \ T 0"' No a t 0"VER h H A WALL bJ'ftE(ft;T1011m at EINTRY- WALL SEU I ION at D RE CK SEA 1 SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" SCALE: 3/4.. = 1. -0.. �o N�i T ... � STRUCTURAL REVIEW BY STEVE MARESGA, PE DEBRISPROTECTION I0 � 1a8-O-1 WEST MONTAUK HICGHWAY, HAMPTON BAYS NY IIct4& FOR WALL OFENING FROTEGTION OF120 MPH 3-SECOND WIND GUSTS PHONE 651 -728 c1480 ( MAXIMUM MEAN ROOF HE 1(5HT: 3E1) SIMPSON LSTA - 20 6A&E RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGNCRITERIA: ICE SHIELD UNOERLAY-SW PRIMARY OCCUPANCY: WINERY SHUTTER ASSEMBLYREQUIRED - 24" FROM E06E ( A-2 PUBL I G ASSEMBLY) DE51 GN IN ACCORDANCE WITH N.T.5. PREFABRICATED TRUSSESNY STATE BUILDING CODE FOR PANEL SPANS: 0 < 4'0 WIDE SPAN a 24' OG OR 2XI2 R.R. a 16"OG 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT (OVERLAP AROUND OPENIN65 4 ) ALTERNATE POSITION of 55'-0" MAXIMUM O HURRICANE CLIP USE ASSEMBLY: SIMPSON "5 ASSEMBLY OW LOAD - (00 P5F L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 20 F5F. Lu �" #lOx3" (w/ WA5HER5) 6ALVINIZED OR STAINLESS STEEL WOOD SCREW a 16" O.G. WIND SPEED - 120 MPH W ALTERNATIVE FASTENE R FOR SHUTTER TO BUILDING: SIMPSON +a2 HURRICANE FIRE AREA SEISMIC DESIGN CATEGORY - B NORM Z #10 TEE NUTS ATTACHED TO BLDCT. w/ #I0xI-I/2 ( W/ WASHERS) RAFTER TO STUD. - MACHINE BOLT ® 12" O.G. �Od NAILS �N Y W L A-2 PUBLIC ASSMEBLEATHERING - SEVERE COORDINATE a,V ARCHITECT END BASEMENT AREA: 33'13 SF (GROSS) FROST LINE DEPTH - 56" CLIPS FOR TRUSSES FIRST FLOOR AREA: 33'73 SF (GROSS) APA RATED PLYY400D TO WEST SECOND FLOOR: '146 SF (NET) TERMITE - MODERATE TO HEAVY EXTEND TO TOP OF TOP PROVIDE bd COMMON EAST SECOND FLOOR: 802 SF (NET) co PLATE. NAILS a 4. O.G. AT DECAY - 5L I CGHT SHE EXTERIOR INN& of ALLTYP ICE SHIELD UNDERLAYMENT REQU I RED on � E OF CONSTRUCTION CONVENTIONAL L I GHT FRAME WOOD Lu CONSTRUCTION WITH SPRINKLER SYSTEM LTIPLE SECTION ASSEMBLY: I/4" THICK BOLTS ® 2' OG GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THI5 STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE A66RE&ATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY L oOO LAPTHIN& MINIMUM 28 DAY STRENGTH OF 3500 P51 CONSERVATION CODE. BEAM - TOP + BOTTOM. S. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE CL DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. > ui SHUTTER ASSEMBLY 2 x b e lb" O.G. PLATEN.T.5. STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWIN6. 11. ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE lm FOR PANEL SPANS.4' OR WIDER SPAN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPAC I N6 NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. (' 1/2" APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS ® 24" OG AROUND SILT- PLATE •4 - 5d NAIL5 CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. AT ANCHOR BOLT FOUNDATION HAS BEEN DE516NED FOR A 501L 19. DO NOT BAGKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 51W-SON M5T27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1). PREA55EMBLE PLYWOOD TO 2x<4'5: # lOx3" (w/ WASHERS) &ALVINIZED OR 1 1/2" HIDE - 20 &AGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW ® 12" O.G. META. 5Tr<AP e48" oG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL S+EATHIN& To SILL PLATE CONCRETE 5LAB5 TO BE COMPACTED TO c15% AND IN BASEMENT. ad NAILS 4" o.c. RELATIVE DENSITY. 