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HomeMy WebLinkAbout36341-Z �sr�=tea ��O�gilFF01/��,G Town of Southold 7/18/2020 P.O.Box 1179 a 53095 Main Rd o4,0 ��� ytiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41272 Date: 7/18/2020 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 22600 Route 25, Cutchogue,NY 11935 SCTM#: 473889 Sec/Block/Lot: 109.-1-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2011 pursuant to which Building Permit No. 36341 dated 4/22/2011 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: existing barn altered for a wine tasting room and wine storage area as applied for. The certificate is issued to Walker Mccall,LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-10-0001 10/05/2012 ELECTRICAL CERTIFICATE NO. 36341 8/13/2012 PLUMBERS CERTIFICATION DATED 1/18/2013J. Zee's umbing ronzedgnature S�Frat�f TOWN OF SOUTHOLD BUILDING DEPARTMENT M. TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36341 Date: 4/22/2011 Permission is hereby granted to: Walker Mccall, LLC 275 SW Spring St Atlanta, GA 30303 To: Alter an existing barn, to include a Wine Tasting Room & Wine Storage Area per Planning Board as applied for. At premises located at: 22600 Route 25, Cutchogue, NY 11935 SCTM # 473889 Sec/Block/Lot# 109.-1-40 Pursuant to application dated 3/28/2011 and approved by the Building Inspector. To expire on 10/21/2012. Fees: CO -COMMERCIAL $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $606.80 Total: $656.80 T-J Buiding Inspect Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 . APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or 'topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from,architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$ 5-00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 , 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. �T New Construction: Old or Pre-existing Building: X(check one) Location of Property: 22 (o DC7 �AQ t"l j C iiz (,-f�Y House No .Street H let Owner or Owners of Property: e—C ULCI Suffolk County Tax Map No 1000, Section log Block I Loth Subdivision Filed Map.' Lot: Permit No. (03 I`1L Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request fo'r: Temporary Certificate Final Certificat : check one) Fee Submitted:$ Applicant Signature � pF SOVr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �� roger.richertl�town.southold.ny.us Southold,NY 11971-0959 ic` ®lyCOUNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Walker/McCall Address: 22600 Rt 25 City: Cutchogue St: NY Zip: 11935 Building Permit* 36341 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Lademann Electric Inc License No: 4141-e SITE DETAILS Office Use Only f Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water 1-30E GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 10 Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures2 Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan, 2-combination exit/emergency lights, 1-heat pump Notes: Inspector Signature: 7Date: Aug 13 2012 81-Cert Electrical Compliance Form.xls FEB - 5 2013 Town Hall,53 5 in Road a H Fax(516)765-1823 Southold,Ne York 11971 BLDG DEPT. Telephone(516)765-1802 TOWN OF°O JdIOLD OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: I M1, 3 Building Permit No. Owner: --w -, (please print) Plumber a —J 4 Z e&-',s (please print) ° I certify that the solder used in the water supply system contains less than 2/10 of it lead. lum ers Si ature) Sworn to before me this _ day of 7CCv�yC���/ unloc,StE,e OLL fNow r Notary Public,Stf'e of York No.30-4858259 Notary ublic, QualifiedinSuffolkCounty 20q��' County cam mission Expires May 5,� OF SOGTyolo 3L3fl TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L � r s C DATE �� INSPECTOR %� � OE SO(/r�ol h O cOUMV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T N [ ] FOUNDATION 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: fS DATE - (,/)-)--/(/ INSPECTOR OF SObTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] 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 SOUTyo! UOUNi'{, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR rjv so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ F�AFETY INSPECTION I FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICALPIJCdf� ] ELECTRICAL (FIN 7--r— REMARKS 2rjl-7-4 DATE —INSPECTOR fjf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION vj�FO DATION I ST ] ROUGH PL13G. OUNDATION 2ND INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS�-.�.--=�2L�-- z—c---i- DATE4/ //0 /1� —INSPECTOR .//L SOF SO(/T ' -------- --- --------- -- ® ao �lycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH P SG® [ ] FOUNDATION 2ND [ ] IN L'ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMAR A,,e)J DATE 711 INSPECTOR pF S0(/rC CAL(05 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY KFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e:� -tea DATE 7` t t - t2-- INSPECTOR OF SOUryO� , M TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION1ST [ ] 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 v INSPECTOR ' SOOT�o� i r TOWN OF.SOUTHOLD BUILDING DEPT. - ; 765-1802 INSPECTION '_` [ ] FOUNDATION IST [ ] ROUGH -PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING/STRAPPING [ IN [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RENARKS:_6�/c 7(�L - �,✓' �s2-orf t�� p/l.�_ zg Fe DATE INSPECTOR 1. 1 1 0 • � • 1 1' - ------------ r i WI - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health L��S SOUTHOLD, NY 11971 4 sets of Building Plans u�s TEL: (631) 765-1802 Planning Board approval FAX:,(631) 765-9502 Survey ue� SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. r),@. Trustees ri_a Flood Permit hQ Examined 120 Storm-Water Assessment Form Contact: Approved '20 Mail to: Disapproved a/c Phone: ' Expiration ice' . �� ,2p�� /'� pn Building I spector D CATION FOR BUILDING PERMIT MAR 2 4 2011 Date-rah 2A- , 20 I l INSTRUCTIONS a, is applicl, vdplw co filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans p an 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, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. SigAreoplicant or name,if a corporation) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder —� ���T� Name of owner of premises U1_)_1_,)1k�^ MCLA L� (_As on the tax roll or latest deed) If applicant is a corporation, signature of duly-authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land oq which proposed work will be done.- 2 2&00 Mali-) R 6 '�-c�► House N�umbber Street Hamlet fodrltyl Tax`Map No. 1000 Section log Block ' Lot 4o Subdivision Filed Map No. Lot a , 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 3. Nature of work (check which applicable): New Building Addition Alteration_ C Repair Removal Demolition Other Work (Description) 4. Estimated Cost 25Qr[vno Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front jO` Rear Depth Cao ' Height 2o'-(o" Number of Stories Dimensions of same structure with alterations or additions: Front Rear S.rne. Depth r2QMq- Height 6,-orne- Number of Stories 5--cph� 8. Dimensions of entire new construction: Front Rear Depths Height — Number of Stories rtz�. p �,, 9. Size of lot: Front Rear Depth 10. Date of Purchase �d! Name of Former Owner 11. Zone or use district in which premises are situatedl'� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO C Will excess fill be removed from premises? YES NO�c 14. Names of Owner of premises V-Address P�,w 7-11 Phone No. -4o4l Name of Architect'.'i-qml_ ls� �� lnap-, Address G �'�- Phone No Name of Contractor Address jLE.�1�hone 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 NOS_ * 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) P'GP;''Vy Public, sa2m, Oil I cmn No. 01 R6042467 COUNTY OF 'Comaruisonion Expire May G1 being duly sworn, deposes and says that (s)he is the applicant (Name bTindividual signing contract) above named, (S)He is the Aa"+ec� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this o� day of rAd•i'& ;5,� ((, ofary-Pdblichl^ Sul'fcl{^h� Cou°�L N ) ature of Applicant litl3p:y 3% TOWN OF SOUTH U BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP NT Do you have or need the following,before applying? TOWN HALL DEC 9 2009 Board of Health SOUTHOLD,NY 1 4 sets of Building Plans TEL: (631) 765-180 Planning Board approval FAX: (631)765-950 BLDG.DEPT. Survey SoutholdTown.Nort tOWN Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form n Contact: �arhU��Sfi�d�2n 1�j �-5 Approved 2I0 Mail to: Disapproved a/c �G,� -.b ' ' Phone:? —64D�5 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date�,�, 9 , 200-/ INSTRUCTIONS a.This application MUST be 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 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 Re`aulations, 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 au horized inspectors on premises and in building for necessary inspections. (Signature of applicant or if a corporation) RD, V �z< �'��f � NT (Mailing address of applic nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Oak—>r L� G CIA ,IG (As on the tax roll or latest deed) If applics a co orationsjg atur f d ut d officer 1 , trt ine and e of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro osed work will be done: O to House Number Street Hamlet County Tax Map No. 1000 Section Block / Lot Subdivision °"`' rj ' 1,/ Filed Map No. �,,v�Js.