06 Z . � #lOx3" (w/ WASHER,3) GALVANIZED OR 5TAINLE55 STEEL -'`•```` �`'� 21. SMOKE DETECTORS AS REQUIRED BY � WOOD SCREW ® 16" O.G. ,.. r fi 't• ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: NEW YORK STATE BUILDING CODE. r9 •�_�� . �. ALL HEADERS 6.0 FT TO q.0' IN LENGTH AND OVER TO 2 - S REBAR ;< :•!'?; 2 x 6 SILL PLATE 22. ALL INTERIOR FIN15HE5 TO COMPLY WITH #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xl-1/2 ( W/ WA5HER5) -�;:�`,' ;� AGO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 1.0 FT AND OVER r MACHINE BOLT ® 12" O.G. .ti:f NY STATE BU I L I ONG CODE :- 3, BY TRIPLE UPRIGHTS. ALL HEADERS TO BE SEE FOUNDATION DWG. '-`•`'y' , .; ow _ FOR DESIGN. ",.L 5/e" x I2" A B. ®48" oG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 23. THESE DRAWING ARE AN INSTRUMENT PREPARED TO ��P O>- LAZED OPENING "'�WIN D'u"'WSS8. PROVIDE FIRESTOPPING AT ALL LEVEL GON5FACILTRUED AS A CONTRACT E YVEENITATE CONSTRUCTION AND LBu�DER AND OWNER. „yrT BEr.l J C w LL 4r: `••f, Q 2 PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. PENETRATIONS _ Ill v g IN ACCORDANCE WITH LARGE M1551LE TEST OF . ASTM E 19cfb AND OF ASTM 1856. cl. PROVIDE FLASHING AT ALL ROOF BREAKS, Q ccq o CONTRACTOR MAY USE WOOD STRUCTURAL PANELS CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 2 w , N IN LIEU OF THE ABOVE MENTIONED WINDOWS. AND DECK-5 ETC.. v PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FA5TENER1.5 TO BE DESIGNED TO HOLD DOWN + SHEAR CONNECTION 10. DO NOT 50ALE DRAWINGS. y y . vcn PANELS TO BEMAIr�AWED ON 51�7EHEADER + SILL PLATE. LABEL LOCATIONS ON EACH PANEIL. CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE FOR THE INSPECTION OR SUPERVISION OF GA G E D®®RS THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ALL &ARA6E DOORS TO BE RATEID FOR 120 MPH WIND LOAD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. G) NAILING SCHEDULE FRAMING NOTES Ra°-' 5 - r TAKEN FROM THE BUILDING CODE OF NEW YORK STATE. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 " FA5TENING SCHEDULE. DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR D = o.c. EXTERIOR ED6E5 AND 6 d ® 12" o.c.. � SIZED FOR COMMON NAILS BETTER I NTERMED I ATE. L h 2. ALL SHEATHINO TO BE APA MIN. THICKNESS OR AS NOTED. if.EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING PROJECT 0911 _. O JOIST TO SILL OR GIRDER 3-8d (TOENAIL) AND WATERPROOFING SHALL BE BY ARCHITECT. o Io 3. ALL SUBFLOORIN6 TO BE APA RATED STURD-I-FLOOR, DRAWN BY: :":.':':Yx.r7='.'t.''".x'.';'I.3• r BRIDGING TO JOIST 2-8d (TOENAIL TO ]EACH END) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT SOLE PLATE TO JOIST OR GIRDER 16d ® 16" OG (FACE NAIL) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE TOP PLATE TO STUD 2-I6d (ENDNAIL) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FOR CHECKED BY: NS &ABLE ROOFS '- `. ' ::: ::: ' : STUD TO SOLE PLATE 4-8d (TOENAIL) :L r= DOUBLE STUDS Ibd ® 24" OG (FACIE NAIL) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 0 to �• t: DOUBLE TOP PLATE 16D ® 16"00 GAGE NAIL) WITH DOUBLE UPRI&HT5, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER 0BLOCKING BETWEEN JST OR R.R. 3-8d (TOENAIL) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. APRIL 5, 2011 'x TO TOP PLATE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. :: 13. ALL PRE-ENG 1 NEERED LUMBER SHALL BE GEO'RG I A ° t h RIM J015T TO TOP PLATE 8d ® Ib OG (TOENA%IL) TOP PLATES, LAPS 4 INTERSECTIONS 2-16d (FACE NAIL) 5. SOLID BLOGKIN6 SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND L'VL NTS CONT. HEADER TWO PIECES Ibd (16" OG ALONG .EDGE) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND O O � : n u � HEFT TITLE: 10 < O (45 CEILING JOISTS TO PLATE 3-8d (TOENAIL) ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o CONTINUOUS HEADER TO STUD 4-8d (TOENAIL) CEILING J015TS, LAPS OVER PART.' 3-16d MIN. (FAGENAkiL) b. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL CEILING JOIST TO PARALLEL RAFTERS' 3-16d MIN. (FAGENAkIL) stalrs etc.. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"' GABLE ROOFS RAFTER TO PLATE'S 3-8d (TOEMAIL) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & to 0< Aso 0 10° o <,45 0 BUILT UP CORNER STUDS Ibd (24" PERIMETERS HANDLING STORAGE AND ERECTION OF OC) 17. DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL DETAILS o BUILT UP GIRDER 4 BEAMS 20D ® 32"00 (FACI•ENAIL ® T413 STAGGERED PARTITIONS OR AS NOTED ON DRAWINGS. . , , ON OPP051TE ,SIDES COMPONENTS SHALL BE AS PER MANUFAGTUIRERS AT HI&HP bd COMMON ZONE IL6" OZ. G COLLAR TIE TO RAFTER 3-I0d (FACENAIL) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. JACK RAFTER TO HIP 3-10d (TOENAIL) WITH RATED GALVANIZED METAL CONNECTORS BY 10<< o <.so 0 ROOF RAFTER TO 2X RIDGE BM 2-I&D (TOENAIL) "SIMPSON" OR APPROVED EQUAL. ALL LUMBER IN &ROUND 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" VIA. J015T TO BAND JOIST 3-16d (FACENAIL) CONTACT OR EXPOSED ABOVE &ROUND TO BE MIRCRONIZE12 GALVANIZED MACHINE BOLTS ® 12" O.G..OR "SIMPSON" SHEET NO: PROVIDE bd NAILS a 4" O.G. AT PERIMETER INTERIOR LEDGER STRIP 3-Ibd (FACENAIL) COPPER d TEBUGONAZOLE TREATED (MG). (ABOVE GROUND- 'STRONG DRIVE SCREWS' 012" O.G. STAGGERED BOTH SIDES PORTIONS OF PANELS IN HIC7H PRESSURE ZONES. SUBFLOOR, ROOF, WALL SHEATHING 8d ®b"OG EDGE5, ® 12" INTERMEDIATE SUPPORTS O.O l PGF/GROUND CONTACT -0.16 TO .024PGF). TREATED OF STACK. LENGTH OF SCREW TO BE MAX. I". NOTE : a m 4 FT. IN ALL CASES TO FRAMING LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS, ANCHORS C O PO N E N T AND CLADDING PRESSURE ZONES SEE SECTION 2308.10.4.1, TABLE 2308.I0.4.1 AND CONNECTORS. 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE cl. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS OWNER. SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. W'-I 1/2" '-8" 1'-10" L 5'-811 " L NI?ING 5 RISERS LANDING 2TREADS ® I I I 51 t A I I JEB .ry TL PURLIN I I I I I 1 I I I I I JT-1-- ---- I I I J 6d. -- ------ ; ----- Lu >- -- ------ ----- --- z U.1 - 1/2' GYP BD ZEILING in U1 V 42" &JARD -- -- --- ----- --- -- RAIL DN CASEMENT WINDOW PRIVATE A mLU STAIR #1 STAIR #1 TAS I N& T I NS 4 r WAIRD ROOM RoNIL 2X6 EXT. STUD CIO WALL YV/ 1/2" LL bYP BD. STAIR #1 =2ND FLOORPLAN pi HANDRAIL W/ 12" m 2-1 5/4' X I 1 "1/6" SCALE: 3/8" = 1'-0" LU EXTENSION ® EA END L1/1. FLUSH 2ND FLOOR 2ND FLOOR a'-I "GLEAR 1 STAIR RUN TOP OF FIN. FL. TOP OF FIN. FL. 1---TO'2T�SFL--- EX ION •I •EA END 1 b RISERS/5 TREADS LANDING 5/4" PL.YYVD %eFL i------------- YV/ 5/4"' WD FIN. FL YV/ 1/2" dbYP BD GL6 �Q�'" -�--- ---�- -T---r-- I/�" 61'(P ON 2X 50IT �------------- ��� 1------------ 1 i L �.7 11 I $ I I 1 B LANDING LANDING DOOR i i 1 I i cv 0' MEN - — TO _ Z S _i BASE- TOILET I 1/2" 6YP eD MEW ROOM1N`5 CEILINGix IW I-•---------- ------------- --------------� STAIR RUN I -I/2" GYP BD ------ 1 J '�6LAAD1Nc�---� CEILING i ------ 1 --- - ---- ----- --------------t 2X6 EXT. STUD 1 I 1 WALL YV/ 1/2" 5/ 5UBFL 1 Q I/2 7i/8 TJI ® I6 O/G - 1 � �------------j ---- - - r r r -------------a bYP BD. W/ " FIN. FL I -- I --- _ W/ 1/2' c6YP BD GLb ________ INFILL YV/2X6 - " �_________ .9 t ® I ® Ib O/G - --- - ------ --- tV rEgAg O)ON 5/4m PLY -------------i �BLKG i Yoe,m MD STUD YV/ I BD GLb i �, --- - ------ U U5FL•. 1ST FLOOR m 1ST FLOOR r-----------� --__ ---- a ---------- TOP of FIN. FL. r tl TOP of FIN. FL. OC r r �'----------- i \\ \\ \\ \\ •,t �c =1J M 1 l 1 V 4-2X� --- ----- -2X6 w- w w�,wr�aGONE M000, POST _ 2-I 3/4 X 4 I/2 LVI. i---------_-- *:�' // / / %;' 11 2 15/ " X II 8" LNL FL POST N . i L----------- - \\ \\\ \ \\ \\ r�. - ___� 5/8$' ayr eD GLG TOIL T I'� I ----------- •^ \/ •fit'• LANDING 2X�4 STUD WALL * LANDING '•s'. \\ \\ \\ \\ i ROOM MTL HANDRAIL W/ 12 // // +•`•� EXTENSION ® EA END ;': ' MG l"t I V I GL 12x58 D N �. \ \ \ •: ROOMir \//\ (t1 \//\// '•��% to 5'-ly2" 4I/2" 3-�2' N N• CLEAR70 a, --------- 2X4 STUD WALL. t�1 Q'-I ° GLEAR ~ /\/ \/\ :��':• _ - WITH 5/8" GYP E3D \\/\\/ ----------- STAIR #1 =1 STFLOOR PLAR r • .� //\/ \//\/ `y.t. STAIR RIN = LANDING :•�:... :`ti»:< 11di� p"��`-' "� � WOOD TREADS of RISERS o •1►.: - ON 2XI2 STRINGERS fTYPJ ;.'::'�,, ;_�• ----------- �STAIR •i H DOOR 5�_�/2r ------------ \ \ \ a Q y 1 BEYOND ------'-'--- 10 RISERS/ TREADS ------------ \ � ------------ 1 Y ►• \\ \\ r J f. 11 -- : •.,,• t • •.•.• ,•^ '•' .1..•:: �. .; s ` • • . , •4. .., i • r t 4a —J� •`'�' MENT _ //\// r;,; �_--; b" GONG. SLAB BASEMENT �' 017s53-� s:t:•;, „ .e .:, •1 y . , ,,4♦ ti , •.�•,. .�•:.�, .... ,, . , ,. .•. ,.:, ' :r y :,�.: TOP OF SLAB G ..7• {. +•. . t• �• a • :• .l,d'r� ,�. • •♦ lr• s' •�•�•: s+►.. :� F SLAB \\ {• f •• `A ♦1.,',..••'r4♦ r f,.n• ~+•,; B B � BRED A DRAWN BY: NS 1 CHECKED BY: NS Ir SECTIO STAIR #1 _ ----------- DATE: APRIL 5, 2011 S SECTIO ! @ STAIR #1 SCALE. 3/8 . 