��I Q rat? ..)ildlri�W'ovl 1000 -116 - 1-34 /000 -/®9 0/-38 j 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy..ri u J1- % �)r�2 P � i b. Intended use and occupancy—c % �? .- x 3. Nature of work(check which applicable): New Building H Addition _...._. Repair Removal—Demolition Other WorkAlteration_ 4. Estimated Cost Fee Description) 5. If dwelling, number of dwellingunits — d (To be paid on filing this application) Number of welling 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 2 r Rear i Height —2, � :� Number of Stories I —_40! Depth (op Dimensions of same structure with alterations or additions: Front I p �a Rear 30 � Depth— (p ' Height 20 �--6 -'/— Number of Stories_ / 8. Dimensions of entire new construction:Front Height _ Rear — Depth — Number of Stories 9. Size of lot: Front 5e'- 6;-bf,�1 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_X Will excess fill be removed from premises?YES NO_X__ 14.Names of Owner of premises cCa 11 1 LC.Address/?�, Name of Architect one No. -qo2 7¢—Zg Addresses d-)j -/ Cif phone No '3 - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO�� a * 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) COUNTY OFD U f�v I l 8�%Z►I He C-a 11 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the _ & W yu— (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 thi ay of 20 Notary P ic.,N BED-di_ Signature of Applicant fit %Public State of-New lbt Qualfied in SSuffolk County "commission Expires Sept.29, /I TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 30, 2009 TO: Russell McCall McCall Farm Winery P O Box 271 Cutchogue, NY 11935 Please take notice that your application dated December 9, 2009 For permit to alter an existing barn to a winery Location of property: 22600 Main Road, Cutcho ue NY County Tax Map No. 1000 - Section 109 Block 1 Lot 40 And- Section 116-Block 1 Lot 2.2 And- Section 116-Block 1 Lot 3.4 Is returned herewith and disapproved on the following grounds: Per Article III, Section 280-13, the use is permitted on + 10 acres of property in the AC Zone. Site Plan approval is required. Suffolk County development rights to be reviewed. Authorized Signature CC: file, Planning Board 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 oif S0�/jP.O.Box 1179 DONALD J.WILCENSKI �OV� OHO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS ® �� 54375 State Route 25 JAMES H.RICH III O! (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �1' ®u Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 8, 2013 Ms. Nancy Steelman, RA Samuels and Steelman, Architects 25235 Main Road Cutchogue, NY 11935 Re: Site Plan for McCall Farm Winery 22600 Main Road, Cutchogue SCTM#1000-109-1-40 Dear Ms. Steelman: The Planning Board, at their January 7, 2013 Work Session, found that the requirements of the above-referenced site plan have been completed based on the site inspection made December 14, 2012. The site is now in conformance with the approved site plan dated January 15, 2010, prepared by Samuels & Steelman Architects, last revised May 20, 2010, and the as-built site plan dated January 15, 2010, prepared by Samuels & Steelman Architects, last revised March 11, 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 i Chairman JLAN - 2013 cc: Planning Board J t,3q I Michael Verity, Chief Building Inspector BLDG DEPT. TOWN OF SOUTHOLD Jamie Richter, Town Engineer — A MAILING ADDRESS: _ELAbRqING BOARD �OpF SO(/r�olo u h 1d,13ox 1179 MARTIN ' soNY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N yC Town Hall Annex KENNETH L.EDWARDS � � �p� 54375 State Route 25 JAMES H.RICH III � ,tea (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI COU �� Southold, NY Telephone: 631765-1938 Fait:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 15, 2011 Ms. Nancy Steelman c% Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Approval: Proposed Site Plan for McCall Farm Winery Located at 22600 Main Road, Cutchogue SCTM#1000-109-1-40 Zoning District: A-C Dear Ms. Steelman: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, March 14, 2011: WHEREAS, this site plan is to construct a 724 s.f. wine tasting room and a 782 s.f. wine storage area by altering an existing 2,480 s.f. barn on an 87-acre parcel in the A-C Zoning District; and WHEREAS, on January 19, 2010, a site plan application was submitted for review by the applicant's agent, Samuels & Steelman; and WHEREAS, on March 23, 2010, the Southold Town Planning Board formally accepted the application for review and distributed the application to agencies having jurisdiction for their comments including the following: Town Engineer, Architectural Review Committee, Cutchogue Fire Department, Suffolk County Planning Commission, Local Waterfront Revitalization Coordinator, Southold Building Department and NYS DOT; and WHEREAS, the comments from those agencies were received and reviewed by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on May 10, 2010, a public hearing was held and closed by the Southold Town Planning Board regarding the site plan; and c . McCall Farm Winery Page Two March 15, 2011 WHEREAS, on May 17, 2010, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., received a reply from the Suffolk County Planning Commission with the notation that the application was a matter for local determination, with two comments: 1. No off-street parking should be allowed to overflow onto adjacent Suffolk County (purchase of development rights) farmland property; 2. A fence (in accordance with the Zoning Code) or a landscaped buffer should be located between Lot 40 and Suffolk County PDR farmland property to the south. Both comments were considered by the Planning Board and the Development Rights Easement Area was noted on the plan, however, a fence or landscaped buffer was not required because both uses are agricultural and screening was not considered necessary; and WHEREAS, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5c(7), has made a determination that the proposed action is a Type 11 Action and not subject to further environmental review; and WHEREAS, on August 23, 2010, the applicant submitted the Suffolk County Department of Health Services approval, Permit (#C10-10-0003) and a copy of the plan approved by the SCDHS, on which one hand-written notation was made (and subsequently noted on the site plan to be endorsed by the Planning Board); and WHEREAS, on March 9, 2011, the applicant submitted plans approved by the NYS DOT with their Curb Cut Permit#10-094P, and those plans were found to be in agreement with the site plan except for one detail showing an existing curb cut to be abandoned. This was subsequently noted on the site plan; and WHEREAS, on March 10, 2011, the Cutchogue Fire Department reviewed the plan and requested an emergency vehicle tum-around, pursuant to State Fire Code Appendix D103.4, be installed as the driveway is a dead-end greater than 150' in length; and WHEREAS, on March 11, 2011, the Southold Town Building Inspector reviewed the plan and certified that the proposed action is a permitted use in this A-C Zoning District; and i WHEREAS, at a Work Session on March 14, 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; 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 f f, a March 15, 2011 r' McCall Farm Winery Pacie Three — RESOLVED, that the Southold Town Planning Board grants Approval and authorizes the Chairman to endorse the, nlan "ntitled "A New Winery at the McCall Farm", prepared by Nancy Steelman, R.A., dated 15 10 and last revised March 11, 2011, including the following pages: Sheet No.: SPA Key Plan Sheet No.: SP-2 Site Plan Sheet No.: SP-3 Details Sanitary & Drainage Calculations & Diagrams Sheet No.: 1 First Floor Plan Sheet No.: 2 Building Elevations 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 shalt 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 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, fl , ..'u Martin.H. Sidor Chairman Encl. cc: Town Engineer w/map Building Dept. w/map State of New York PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20101015680 _ Date Issued: 02/16/2011 Project ID No.: �xceaslo& Expiration Date: 10/01/2011 *Permittee 1• *Permittee 2• WALTER MCCALL LLC 1000-10900-0100-040000 P.O.BOX 271 CUTCHOGUE, NY 11935 Emergency Contact: RUSSELL MCCALL Emergency Number: 404-274-2809 *Permittee 4• Permittee 3• MCCALL FAMILY WINERY 10-094P Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENTLY MAINTAIN ACCESS TO NY 25 BETWEEN MMS 1553-1554 AND OTHER INCIDENTAL ? WORK A9 PfR ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/ SPECIFICATIONS AND SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER. THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS 11 STANDARDS AND A HARD HAT. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041553 25 07041554 as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 02/16/2011 Commissioner of Transportation B Frank Prson IMPORTANT: / THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Roy Ressig(Acting),Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit, the person, firm, corporation, municipality,or state department or agency,and his/her or its successors in interest;shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $550.00 Insurance Fee: $175.00 Total Fees: $725.00 Amt Recd 1: $725.00 Check Num: 15496 Check Date: 26-APR-10 App 1 Bond#: LSM0270377 App 1 Bond Amt: $10,000.00 UOF: App 1: No App 2: No App 3: No App 4: No ttachments and additional requirements to this Highway Work Permit include: PERM 33-Highway Work Permit Application for Non Utility Work PERM 41-Id-Method of Performing Work within the State Right of Way Other-Attach 1 Approved Plans END OF ATTACHMENTS o ( Savl �1 Town Hall Annex l Telephone(631)765-1802 54375 Main Road .max(631)765 9502 P.O.Box 1179 G • Q roper.richert(a).town.soutlio9d.ny.us Southold,NY 11971-0959QI�C OUIJt`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Z5__ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: W/7, ,ZZ9r- CAt z, *Address: -� a G 0 0 /1 . .2 yt'G� o2h� ,-p *Cross Street: ' *Phone No.: Permit No.: Z Tax Map District: 1000 Section: Block: Lot: *BRIEF,DESCRIPTION OF WORK (Please Print Clearly) d?00 A" .71 1? m r (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) .. *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 4 Iia'. 82-Request for Inspection Form J�� O�\NOF SOUry®� Town Hall Annex ® T lephone(631)765-1802 54375 Main Road /�nn�/ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yCou VD BUILDING DEPARTMENT 1°� TOWN OF SOUTHOLD October 22, 2012 Walker McCall LLC 275 Spring St SW Atlanta, GA 30303 Re: 22600 Route 25, Cutchogue, NY TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. V--Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) - Trustees Certificate of Compliance. (Town Trustees#765-1892) D"Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36341 —Alterations to existing Barn .29/0^-010 21 45 631-382-8236 Ralph Pacifico PE Page 2/2 Pacifico Engineering PC :; �� Engineering Consulting PO Box 1448 Y' 9"A Ph 631-988-0000 Sayville NY 11782 < ya ql�:.Y_, €ii ij k Fax 631-382-8236 n'k ME b h www pacificoengineenng.com .. Y ,a .W.p�: : ::z engineer@pacificoengineenng.com January 29, 2010 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject- Wind Turbine Installation for Russell McCall 22600 Main Rd Cutchogue, NY 11935 1 certify that the design submitted for the installation of a wind turbine at the subject site has been prepared under my direct supervision, and is in accordance with the the loading and soil criteria specificed by the purchaser The installation, when installed in accordance with the approved drawings and the manufacturers installation instructions will meet the requirements of the 2007 NYS Building Code and ASCE7-05, 120 mph wind sof NL-"�rY U v r � Ralph Pacifico, PE --'` Professional Engineer 06618 RQ ESS1fl�P 4k COMcheck Software Version 3®801 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title:McCall Winery Construction Site: Owner/Agent: Designer/Contractor: 22600 Main Road Russell McCall Nancy Steelman Cutchogue,NY 11935 Walker McCall,LLC Samuels and Steelman Architects PO Box 271 25235 Main Road Cutchogue,NY 11935 Cutchogue,NY 11935 404 274-2809 631734-6405 Section 2: General Information Building Location(for weather data)- Suffolk,New York Climate Zone 4a ® Building Type for Envelope Requirements Erements Non-Residential �C lir Activity Type(s) Floor Area Case Storage(Warehouse) 757 APR 2 1 Wine Tasting(Dining Bar Lounge/Leisure) 864 2011 Section 3: Requirements Checklist BLDG DEPT. �y ,y� uy TOWN OF SOUTHOLD _ 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 984 300 00 0.034 0.027 Exterior Wall 1•Concrete Block:10",Partially Grouted,Cells 1428 -- 10.0 0.084 0.104 Empty,Normal Density,Furring.None Door 1.Wood,Swinging 64 — — 0 460 0.700 Door 2•Insulated Metal,Swinging 21 -- -- 0.060 0.700 Floor 1•Slab-On-Grade:Unheated 119 — -- -- -- (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 F1 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 Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Project Title: McCall Winery Report date, 04/20/11 Data filename:Z:\ACTIVE PROJECTS\McCall Winery\Untitled cck Page 1 of 11 5 Jt Name-Title ISi ature Date Project Title- McCall Winery Report date: 04/20/11 Data filename:ZAACTIVE PROJECTS\McCall Winery\Untitled cck Page 2 of 11 COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title:McCall Winery Construction Site: Owner/Agent: Designer/Contractor: 22600 Main Road Russell McCall Nancy Steelman Cutchogue,NY 11935 Walker McCall,LLC Samuels and Steelman Architects PO Box 271 25235 Main Road Cutchogue,NY 11935 Cutchogue,NY 11935 404 274-2809 631734-6405 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Case Storage(Warehouse) 757 0.8 606 Wine Tasting(Dining:Bar Lounge/Leisure) 864 1.3 1123 Total Allowed Watts= 1729 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 Watt. ,Case Storage(Warehouse 757 sq_ft) - Incandescent 1:Incandescent10OW 1 4 100 400 'Wine Tasting(Dining:Bar Lounge/Leisure 864 sq.ft.) ., ! Incandescent 2•Incandescent 60W 1 6 60 360 Total Proposed Watts= 760 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 1729 760 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: Fi 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. Project Title: McCall Winery Report date: 04/20/11 Data filename.Z:IACTIVE PROJECTS\McCall Winery\Untitled.cck Page 3 of 11 Exceptions: ❑ Lighting intended for 24 hour use. Fi 6. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts) Exceptions: F1 Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts) Section 5: Compliance Statement Compliance Statement. The proposed lighting design represented in this document is consistent with the budding 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 Versi h 3 8 1 and to KoViply with the mandatory requirements in the Requirements Checklist 7 &A'It<Zak Name-Title S' nat e D e Project Title: McCall Winery Report date.04/20/11 Data filename:Z\ACTIVE PROJECTS\McCall Winery\Untitled cck Page 4 of 11 COMcheck Software Version 3.3.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title: McCall Winery Exterior Lighting Zone: 1 (Developed rural area) Construction Site: Owner/Agent: Designer/Contractor: 22600 Main Road Russell McCall Nancy Steelman Cutchogue,NY 11935 Walker McCall,LLC Samuels and Steelman Architects PO Box 271 25235 Main Road Cutchogue,NY 11935 Cutchogue,NY 11935 404 274-2809 631 734-6405 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 Watts /Unit (B x C) Main entry 1 ft of door width 20 Yes 20 100 Other door(not main entry) 1 ft of door width 20 Yes 20 60 Parking area 2 ft2 0.04 Yes 0 80 Walkway<10 feet wide 2 ft of walkway length 0.7 Yes 1 80 Total Tradable Watts*= 41 320 Total Allowed Watts= 41 Total Allowed Supplemental Watts**= 500 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 500 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 Watt. Main.entry(1 ft,o_f�doorwidth) Tradable W_ attage _Incandescent 1:Incandescent 10OW ~1 1_ 100 100 rOther door(not main entry)(1 ftof door.width_)_Tradable Wattage - Incandescent 2:Incandescent 60W 1 1_ 60 60 Parking airea(2 ft2).Tradable3Wattage,. Incandescent 3 Incandescent 40W 1 2 40 80 iWalkway;<10 feet,wide(2 ftof,walkway length):;Tradable Wattage Incandescent 4.Incandescent 40W 1 2 40 80 Total Tradable Proposed Watts= 320 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 Project Title: McCall Winery Report date. 04/20/11 Data filename:Z:\ACTIVE PROJECTS\McCall Winery\Untitled.cck Page 5 of 11 Compliance:Passes using supplemental allowance watts. Controls,Switching,and Wiring: Lj 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. L] 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: F-I 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. L] 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 Version .8.1 and to comp with)themandatory requirements in the Requirements Checklist. 1121 4_4 Name-Title Sig tu Date Project Title: McCall Winery Report date- 04/20/11 Data filename Z•\ACTIVE PROJECTS\McCall Winery\Untitled.cck Page 6 of 11 C®Mcheck Software Version 3.8.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:Addition Project Title:McCall Winery Construction Site: Owner/Agent: Designer/Contractor: 22600 Main Road Russell McCall Nancy Steelman Cutchogue,NY 11935 Walker McCall,LLC Samuels and Steelman Architects PO Box 271 25235 Main Road Cutchogue,NY 11935 Cutchogue,NY 11935 404 274-2809 631734-6405 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone- 4a Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1 (Single Zone):Split System Heat Pump Heating Mode:Capacity=46 kBtu/h,Efficiency=8.50 HSPF Cooling Mode:Capacity=48 kBtu/h,Efficiency=15.00 SEER 1 Water Heater 1:Electric Instantaneous Water Heater,Capacity:9 gallons w/Circulation Pump,Efficiency:0.95 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency: Heat Pump: 7.7 HSPF 13.0 SEER Requirements Specific To:Water Heater 1 : ❑ 1. Electric,Water Heater efficiency 0 9 EF(127 SL,Btu/h(if>12 kW)) Lj 2. All piping in circulating system insulated F1 3. Automatic time control of heat tapes and recirculating systems present ❑ 4. Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads 0 Exception-Standby equipment automatically off when primary system is operating FJ 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 L] Exception:Continuously operating zones ❑ Exception:2 kW demand or less,submit calculations n 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 Project Title: McCall Winery Report date. 04/20/11 Data filename:Z.WCTIVE PROJECTS\McCall Winery\Untitled.cck Page 7 of 11 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 L] Exception:Ducts located within equipment F1 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 F-I 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) E] 14.Balancing devices provided in accordance with IMC(2006)603.17 n 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. Li 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 60°F. 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. ❑ 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 me hanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck V ion 3.8.1 and comply with the mandatory requirements in the Requirements Checklist Name-Title Sj nature Dat Project Title: McCall Winery Report date: 04/20/11 Data filename Z•\ACTIVE PROJECTS\McCall Winery\Untitled.cck Page 8 of 11 COMcheck Software Version 3.8.1 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 7.7 HSPF 13 0 SEER Requirements Specific To:Water Heater 1 1 Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency: Electric Water Heater efficiency: 0.9 EF(127 SL,Btu/h(if>12 kW)) 2. Insulation must be provided for recirculating system piping,including the supply and return piping of a circulating tank type water heater. 3. Systems designed to maintain usage temperatures in hot water pipes,such as recirculating hot water systems or heat trace,must be equipped with automatic time switches or other controls that can be set to switch off the temperature maintenance system during extended periods when hot water is not required. 4. When used to maintain storage tank water temperature,recirculating pumps must be equipped with controls limiting operation to the start of the heating cycle to a maximum of 5 minutes after the end of the heating cycle. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE'Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a)capable of setting back temperature to 55*17 during heating and setting up to 85°F during cooling, b)capable of automatically setting back or shutting down systems during unoccupied hours using.7 different day schedules, c)have an accessible 2-hour occupant override, d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a)Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages. b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15'F. 8. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P'for pressure sensitive tape,'181A-M'for mastic or'181A-H'for heat-sensitive Project Title: McCall Winery Report date: 04/20/11 Data filename:Z•1ACTIVE PROJECTS1McCall WinerylUntitled.cck Page 9 of 11 tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B-FX'for pressure-sensitive tape or'l81 B-M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 10 All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 1/2 in for pipes-1 1/2-in nominal diameter, 2 in.for pipes>1 1/2-in nominal diameter. Chilled water,refrigerant,and brine piping systems, 1 1/2 in insulation for pipes-I 1/2-in nominal diameter, 1 1/2 in insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in insulation for pipes-1 1/2-in nominal diameter, 3 in.insulation for pipes>1 1/2-in nominal diameter - Exception Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception-Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105'F. - Exception.Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Piping within room fan-cod(with AHR1440 rating)and unit ventilators(with AHRI840 rating). - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity(input and output)and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming comments d) complete narrative of how each system is intended to operate. 12. Service hot water piping,where required, must be insulated to 1/2 in.if pipe less than 1.5 in.nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu.in/(h-ft2-°F). 13. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110°F. 14. Balancing devices provided in accordance with IMC(2006)603.17. 15. Demand control ventilation(DCV)required 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. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy budding warm-up,cool-down,and setback, except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1 0 in w.g.when tested in accordance with AMCA Standard 500. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. - Exception:Systems with a design outside air intake or exhaust capacity of 300 cfm(140 Us)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized,respectively 17 All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F 18 Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness.Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. - 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 60°F. - 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. Project Title: McCall Winery Report date- 04/20/11 Data filename.Z:\ACTIVE PROJECTS\McCall Winery\Untitled.cck Page 10 of 11 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. 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. Project Title: McCall Winery Report date: 04/20/11 Data filename.ZAACTIVE PROJECTS\McCall Winery\Untitled.cck Page 11 of 11 i Revisions - 2/23/10 I. Note: Distance to SITE .cross street. Revisions - 5/20/10 Cs�'® ■PAR R" KINGSCTM # ;�l000-109-1- 40 - .936 ACRE (DEVELOPMENT RIGHTS INTACT) 1. Location of Wel 1000-116-1-2.2 - 48.47 ACRES (DEVELOPMENT RIGHTS SOLD) A�th ow WINERY 1800 SF/200 SF/SPACE 9 SPACES 1600-116-1-3.4 - 35.8 ACRES (DEVELOPMENT RIGHTS SOLD) ° °r 1000-109-1-38 - 1.84 ACRES (DEVELOPMENT RIGHTS INTACT -- tro y� Fo TOTAL PARKING SPACES REQUIRED 9 SPACES ) TOTAL PARKING PROVIDED 9 SPACES W/1 H.0 ° ° <o�,ro 1„ PROPERTY: 22600 MAIN ROAD ° ADDRESS CUTCHOGUE, NEW YORK, 11935 OWNER: WALKER McCALL, LLC. PO BOX 271 t Jo CUTCHOGUE, NY 11935 ��.•..,....,. t - o�� S SITE: 87.046 ACRES '� . w . , VINEYARD 20.7 ACRESy,, y ¢* z ZONING: ACLd LOT COVERAGE: vl OcS' t4 c wgr S«'l i! 4 fi ry ,,Z� \• 5, 6°s Yo, -O,. ALLOWABLE: .20 % & _ sr EXISTING: 0.065% IU- SURVEYOR: JOHN EHLERS 6 EAST MAIN STREET W RIVERHEAD, NY 11901 oA LICENSE # 50202 W \ �,�`' DATED MAY 312009 Z W I— \ a3 ��he FFi�'�o, YOUNG & YOUNG, LAND SURVEYORS 1— '80' 4, 4/r� ��°r/ 400 OSTRANDER AVENUE Q ??°? • , RIVERHEAD, NY 11901 W C Z u/°w or vn SOl e1 k�erlk LOCATION P • s o^� 0 ° �C InALand now or Formerly: `Iq w � Bertis Pace � ti� z I � 14°48'40"W � F O 'I' G r#::n �pP ` z ,rye SCTM # 1000-116-1-2.2 DEVELOPMENT RIGHTS OWNED BY SUFFOLK I COUNTY , ! Land now or Formerly: ss 48.47 ACRES Peconlc Land Trust ` MAIN ROAD RT EXISTING 22600 MAIN ROAD, CUTC HOGUE, NY a °� R�FR sriNOQ��cO ' I FENCE EXISTING ' F\ 7' 06 z PADDOCKS I SE S EET SP-2 ' / I FORELARGE l I SITE PD LAN OFA I I %ISAREL __ cnSCTM # 1000-116-1-3.4IDEVEL , W OPOd pui ( n a M O DEVELOPMENT RIGHTS / „ � r0? OWNED BY SUFFOLK / I �° Sa�NITr4RY 433I5� W -J J. N z COUNTY :-- - I Q LL \ I �s SY _ _ 384.17- 35.8 ACRES ► N13°32 /, ,/.i;, > ~i; ' /,,, `� /;i �i��� � %/./,%i%�/��-„� W• ix c� ui a n p '4 W. N = v PROJECT SITE ►- Y.'ASEI: Llfdw(Q) E*(1T BE INSPECTED Cy TME ` , DCP�'ICEr. TM # 1000IGHT - N Q t— SUFFOLK COUNTY IDI`PT. Or HEALTHI°XI5 IN6 - DEVELOPMENT RIGHTS INTACT CALL �"Jd''✓7.eir4, 4£3 Hours, IN ADVANCt4 'mad'\ N To rCHEfDULE I I 1 IN'3PECTI0N(5)• ` -- � • fo #c and Vt' ` O . O Suffolk County Department of IieAlth Services �NEY ►R� \2� Approval for Construction-Other Than Single Family oldnow I(- NFw Reference No.� ” I0"000 I Design now3`(a °ogoy — d sTFF��P,� These plans have been reviewed for genera conformance with Suffolk N � County Department of Health Services standards, relating to water - • supply and sewage disposal. Regardless of any omissions, " inconsistencies or 17953-*\ - `� / RN� cousistencies or lack of detail, construction is required to be in a � EDA accordance with the attached permit conditions and applicable standards,unless specifically waived by the Department.This approval --- expires S years from the approval date,unless extended or renewed. rk. CY PLAN- PROJECT O: 0914 ` � / �.� af'U2i%b i� l� SCALE: NOT TO SCALE - � Approval Date �—�� Reviewer � �w� DRAWN BY: NS, UT 08d 31"E CHECKED BY: NS DATE: JAN. 15, 2010 SCALE: NOT TO SCALE 362.58' At Od59'iX'W SHEET TITLE: m « v N m a 0 0 S SCTM # 1000-109-1-38 SITE PLA d ~ ; DEVELOPMENT RIGHTS INTACT 1.84 ACRES N 0 43 • �' T13.51' S10 59'12"E SHEET NO.: iff Suffolk County Dept of Health Services Town of Southold Site Plan Approval 2 1�5 1 / 1'p 15 Q Revlslons - 3/25/10 \' -\ Exterior Lighting Revlslons - 5/20/10 I. Location of Well Revstons - '7/8/10 \ ' I. Location of Drywell 400 I ' \ EXN 0 UTILITY SCTM # 1000-116-1-2.2 / POLE DEVELOPMENT RIGHTS I \ ® z Z OWNED BY SUFFOLK r \ / ,/ LLT COUNTY I / 48.47 ACRES ' \ / 00010 LF LFI ' •� I . \ W EXIST ' ►------- �p`�x � z Lid 3: I \ N -,If HrnMti SerVx-1 I•— \ EXIST• _ 61111(c C4 W Q M 1 1� � ih117 I L ND NOW OR FORMERLY / Q CONIC LAND TRUST Z0 \ New plantings WOODIER CP 0, Shrubs: Hydrangas, 5 AREA NEL„• d>�iV �O± NEW GONG. CURB Q \ gal, Azaleas, 5 gal, FLINE OF EXISTING , AS PER NY STATE I pJ Ho11les 48 ht, D.O.T. U New plantings � IVEWAY 4 3.95 f� r Holl Bushes 6roundcovers: Ylnca d , - , ' 4 ft ht Perrentals. 