1 -0 o , w15-" AR 1 ------------ SCALE: Q SCALE: 3/8" = 1' -0" I NOTE: J i .. _ SHEET TITLE: ALL RISERS ARE 7' MAXIMUM I ABOV 2x POST ___________ MAXIMUMSTAIR #1 ALL TREADS ARE 1111, MAXIMUM X PLANS & . m M E G,H A N I G A L '. SECTIONS ROOM SHEET NO: EXIT B9 T I 1 - EMENT LAim SCALE: 3/8" = 1'-0" 1 RISERS / 6 TREADS 77. / / I i I i i i i B mI I I I I I I >= I i I I I I I I I I I OFFICE --- -- ---- TOILETz w ` ROOM 2x12 RAFTERS rV I/2' GYP GLG. LINE OF WALL -- - ----- BEYOND Dx 2X12 ti� W/ _-_ I/2 6 L6 _ 2XO G.J o I6"O/G A OFFICE GASIEMENT WINDOW W/I/2' GYP BD GLG OFFICE AREA IXED WI W AREA EXT. 5T I i� #2 WALL W/ IdV -- -- STAIR #2 =2 N FLOOR PLAN GYP BD. O ( SCALE: 3/8" = 1'-0" EXT. STUD • 2X4 5TUD WALL WALL W/ 1/2" W/ 1/2" GYP BD GYP BD. I "1 RISERS / 6 TREADS Li� I I L----L- I 1�, ■ 5/4" PLYWD 5UBFL EA SIIDE 3 PL I — L IN/ 5/4" WD FIN. FL A MTL HANDRAIL W/ 12" EXTENSION o EA END 3- 1 3/4"XII -r/e' LVL 2ND FLOOR 2ND FLOOR I I 0 ----------- --T-------------------- 'rOP OF F.F. FL. B �JTi�R-R�1`7 I a: ■ _ v ' I0001i I I I I I - -Tf�-3�F�-•--i � �'• I � w � in .'•• I I I � 1 I -----------'-- II 'i/8" TJI o 16" O/G I -----------•--1 W/ 1/2" GYP BD GLG II 'i/8" TJI o I6" O/C I I I I I I I I I W/ 1/2' GYP BD GLS I I -------------- 2X4 STUD WALL NV 1/2" ___________•__ &Yr BD EA SIDE I ------------- x6 rID T.R. CRT � SIDE GAB ' _! HALL -----------•--- STAIR #2 - BASEBD a L 1/2' GYP BD AT - --- - _ cA -----------, -; 'T' H DOOR � STAIR i LANDING H DOOR ts- � ;� � .•• � � - _ I _ a • : -5T�KiR RI71V---- X TO I LET I/2" GYP BD AT ?O_LsNQlNcS___-; r '• -- _ •�� � 5/4" PLYWD SUBFL K I BOOM STAIR i ING 5/4" PLYWD SUBFL --------------i W/ 514" WD FIN. FL 0 (() W/ 5/4" WD FIN. FL INFILL W/2X6 113LK'& X6 WD BASE -IAFILL X�BL�'G DN / I ^ Q• '' AND WD GAP --4^ZZZ.AP-__ I - ----------- 1ST FLOOR -------, ----------------- 1ST FLOOR `� 'i o ------------------- TO O I TOP OF FIN. FL. I & STAIR RUN i X W J • IsM A.. I ?/8 TJI o l /G :- .Nt, I W/ I/2 GYP BD GLG �f:; ------ _� TJI o 16, O/G /// { ' IXb WD I SUPPORT ~ �"•�" M17. HANDRAIL W/ 12" �' --------- - W/ I/2 GYP BD GLGAREA --------- -_y EXTENSION o EA END \\\\\\\\ '•,.' BASEBD WDOD TREADS i RISERS A to N \\/\\ :: .. - I 2X4 STUD WALL W/ 1/2" // t ON 2X12 STRINGERS (TYPJ t : --a 3' 1/2" 4'-II.. .¢�� 5'-0" 4 \ \ INt�s GYP BD EA SIDE \\ \\ \ 1/2" GYP BD AT GLG CLEAR INSIDE /\/ ' +•• - STAIR RUN \ \ = / / ' ':t -----------; ;� S TA I _ 2 ASTFLOOR PLAN ��of N�e1�1 m \\\\ \ -----------; ELEVATORfi�iZODUGTI Oil m ��P � STOfi� G — w // //\ ---------- I MACHINE —AREA >u 3'-0■ 5,�„ 3,_5■ o •' ------____-, ROOM � 7 RISERS / 6 TREADS /\\ LANDING Y H DOOR \/ • --�v YVdOOD TREADS i RISERS /\\/\ :ti';.r' •� •.+ .:•: '•;• •....'y --�'"_,`tea" /\ OWN 2XI2 STRINGERS (TYPJ ---------- \/\ I To 15T /\\/\ • ••Li L►==ar7 B • I I I I I I I _ LJ POUR =NG. FDN WALL --L7ARDi17u-- + \ �PROJ NO. PO�zED GONG• SLAB i STAIR RUN TO I; 3 1/2" OD 5TL COL ; 0911 I _ . .. I I \ ,.:• : LANDING BEYOND �___� 5TORI�GE"' \ ...:.: r----------- -------- ------------ BASEMENT — - - I II Yv21x2'X18'1la.G. FTC-7 � I i i i i DRAWN BY: // < •. BASEMENT _ W/3 5 REBRr ..' • `t • L ��". • r• r,:. tr, i C • w.• -' TOP 5 �. � t. • :r; ��t :• . .. •\.• '.. `.•,• \ .:.:•'• • ; ..: .. ' ::► .. •: •: < :•. , .;,.: ' ,::�.,;, O� :.,,s s: �.-: •;.. ,,... ,•. �: ,. ;t •.•�•'.,�,..•�••..r% TOP OF SLAB - --•� -- ---- --- CHECKED BY: � ir•• . + .}: �..:•1 ..i•r • t:•,.• t• t •;f• 'r r •. + y•i•►• 2.�• .'• T / �• •• .•• ,.' \/..•.• ..:: •-.. . • \ - •. -� SIDE GAB DI NS O�M_ ---- --- - DATE: APRIL 5, 2011 SCALE: .. .. 3/8 = 1 -0 w o[ SHEET TITLE: ----- - ---- --- r • r STAIR #2 SECTION STAIR #2 SECTION STAIR #2- --- - A .•.� uQ PLANS & SCALE: 3/8" = 1' -0" SCALE: 3/8" = 1' -0" -_ SECTIONS NOTE: ALL RISERS ARE 7' FIMAXIMUM ALL TREADS ARE Ill" MAXIMUM "—'-- - -- "—' SHEET NO: A "k TA I E"'No I rLAN , SCALE: 3/8" = 1'-0" -I/2" OYP BOAFtD —1/2' CYYP BOARD —� N TILE BOROM TILE EkAqDM �TOILET � ST4 P ILET S #// TO DI MIRRORItsT All ryT >= /, r = BBB TILE SPLASH / _ H.G5T L Ka. ST WlAa M O 56A r r X i &YP BD SO�IT ABOVE Pico i IM E N rui o � I � i I 0) WOMEN'S TOILET ROOM - WEST WOMEN'S TOILET ROOM - EAST # Lu 6 URIN _5,1 (� �I/2" 6YP HOARD fn +�- r i Xb TILE BORDER '- j ir I Ix4 GASI Ix4 C ASINS O T 5cl 1 41" tDE LID ��_4 _ I US I / IRAD I US IN6 AtT i� Tic��aPENSER ui lam afula , _I / I$ WASTE REGEPTAGL.E �\ BAR Bi It I 7 4 " B f r10 OL� 0 i \ X I '' r / W IL 2 �� MIN. r� i ,i i,� W ii r i rr i; i,; i m \\ WOMEN'S TOILET ROOM - NORTH WOMEN'S TOILET ROOD - SOUTH MEN'S TOILET ROOM - NORTH MEN'S TOILET ROOM -SOUTH FLOOR P L A N a t T 0 1 L i"IrR%-,- 0 Wrd ` SCALE• 1/2" = 1' 0" - —1/2" &Y, BOARD REFERENCE 00 Z NOTE: ALL HANDICAPPED AOCE5515LE NORTH 4X6 ,nLE BORDER TOILET ROOMS TO MEET 1 GG/AN51 111.1-2001 5TANDARD5 q„ : a ° // APEDIm T DI i TIEL.E 'I W• a MIRROR LAMINATED TO 6YP $O,A IRD OIL.ET STALL TOILZ STALL Q H• lu = STAIR #2 �. 4X6 TILE _ BACK SPLASH i O � V �LAV URI NAIL `D OF NE y JANITOR O CY X m GL05ET 11-6" j / .G . o» 53 G� MIENS TOILET ROOM MEN'S TOILET ROOM 'SCR ELEVATOR A TOILET _ % M I / 0911 5 TURN I NG NS �—I/2" 6YP BOARD F1/2" 6YP BOARD—� RAP I U5 NS i . APRIL 5, 2011 MIRROR Ix4 GASI �\ ��� Ix4 GASIN6 FBI / 1/2"'HE ET TITLE: 5Q'-41" / r e I'- " INTERIOR la" 40 12" ` , ELEVATIONS 42- AB BAR le " 36" BAR 11 , 7 , 5'-0" MEWS &WOMEN'S TOILET PAPER LAV- ' % E RM #2 DISPENSER '" X TOIL = i i q I. I L at mi"01LET Ruo%Od"'W& #1 X d • 24" MIN. m FLOOK V AN - m = Ix4 BASE O m m IX4 BASE SCALE: 1/2" = V-0"z m L--7 N�� REFERENCE NORTH TOILET ROOM #1- NOIRTH TOILET ROOM #1 - SOUTH TOILET ROOM #1 - EAST TOILET ROOM #1 WEST STAIR #2 10/2" c vyp BD WALLS 1/2" &YP BD WALLS / AND GEILINb AND GEILINcS Lu >- MIRROR ol 5cl 1-41 11 UJ 18 TOILET lz I „ BARof ROOM 12 422 B ft" ORAB PDAR 16 / —� j .I LAV- I X TOILET PAPER X d DI b- WG < 24" MIN. i mIsm IX4 BASE = m Ix4 BASE m 1�)N // / 7 //,, / 16 TOILET ROOM #2- EAST TOILET ROOM #2 - WEST TOILET ROOM #2 - SOUTH TOILET ROOM #2 - NORTH LU > 2 FLUAO%' SCALE• 1/2vv — 19,011 REFERENCE NORTH Ill X w GYP BD WALLS COX AND GEILINS / /2" 6YP' BD WALLS ' MIRROR AND GEILIN �i ; '. Ix4 GASIN& ' actL* " % 15" • i 15 IN BAR lo 12" J j 56" &RAB BAR \\ 6 42" GRAB B • 0 LA V- \ TOILET PAPM ' - / - yqe T 24 MIN. �o r.. xx w „�• Q IX4 BASE \`\ I X4 BA5E B6 Q F-• l cn cn• TOILET (ROOM #2- EAST TOILET ROOM #2 - WEST