17 0 ENTRY7 Q A Cedar trees \ �, 4�'W EXIT \ 5 ft ht EXIST. S7 ►� _ TREE \ pANAN5 AT 2ELKOVA � 0 _ �- \ \ S5'-O" 6� 3° GA DRYNJI:LL _ 15' RIS `Y — — - DRAIN \ I TRENCH or DUMPSTER FOR.ca AT r 6' H FENCE • FIAT I GLOSI i o / REM EXIST. TREES _ - - �• \ \ N1 3*3�Z.I 13'32'26„W �" . - � ' IST. IN SHOWN HATCH>5D_ P TREE __-- F _ lTr& W \ ax a oo ^ sT -�T. D IVEWAY „ RELOCATED o, EXIST'IN6 \ 4 a gp �0 BPMF . �\\%-� EXISTIN6 SIGN \ UTILITY L.AWN AREA ' __ U&M �Y ---- -- "--_ UNDERGROUND / \ POLE I OVERFLOW PARKING ----- -------- o //' / // TR / -eusK�'fo ' •, UTILITI IG INE /2 IN6 ARF r'1! BP4' , 1 ad Z , XIST. FOUNDATION EXISTING- -- - / m :LP : .-, ` y- / E REMOVE WOODED N QLo AREA I \ / T -------------- E3<I5TIN6 .-AO ,'� , WHITE E. Y ------------ V!PER&ROUND LAWN AREA - ,r-- / ���� / / F ---- 20' / /j/��� %� I POPLARS / i o } M ELECTRIC LINE FROM - I A SCTM 1000-109-1-40 New lantln s ' O�' --�� %' ' 1 W -1• Q Y41ND GENERATOR DEVELOPMENT RIGHTS ` XP' � EXIST. EXISTING 5 TAT Shrubs: dran as, LP ti jj /���/ — — I \ W• w 0 IRRIGATION INTACT HOLE 9 \ PLANTER , , � -� M = g i U�aED MISG. WELL .936 ACRES EL:+22.5' S gal, Az 3 w / S / VINEYARD 6C,�JIP- J \ • �' W a _ ga I, Gro covers: ^ jj�.1j/� / I \ N 4r U Ytnca Perrenlal5. 8— ►- EX15TIn DIRT ROAD EXIST. XIS• W UNDERGROUND NATE5 LI I- - _ _ NEW \ Q F-• c', TREE S^T`' „' '.000-1, 1 2. &-INE-OF-DEVELOPMENT-Rl6HT5-50L-D LINE OF DEVELOPMENT RI T5 SOLD DEVELOPMENT RIGHTS 0 SEi�TIG SY M OWNED BY S�JFFOLK EXIST. (1) 1,200 GAL IG TANK (5T) / N COUNTY TREE IST. IRRIGATION 35.80 ACRES \ ,9 8 FT DIA 4 FT LD (ST) YELL�` 18 FT DI x 5 FT LD / � o ASE TRAP (GT) J� 9 � o� NEW,, 2) 8 FT. DIA. X 6 FT. HT. 4 \ O .�P�� �•sTE 0f''rCz 't. (1) 8 FT DIA x FT HT (EXP) EXISTING DIRT ROAD (7 EXISTING N T SIGN TO BE - RELOCATED • 2 017953' l SHRED ISTING f � Q1-17111A-T ILITY \ PROJEC' NO: 0914 cr° t-INc(r)-luUrT E3E INSPECTC[E E'Y TRIC l'lOLE 7\ w Ur'ROLK \ COUNTY DEPT. Or HCALTP rERVICES. \25 DRAWN BY: NS UT � 1 CALL C.52-5754, 40 HOURS IN ADVANCr, • CHECKED BY:\ O TO SCHEDULE Wspr'CTION(€). NS I \ / '0rxi �IcII _ DATE: , JAN. 15, 2010 \ X25 �T , 7 F ,uG � SCALE: / �O Q.,.,�. �'i^'_"k`1 V sTl 6.:' 1.. =201-011 Suffolk County Department of Health Services SHEET TITLE: �/ \ 4� Approval for Construction-Other Than Siingle Family / ReferenLAHce No. Q l O"0001 De • SITE \ p Uses) A/I' , sin Fllow 3 �t C'_" PLAIV S CA L E: 7 = 20'-0" ,y Chun plans have been reviewed for general conformance with Sul1olk y Department of Health Scivices standards, relating to water ` supply and sewage disposal. Regardless of any omissions, inconsistencies or lack of detail, con„truction is required to be in �- accordance with the attached permit conditions and applicable \ standards,unless specifically waived by the Department.This approval expires S years from the approval date, unless extended or renewed. SHEET NO.: Q�f \ L1�L ZQ���JG Approval Date Reviewer �'- Suffolk County Dept of Health Services Town of Southold Site Pllan Approval Revisions - 2/23/10 BUILDING WALL 1. Effective depth at FF EL 20.3 TEST HOLE LF 5 GALLEONS PER 28' BY MARK McDONALD LV GRADE 20.0 FT. GEOSCIENCE 2.0alculation of leach MINUTE WELL YIELD IE. +101.3 IE. +18.21 I' MIN. 2' MAX. NO SCALE SOUTHOLD, NEW YORK 11971 I gPi re type, I/4"/FT. MIN TEST HOLE DATA 12/17/09 EL: +22.5 Revis on - 3/16/10 I/8"/FT. MIN. TOP OF POOL 1. Note GRADE 20.0 1' MIN. �� SEPTIC 1'1.016 FT 2 FT. BROWN SILT SAND SM 2. Use TAMPER RF-515TANT FT• EACHING Revi5lon5 - 5/20/10 2 MAX.MAx �'�• TANK POOL z WATER TIGHT �1� jr BOT OF POOL 1. Well Details VENTILATED tN. 1E, +18.21 IE. +1?.63 z lo.a6 FT. PALE BROWN MEDIUM SANDFINE SP TO EL: + 6.4' GASIN6 GAP GREASE 8 ft. MIN. M WATER 16.1 FT TRAP 6.4' FT C7R,4DE AWAY SOIL E. +18.32 WATER IN PALE BROWN FROM WELL 24' II' 23 FT. FINE TO MEDIUM SAND SP z ~ SEPTIC PROFILE FOR WINERY W D I REGI BURIAL GABEL (UF) • UNDERGROUND TO PUMP r., a 0 A. PANEL INSIDE BUILDING SANITARY CLC U LA I. ALLOWABLE DENSITY '� •' ' "�''' TOTAL ACERAGE: 87.046 AC V FLANGE ACERAGE: 84.27 AC (DEVELOPMENT RIGHTS SOLD) ACERAGE: 2.776 AC (DEVELOPMENT RIGHTS INTACT- NON PLANTED) W HYDROGEOLOGICAL ZONE: ZONE IV 0 0 '.'.. PI TLESS WATER SUPPLY: PRIVATE WELL Z ALLOWABLE DENSITY: 2.776 Acres x 300 GPD. =832.8 GPD. � Uj UNIT •.•., i� :•;� I �;�"°.' s V411 DIA PIPE (ASTM RATED 160 II• SANITARY DENSITY CALCULATION I-- PROVIDE \ NEW WINERY P51) NSE APPROVED FOR TRAFFIC 1. TASTING ROOM (5 GPD /Occupant) Q BEARING, w: POTABLE WATER USE 5LABs CAST IRON cov>=Rs * 5 GPD X 48 Occupants = 240 GPD W TO HYDROPNEUMATI G TANK (82 * ( OCCUPANTS AS PER FLOOR PLAN SEE SHEET# 1 ) ' '�` I • "" 2' - Q - 2. STORAGE (0.04 GPD/SF) " • _ `''''' GAL MIN) INSIDE OF BUILDING dJ 0.04 GPD X 782 SF = 31.28 GPD Q ... MOTOR INLET _ TOTAL SITE DENSITY FLOW = 271.28 GPD GABLE ''' •'' .a ~• ►+�.•�. - OST PROJECT NOT OVER DENSITY ., Flow HIGH �. PRM KMr+ft LINEWAIr III. SANITARY DESIGN Q z DENSITY P\/G 'M SEPM TAW SEWAGE DESIGN FLOW: '~'' i, 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) OUTER GABS I NG 7.5 GPD X 48 Occupants = 360 GPD z t-" (RATED FOR 2. STORAGE (0.04 GPD/SF) r. Z ren 160 psi ':f I 0.04 GPD X 782 SF = 31.28 GPD TOTAL SITE SEWAGE FLOW = 391.28GPD PIEZ PIEZ "`r SANITARY SYSTEM REQUIREMENTS SURi=AGE I :. SURFACE GREASE TRAP SEPTIC SYSTEM -391.28 GPD ?;' •j' �t'•f ' N.T.S. SEPTIC SYSTEM 1.SEPTIC TANK (ST): 391.28 GPD x 2 DAY FLOW = 783 GAL USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) ' ,• cjQl�. 2.GREASE TRAP (GT) USE MINIMUM: (8 FT DIA x 5 FT LD) •,ta 4•r• 3.LEACHING POOLS ( LP ): 391.2811.5 S.F./GPD = 260.9 S.F. USE MINIMUM (2 -8FT. DIA. X 7 FT. HT.) VALVE •• . EFFECTIVE DEPTH (2 -8 FT. DIA. X 6.67 FT. HT.) = 333.35 S.F. PLUS 50% EXPANSION (EXP): 1 -8 FT DIA x 7 FT HT :'�' • I =10 06 z WASTE WATER PROCESSING -NONE E- THERE WILL NOT BE ANY WINE PRODUCTION ON SITE y E• NOTE: SUBMERSIBLE PUMP TO BE r .: :....�: . .:. . LL- 4 EQUIPPED WITH A PRESSURE SW I TGH SUBMER51 BLE .: N ° o M THAT 15 SET TO OPERATE AT 20 psi PUMP ~' PROVIDE \ W J , 0 � MIN. WITH A 20 psi DIFFERENTIAL •°? ' -=` TRAFFIC I /BVI E CAR LCUL A TIO BEARING _ = a LL SLABS CAST IRON COVERS W• M IU to NEJ••••L ROOF AREA OF NEW WINERY ; a Ln oeq � ��:�.:; Q _ DRY WELL AREA X RAINFALL X RUNOFF FACTOR 0 GAS I NCS s° ` 2 a� (DW) "A" 2480 SF. X (2112 FT.) X 1.0 = 413.3 CU. FT. Q F-• w PACKER - USE:A' STORM V DIAMETER x 8' HIGH POOLS '' :�;' :• ,'' 8' DIAMETER x 4' HIGH POOLS N(1) 8' DRAIN RING = 337.8 CU. FT. MIN.4•DIA. _ °�'� (1) 8'X 4' STORM DRAIN RING = 168.9 CU. FT. PIPE PITGHE FLOW - SpDR-435 IA' 5506.7 CU. FT. - •:. , 1/4"/FT LINE `� d) 1/8••7FTITGHED -PRO I ET. > REQS CUED. Q PARKING AREAS FRE H WATER DRY WELL AREA X RAINFALL X RUNOFF FACTOR OF NE QU I F w R STRATUMADW) B 1,230 SF. X (2/12 FT.) X 0.9 = 185 CU. FT. �P�� yo - Z USE: (1) 8 DIAMETER x V HIGH POOL CO G.��.'STFF� (1) 8' X 6' STORM DRAIN RING = 253 CU. FT. �`� 2'y ` PROVIDED REQUIRED AI_ 2 DRIVE z I. 8'-o" I, 253 CU. FT. > 185 CU. FT. SHOE SEPTIC TANK - 1200 GALLON �'�,s 217.93- G� LL N.T.s. SEPTIC SYSTEM 'FR A. l/ TRAFFIC BEARING LOCKING, PROJECT O: SCREEN NELLCAST IRONGRFRO GRADE 0914 ,I FIN15HM GRADE DRAWN BY: NS, UT STAINLESS LINE OF BUILDING STEEL TRAFFIC BEARING,TOP SLAB .• 20 _ ... ..Y.• •-..--• ' d) WATER Lime(arti f T BE INSPECTED BY THE CHECKED BY: NS 3urrOLK COUNTY DEFT. Or HCALTH Srr:v6CEs. ® DATE: MIN.4" DIA. >CALL 852-5754 48 HOURS INADVANCE, 'JAN. 15 2010 17R-55 PIPI ® ® To SCHEDULE 1N*FECTIoNQS). SCALE: RAW WATER TAP (NON TRE,TDENOT TO SCALED) I/4'/FT ® ® Cit ict Vtr�I I BALL(5HUT OFF VALVE) SHEET TITLE: TYPICAL WELL DETAIL ® ® �u Suffolk County Department of Heallth Services T,T4���`C�E N.T.S. � ? _ � Approval for Construction-Other Thstn Single Family DET A I L" GRADE !R _ Reference No.Q 0- )0'G aif Design 2 GHEGK VALVE ° iL to r - s e,rgn Flow Cj .0 1p W A Use(s) f1CCi�1Znd _ BACKFILL MATERIAL TO BE These plans have been reviewed for general coIIfOrmance with Suffolk CLEAN SAND,AND GRAVEL County Department of Health Service9 standards, relating to water WELL LATERAL ol 8' DIA. supply and sewage disposal. Regardless of any omissions, inconsistencies or lack of detail, construction & required to be in accordance with the attached permit conditions and applicable ELL standards,unless specifically waived by the Department.This approval SHEET NO.: expires 3 years from the approval date,unless extended or renewed. m 6R � � TYPICAL WELL SECTION Approval Date sviewer � HN.METRATION N.T.S. N•VERSIN TA AGKFILL MATERIAL TO BES P GLEAN 5AND,AND GRAVEL OF SAW NO 6RAVd. TYPICAL LEACHING POOL DETAIL Suffolk County Dept of Health Services N.T.S. SEPTIC SYSTEM Town of Southold Site Plan Approval r 1p 15 ns ' 1� Revslo —5/25/11 \ / / AS BUILT SANITARY Revsions 4/18/11 Distances to Well \ Revslons 11/2'1/12 \ \ Trench Drain 700t I EXISTIN& 0 ' \ \ , / UTILITY >- 5CTM # 1000-116-1-2.2 I \ \ POLE a Z DEVELOPMENT RIGHTS , OWNED BY SUFFOLK \ / � W COUNTY I \ / � � 48.41 ACRES ' \ / 000 0 0 0 LF / Co. \ W I \ ' EXIST. z W cr F- I w I \ Q ' LAND NOW OR FORMERLY 2� I �ECONI G LAND TRUST \ EXISTIN& WOODED I \ AREA WELL ENTRY/ a EXIT O TRENCH DRAIN, PRE Z -lot MANUFACTURED, - IWATER-TIGHT, SELF Q 0 \ 5"i 1je2-��34' W GhT1� CONTAINED, SEALED \ Q \ ✓-.00 z �°-- 6 CHANNEL PIM^-:,o+� IVEW�Y -0�� a DR w woo-wow �- I a4. \ � - �t, ' DRYrCI L RI&HT OF MY - _ .