TOILET ROOM #2 - SOUTH TOILET ROOM #2 - NORTH T = co OF T�r0'S'� SCALE: 1/2n 1 -0n #3 FLOOR PLA IMm at TUA""" 'I' LET 'Km%f%'%O% M SCALE: 1/2" = 1'-0" 3 »953 G BREDOJE G ✓ 0911 NS NS APRIL 5, 2011 1/2" = V-0" TOILET RM INTERIOR ELEVATIONS TOILET ROOMS #2 & #3 won UJ — 1 TFI IF Fill TL FI �STAIR # LT TR I A 1 STORAGE ► WINE PRODUCTION AREA GA5E 5TORAGE0 L L_ _____ FEE L-------- I' ► , - 101 / - ------ / \\ \\ i------- ME ---'---- / IxiJ U6' / J �------- - / T_ �U / i TOILET / \\ �\ �`\ i MECHANICAL \ \ uj ROOM // \ \ \ J �' ROOM >mm CL - �- --p - - - - - -�-- - -�- - - - - - - --�-- - - -{� - - - - - am TO LIGHT FIXTURES AT�——__ �i' / I / � \ \\ \ C,RUSHIN& PAD AND RAMP AREA / / / � \� \ \\TPX=N4 MAIN \ L�JJ UJ - ---------- - -- -\/ L`r w� uj s/D - - —�-- - - - --7 - - -—E) - -y—- - - - - - - - - - --- - - - - --- - - - - - - - - - GRU5H I NG PAD ca Z. W _J• � z z � W• (W) u � W.PF pl- vi t w yo co G��,S TFF� DUPLEX RECEPTACLE (OUTLET Z � r�Z DU 22O`V RECEPTACLE OUTTLET ACLE OUTLET QUADRUPLE RE-G�T HALF HOT RECEPTACLIE OUTLET Qw YVA-ilm PROOF RECEPITACLe OUTLET o17D (p^ &ROUND FAULT I ER OUTLET L% HI&H! HAT FIXTURE L HI&H HAT FIXTtfitE LONV VOLTA&E PROJECT O: 0911 Y DIRECTIONAL HI&H HAZE RAWN BY: SURFACE MOUNTED CEEILIN& FIXTURE NS I+ SURFACE MOUNTED WALL FIXTURE = PLAP ® En BY: T-Rl CARL LAYOUT WWACE MOUNTED SROT LI&HT SWITCH DOOR SWITCH SCALE: 1/4" = V-0" • APRIL 5, 2011 SWITCH DIMMER REFERENCE ' ® TWPHONE= NORTH 1/4" = 1' . 0" []TY TWV. ISION SHEET TITLE: S/D SMOKE: DETECTOR X SURFACE MOUNTED CEULIN& FAN BASEMENT F SURFACE MOUNTED FI-CMESC M FIXTURE UNDER CABINET MOVRMXE FLORESCENT FIXTURE E L E CT RI CA T SURFACE MOLMTED LI&iHTIN& TRACK LAYOUT rTv EXTERIOR WALL MOUNTrW FLOOD LI&HT E:XIV05T FAN GM CARBON MONOXIDE DETECTOR T THERMOSTAT SHEET NO: ® COMPUTER NET V ORK C,A5I..E 2(�'r EXIT SI&N ME EME R&EWY LI&HTINS Lu I n n n n 00 O LIOSHT FI FLOOR FLOOR FLOOR I I T FL J _ OUTLET Td L T IR #2 UQ� I — ( -� OUT-ET OUTLET � KT TOLI&HT STAIR FIXTURS AT rI I #I Lu sEoND FLR i / i i if t I I&W .JANITOR g/D // ; \ D.PLw 5/D IR *2 I L 1JM I I I I I O 1 RO M \ % I I TO I ( T I �- L 1 ( �� MONORAIL RO MI 1 FIXTURE It FT I GD` ® ROOM I LONG r 1 \ - - GM 5/D -- / E GM r J I \ �JJ IL ` , I \ MAIN TA5T I NCG ROOM — ui II 1 ( t 1 II I I I MAIN 1 I I 1 N I I \ I I I ENTRY r, I I I I ��, TA�ST I NG 5AR 1 I I / OPEN TO ABOVE ( � SUPPORT AREA 1 / I I 1 / - - - - - - - - \ I MONORAIL LOW VOLTA&E �` FIXTURE 16 FT LONG 1 ' I _ w .n FIXr r1ZE '7 FT I I MONORAIL LOW A I ( LONG I I 1 VOLTAGE FIXTURE 25 FT LONG - w ' 0. \ W •J � T � � \ \ I I I WINE 5AL�5 1 D w•W. 9 cn J I , IAREA I a " 8 I I I Q f.