�.... . ---- _ 2 FOR G8 I 40 _— N000000�NoNN 419 0 0 0 �of � MONO-woo \ ' o © DWTREE \ ( _-- - � \ �► 5 r ____-- -� � \ \ Q EXISTING UTILITY __ ----- o I LAAN AREA � -------------- ---- UND TI ROUND � POLE / \ ' N OVERFLOW PARKING ------- ELEGTT��IG � u -------------- -------- --- --- UTILITrES LINE EXISTIN& _ ► ___ -- N WOODED \ _ 2 �.---------------------- -- ------------- P IN& A p \ / 2� AREA 1 VEL o5 Z / ----- -- ---------- --- \ &RP` �� I AS BUILT u) Q 0, V —_ --------------------- 0 EXISTING b2- \ LAWN AREA LP I J �• ------------------ UNDEW,,ROUND ° ----- ELECTRIC LINE FROMW J• x \ SGTM #1000-1041-I-40 4 EXISTING WIND GENERATOR 5 DEVELOPAMENT RIGHTS T �� PAN T. T / \\.41 ��yD Wz IL 0 IRRIGATION .q36 ACRES EHOL 2.5' P \ TER vino IP— UND�RbRO \ aIN M WELL L O w / 1YARD _ W' " u J EXISTIN DIRT ROAD TREE . v) CO sr,,m LINE OF DEVELOPMENT RI T5 SOLD DEVELOPMENT RIGHTS ® SEPTIC 5Y5TEM / a OWNED BY SUFFOLKa� EXIST. (I) 1,200 GAL SEPTIC TANK (ST) COUNTY TREE 6 FT DIA x 4 FT LD (ST) IST. IRRIGATION 35.80 ACRES \ YELL \ (I) BFTVIA x5FTLD / � o 6REASE TRAP (&T) O \ O pF NEW yo \ (2) 8 FT. DIA. X b FT. HT. \p� �,�P=�G��.STFF (1) 8 FT DIA x b FT HT (EXP) EXISTIN& DIRT ROAD 0179 \ �S7ZFRE A \ �I NEYARD E STING PROJECT�10: LITY !// 0914 LIE\ I \ 25 DRAWN BY: NS, UT \ t \ - CHECKED BY: \ NS \ \ \ DATE: MARCH 24, 2011 \25 25 SCALE: 1" = 20'-0" AS BUILT SANITARY SHEET TITLE: AS BUILT uEFQ� C°!= REVISED: &/31/11 EXIT DR $ STAIR f yx �JI 60' "I if,1 1 26-4" 51'-4" 41 \-1/2" GYP BD WALLS NOTE: DOOR � AND CEILING LOCATION 15 SHOWN A5 PER � MEN'S ROOM SEE FL. PLAN � Z 18" 6RAB FOR DOOR `� BAR LOCATION IN L•j WOMEN'S ROOM. \�`. � % F///l F///] /7/ :) - // 42" GRAB B O D [ Q w IX4 CASING / REMOVE EXI5TING,WALL SD _ TOILET PAPER _ FOR NEWfEX DO0 O EXISTING INSULATION V D15PEN5ER = 3 X 6 SEP -6 2011 24" MIN. �; X O N 0 / >- m IX6 BA5EBD BLDG.DEPT. O TOWN OF SOUTHOLD T / EXIT 51 � W/ W / j LIGHRTIWv A �X I STI NG j -- _ SOUTH ELEVATION WEST ELEVATION 0 NINE STORAGE TOILET ROOMS TOILET ROOMS ST[ / 'OOM O HEATED AND AIR CONDITIONED / I �5�A5O ,/USE ( EXISTING CONCRETE ) /� A Z NO HEA. 'INS OR AIR CONDITIONING 5LA5 ON GRADE � Q — ALL E(15TIN6 FJNI 5 TO REMAIN DR.EXIST' (NO FLOOR DRAINS) W G� \ GING ALL HVAC, EQUIPMENT / �'� IN ATT5T0 iC, SPACE RAGE AREA ABOVE I/2" 6YP BD WALLS \-1/2" 6YP BD WALLS AND CEILING MIRROR AND CEILING w m O 15" 12" / ' HIGH WALL " \\ Z (`TYPICAL) 5 8 HALL , POURED GONG. EXT. 56 6RAB BAR 4y2 Q cx It �'-�" \ \ �/ STAIR TO GRADE 2 / _ \� / WITH 42 GUARD RAIL % YV/ 11/2" d HANDRAIL G / v- z = m R ATE TASTING P , TE TAS �II�1 \� ��� ����� < REMOVE EX15T. m p = ArREA AREAS �T�o I � O WALL 4 PROVIDE r m / I- �R00 `� >' — LINTEL (4X&XI/2 N m RMER ST ORMER 5T _ \ct> >' �� \x 5TL ANGLES) I I IX6 BA5EBO i I\ •` I I\ \ �� : \ : / � � �, I �_ �� X ITCH SLAB TO u� I jy� NEW 3X6 8 I , DRAIN % % INSUL MTL DR. NORTH ELEVATION EAST ELEVATION TOILET ROOMS TOILET ROOMS ////////////////////////////////���////////�//�/////////////////////// / jj, 15" 15" od Z- Li1-6" , ,.P = tea• � � INTERIORELEVATIONS Jam• � o SCALE: 1/2" = 1' -0" 'i" RIBS MAX. W/ w J • LuZ w REFERENCE EXI5TIN& EX15TIN6 EXISTING EXI TING 11" TREAD MIN. n Lu- 0 to W Lo M g NORTH EXISTING STONE OUTDOOR OUTDOOR OUTDOOR OUTDO R w• a N PLANTER 5TALL 5TALL 5TALL STALL r v, v,- _ NOTEs ALL 5TALL5 TO 5" VENT THRU ROOF = REMAIN OPEN AND USED FOR MI5C. I VINEYARD EQUIP- MENT 5TORAGE OF NEW), o ST �62 2" PENT ' HI(SH WALL ' h 1 (TYPICAL) c, 40' � � SSR I t I ROJE�)FN 0914 WOMENS ROOM I ( DRAWN BY: NS I I FIRST FL®®R PL HE KED BY: FOUNDATION !'. WALL . � '� SCALE: 1/4" = V -01' i�S LAV I LAV ( 51 NK DATE: co ( � TA5T1 NCS ROOM OCCUPANTS MARCH 22, 2011 5" FRE5H AIR ( WG I WG I ASSEMBLY — UNGONGENTRATED ALE: .. _ .. VENT I (15 5F (NET) PER OCCUPANT) 1/4 - 1 . 0 I I I 615 SF/15 = 41 OCCUPANTS SHEET TITLE: I F I RST FLOOR TABLES, GHA I R5 AND TASTING BAR: 3-1 SEATS FIRST I W 1 NE 5TORAG OCCUPANTS FLOOR I WAREHOUSE - (5 (GROO SS) PER OCCUPANT) I 3 WASTE 00 PLAN I -15-1 SF/500 = 1.5 OCCUPANTS SHEET NO: 4"X3" G.I. HOUSE TRAP "' PLU BIG RISER' DBUILDING PERMIT" SET 1 ,o I REVISED: 8/ 1/11 . EXIT DR 4 STAIR . I , . , . . ; a I . EXISTING WINDOW EXISTING WINDOW • REMOVE EXIST. EXISTING ASBESTOS I s . MTL VENTS SHINGLES ' EXISTING ASBESTOS 000 12 i 5HINGLES +�_ 6 I i 1 i 1 I 1 11 I '" �"' L---_J L--__J EXISTING Z WOOD SIDING EXISTING OVER HEAD W . :.h. T IXTURE ,.,.•, :,: • I. o' O GUARD R�4 L T .. . . OP .. . EN TO A� GH ST 2 M T ALL'. OPEN TO . STALL B O EY ND . STALL U PAR ITIONS:.• BEYOND . . T 1. . F- :; N' . EYV D OR : . :. i — �....... O —% . .. . . I �. . :.. ...: .•... \ , '... . .. 5T G� I + :'..' ' ' . .. I .4'.' r' 1. , . . :-t .: ... . >- . .. I � .. .+ - .1. - i'" .', , . --- "- +- --' ' , . - " .. .. - :. .. . .1 . . V : .... ...' I . , .. ..' .� ' " + . .1. , " ... ..--. ' . *- . :. -, .. RN %'. .. .. . .. .. ".%-�-' - . . . :. :.. - , I ' I 0 :BA O O ..%:�sl . , - .. .I .. ...:: . - . . . ..'' ,.. . . - . I :V R:'' —.� .. : �o .. ... !' ' .4'.. . .. . - . , - .�' -- --':.... . . - . -. ..' - -%.. . . - .. . . .:. w , - - - 1. - ... ..-:.-,-:- . . ..' . :.. :-, *'z' :�' ..... +. .. ... .. . ' �' . - _ 1. " - . - . 1 . ..l. . . .. . . .. ` '. " - , ..l..... . '. .: . . ' . - ==�-- . .. - -"�� .%, . :. - ---AtttttttttttttttttttttZttttttt� –.. . _ . . -� , 1:*'.. .. . . .. . I I..".. -��—�----�' .' . ........ . . — ,:. :.'....' ..' .'" , ^% ... . ... . .. , . I .,.,... .+,+. .. 11 ..:. W - -.1 1. . - --- — - – . .. _ - * % . .1 :'- . . If..1 ..-L:Z.:_ *. ::'..... I. ,.. -- 1 - : -- . . I . . .1 .. —j] ; : .'.. . %. . . . '.� '..:�......-- . EX IS. INb:. NG O T ,. 1". . ... . ... ... - :. ---- ------------ Z L B O 1C`:W tiL- W W/.STUG%GU'PIN. , • = ---------------------------------------- --� i .. .:' - I I� 1 NE O EX G L 1= ISTING O GRE 5 N TE L B POUREDGONG. EXT. ---------------------------------------------------------------J W ,,,,,� STAIR TO GRADE EXISTING STONE WITH 42" GUARD RAIL I Z l< 11 W/.I I/2" d HANDRAIL PLANTER Q .. �� INORTH ELEV TI® SOUTHELEVATION 0 - 11 � 1�11 I 1 .; .1 I SCALE: 1/4" = 1' -0" SCALE: 114" = 1' -0" 1 , Q 0 x w Z I 5 1 I . i :,, , • t " I ' jr i. V II' 061 mA IN! I Z I XI SV 16 1 ', ', ' r ', I .� .. w . .. ,- t. % .. •- ... .. �.: = ......� ..' .. ._r,.:. , ,. .. , .. .l . TONG_li01. 1 . - i5_ NG. .. 1. . O .. .. ... 1 SLOGK lN;4LL' % N .. .. % ... 1 06 Z YV/ -STU GGO:SIN::_•,.. .:, 1. ..` ., ._ :. :; .. .. .. .. .. I N .. ''AA p M I� V/ i 1, Q . V f: x M i .. r to r.'. v. r .......:.:.. .. .. . •.. .. ..` % . .2 Y M X N NC J !: ;.: E I TI GO a W 0 M ocic o BL . 1. SUTRE55 } . . . STUB FAN: , ° . W J. z 3 :Y�I/ O ;:; W , , I. � – :{. 4 . a z LL _ ':�' .. : •. .:r t. .t: W V W . .. .. .. . N p I M `7 Q'•t, N . W) 0 W N CC _ G '� t• y M . V .. : (� = r . .. V/ cn _ .1. .. i I LINE OF EX I STING GONGRETE SLAB " '; I -------------------------------------------------------------------------------------------------------------------------------------------------------------- ,, . . ;,.i , , ;I WEST I �t ll� . ,�L�. - : � � L SCALE: 1/4" = 1' -0" j ' . 1. ;, PROJECT NO: 0914 - DRAWN BY: NS CHECKED BY: NS :. DATE: . . . " MARCH 22, 2011 ALE: . - .• 1/4.. = 1 0.o ... - . : x SHEET TITLE: . :.. .--r- OPEN TO STALL BEYOND i x N . . . . ' �f BUILDING LDIN G . ` Q . .. , i .4. i ; . . --------- ELEVATIONS S f rI' s . ., .. .. . '';i i ----------� i -- -- — — . _ _ �-�-�— PoutzED GONG. EXT. '',��� ' ----------� STAIR TO GRADE . ' ----------i i WITH 42" GUARD RAIL - 1 ----------� 1 JN/ 1 1/2" d HANDRAIL _ is EXISTING � SHEET NO: � .I I., I � \— WOOD SIDING a ,:° EXISTING STONE �' r '+ PLANTER EAST ELEVATION . } I I . � I 1:"� , ' , ,, r � 1 . SCALE: 1/4" = 1' -0" I . --- � :-� - - -- --- -- --- BUILDING PERMITSET .+ I � - - � j I ' ' � , ,r : K ; . ,: , :� � ' : ,I � ' ', 111, I 1. " I I I ��' ' j '' . ' r � I ii.. , '; � r I I ; it i : . rL� . ;' ;1. !­ ; E I I SITE. DATA Cp�pSCTM # 1000-109-1-40 - .936 ACRE (DEVELOPMENT RIGHTS INTACT) h04, 1000-116-1-2.2 -48.47 ACRES (DEVELOPMENT RIGHTS SOLD) or 1000-116-1-3.4 - 35.8 ACRES (DEVELOPMENT RIGHTS SOLD) 1000-109-1-38 - 1.84 ACRES (DEVELOPMENT RIGHTS INTACT) X04 o c r PROPERTY: 22600 MAIN ROAD \ o ° ADDRESS CUTCHOGUE, NEW YORK, 11935 0 /)o OWNER: WALKER McCALL, LLC. PO BOX 271 s CUTCHOGUE, NY 11935 o�� / r• ow y. o get SITE: 87.046 ACRES 50 � �o� VINEYARD 20.7 ACRES [ Z G G ZONING: AC W ? �a LOT COVERAGE: is APR 21 20111, ryophc F� or ALLOWABLE: .20 % O es �Qo For EXISTING: 0.065/o ! BLDG.DEPT. _ r TOWN OF SOUTH0' _ V =�33. °9�� �^ SURVEYOR: JOHN EHLERS 1-- 6 6 EAST MAIN STREET V RIVERHEAD, NY 11901 LICENSE # 50202 W DATED MAY 3, 2009 \ A/1�1 <o, YOUNG & YOUNG, LAND SURVEYORS W0 % 400 OSTRANDER AVENUEz � oh or RIVERHEAD, NY 11901 F' a3s �e /o or •80• C/o/r �e�., � Q 4r . LOCATIONIAP z • LQ/7d • Ju h So�F*, Q /,"r er/y. ° �timF y O Al-and now or Formerly. ��9tiF o��ry Bertis Pace _Z 14°48.40"W TE J G 1 ti I L SCTM # 1000-116-1-2.2 hry DEVELOPMENT RIGHTS ' '-�_ MAIN ROAD RT.25 spa OWNED BY SUFFOLK °' ? COUNTY ��` Land now or Formerly: 48.47 ACRES Peconic Land Trust 2vt 2600 MAIN ROAD, CUTCHOGUE NY • �, i EXISTING N�D�MFRCFR �x�sT/NG c�ICOR ' FENCE \ 1 ' • I EXISTING �' -- / / °d Z' PADDOCKS SEk S EET SP-2 M o I FOR E�jLARGE% co Q zzz ' \-SITE PL -E OF I T%FFI AREA ___ `� • SCTM # 1000-116-1-3.4 I w OPOSED d I J W -1, V DEVELOPMENT RIGHTS I , SANITARY 433.95 v a 1o? OWNED BY SUFFOLK • COUNTY ► l ( -N13°3226"W SY .- % 2�, I W• x t U. U. 384.1 35.8 ACRES _ 1 ,.�, / //, i'% ./ „�i/�jjay M W WIND /rr �;�i,�//;//j�/, �/ /.� /.i;;, a N c� r/ii GENERATORS ,-� ,i '.. i% %iii '/ � ;i xisTi / i/% /� o N = • // %/% ' PROJECT SITE W " ;� �i�� �%� i/i�� /�;; BARN �.,,. r/j/� �: r> NEN / T TM # 1000-109.1-40Q !-• ci r--xis11N1c5 DEVELQJ3,IGHTS INTACT CO N • APPROVED AS (DOTED 1 N EY1 Toy°w Op OF NEIN cc! 06.8 �S�li p�yr. ' ` Ic+ t� I,► � FEE:` -_BY CV G.I L. STFFYOp'� NOTIFY BUILDING DEPARTMENT AT <2 ER 2, ' 765-1802 8 AM TO 4 PM FOR THE k E, FOLLOWING INSPECTIONS: " g N 1. FOUNDATION-TWO REQUIRED _ FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, 01 0170 N STRAPPING,ELECTRICAL&CAULKING /SERE AR ' 3. INSULATION i. K P LA4. FINAL•CONSTRUCTION&ELECTRICAL N ' MUST BE COMPLETE FOR C.O. PROJECT O: ALL CONSTRUCTION SHALL MEET THE 0914 SCALE: NOT TO SCALE REQUIREMENTS OF THE CODES OF NEW DRAWN BY: w YORK STATE. NOT RESPONSIBLE FOR NS, UT �j _ DESIGN OR CONSTRUCTION ERRORS. 08d 2 '31"E CHECKED BY: NS -- 'JM, ' Y WITH ALL DATE: CODES OF MARCH 22 2011 E ` YO "{ STATE Fx TOWN CODES SCALE: I; UI -D AND CONDITIONS OF NOT TO SCALE y Od 59' 2"W + B2.5 ' SOMOLD T17.11 MA �y }� SHEET TITLE: m �iUTFIOLDTOo,'N PLAN����Il"iG BOARD a 0 S 'J lFaD TOMN TRUSTEES SCTM # 1000-109.1: -- KEY PLAN DEVELOPMENT RIGHTS INTACT . N.Y. DEC 1.84 ACRES 0 435.15' • �..� 3 �, " NSTRUCTION SHALL 'PL&- C n�ATION f19 i W. �EOUIR�R�EflTS OF THE S 10d 59'12"E ON LEAD CONTENT BEFORE COMB 'P"Ed1 YORK STATE. CERTIFICA TE OF OCCUPANCY SHEET NO.: SOLDER USED IN WATER SUPPLY SYSTEM CANNOT PLUMBINGto�� p M EXCEED 2/10 OF 1%LEAD. ALL PLUMBING WASTE &WATER LINES NEED TESWIG CEFORE COVERING 0'CC UPANCY O USE IS UrNUT.71RUILDING PERMIT SET o 'vv I VI.-I I I I1 Ivf; I L: 0 OCCUPANCY P Zn 1 ' 1 REMSM APRIL M.Zon "\ \ PAT STAIR EXISTING 0 7 }. SCTM # 1000-116-1-2.2 UTILITY I \ \ POLE ® Z DEVELOPMENT RIGHTS _ OWNED BY SUFFOLK ' / Ld COUNTY 48.47 ACRES 0 LF / ;A W I \ �)C15T. � � W I LANP NOW OR FORMERLY 2� CONIC LAND TRUST EXISTING New plantings WOODED I Shrubs: Hydrangas, 5 �` yi, GRANITE CURB Q ' gal, Azaleas, 5 gal, F LINE OF EXISTING AAS PER NY STATE 0 U New plantings Hollies, 48" ht, RIVE!HAYP.O.T. m Holly Bushes Groundcovers: MncaZ 4 ft ht Perreniais. 02_ ENTRY'/ Q Q Cedar trees 4!'W — — _�� 5 ft ht EXIST. I BRiuc S7 _ _ _ "^� — — EXT TREE \ PAVIN& AT ZELKOVA O G �L CATCH ' " 6 5".G 15' RI or- WA'r - _ - -- • •--- --184 8' \ BASIN \ DUMPSTER D. ; FOR GB AT _ • H FENCE y ONO of DRIVE �` I3-32'2b \ G=O © MY S E ___--- \ N13'32'26„W . -I Inow no Ax _ Q P Ne PA I 15 Ioo ry A TREE -_ ___ RELOCATED EXISTING \ \ 5P E o x = _-- ---- - �•��� EXISTING 51GN � UTILITY T(PI \ �LI6HTI �Y --- -- -------- - EX15TI1 / \ POLE j,AYIN Amp, __ --- -� UNDERc�ROUND \ Z_ OVERFLOW PARKING -_--- __ _____ O j/bo/j sr UTILIT 1C, NE _ ------- ---------- --- - ------- Y� PARKING �j EXLSTINC� isiR %� / o — _ --- - I7 _ 1 P G t j V 20 / 4 7„ / EXISTING ` 06 Z \ GRAVEL - // ,,,, 15T. POUNDATI ON WOODED .. E REMOYEIp AREA TO -_-� ---------- REMAIN ------ 0 IRE APPARATUS A E55 // ----------------------- _J EXISTING \ ROAD TURN A -�Ar0 I WHITE g• a ” `� ----------- uNDERGRouND N A A _ --. - � j� POPLARS ELECTRIC, LINE FROM .-,�• 2O / //, W J• 0 \ SCTM #1000-109-1-40 � / i l � Q EXISTING WIND GENERATOR 5 DEVELOPMENT RIGHTS TEST i� a tinge ;� ; EXIST. j /� — — \ 6' _ Z " /Sh bs dr n as LP % � w• w INTACT 9 PLAN j / �5 , = - 0 IRRIGATION � HOLE � i •\ 1`71-ANTER / ; // � M c, ► M 5C,. a " .936 ACRES EL:+22.5' y�'af, al 3 T \ �. o � WELL vz) aY,� o vers: �� j�� ��i� /� vlr�ar�v 1=auiP- I \ � w• " F Indo 1`'d, enials. //ji, M EXISTIN DIRT ROAD EXIST. REE, W UNDERGROUND WATE LI E _ NEW Q I-• to to NE OF-DEV£L-OPMENT-RIGHTS-50 /�j ® S 'TIG SY M LINE OF DEVELOPMENT RI TS SOLD \ DEVELOPMENT RIGHTS OWNED BY SUFFOLK EXIST. (1) 1,200 GAL IG TANK (ST) COUNTYq��g TREE 6 FT DIA 4 FT LD (ST) �XIST. IRRIGATION 35.80 ACRES �` / I BFT DI x5FTLD ASE TRAP (GT) �9 (2) 8 FT. DIA. X 6 FT. HT. �t' \ ��oF NEIt, LE d, C�' l.65T-FyQ ARATU5 ACCESS (1) 5 FT DIA x FT HT (EXP) EXISTING DIRT FARM ROADlSTt CP �gN ROAD TUF N AROUND - LAWN SIGN TO BE 9� N TOP OF 3" THK 4 RELOCATED COMPACTEDTOPSOIL ON 0 O NOTE= TOP OF 12" THK I MPAGTED-6HAY TO NY \ SUBBASE OAl \ V NEYARP I QO SRT 25 TO BE ABANDONED. 5 NG RONADE-NEW2TURF-INUREIL PROJECT O: 5HOWN SHADED. O P 0914 U S DRAWN Y: 25 NS UT \ \ Q CHECKED BY: NS DATE: March 22, 2011 VIS Y SCALE:�� 0 '3 1" = 20' 011' SHEET TITLE: SITE ! � o „ _ .PLH- ry PLAN SCALE. 1 - 20'-0" SUFFOLK COUNTY DEPA TMENT-A HEALTWSERVICE APPROVAL: 7/16/10 \ SHEET NO.: REFERENCE # C10-10-0001 DESIGN FLOW: 329 gpd USE: WINE TASTING AND STORAGE %\--%-J-*5-, F 2 BUILDING PERMIT SET 7� NOTES: Q I0 R T LEAN EXIST. 1. CONTRALTO O C ST. DRAINAGE BASINS ALONG AND O IMMEDIATELY ADJACENT TO THE NY 25 SITE FRONTAGE AT THE 21 COMPLETION OF CONTRUCTION cn 2. REPAIR EXISTING SHOULDER, w \ z ORDERED BY STATE ENGINEER ? XIST• ��.i�NZ � 2 l �° -p 3. ALL WORK WILL BE COORDINATED w �. � WITH CAPITAL PROJECT PIN 080858 p 22 `� 1 O "DRAINAGE IMPROVEMENTS" _ v ui EXISTING \ cS` \ ,:;..� -n � 7- W AREAF- �" O Z 0 FOR R G8T .. Lvj� p1 1M END OF DRIVE- z 7-7 o Y I -o �Sx6/• '— t— — 5 PA,MUGD1) \ �, NY SUPPLEMENT \ \ 24 XIST. HIGHWAY w \ \ 1 TREE E TK VERY VON TO \ o�S Z . / 8E OGATED Z ITc �4 r M EXISTING UTILITY --------------------- ------------ / POLES I �O Q- O X00 \ CS \ \ � � � w •�v,ui a� o N=co TERRA \ \ v G EXISTINGco . AREA TO I REMAIN I TF NEW� \ \ I I I 5 COD (WPII TE N � � �� EXIST. PLANTER I ; \ OG r N NW PROJECT NO;(-/ 0914 \ \ DRAWN BY: NS NE UNDERGROUND WATER LINE NEW WELL --- --- --- --- --- \ CHECKED BY: NS DATE: ITE "VqhL AIM 'Am T C Um R 036 C mumT MARCH 22, 2011 ENLARGED SSCALE: MILESHEET TITLE: Z MARKER a tn" 0704 5ENLARGED LINE OF EXIST. SLOPE DN TO SITE RIGHT OF WAY SHOULDER EA5T80UND LANE z 1553 �. SITE PLAN DRIVEWAY GATGH 8,451 N 4tL MIN. O OL GRA�YEL DR11�EWAY 34 O SHEET NO: � ASPHALT PA11 l NG (0"H STONE GURB HOULDER Q REGON5TRUGTION =3 DRIVEWAY PROFILE =A0 lK04 SCALE: 1" = 1'-0" 7 2 BU DING ER T SE i m 4' MIN. WIDTH YARIES PIPE INLET w TYPICAL DOME Z N.T.S. EXISTIN& PAVEMENT PITGH 1/4" PER FOOT FROM fp - I tu TOP OP PAVEMENT OR STONE PI 1 4"-I/2" P1=R FOOT �t.{ O- TRAPPIG SLAB OR DOME W/ 10' CURVE 22' WIDE DRIVEWAY CURVE 10' `'� � = O GRATE (SEE PLANS FOR REOONSTRUCTED ' '?: GRASS ASPHALT SHOULDER LOCATIONS) }- GRANITE CURB } SECTION THRUM (SEE DETAIL) ��::�� DRIVEWAY/CURB PROFILE uLL Gum ® ® ® ® ® ® ® ® � NTS ® ® ® ® ® ® ® ® ® W 0 ® ® ® ® ® ® ® ® ® Tkn 5 sm y FOR INVMTS ® ® ® ® ® ® ® ® ® O og �NW SEE SITE PLAN EXISTING PAVEMENT 4'MIN. '"'� `'"� ® ® ® ® ® ® ® ® ® z W vixl� 3' MIN. x .i. tel! u•; !`�l � \\ �\ � - •,"�,�:;�;- 8' DIAMETER W Q •n:4:. ASE •;ti.:,)_,.< 2" TOP COURSE (ITEM 402.098301&ITEM 402.098311) " x"""` EXIST. \—SIN6LE STORM DRAINAGE RING PAVEMENT 2 1/2"BINDER COURSE (ITEM 402.198901 &ITEM 402.198911) SHOViN SEE ASPHALT PAVEMENT SAGKFILL MATERIAL TO BE 5 1/2" BASE COURSE (ITEM 402.378901&ITEM 402.378911) <., CONSTRUCTION DETAIL GLEAN SAND AND&RAVEL 6" SUB BASE COURSE (ITEM 17304.101199) DETAIL STORM DRAINAGE RING GRANITE CURBo TYPICAL NO SCALE TACK COAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT STOP SIGN (R1-1 ECONOMY CURB 0 LIFT AND A THE JOINTS BETWEEN NEW AND EXISTING ASPHALT QUARRY SPLIT TOP W PAVEMENT EDGES. AS PER 2009 MANUAL OF UNIFORM AND FACE TRAFFIC CONTROL DEVICES ROAD ENTRY / CURB CUT AREA Z (MUTCD)&NYS SUPPLEMENT THE END OF CURB NOT ABUTTING EXISTING CURB SHALL BE RAMPED DOWN TO ZERO HEIGHT REVEALED IN THE DRY WELL AREA X RAINFALL X RUNOFF FACTOR ASPHALT PAVEMENT CONSTRUCTION (DW)"ID" 1,576 X (2112 FT.) X 0.9=237 CU.FT. LAST 10 FEET AT LOCATIONS FACING TRAFFIC (1)USE:(1) 8'DIAMETER x 6'HIGH POOL (1)8'X 6'STORM DRAIN RING In 253 CU.FT. NTS USE:(1) V DIAMETER SOLID WALL DOMES (1)8'SOLID WALL DOMES= 54 CU.FT. PROVIDED REQUIRED 307 CU. FT. > 237 CU.FT. otS Z M Qf r Jam• o � � a W -�• � � R a Z LL � W• o a r (7 WINERY BUILDING w. N Ox RESIDENCE RESIDENCE RESIDENCE RETAIL SALES U SO MARKER 25 0704 1553 ASPHALT UTILITY DRIVEWAY POLE EWWAR C EIOSTMG UTttJTY EbSTIN O PUTILITY OLE O O Pol� ° UTILITYPOLE DWAY. DWAY. O POLE DWAY. SIGN LJ road PO ETM ° CURB SHOULDER drain drain �-- W STBOU • BOUND LANE 0FNEtV �iir�rr/ii AReA of nECON UCtED ii!r%o///r • • road SHOULDER � `( L S rFF�O�� • unu UTILITY � �i O POLE pp P TY e p UTILITY ". � SIGN SIGN IGN p POLE UTILITY POLE , ; e PECO NIC LAND SIGN I �-�'�•I � I TRUST SIGN : ?' MILE \ MARKER ;....b ` EQUAL EQUAL 72' 2 Story 0704 'C, 0»95 300' - 500' 500' 500' SHOULDER 305' BUFFER SPACE �', Frame Weli 100' 1554s�R D RG TAPER House W E DOWNSTREAM TAPER 500' MAXIMUM � � PROJEC O: STATE LAW NOTE: CHANNELIZING DEVISE SPACING ,', It, 0914 LICENSE (CENTER TO CENTER) SHALL NOT EXCEED ', It GRAPES END DRAWN BY: NS SUSPENDED 40' IN THE ACTIVE WORK SPACE ;\ � ` 7 (FARMLAND) ROAD SUFF. CO. TAX LOT AFTER TWO ROAD SHOULDER SUFF. CO. TAX LOT \� ` �, 1000 — 109 — 1 — 40 WORK CHECKED BY: NS WORK ZONE WORK WORK 1000 - 109 - 1 - 39 `` .` o o DATE' SPEEDING AHEAD 33 G20-2 MARCH 22, 2011 TICKETSW20-1 W21-5 g~ SCALE: NYR9-11 ��; ., a 30 1" = 40'-0" � o ,, SHEET TITLE: WORK ZONE � RAFFIC CONTROL !''eQ PLAN Bo,.n o i° GQ & DETAILS SHARE THE ROAD \` ` SHEET NO: W11-1 & W16-1 N WORK ZOITE TRAFFIC CONTROL PLAN- SCALE: 1'=40' BUILDING PERMIT SET BUILDING WALL 5 GALLLONS PER FF EL 20.3 28, TEST HOLE BY MARK McDONALD IN MINUTE WELL YIELD IE. +101.3 IE. +18.21 GRADE 20.0 F T. 2' MAX. NO SCALE SOOSCIENCE UTHOLD, NEW YORK 11971 TEST HOLE DATA 12/17/09 EL: +22.5 ' I/4"/FT. MIN I/8 /FT. MIN. TOP OF POOL 11 LEACH I NG GRADE 20.0 I' MIN. �� SEPTIC I'i.ab Fr 2 FT. BROWN SILT SAND SM TAMPER RES1 STANT FT. 2' MA��'�' TANK + POOL z WATER TIGHT �1 E. 1-1.11 BOT OF POOL VENTILATED 1/4"/FT. MIN. IE. +18.21 IE. +17.63' z io.a6 Fr. PALE BROWN MEDIUM SANDSP TO ' GASIN6 GAP GREASE 8 ft. MIN. m WATER 16.1 EL: + 6.4 IE. +1a.3 TRAP 6.4' FT IE. +18.82 E. +18.32 WATER FINE TON PALE BROWN MEDIUM SAND SP GRADE AWAY SOIL I 24' I I' 23 FT. FROM WELL '' r `~ ' ''" •' '• z SEPTIC PROFILE FOR WINERY I,, LL DIRECT BURIAL LABEL (UF) UNDERGROUND TO PUMP C7 PANEL INSIDE BUILDING SANITARY CALCULATIONS 0 I. ALLOWABLE DENSITY F- '� TOTAL ACERAGE: 87.046 AC V • ( FLANGE ACERAGE: 84.27 AC (DEVELOPMENT RIGHTS SOLD) 40 ACERAGE: 2.776 AC (DEVELOPMENT RIGHTS INTACT- NON PLANTED) HYDROGEOLOGICAL ZONE: ZONE IV PITLESS WATER SUPPLY: PRIVATE WELL z W ::•':':�' ALLOWABLE DENSITY: 2.776 Acres x 300 GPD. =832.8 GPD. UNIT :.•: :': II. SANITARY DENSITY CALCULATION •:.•s::�:. V4„ DIA PIPE (ASTM RATED 160 •y PROVIDE \ _/ NEW WINERY PSI) NSF APPROVED FOR TRAFFIC, 1. TASTING ROOM (5 GPD /Occupant) Q .... .:;: . •;;,%. •....: BEARIN6 :..: •' r�:: SLABS 5 GPD X 48 Occupants = 240 GPD W POTABLE WATER USE CAST IRON COVERS * ( OCCUPANTS AS PER FLOOR PLAN SEE SHEET# 1 ) TO HYDROPNEUMATI G TANK (82 2 - < = 2. STORAGE (0.04 GPD/SF) . ..... GAL MIN) INSIDE OF BUILDING Q 0.04 GPD X 782 SF = 31.28 GPD MOTOR INLET _ TOTAL SITE DENSITY FLOW = 271.28 GPD GABLE :.�:�_�:. _ OUTLET ':s - PROJECT NOT OVER DENSITY :.,•..•. I .� FLOW'; ii .. :. PROM' Al LINE �n,um 4 H 16H ; ,:•; 1 WMr TAMC III. SANITARY DESIGN 0 DENSITY P1/G •tr ~' + Q tt SEWAGE DESIGN FLOW: ;X ,W�:�, 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) Z OUTER CASINO ,....�;:: 7.5 GPD X 48 Occupants = 360 GPD Q �- (RATED FOR ::;; _ ' N � z 2. STORAGE (0.04 GPD/SF) � u�i160 Pei 0.04 GPD X 782 SF = 31.28 GPD • TOTAL SITE SEWAGE FLOW = 391.28GPD PIEZ ::i PIEZ SURFACE ' `': GREASE E TRAP SURFACE SANITARY SYSTEM REQUIREMENTS N.T.S. SEPTIC SYSTEM -391.28 GPD SEPTIC SYSTEM 1.SEPTIC TANK (ST): 391.28 GPD x 2 DAY FLOW = 783 GAL •�' '• I '"' USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) `�;'•�':� I SOIL 2.GREASE TRAP (GT) /- USE MINIMUM: (8 FT DIA x 5 FT LD) GHEGK '• • ' �'�'• 3.LEACHING POOLS ( LP ): 391.28/ 1.5 S.F./GPD = 260.9 S.F. SALVE :' ;•: USE MINIMUM (2 -8FT. DIA. X 7 FT. HT.) EFFECTIVE DEPTH (2 -8 FT. DIA. X 6.67 FT. HT.) = 333.35 S.F. PLUS 50% EXPANSION (EXP): 1 -8 FT DIA x 7 FT HT ca ov, Z. WASTE WATER PROCESSING -NONE THERE WILL NOT BE ANY WINE PRODUCTION ONSITE NOTE: SUBMERSIBLE PUMP TO BE -�:: ; >. :; IL Q• rcc EOU I PPED WITH A PRESSURE SW I TGH THAT 15 SET TO OPERATE AT 20 psi SUBMERSIBLE :�::, �::,�. PRovIVE PUMP •'' • TRAFFIC W -�' Z MIN. WITH A 20 psi DIFFERENTIAL BEARIN6 D I N AGE CALCULATIONS : a = .' ' : SLABS CAST IRON COVERS = IW• w n m q WELL ROOF AREA OF NEW WINERY W. C4 o ,... DRY WELL AREA X RAINFALL X RUNOFF FACTOR CASING 2 iq (DW) "A" 2480 SF. X (2/12 FT.) X 1.0 = 413.3 CU., FT. Q H USE: 1 8 DIAMETER x 8 HIGH POOLS PACKER _ - 1 8' DIAMETER x 4' HIGH POOLS Cl) Cl) INLET ry OUTLET (1) 8� - STORM DRAIN RING = 337.8 CU. FT. ;.•..:• ,:":" MIN. 4" VIA. - - (1) 8 X 4 STORM DRAIN RING = 168.9 CU. FT. .:••.•.. .. ..,,., SDR-35 PIPE ITGHEr, rW _ IN.4° VIA. REQUIRED sVR-3s PROVIDED . . _ 'IFTITCHW 506.7 CU. FT. > 413.3 CU. FT. Q PARKING AREAS d DRY WELL AREA X RAINFALL X RUNOFF FACTOR OF NE cv _. -FRE:5H NATER------ (DW) ""B�� 1,230 SF. X (2/12 FT.) X 0.9 = 185 CU. FT. ��P�� L. sT�j'10 AQUIFER STRATUM _ Z USE: (1) 8 DIAMETER x 6 HIGH POOL � FFA X 6' STORM DRAIN RING = 253 CU. FT. e PROVIDED REQUIRED �z DR1 VE _ z L 8-o t 253 CU. FT. > 185 CU. FT. fs SHOE SEPTIC TANK - 1200 GALLON s 0179, A m N.T.S. SEPTIC SYSTEM 'Fk A 4 XS WELL TRAFFIC BEARIN6 LOCKIN& CAST I FRAC E �'ROJEC';lo: 0914 SCREEN a FINISF+>=D GRADECOVE DRAWN BY: NS, UT STAINLESS LINE O F BUILDING STEEL TRAFFIC BEARIN6 TOP SLAB •• 20 7= - � CHECKED BY: NS :: _ - DATE: MARCH 22 2011 MIN.4' DIA. ® ' RAW WATER TAP (NON TREADED) 44 SIT ® ® ® SCALE: NOT TO SCALE BALL(SHUT OFF VALVE) MIN. TYPICAL WELL DETAIL ® ® SHEET TITLE: TANKAGE N.T.S. _ DETAILS GRADE GHEGK VALVE %zU_ w r � w0 BACKFILL MATERIAL TO BE CLEAN SAND,AND GRAVEL WELLLATERAL 8' DIA. ELL SHEET NO.: HK move m 6RafimwnTex TYPICAL WELL SECTION b•MIN.PENETRATION N.T.S. AGKFILL MATERIAL TO BE S TWN� GLEAN � SAND,AND&RAVEL TYPICAL LEACHING POOL DETAIL N.T.S. SEPTIC SYSTEM BUILDING PERMIT SET REVISED: 4/1'1/11 TASLES AND CHAIRS EXIT DR 4 STAIR 60' 4" U ly 26'-4" 311-41f 11 Ole \-1/21, GYP BD WALLS NOTE: DOOR AND CEILING LOCATION 15 SHOWN AS PER MEN'S ROOM \� SEE FL. PLAN POURED GONG. EXT. Z Ig" &RAB FOR DOOR `.\ STAIR TO GRADE BAR LO(:�ATION INWOMEN'S ROOM. \�`. j / W/ 1 12" cl HANDRAIL Y41TH 42" WARD RAIL � 12 42 GRAB B IX4 CASING REMOVE EXISTING,NJALL SD / `I 2 TOILET PAPER .' _ FOR NIN, XIT DOCS XISTING INSULATION i _ UP V a DISPENSER �: � 3 X 61- � --I � ••�NEYV 3'X6'-8" lx : � � � 24" MIN. �; X O > IN5UL MTL DR. V O m IX6 BASEBD Z 13 w REMOVE EXIST. / �n EXIT 51 W/ WALL 4 PROVIDE 'i" RISE MAX. YV/ uj / LIGHTING D LINTEL L RN64LEV 1/2" I I" TREAD MAX. z O O EXI5TIN& _. W SOUTH ELEVATION WEST ELEVATION \ Y41 NE 5TORA&E 5 "oll OM O / o O '_I (HEATED AND AIR CONDITIONED / f TOILET ROOMS TOILET ROOMS p \'5EAS0 FUSE EXISTING CONCRETE ) / F- NO HE I OR R CONDITIONING SLAB ON GRADE Q z T. Q d ALL EXISTING F 1�5AE5 TO REMAIN I! DR (NO FLOOR DRAINS) / W C�� �EILING "' ALL HVAC EQUIPMENT z IN ATTIC SPACE ABOVE STORAGE AREA \-1/2" GYP BD WALLS \-1/21, GYP BD YOLL.6 p AND CEILING MIRROR AND CEILING m SD 2' O ,� ' HIGH WALL 3'-8" o / Z kq CrYPIGAU MALL 4 GL. \� — 36" GRAB BAR �� - y2 �\ � j Q d �'-'i" LASS 3 xATE TA / "66EA� TE TAS NG LjjREA 1 .\ � L ,EN �IE O m rt m / 5T STALI�J \ +vr� 'm \ROO y i IX6 BA5BD , ,O E 6 ti NORTH ELEVATION InEAST ELEVATION / IE TOILET ROOMS TOILET ROOMS j j j 15 15 O j ca Z 1141TERIOR ELEX./ o TIONS x � Jam• � W � SCALE: 1/2" = 1' -0" o J• Z _ 2 L, REFERENCE - EX15TING EXISTING EXI5TINCG EXISTING D w• M w NORTH EXI5TING STONE a N a PLANTER OUTDOOR OUTDOOR OUTDOOR OUTDOOR n w• N x 5TALL STALL 5TALL 5TALL r co co _ NOTE: ALL STALLS TO IE5" VENT THRU 8001= _- REMAIN OPEN AND USED FOR M150. - VINEYARD EQUIP- OF NF�I MENT STORAGE I 2° PENT 8 HIGH WALL t _ 3 ('IYPIGAL,) 0, ole 33 G� / S 40' I I PROJ NO: 0914 WOMENS ROOM I • I I I DRAWN BY: NS ' I FIRST FLOOR PLAN- CHECKED BY: FOUNDATION I I NS YSIALL SCALE: 1/4" = ll' -O" I i LAV LAV I SINK DATE: c I TA5TINCG ROOM 000UPANT5 MARCH 22, 2011 3" FRESH AIRI I Y�lG I wG I ASSEMBLY — UNGONGENTRATED(15 SF (NET) PER OCCUPANT) ALE: 1/4,, = 11 - 011 VENT ( I I 615 SF/15 = 41 OCCUPANTS I FIRST FLOOR TABLES, CHAIRS AND TASTING BAR: 3-1 SEATS SHEET TITLE: I ( FIRST I I NINE 5TORACGE OGGUPANT5 F I RST( YNIAREHOU5E - (500 (GROSS) PER OCCUPANT) I 511 AA5TE 757 SF/500 = 1.5 OCCUPANTS PLAN I SHEET NO: 4"X3" G.I. HOUSE TRAP PLUMBING MISERIAS NTS BUIL I 'm PETRMI SET EXISTING WINDOW EXISTING WINDOW REMOVE EXIST. EXISTING ASBESTOS MTL VENTS SHINGLES --•• EXISTING ASBEST05 12 SHINGLES +�_ b I I I I I 1 I I EXISTING Z EXISTING OVER HEAD WOOD 51DING L 6 T FIXTURE D GUARD RAIL TO- A .. M TGH STALL . , . PARTITIONS:OPEN TO OPEN TO STALL BEYOND STALL BEYOND V NEW• 566m,' D .. �EXISTIhIb�� . . .. BARN z 0. , n I.I.I .i. Ex 15. 1N&.. NG __ GK I I- T----- � . • . , •:• �$LO WALL'� • W I I r --- POURED GONG. EXT. -�- STAIR TO GRADE - ----------------------� WITH 42" GUARD RAIL , .._• --------------------- I I L ---`— J I 112 d HANDRAIL I LINE OF EXISTING GONGRETE SLAB00 .. Q ----------------------------------------------------------------J-r ------- L EXISTING STONE W PLANTER . Q NORTH ELEVATION- SOUTH ELEVATION- SCALE: 1/4" l' -O" SCALE: 1/4" = 1' -0" p 00 w Z Q z _ cn X Lu, ONG �� • POURED G . EXT. -• • ` 1=X G - TfiNG O E 15_ STAIR T GRAD ARD RAIL 8� OGK . N WITH 42 6U _ ad Z C:�O:. HANDRAIL :STU W✓ 112 d N Q M g J 0 Y n •i .. •Xl TI Q Q M , L In _ �STUGG z aLu � - ' LL .. .. W W N o C1 H. NLo en N W x C M G LINE OF EXISTING GONGRETE SLAB U) WEST ELEVATION SCALE: 1/4" = 1' -0" OF NEl1.y g��G�1�. STC ��� Nz- lF X17953-\ v� ED PROJECT PROJECT NO: 0914 DRAWN BY: NS HE KED BY: NS DATE: : MARCH 22, 2011 A E: .. 114 = 1 0 SHEET TITLE: OPEN TO STALL BEYOND BUILDING U ING :.. . ELEVATIONS . •. - EXISTING SHEET NO: WOOD SIDING EXISTING STONE PLANTER EAST ELEVATION- SCALE: 1/4" = 1' -0" BUILDING PEr"M' OWN MIT SET