-• u 5 co W. _ , ( FLOOR FLOOR FLOOR FLOOR I r� ' /^ OMTLET • ( I I ,�- O F E!N Y I I I U DUPLEX RECEPTACLE CUTLET MOO/ R ZE FTACLE OUITLET I II II I QUADRUPLE REGEPTACILE OUTLET j / �1�953-� HALF HOT RECEPTACLE OUTLET I I I I ( I I �RCD A Q' WATER PROOF RWEPT'AGLE OUTLET osm &Ram FAULT INTmuwpTER OUTLET - - - - - E - - - - -- - - P OJECT NO'Z / 0911 HIGH HAT FIXTURE — HIGH HAT FIXTURE LOW VOLTAGE r DIRECTIONAL HIGH HAT' ED RAWN Y: NS -�- .SURFACE MOUNTED CEIILIN6 FIXTURE BY: F� WRF,ACE MOUNTED WALL FIXTURE SUWACZ MOUNTED SPOT LIGHT SWIT04 APRIL 5, 2011 lea SCAL N Em SWOO t ITCH DITMMERA Fimtowin"Im FLOUn V ® ' t;TR1A"b'AL LAYOUT114" = 1' - 0" PH Tame ONe SCALE: 1/4" _ V-0" HEET TITLE: Q TJ:LEVIsION s/D SMoI�:E DEr1=cTOR REFERENCE c X 5UWACE MOUNTED CEILING FAN NORTH FIRST F SURFACE: MOUNTED FLORESCENT FIXTURE FLOOR LOOR UNDER aABI' r MaUNTW FLOREf;,,EW FIXTWE E LECT RI CA T sURFACE MOUNTED LI&HTIN6 TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT LAYOUT EXHAU5T FAN GM CARE►ON MONOXIDE DETECTOR Q THERMOSTAT SHEET NO: ® COMPUTER NET PORK ORK CABLE EXIT 516N M EMER'SEWle L16HTIN6 — ` Oft mom Lu LL IT 1 T FIXTURES AT — — — — — — — — — — — — — — — — — — GM TO L GH I 5 I # FI FLR STAIR *2 _ __ , FIXTURE A — — FIRST FL IN. 7A R I OFFICE AT0 SNI TUFLR \ ' \ 1 \ 1 \ Lu SopI / FLOOR 56C5112 / OLITLET rcml VN FLOOR NT-8' - ---- -b------------ Lu��-b'------------ 'F�b -- - - - - - - - - - T-I_2' I Ilk- \ - - - - - - --_----_---- - - - Tom- — - - - - - T-12' ---------- - - / \ \ --- --L01) rS >m -i l 1 I I Z UJ PRIVATE X Lu OPEN TO MON I TOR 1 \ i 1\ TEST I NCB 1 i t ABOVE 1 \I 1 \ AREA I V I I t r /� -- �� FLOOR \ I Fr-M - ---- _ -6-'--_-----_--- _ '"F b'-_----_----� �'-! 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'I/4 'I -O REFERENCE 575 51, O DETECTOR NORTH SHEET TITLE: X EXURFACE MOUNTED' CEILING FAN F f0tFACE MouImE FLORESCENT FIXTURE SECOND UNDER CABINET MOUNTED FLORE5GENT FIXTURE FLOOR T gkIRFAGE MOUNTED) LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT E L E CT RI CA EXHAUST FAN LAYOUT GM CARBON MONOXIDE DETECTOR ❑T THERMOSTAT AT5 COMPUTER NETWORK CABLE SHEET NO: X T EXIT SIGN ME EMERStNCY LIG4Tlt4& �t. .' I I I I I I j I I 3" VENT THRU ROOF 12" I I I MINIMUM. Lu I I I I 2" VENT I I I I I -- I 3" VENT THRU ROOF 12" 3" VENT THRU ROOF 12" I I I I MINIMUM. MINIMUM. I OFFICE TOILET ROOM Lu I SUMP' VENT THRIJ ROOF 12" MINIMUM I I I I I I I I I I I SECOND FLOOR Lu I I 2" VENT I (L I I 2" VENT I 2" VENT � I I � j I --_ I ui SUPPORT AREA MENS TO I ---�"-- `1 I I TOILET DOOM I I I I I �.ET ROOM I I I TASTI Nc5 APr I iNOMENS yO I LET Room I I I I I I TA�STI N6 R A<R SUPPORT AREA I ' OR AALL I I I I I I I I I I I I EXTERI C3 I I I I I I I I I I I I I I I I I I I I I I I I I I � i I I I I I i I I I I I I I VENT AS KEG�UIRED I I I i I I I I I I BY LOCAL CODE I I I i i FIRST FLOOR --------- I I I I I �g Z. ---•---___- --� I I I I I - - II j I I I I co� �• � , FRESH AIR I I VENT I ® o I I 2 I � w 0 4" P06TE LINE j-___ W' " L------ _„ __ _ rj •- ----------------------------------------------------------- ------ -+---- I I - _ N N• 4"X'S" G.I. HOUSE GHEG►K VALVES I I EMPLOYE TOILErT ROOM TRAP I I I I C3 SINK I SEVVA&E SIUMP TO BE I I I I I F•--- FOUNDATION WALL BASEMENT SUBFLOOR INSTALLED AS PER GORE. I I I I I OF NFtV), w lz_ n n I I I BASEMENT S� G.� L. s r�Ft��r 7z TRAP AS REOUIRED "" � BY LOCAL CODE °1�953A N SHRED O 7ROJECT.NU: 0911 NS • NS APRIL 5, 2011 "Pot OUR ME,03" I IRISEER IENA(03RAM N.T.S. NTS SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: