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HomeMy WebLinkAbout20533-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22310 Date MAY 11, 1993 THIS CERTIFIES that the building WINERY Location of Property 23005 MAIN ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 109 Block 1 Lot 8.7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 2, 1992 pursuant to which Building Permit No. 20533-Z dated APRIL 9, 1992 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is WINERY AS APPROVED BY PLANNING BOARD & ZBA #4065 The certificate is issued to ROBERT & JOYCE PELLEGRINI (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-91-013-MAY 5, 1993 UNDERWRITERS CERTIFICATE NO. N-272791 - APRIL 15, 1993 PLUMBERS CERTIFICATION DATED MARCH 17, 1993-PERFECTION PLUMB. & HEAT. /11 di g Inspector Rev. 1/81 FORM NO. I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N°_N° 20538Z Date 19.9 - Permission is hereby granted to:_ nn 6~ . a4 4.C Q~.. A'! • ~!.9.... to ........s............la.~......-4..ru,-,gea tel ~l ...................1.]..............................................................V.................... at premises located at ...R .w..?... 5...... wM 6.1.......\.4etd. . County Tax Map No. 1000 Section ......(.C.9......... Block A........p.. Lot No....~ ...2............ pursuant to application dated .....Sr1. t/!.......- 19.1..E and approved by the Building VV Inspector. Fee 3AJI.q D a . Building Inspector Rev. 6/30/80 Form No. 6 TOWN OF SOUTHOLD ,A BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 17 lead. 5. Commercial building, industrial building, multiple residences and similar 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 a 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date 1.: 1..~/ New Construction........... Old Or PreX7 tin`g~Building Location of Property AXI . A ..........:z_..: C.tyV House No. Street Hamlet Onwer or owners of Property.l ?~8'.iv% L C// ~ sli'(?/ -0 p "ounty Tax Map No 1000, Section ..4b[ • , , , • , .Block..... j .........Lot. ••6j,.. , <o subdivision ....................................Filed Map............ Lot..... 'ermit No... Q~. 33 ..Date Of Permit.. ..............Applicant. .d:.~i.1f~/.~, .~.~Y(.I......... iealth Dept. Approval ..........................Underwriters Approval......................... 'lanning Board Approval..........' equest for: Temporary Certificate........... Final rticate........... ee Submitted: $ ~,¢c.ySNi3 r APPLICANT CO 2AW13 1 i a " THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1. 1001071 BUREAU OF ELECTRICITY F_ 85 JOHN STREET. NEW YORK. NEW YORK 10038 Date APRIL 15,1993 Application No. on file 77946492(92 N 272792 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of n 4 PCLLEGRYNI VINEYARDS, MAIN ROAD, CUTCHOGUE, N.Y. in thefollowinq location; ® Basement NI Ist Fl. ® 2nd FA ATTICIOUT Section Block Lot wasexaminedon HARCH 22,1993 andfound to be in compliance with the requirements of this Board. I FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT K W AMT. K W AMT. K.W. AMT K W AMT. N P. 183 52, 81 1.62 1.L 10 I 1..5 3 r DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K. W OIL H. P. GA$ H. P. AMT. NO A, W. G. AMi. AMP 1W AMPS. TRANS. AMT H P NO. OF FEET AMT. WATTS 4 9 1 20 74 12 600 3 SERVICE DISCONNECT NO.OF S E R V I C E ' ]W ' a, 3W ] 9 3W 30 AW NO. OF CC COND A. W. G. NO. OF HbLEG A W G NO. OF NEUTRALS A. W G. qMi. AMP TYPE METER EQUIP. PER .9' OF CC. COND. OF M4LEG OF NEUTRAL 1 400 CB 1 R ? 4(0 ? 4J0 OTHER APPARATUS: EXIT LIGHTS-7 POWER PACI(R",., 7 C,T, CABINNTi-I MOTORS04 H.P. IANILBOARDI,I-'21 CIR. 1.00,1'7.6 CI R, 100, CIR. 60 PANELBOARDSLI-8 CTR. 100,1-16 CIR. 100,1-1 CIR. 60 _ TRACK LIGHTINGt-276 1~~, 00., ~ G & 5 CONTRACTOR LIL'.4578 E BOX 215 GENERAL MANAGER IOUTHOLD, NY, 11971 POYM1e~ This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may `be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. r _ oS~FF~U,'C TEL. 765-1802 TOWN Or SOUTIIOLD -ix~•1" OFFICE OF BUILDING INSPECTOR c°n `i =31; T P.O. BOX 1179 ' c?? c TOWN HALL SOUTHOLD, N.Y. 11971 C .E R T I r I C A T I O N Date .3 /7193 Building Permit No._,- X533 Owner [ 12 fJ n~ oy (please print) PlumberY-kcl, _wwt~i~n4a (please print~.7 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber's signature) Swoxn to before me this `1 day of ~ TCr ~ Notary Public Notary public, Sub-Fa County Notsry utiI c, tat o of Na York 4879 QU$Iifi doin Suffo k County Comm lesion Expires 0ecembgr & tl S A M U E L S& S T E E L M A N ~)\Vj 29, 1992 t 617 APR 2 81992 t Victor Lessard, Chief Administrator Building Department ttf .l).. I.;IrN t, Town of Southold 7ttrdlss 46 .`?>u"61 i.•t~n Southold, New York 11971~~~ Re: Pellegrini Winery Dear Mr. Lessard, Yesterday, we spoke on the telephone regarding the handicapped accessibility to the basement level of the referenced Winery, which has already received a Building Permit. We proposed revising the design to include a parking space at the base of a ramp which connects the basement level to grade. There is adequate space at this location for a handicapped parking space as per ANSI code. We would as part of this proposal eliminate a ramp designed purely to make the basement accessible to the handicapped. You stated that this proposal was acceptable to you and the Building Department. If this recounting does not conform to your recollection of our conversation, please let us know at your earliest convenience. Enclosed please find a revised site plan showing the new parking space as discussed and approved. Thank you very much for your assistance, SAMUELS & STEELMAN ARCHITECTS VD LZiG~ Thomas C. Samuels encl. ARCHITECTS 25235 MAIN ROAD p CUTCHOGUE, NEW YORK 11935 (516) 734-6405 L.IELD I;;S:'cC:iUN \ ~IJ r.:E I~ ~OM~'1ENT~ 1. * r FOUNDATION (1st)I y oM G v p - FOUNDATION (2nd) 2. C O 9! ROUGH FRAME & o -PLUMBING V~ h r 3. t~j ~Y? o u' 10 H INSULATION PER N. Y. yr c m . y STATE ENERGY AN CODE -IS FINAL /O ADDITIONAL COMM NTS: m x ' C rn • H O a ' .a H O z ,CO m ~ • a o r ~ m .p r ~O~~gUFFO~~-CG< O~ 0 PLANNING BOARD MEMBERS w SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Oy Supervisor George Ritchie Latham, Jr. Q .a~ Richard G. Ward ! Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 February 25, 1992 Nancy L. Steelman, R.A. Samuels & Steelman Architects 25235 Main Road Cutchogue, New York 11935 Re: Pellegrini Winery N/s SR 25, Cutchogue, N.Y. SCTM # 1000-109-1-8.7 Zoning: Agricultural Conservation Dear Ms. Steelman: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, February 24, 1992. BE IT RESOLVED That the Southold Town Planning Board grants final approval to the site plan for Pellegrini Winery, signed by Nancy L. Steelman, R.A. and dated as revised on February 24, 1992, with the following condition: 1. No building permit shall be issued until the applicant receives a work permit from the New York State Department of Transportation for the curb cut on SR 25. 2. This conditional approval is subject to certification by the Building Department. Please do not hesitate to call this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman cc: Victor Lessard, Principal Building Inspector Gerard Goehringer, Zoning Board of Appeals Scott Russell, Tax Assessor's office } J ~gQFFO(k APPEALS BOARD MEMBERS =0~ OGy~ SCOTT L. HARRIS Gerard P. Goehringer, Chairman c Supervisor Charles Grigonis, Jr. O ® Town Hall, 53095 Main Road Serge Doyen, Jr. P.O. Dinizio, Jr. . Box 1179 Robert A. Villa Ol ~a Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1809 Telephone (516) 765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD January 30, 1992 Mrs. Nancy Steelman, R.A. Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Appl. No. 4065 - Special Exception (Pellegrini) Dear Mrs. Steelman: With reference to the above matter, please find attached for your records the Board's findings and determination rendered on January 23, 1992. Please be sure to return to the Planning Board and Building Inspector for issuance of appropriate permits, updates or other necessary change on your construction plans before proceeding. A copy of this determination has also been furnished to the Building Department and Planning Board for their records this date. Very truly yours, X Linda Kowalski Enclosure Copies of Decision to: Suffolk County Department of Planning Building Department Planning Board (Attention: Valerie Scopaz) APPEALS BOARD MEMBERS SCOTT L, HARRIS Gerard P. Goehringer, Chairman Supervisor Charles Grigonis, Jr. ' Town Hall, 53095 Main Road Serge Doyen, Jr. \ ; a c James Dinizio, Jr. P.O. Box 1179 Robert A. Villa Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1809 Telephone (516) 765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appl. No. 4065: Application of PELLEGRINI WINERY for a Special Exception to the Zoning Ordinance, Article III, Section 100-31B.13 for permission to establish winery and related uses for the production and sale of wine produced from grapes primarily grown in the location of this vineyard. Location of Property: North Side of Main Road (State Route 25), Cutchogue, NY; County Tax Map District 1000, Section 109, Block 1, Lot 8.7; bounded on the west by Alec and Cross, north by Jablonski, east by Carnation Properties, south by Main Road. WHEREAS, after due notice, a public hearing was held on December 16, 1991; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. This is an application for a Special Exception under the provisions of Article III, Section 100-31B.13 for permission to establish the production and retail sales of wine produced from grapes primarily grown on the subject vineyard, commonly referred to as a winery. 2. Floor plan and site plan maps filed November 14, 1991 for consideration by the Board of Appeals were prepared by Samuels & Steelman, R.A. (lastly dated 10/30/91). 3. The applicants, Robert Pellegrini and Rita J. Pelle- grini, are the owners of this 36 acres (as shown by a deed dated April 30, 1991). This 36-acre tract of land is identified on the Suffolk County Tax Maps as 1000-109-1-8.7 and is located in the Page 2 - Appl. No. 4,.05 Matter of PELLEGRINI WINERY Decision Rendered January 23, 1992 "A/C" Agricultural-Conservation Zone District with 372.89 ft. (at a tie line) along the north side of the Main Road (State Route 25), Hamlet of Cutchogue. 4. With the exception of a small, one-story gazebo structure, the premises is vacant and has been used agriculturally as a grape vineyard. 5. The following data is noted for the record: (a) proposed building areas as shown on the A-1 Floor Plan revised 10/29/91 for: (1) wine tasting room 28' x 50' plus display area, tasting area and bar, toilet rooms, stair, office mezzanine, and other accessory areas; totaling 1550 sq. ft.; (2) case storage area 33' x 431; (3) bottling room, empty-case storage, hall, employee lounge and accessory areas, 33' x 561; (4) fermentation room, mezzanine, vineyard manager area, 33' x 81'; (5) courtyard, walkway and entry areas, all as shown on the ground level plan; (6) subsequently on January 10, 1992, the agent/architect for the owners furnished a letter giving a breakdown of three major components with square footages. (in making this determination, reliance was made on the documentation in the file as of the date of the closing of the hearing, although the January 10th letter reiterates many of the statements made during the public hearing as well as combined square footages of three components major to the operations). (b) a Negative SEQRA Declaration dated December 23, 1991 was determined by the Southold Town Planning Board, as lead agency. 6. It is the position of this Board that activities and operations of the winery with a minimum setback of 60 feet plus an additional 20-ft. buffer (for an 80 ft. setback) from the front property line is necessary along this State Highway, for several reasons. To the west of this parcel is a blind curve in the main highway (State Route 25). This highway is a heavily traveled state road and it is known that throughout the years this curve has been prone to accidents (police reports, etc.). It is also personal knowledge of the board that westerly sections V Page 3 - Appl. No. 4065 Matter of PELLEGRINI WINERY Decision Rendered January 23, 1992 of this highway have been widened by the N.Y.S. Department of Transportation over the past five or six years, and that turning lanes have been documented. The shoulder areas are not sufficient to handle sudden turning and it is known that turning lanes have become necessary - especially for increased traffic areas resulting from new commercial operations, including public assembly during winery events, during special seasons, classes for the public, or other public assemblies related to the winery operations. (It may become necessary in the event this winery is expanded or its activities increased to address traffic issues and request a Traffic Study under the N.Y.S. Environmental Quality Review Act, for all state, county and town agencies to evaluate.) It is also noted that a setback at not less than 80 feet for all buildings is necessary since the areas accessory to the principal building are located partly in the side yard. An open courtyard and covered walkway areas separate the production area from the accessory storage and tasting buildings. Accessory uses are required to be in the rear yard only, and the rear yard area technically is that area to the north of the production building (where grape vines and gravel drive areas are proposed). Accessory uses and structures are not permitted in the side yard or front yard areas. An additional 20 ft. buffer added to the 60 ft. front yard setback is not unreasonable in light of the size of this parcel (36 acres) and the effects of the activities conducted as part of the winery use. 7. In considering this application, the Board finds and determines that the conditional grant of this use: (a) will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent-use districts; (b) will not adversely affect the safety, health, welfare, comfort, con- venience or order of the Town; (c) is in harmony with and will promote the general purposes and intent of zoning. 8. The Board has also considered subsections (A) through (F) of Article XXVI, Section 100-263, as well as subparagraphs A through P of Section 100-264 of the Zoning Code in making this determination. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Grigonis, it was RESOLVED, to GRANT a Special Exception in the Matter of Application No. 4065 (PELLEGRINI WINERY), SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the proposed buildings, structures and related winery activities be located a minimum of 80 feet from the southerly (front) property line; Page 4 - Appl. No. j5 Matter of PELLEGRINI WINERY Decision Rendered January 23, 1992 2. That the easterly yard area be screened at a height of not less than three feet, from a point approximately 60 feet from the front property line running in a north/south direction a distance of 135 feet (to the end of ramp area), and be continuously maintained; 3. All winery activities and operations must be located at least 80 feet from the front property line; 4. That the principal building shall meet the same height requirements as that established in the zoning code for a principal residential structure, to wit: not exceeding 35 feet. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Dinizio and Villa. (Member Doyen of Fishers island was absent due to poor weather conditions). This resolution was duly adopted. GG:lk ~ ~ - GERARD P. GOEHRINGER, CHAIRMAN i ~2,p~ 2r 75;1 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO [ ] FOUNDATION 2ND([ ] INSULAT ON [ ] FRAMING [ ] FINAL REMARKS: ,q; Jf-l f f DATE U 7/ INSPECTOR f M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ y' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMAR S: DATE INSPECTO ` \ f~ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ I ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL REMARKS: _ N r r A4 zon 6; DATE Z INSPECTOR 6 I 7654802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST (L] R_ Q~I~BG. l.) [ ] FOUNDATION 2ND [ T INSULATION [ ] FRAMING [ ] FINAL c?/l REMARKS: DATE Z-"'INSPECTOlk,~7/ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL / REMARKS: wiy-Fil , DATE ! INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: del DATE INSPECTOR`" (Al j M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL REMARKS: d • 43 E DATE D -INSPECTOR a M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [NAL REMARKS:r 1 ~~DATE INSPECTOR PERM 42k (9190) STATE OF NEW YORK,-,DEPARTMENT OF TRANSPORTATION 550.00 10-91-0764 Permit Fee $ 175,00 Permit No. Ms. Fee , $ ~ >>s' ~ r +i';T u ~ ~ •r~,Project Identification No.: Total Received $ ry 72}.40FHIGHWAY WORK PERMIT Est.,Compl. Date, 82?9 Check or M.O. No. ,1a42~6/1 S429v~ SH WoUU V. Liability Insurance Deposit Rec. for $ Policy No. Expiring .'Check or M.O. No. Disability Benefit Coverage _ _ . , . Dated Policy No. Permittee: ROBERT J.& RITA, J. PELLEGRINI 0 1hargeaple"to'BIendN.o. 973-63-43 RT 25 I' or Undertaking on File 10000.00) CUTCHOGUE, NY :i1935 Workers"Compensatiori Policy No. att: PELLEGRINI, VINEYARDS - ' Billing Address: Return of Deposit Made Payable to:' (Complete if different from above)' (Complete if different from Permittee) Under the provisions of the Highway Law or Vehicle &Traffic Law permission is hereby granted to the permittga to: ` TO OPEN THE N/S/O RT.25 @ PELLEGRINI WINERY CUTCHOGUE FOR THE 'PURPOSE OF INSTALLING A 25'0" WIDE INTkRSECTION TYPE ENTRANCE/EXIT BEARING ASPHALT IN ENTRANCE AREA AND FOE} A DISTANCE OF 25' EITHER SIDE OF ENTRANCE-,INSTALLATION OF CON CRETE CURB AS PER PLAN•INTERNAL DRAINAGE;ALL WORK. TO BE DONE IN ACCORDANCE W/NYS SPECS;PERMITTEE SHALL BE RESPONSBLE FOR THE MAINT. AND PROTECTION OF TRAFFIC AT ALL TIMES UNTIL COMPLETION AND ACCEPTANCE BY NYS,ETC. THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC. IN ADDITION, '.,i. ANYBODY WORKING IN THE RIGHT OF WAY IS REQUIRED TO WEAR A HARD HAT AND A REFLECTIVE SAFETY VEST. _ County - SUFFOLK Municipality - SOUTHOLD Route # - 2E " as set forth and represented in the attached application at the particular location or area; or over the routes as stated therein, if required; and pursuant to the conditions and regulations whether, general or special, and methods of performing work, if any; all of which are set forth in the application and oim of this permit. Dated at HAUPPAUGE, N.Y. Commis oner of Transportation L . Date Signed 03/26/92 Lr~l~rf _ y F • ~'J ,IMPORTANT This permit, with application and drawing (or copies thereof) attached,shall be placed in the hands of the contractor before any work begins. NOTICE: Before work is started and upon its completion, the permittee absolutef must notify the Resident Engineer, Y1 CARLTON AVENUE ( 1 • 3~ 0 - CENTRAL ISLIP, NEW YG^K 11722 UPON COMPLETION OF WORK AUTHORIZED, THE FOLLOWING WILL BE COMPLETED AND SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this Permit was completed on (Date) Refund of deposit or return of bond or reduction of amount charged against bond or deposit on file for this permit . whichever is appropriate, is requested. - Date PERMITTEE -AUTHORIZED AGENT (IF ANY) Upon acceptance of work performed as satisfactorily completed, the Resident Engineer will sign the following and forward to the Regional Office. Work authorized by this Permit has been satisfactorily completed and is accepted (Reverse side of this form must be completed). Date RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. , To: HIGHWAY PERMIT SECTION: •'t` f,. ? Refund of Deposit on this Permit Is authorized. ? Return of Bond furnished for this Permit is authorized. ? Amount charged against Blanket Bond for this permit may be cancelled. ? Retain Bond for future permits. Date REGIONAL TRAFFIC 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 Permlttee 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 completlon 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 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. m .u.md BOARD OF HEA~ I'll FORM N0.1 SETS OF NS JJ ? APRx Ipl TOWN OFSOUTHOLD +SURVEY fi BUILDING DEPARTMENT CIICCI ~7 ~ ~tp ~~'•"••°"•,8 TOWN HALL SEPTIC FORt1 TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 92 UUU TEL.: 765-1802 t:OTIFY; Examined p CALL ~Y~ 19 / MAIL T0: ~J ?Z4. G { . . Approved Disapproved a/c (Building Inspector) APPLICATION FOR BUILDING PERMIT} Date Agri l....I....., 19.12 INSTRUCTIONS I a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 ets 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 >r areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- :ation. 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 issued a Building Permit to the applicant. Such permit hall 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 whatever until a Certificate of Occupancy hall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the 3uilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or tegulations, for the construction of buildings, additions or alterations, or for moval or demolition, as herein described. Che applicant agrees to comply with all applicable laws, ordinances, buil g co e, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary ins ecti ns. +.o en ure of applicant, or name, if a corporation) (Mailing address of applicant) Gv jc%[p~ /t'' % . / /93S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. \ame of owner of premises .~.L jN as on the tax roll o test deed) ;f applicant is a/corporation, signature of duly authorized officer. .........N/.., (Name and title of corporate officer) Builder's License No . Plumber's License No . Electrician's License No . Other Trade's License No . -g Location of land on which proposed work will be done. lR0... , G,(/Z~ }pd i0 i 1 ' l1g35 (louse Number Street / Hamlet QQ County Tax Map No. 1000 Section /1 Block J............. Lot..(?! Subdivision 1,V.V Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .wirer , , tn£$tai'g . ~ 14_;y ,tn:~'."`i'S9 9f6:u a.k?ts!!`S ,fin:...~a " b. Intended use and occupancy I.r V 1 c . . . . . . . .i.t!! J~=CN.u.E35?4?a.ea:A &t".~.1g ,v 14A,`rar 3. Nature of work check which applicable): New Building ...X..... Addition Alteration Repair Removal . Demolition Other Work ~pp (Description) 4. Estimated Cost .dP7 CCX~Q' Fee (to be paid on filing this application) 5. If dwelling, number of dwellin nits. NA, • , , Number of dwelling units on each floor . . :~~,f`~~fagey''nu b~.1••ot:c'ars G,' ,If,bysi(tegIN Commercial or mixed', occupancy, sec nature and extent of each t 7. Dirrtetsions of`existing structures, if any: FronP . type of use Rear Depth Hei ht Num er of Stories , ' ' ' ' ' ' ' ' ' ' Dimension bf same structure , with .:-k I . . h alterations or additions: Front . . . . . . . Rear _ Depth Height fr....,. , imcnsron of ent y.. , Num r opt a i. . . Heim rt _ construction: Front wiles i ' ' tl' ' ' ' ' . Rear Depth ire ne07-2- e. w constn]~.... f.rr~. 9. Size of lot: Front . . Nuum •,er of Stories ore.. , kQ e ' ' ' ' 17. Rear D 10. Date of Purchase . rl . ame of Former Owner Cc ~ ' P P ` ' T :1-T3 = • • • • A-' It. Zone or use district in which rerjiises are situated Z~,, Does ro osed construction violate any zoning law, ordinance or regulation: 1"lQ.. . 13, Will lot be regraded • • • • • • • • • 14. Name of Owner of remisesr. ' . ' ' • • • • Will excess fill be emoved from premises: Yes N Name of Architect ' ~"an~J lAddress~a~J u~Phone No, trrhnA 1r AUdress 4'ftq.,:% Phone No. Name of Contract 15. Is this ntractor . ~with n 3 Address . . . . . . . . .e , , . 0 feet of a tidal wetland? * Ph n No No • *If yes, Southold Town Trustees Permit may be required. 7 PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. 4,- Con+r }ar Y) ~ krIP0, n . aej of -[h)6 cl=}c; rATE OF NEW Y S.SI OU OF . lE ~ ~ n : being duly sworn, deposes and says that he is the applicant (Name of individua signing contract) ovc named. is the C00 r..... . (Contractor, agent, corporate officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this Plication; that all statements contained in this application are true to the best of his knowledge and belief; and that the )rk will be performed in the manner set, forth in the application filed therewith. orn to before me this day of .,'l9`r,•Z tary Public, . County LoFOR061d1 NdWYPft,8W0Q1NeWYak . Evil" ~y (Signature e of of ap applicant) Term Tam 19 a y/F L'JCGCQnSf V_ 559 48 N56_45?_Ot. : ~E'P j Y _ V E, L~ Po 2 ~ AT ! cu rc"CI .aU E ri ' irJ`vJE\1 wF tea[: c:!-tc:7s..~.,%,` lY_ II I ~ Lu I it ~ •~\~\~~LAh10 C =IRON f iPEE [~~C~'ICJhfUP4 ~ T~aTat.h.12.~~A°36.5f8AC: 5-UFFOLW. CC),TNV, MAP Cyr 9 ~d~*7lClt i' I MIST. ~CY.k^i-SECT. 109- 6L_I_P (-5,8'2~S''1~J f3.6 i ~ f i N G2 53 20 E . ~ '229.31 I ~ I f o; I f i i - I~ 09,0 ~ Pd l 1 N Z I I _125.0 _ i F? •I I~ - 5.6:'0?4U~',n(. 10 e I .7 °.~2 o 4'o'w --75.0 I a, ~2 II I ' I , ~ I I I mr I x 01 I e r.. I 0, I e Z, I i f °m m+se e, i o i i rtion A~LILC N I AMEIJDE) OCT 1, 1c79f iZ f PELLESL'.In41 'VINEYAf,OS { N I ,I '.(jl -i- - cc~°~,:T •?O`V-/ 2- d19a rG wJ ~f, _ - 5~,3 " --...--ELIJAHS LnNE A i L _ i fl BITE DATA: I7. /~8•/9i ~S • I/28/q'2 uss rnrucK ` l.-~`\ 2~9 ~9 2-. 1 i BCTM ' 1000-109-1-8.7 8.7 \ ~.I i zN 4/~ A2 N/F "o I OWNER: Robert and Joyce Pell Joyce Pellegrini v 427/95 4515 Stillwater Avenu Cutchogue, New York 1 ater Avenue l 11955' Aa 5UILrr N 20*22'30' W Tel N 516-734-6346 New York 11935 ? S TE 3e.N 17A FW uJ FD• 734-6346 c i Existing Agricultural Conserval 1 Conservation (A-C) 1.78' Zoning BITE: 35.918 AC AREA } 1 EDl u m~ Site plan taken from survey preparec •-y prepared by: 4 "W/ p P1 N Roderick Van Tuyl P.C. I Tuyl P.C. eml N 1 GreenportyN.Y. 11944 IFPROPEP•T•r LIIJE. N.Y. Lic.g 25626 Y. 11944 y 1 ~ • Dated: 4/7/86 ;5626 4. hIb LL 16 e ~ 7 0 T' NorrQtt A, R1 rectangular r- Septic tank - • 800 gal. rectangular OC #4 ~ u rl~,r~r Leaching pools - - 8' dip. x 12' dea Ila. x 12' deep LOCATION MAP co co FT ~T'fLplC.a~,~ 13 ID Expansioq gpe - • 8' dip. X 12' deal Rl.+ rJ la. x 12' deep z 3e Fr IS FT EXISTING IRRIGATI U4 21 gyp' Woo ' " - F Septic tang - - 9Q0 gal. rectangular 774'7 7 '%i ; leaching p,apl 9' dia. x IT deep rectangular z rj 1 x 12' deep aJ/ Expansipq q~pa s' dia, x 12' deal Ia. x 12' deep fi" 1 0 ~M aNl 3 24 ' CUT W 25 - 0 - N 7 i. , Lift station - - Federal Pump Corp. - 3'-d 7'-0° Settlement tank - - 8' dia. x g' Ilquic sump Corp. - VSA -4F-3/4-6 lia. x 8' liquid depth rl"t ~r Leaching pools • - 2 - 8' dia. x 12' c I' dia. x 12' deep ~•r+ 0 0 FXIGT`N, q Exp4499,~rea 1 • 8' dia. x 12' S' dia. x 12' deep N i ~ i, ~ TRH -rb aE. 03 U N 9~2Kecs~ THERE ARE NA POTENTIM st7tl~Cw;s OF BWTA~tt A cq TH CHI / A4`Prd,..~T ~J-O" ~JIDE ~hiG2ETE coNT1 TIC WITklMr16GFT..;ARORAINAGE :anvn~ca pavl~c~ p~r.~~0 ro~ W CL 9~ - l of P W vE ~A'( Q T ' " i2-p c~F q -a Fy of '~oR f\i%~p p 4 Y ZI • Low T\ ~RFy ~~~T ry 2; 25 Grs-a~/Ei \ i ~~qE OF NQ HI o 0 \ 1~' I a a ?0 4'9 CATCH DASINo-op ,n 1 „rv, ,p v 9'Y x 4' DEEP ~ o~ • q 1 ~ ' ~ ~ COND. DDHG ~ / ~ \ ~6 OH_M'EL. Z { z 017953-1 p I FOOL GT^IL% 4. \ C r - 1 FoR DETP.iL.e 4 SPEC i~'Gn.T,° IN E SE6 rWsi' sP- 1 S~EGIPICATIONS \ ~ 2 1.7 i boa 8oee 6 +-IST y v l9' Wit It OEM SEE. M6-.1G f p6 Q i o, I FILM 11 \ pp r~r~ Y 1uAD i E d =0Z 20*r ~~a E . ' is cLJt~->~iN c, s>?c u01 i 7 3 i LP• ~ ~ 3 S°vl i SYSTEM 1 P all Z f, ' i i - ° - U Of NOT'E/: ALL DII..I EISIIRLIGO 5 I \ ~ '~-.~RlfrL tJ~X gi.ITRY Q TO ~°a1J IT+°. P-Y 3T.~-s L1RF ti n1 o . c~ .5 N ARL•i "A6 25L.1i L.T i VL kA tt 11 n -~I-)-riLiTY POLE \ \ I \ z~j wr+o suxracl LOCATION _ 'Li .m--•.,+ i I-IEI.J c -J r-p•E.T E c JFL P, 2 I. I (i 1 u {Z p ~ ~ I ~ I I it Wa i 10 1 F-KISTiNe~ U U• - -1^^• 1 g- y_w oJJiaAEFiy.`- INEYD P• / it I G To PE-M.+iN m ~I I Z8- o" Z r Imo` I ~ / \ I ' 1~Z Mid, tl •i. 6' DEEP Z rah' / g~~3 1 \D 5 1 - X M LP r p RIO , _ . SYSTEM 3~qh i n h+ 26 ' 217 N z~ 1. ' -LIFT STATION LP' 3g, 38' \+o Project No, 9114 it s- ~ 1 ~aecews~-~ Drawn 13y, SMT FoaoW.e,Y raav~ Ci.JT ~ r I~ NEW 80 FT FRONT YD SETBACK Checked By. TV./ I PARK BP]WN IAAM 8 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Date 9 2 31 AS REQUIRED BY TOWN OF SOU'THOLD coNC CwcwNtllro TPENCHORM a MWN SILTY "Am ? 6, of QQW. PAW Approval of Constructed Works Scale' I" ¦ 20'm0" { N ~1.I~ARC~~D cLJ~2E (~~AN H.D. Ref. No. Cm-9/-013 F ° i (T ~W N T EXISTINra I°muc'a i= I 'IF-F, Tn. The sewage disposal and water supply facilities at this location Sheet Title: P , E BROWN !11~iOi;,;M ha, have been sansiacunhy inspected by [his Department and are SITE TO COARSE SAND in in compliance with these as-audt plans MI MAY 0 51993a. c YF ENGINEERING ~Q ExisTll.lcq i Wa +2T{z.,~E % nwxB'GEEF DATE CHIEF DF GENERAC :ENGINEERING SERVICES PLAN .i 77 'S. a 5'Sfl 14SS.49' 27 S 29°41'20!.E ?8 n126 2fi~,25! w s Sheet No: 27 .N(F QYRQN & hQRTGh;I ST UPTIG T,`M 3. 1. tba a. In the case of industrial buildings, the rolloving statement also be shwa ZA~ ~ AOH. as 4 ]4L xx_sl - WATER IN PALE BROWN 'rus.y ad aucy~l_na_ntl nlnnea I~tho n o[ the facility. 'Nraum.[ to +ulfolk County, Sanitary Coda Articlas ) and 13, x, he.ob he[sby y that thaw will not be any industrial votes or e then non-¢pitary tacy xcctma dAchareed the ugdina and thus xlll. be ha no 'F " toxic or hazardous mc'wrl sroretl [theb site unlu• apaclalc parnit. o[ f .iL SITE ENGINEERING PLAN 'LAN O - EXPANSION Rfl' IL. MEWWA TO CLMRBE 29, ...im ptltii axamptlona •n gF+nbd truant to ca+ d[tjcl++. - I~.11T1--I "AS ~7UIL..T"'DIi~.~lEfi161oN.S, 1=02 Is. I=o2 TEST HOLE °1111, Facility ovnerb al arum ? Oats !1 " ' ' SAIJ I T~+ ST RU cT,L.1IZES $MT: BkT1EMENT TANK BY McDON&L GEOS W'VE SOUTHOLD, N.Y. 777"l-1--l \ W~'; ~r~.RF/161 4 I SITE DATA: I 28/°I 2 LU ut, m,uca 3N I SCTM' 1000-109-1-8.7 3.7 Joyce Pellegrini 11935' 3 „ i= I OWNER: Robert and Joyce Pellq w N!F AI.FG 4515 Stillwater Avenue Cutchogue, New York 1: 3ter Avenue SIT ~u Yew York 11935 Tel Y 516-734-6346 734-6346 ci t N 28°22'80' W 1 Existing Agricultural Conservai 1 L Conservation (A-c) mat w 01.78' Zoning SITE: 35.916 AC O AREA Site plan taken from survey preparet :y prepared by: _ a.:1x~11 Roderick van Tuyl P.C. 7 Tuyl P.C. 1 1 Greenport N.Y. 11944 Y. 11944 p N SVAL N I~Pf~OPEp-TY LIrJ£. N.Y. Lic.# 25626 Q! Dated: 4/7/86 :5626 y~ 46 t6 1 Q. V I;}r~ IL e 1 [~0 t Norralnoka Dl ~y 0 M~ I-IEI-J GotiIc.RETr- cJRP~ Septic tank - - 900 gal. rectangular rectangular 4 o Leaching pOpls - • 8' dia. x 12' dc( Zia. x 12' deep LOCATION MAP ~ O r W. x 12' deep Expouloq p~Na 8' dia. X 12' doe 6f> FT F?-~ ' F- W iJT~I SYSTEM 21, 38Fr 19 Fr MISTINGIRRIGATION i L Septic tank • - 9Q0 gal. rectangular rectangular z j - 1 + Leachln9 p~pi' Q' dia, x 12' deep 1. x 12' deep 'JID Expansioq spa • - a' dia• x 12 doe Ila. x 12' deep z p sn7 , n9p SX§IEM, CLJ ff 24 Lift station • - Federal Pump Corp. Pump Corp. - VSA -417.314-6 25 3~ 7' o" Settlement tank - - 0' dia. x S' liqu dia. x 8' liquid depth 0 1 fl ' I p Oda.! i ; 25 Leaching pools - - 2 - 8' dia. X 12' 8' dia. x 12' deep p Expani199_~raa - - 1 - 8' dia. x 12 8' dia. x 12' deep Lj e -N~Q 1 1 M y o J iot coNcz~TE TH9U AF49 NO ROT~XNTW.~ p&OUI $ OF $AWTA0X ~lTWN• M! FTsOR OFIAINAGE , r~,nvrt~ra PAV i~ c, p~,~-LI r~ CL ' , qo° F. y of I7R-iV1 {-JAY O NEW CI facw/~ ae w~u, 6o~Arxa~ c iw,r~: r ~ % . \ ~ ySEN Mq YR~ 1 P O L DEL \ 5 v 2 '4 Yi~\ Togo ~I T ENr\\ Hie, 25 i. `7 05 60 i. Ipl 4'9 CATCH"$IryPE ~ O SSIONP~ . 6'6 Y 4' DEEP OR4NEL 00 Y1 1 i. (r i \ CONC. CURB / ORNEL - - 5- h I al \ i 1 I F02 DcT-,I \ I .,L%! 2 4.7 ~~~9R'c11(ICS.ro lWik iURFACE SEE r G 5P-(c G~ DEW- r I Pe~2 b~E+•le'Irr~y I I Tp.EE F II a ~o FOB ~*r+ ~'PL-E SYSIEO 1 o HARD b E ~S [~r~-.AbJlf`lc~ of C53 Z. O L GUp-.~iNC, si?E U I~ I • ~ FLOOR ELEV. 90.5 \ o Q . V II r3- - 70, 10. I ~ FL~pELEll. 50.6 ~I N i EPA 1 n ? MbE116NT FLOQA 0 5 dl H ; A . 1a6 0 1 12'-4" iJTILITY POLE ~R R %IZ i; Q q ~sIwFACE - T40CATIQN1 t iIr1MPGG6 1 ZY NEI.JI Go~GRETE GJRPJ 9P Via, wl~ TiF ( i I I Is i ~I ~ i I I I ~ I 1 iN ~OIRM OEPARTMENT OF HEALTH SERVICES APPROVED FOR CONSTRUCTION ONLY G ~ slyN TO PEM~N ? ? ~-I - i 7 aQ a 8'O" O. ~'i~-vi-ni3 sue, I~ Z FLOW L1 ? ~T fits WDEEP ~ _ W W val is gra nted-far the construction of the sanitary SYSTEMS n..__ - n- bn_ d water supply facihGes pursuant to Articles VO and 4 t 1 ffolk Cnunq' ,Sanitary Cede and Is• not an expressed d approval to dischzrge from or occupy the H show". THIS APPROVAL EY.PIRES NJO (2) YEARS 00 - 8 THE SAT1W a ro 10• ? w 4 m WN. \ FLOOR ELEV. 70.5~1 E SIGNATURE 1 ~ r+c~tc~t~trrzN- 26 I 2!7 I aA "IfT FLOOR ELEV. 20.6 Project No SMT - LIFT STATION rip) I V MIN' - NO FINALAPPROVAL WITHOUT oavE7+HyY----- -t Drawn By 5 H ' II ~ ~ GLWLL. DRMEL. t=xlsTwc, ~rUE APPROVAL BY HAZARDOUS MATERIALS FDA OI,JAY a°,V~ LJJT a a Checked By: T W ` it IEP) Imo--- I PARK BROWN LOAM B_ Date o/3o/yl NEW 80 FT FRONT YD SETBACK KMAWWKD PAWS 'Il 1 BROWN BUY LOAM ? b, AS REQUIRED BY TOWN OF SOUTHOLD CONIC, CRgSHMwD TW-N01 DRUN Scale: i" . 2o'-O" of _ _ Aa KWICOND. RAMP Sheet Title. BD - N N,:E BROWN MEOfL'M SITE uF ` 7 10 If) TO COARSE $ANG N i ENGINEERING 4 f" 6>u aTWc-=r PLAN wa s 7fi~E % Olga a, 099P 27 S 8q°41E 26 26 ~1a 5~ w w ea rwe' ~ 29°25'59' ~ 14@~.Q?' 27 q Sheet No: NIF BYRON F,. HORTQf ti 3T - OPTIC TANK 1. In tho [ al inawt[lnl Wildin51, the fclloalnl oLatomont aunt be +no_m onycurSl=nn and nimmd by tno=n~nr ne tlu laclllty~ •PUr+uent to Suffolk County 5+nltay Code A[tlclea 7 and 11, I, A~ O - LE Mrj PnQL - - - - 22.51 ae1 WATER IN PALE BROWN nc[ohy certify that there w111 not be any duetrie M+atu+ or other I OQ MEDIUM TO CCMABE BANq Z9' co: an Mary c+ate+ dlacna" tha building and d thou vill on [oily or h++rrdoua m+taci elftoced the +1[e unlo++ +pec1(lc p+rm![e or PLAN O - EXPANSION P0% " oxemptiono are 9t+^t+d +nt to ev Actlcl++. SITE ENGINEERING PLAN Facll lty nvner'+ 9i turn ? net. TEST HOLE SMT - SETTLEMENT TANK TEST HOLE TAKEN OCTOBER 1, 1991 I N.Y. BY McDONALD GEOSCIENCE, SOUTHOLD. N.Y. PELLEGRINI WINERY SANITARY DESIGN CALCULATIONS FLOOR, ELEV. 30.5 I. A! I. ALLOWABLE DENSITY TE TOTAL ACREAGE- 35.918 ACRES H` HYDROGEOLOGICAL ZONE IV W WATER SUPPLY-- PRIVATE WELLS 35.918 ACRES X 300 GPD/ ACRE = 10,775 GPD I.E. 25.0 II. D II. DESIGN FLOW 24.1 A. A. SYSTEM 1- WINE TASTING AREA 1. SALES OFFICE 289 SF X 0.08_GPD/SF= 17 GPD e 2. 2nd FLR STORAGE 814 SF X 0.04 GPD/SF= 33 GPD SEPTIC TANK C ~ Y 1l J 3. WINE TASTING/ SALES AREA 1256 SF X 0.10 GPD/SF=126 GPD 900 GAL. RECTANGULAR 4. STORAGE UNDER TASTING 360 SF X 0.04= 14 GPD V. 12.0 • R'- 2' TOTAL 190 GPD TILEACHING .E. 24.3 I.E. 24.8 POOL 8'e x 12' u+, mDx CDVCn+ ~IFFOLK~ CpO1+UNTY DEPAR7not EALTH SENIO B B. SYSTEM 2- PROCESSING AREA (SANITARY WASTE) SYSTEM _ GR UNDWATER ELEV. + 4.5 _ nxl~neD RnnDE APPRO JED FOR CN ONLY 1. BARREL STOR. 2226 SF X 0.04 GPD/SF=89 GPD 2. LAB WINE MAKER/ hjl_e.•_..' !'unlL'i ~[,•_.I;; H8. REF. H0. Flo - 9/- FLOW .5120 STORAGE 205 SF X 0.06 GPD/SF=12 GPD Y b r k+ T LL: ' 1PE 3. FERMENTATION 2126 SF X 0.04 GPD/SF=85 GPD FLOOR ELEV. 30.5 -DU,LEI 4. EMPTY CASE/STO.513 SF X 0.04 GPD/SF=21 GPD O rLDw 1'.. lxX.... This approval is gra d for antt of the sanitary 5. BOTTLING 1753 SF X 0.04 GPD/SF=70 GPD rnlNrndisposal t and wat=r suPPly fav ant to t an ex re and ^'.r 7 7 of 0l the e Sui(LB Court; is not an expressed 6 CASE STORAGE 1307 SF X 0.04 GPD/SF=52 GPO Z TOTAL 329 GPD 'CJ's nor implied R?croval v, dr,,hmg,e from or occupy the TOTAL SANITARY FLOW=519GPD s a'- o• stprupcptpu1rel p sl s`,own. TM APPROVAL EXPIRES TWO (2( YEARS I.E. 25.0 24.3 FIYAF( HE DATE BELOW. B~~2EIIJ!LOW. D C. SYSTEM 3- PROCESSING AREA (PROCESSING WASTE) :'.7I I ,45 i•Mlx. G S lO~ly0nj^A Q • Id~KM~~, 1. FERMENTATION- WASHDOWN OF TANKS 317 GPO i t SIGNATURE 2. CRUSHING OF GRAPES- WASHDOWN 300 GPO .E. 24.1 SEPTIC TANK DATE 3 RAIN RUNOFF CRUSHING AREAWI 283 GAL/STORM TOTAL PROCESSING= 900 GPD YI.E. SEPTIC TANK 900 GALLON 900 GAL RECTANGULAR SYSTEM tl a 2 NO FINAL APPROVALWITHOUT w III. SANITARY DESIGN A. SYSTEM 1-WINE TASTING/ SALES AREA-- 190 GPD ~R ELEV. 12.0 31/AL By HAZARDOUS MATT IF DI ^9r L~ A „ PR CAST ma" rnANE AND coven to RnnDE 1. SEPTIC TANK 190 GPD X 2 DAYS FLOW= 380 GAL V IF DlernlCV rlox on ^e+mvATJ^x FOOL rINIL2D oMDC USE MIN. SYSTEM- 900 GAL. RECTANGULAR TANK 0 2. LEACHING POOLS 190 GPD / 1.5 SF/GPD= 127 SF 2 LEACHING POOL We x 12' USE MIN. 1 EA B' DIA X 12' DEEP POOLS= 301 SF W FnECAST RE;~PA.41 20• IMIN. 1 CI'MAXT CONCRETE USED wuex nlE I Wi EnOUw______ E'MAN. B . B. SYSTEM 2- PROCESSING AREA ISANITARY)-- 329 GPD GROUNDWATER ELEV. + 4.5 SYSTEM 2 1 1. SEPTIC TANK 329 GPD X 2 DAYS FLOW= 658 GAL J USE MIN. SYSTEM-900 GAL. RECTANGULAR TANK INLET l ,•DIA CAVT RON FRAME AND 2. LEACHING POOLS 329 GPO / 1.5 SF/GPO= 219 SF V USE MIN. 1 EA 8' DIA X 12' DEEP POOLS= 301 SF CLASS 2,0GRAM MI!' OnOF'T•. lr 011E OUTLINE MIN c C. SYSTEM 3- PROCESSING AREA-- 900 GPD Lul I.E. 27.277 VENT LINE TO EXTERIOR E=.LEtAeNeT7 aA60OaEon FINIwED UMOE C 1. LIFT STATION-- PUMPS SHALL BE DUPLEX SUSPENDED KTERIOR v~ nr anal. MIN. 0 go Gill go L I 1 IIA• , ~ II4• WET-PIT SUBMERSIBLE SEWAGE PUMP WITH 4' I.E. 26.5 I.E. 27.0 DISCHARGE, 2' SPHERICAL SOLIDS HANDLING, 3/4 HP, t F NEW Y xa' A w 115 VOLT, SINGLE PHASE BY FEDERAL PUMP CORP. tP o e BEN MqR„~ R~ LE, 26.4 FLOOR ELEV. 20.5 20.5 MAX. 0 ED ® ao• IIo• , . PD w OR EQUAL. (VSA-4F-3/4-6). PUMP SHALL HAVE A so MINIMUM OF 50 GPM FOR A 16 FOOT HEAD. LIFT " I T ETTLEMENT TAN -TWO INLETS yLETS M Pei M MIN s• F Cow 2000 OE OR 8 M T° ANN STATION SHALL HAVE EMERGENCY POWER r 1, - - 8'e x 5' LIQUID DEPTH INLET I.E. 19.6 \ EOUr1MCENT. PMCHM 7 /A• "AFT. MIN V* _ CAPABILITY. EMERGENCY GENERATOR SHALL BE BY m . m ) I.E. 17.8 D ' A i E°IIM NT ~RCNED 1 MOVE OR MR FT. I LISTER PETTER, 7.1 kW DIESEL GENERATOR (PC164B) 2s ti _ e a OR EQUAL. o l p 76h I a FS' LIFT STATION w , a 2. LIFT STATION HOUSING SHALL BE STEEL OR R F sIONP j ! FIBERGLASS PROVIDED BY FEDERAL PUMP CORP. OR Y Es. a'MIN I EQUAL. 3. LIFT STATION SHALL BE EQUIPPED WITH A DUPLEX IF HIGH WATER ALARM PANEL MANUFACTURED BY PEABODY BARNES (NEMA 3R) OR EQUAL. GROUNDWATER EL_ E_V_. 4.5 A 1TA 4. SETTLEMENT TANK (SIMILAR TO GREASE TRAP) SYSTEM 3 O^{ • rc MIN. MOVE MCUNOw1(ER;P USE B' DIA X 5' LIQUID DEPTH EACNrILL MATERIAL TO EE CLAM 5. LEACHING POOLS 900 GPD / 1.5 SF/GPO= 600 SF ~1 Z USE 2 EA 8' DIA X 12' DEEP POOLS= 600 SF $AND, AND annvEL. ~ Q. IN AD lrU DF 'AND AND DnUN AV [L, w SANITARY SYSTEM PROFILES SANITARY LEACHNG POOL SETTLEMENT TANK ALL SYSTEMS SYSTEM 3 i i SANITARY SYSTEM (VOTES = WATER WELL Noi 5 a ? v 1, DF DFSIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE w NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR 41 CASING FLo1R awnIcH N( A ADMINISTRATION OF THIS CONSTRUCTION PROJECT. G I- PIOVIDE PERMANENT SEAMLESS AND WELDED CAR60N STEEL PIPE CASING FOR WELL. COMPLY WITH ASIM A bNU, IYYC IV; W4C, VVALL TNCKNESS AND WEIGHT PER LINEAR FOOT AS INDICATED, OR IF NOT . TV SANITARY WELL SEAL HIGH VSMERALARM 2 C( 2. THIS DRAWING IS AN INSTRUMENT TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A 1191CA'TED, AS REQUIRED FOR PROJECT CONDITIONS. MIN. 12" ABOVE GRADE DISCHARGE~~11 C( CONTRACT BETWEEN CONTRACTOR AND OWNER. OR 24" ABOVE FLOOD LEVEL MANHOLD COVER JONTS J~INTS MAY BE WELDED OR THREADED COUPLING 3. DO NOT SCALE DRAWINGS. 3' a CONC. SLAB PRESS CASE INLET 3. D( PPING Zm(a~lj ® a. SE 1 W 4. SANITARY SYSTEM AND FRESH WATER SUPPLY TO CONFORM iii DROP PIPE TO BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SANITARY CODE ARTICLES 7 & 12 AND THE STANDARDS FOR ' -CEKkN GROUT S! FLOAT SWITCH Ol OTHER THAN SINGLE FAMILY RESIDENTIAL CONSTRUCTION. NEEAMTI FOUNDRY GALVANIZED STEEL, 100 PSI TEST PRESSURE, AS APPROVED BY NSF STANDARD. MINIMUM I.D. OF 1.0". R-3G60R C-OWL 2 LATERAL PIPING TO BE HIGH DENSITY PLASTIC. 100 PSI TEST PRESSURE, AS APPROVED BY NSF STANDARDS. MINIMUM I.O. PITLESS ADAPTOR' R'ft \ 5. C( 5. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE T7DWAETER OF 0.75" PIPING TO HAVE 54' SOIL COVER. CHECK VALVE PLAN NE NECESSARY TO PROTECT THE ENGINEER AND OWNER. ills S 3'I WELL SEAL - A PITLESS ADAPTER AS CERTIFIED. BY NSF SHALL ELECTRICAL CONDUIT TYPE K COOPER OR 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY BE USED, WITH WATER TIGHT SANITARY SEAL. TOP OF CAP TO HIGH DENSITY PLASTIC LINE 6. AL CONTRACTOR'S) PRIOR TO THE START OF CONSTRUCTION ANDQ BE 12" ABOVE FINAL GRADE. CEMENT GROUT MIN. 0.76" I.D. LINE TO OF ORDERING OF MATERIALS. ni S 0 I CON - AIRE CA 220 GAL TANK e VM1 LL SCREEN C(NSTRUCT SCREEN OF AISI TYPE 3021304 STAINLESS STEEL, OR EOUMLL.ENT VENT exrEnlaR 7. IT CONTROL SL 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL THE Project NO: C4NTIN000S SLOT TYPE, FABRICATED BY WELDING. PROVIDE V- CHECK VALVE .=DRS PIPE MIN. N DIA. DISCHARGE PANEL H( SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 24 SIAPED D OPENINGS, WIDENING INWARDLY. FOR JOINTS CONNECTING 4" SUBMERSIBLE WATER SYSTEM y HOURS IN ADVANCE TO ARRANGE INSPECTIONS OF THE SOEEN SECTIONS, USE BUTT-TYPE STAINLESS STEEL COUPLING RINGS. WELL CASING 'MODEL 427-100 SERIES RL-1251 ALARM ON Bp SANITARY SYSTEM AND WATER SUPPLY FACILITIES PRIOR TO Drawn By: S H BACKFILLING. THIS INCLUDES INSPECTIONS OF THE SOIL PIOVIDE SCREEN WITH NECESSARY FITTINGS TO CLOSE BOTTOM AND M FOOTING T11 PROVIDE TIGHT SEAL BETWEEN TOP OF SCREEN AND WELL CASING. 1 H.P. MANUFACTURED BY EN EXCAVATION FOR THE SANITARY SYSTEM IWHEN NECESSARY) Checked By. TW SGAEEN TO BE A MINIMUM OF THREE (3 1 FT. IN LENGTH. WATER TABLE PEABODY BARNES GATE VALVE At AND INSPECTIONS OF THE WATER SUPPLY WELL, WELL LATERAL, CATCH BASIN CHECK WLVE~ Sl SANITARY SYSTEM AND PIPING. FOLLOWING SATISFACTORY Date io/0,-/9) TYPICAL WELL CONSTRUCTION FLOOR LEVEL CC CONSTRUCTION AND INSPECTIONS, THE APPLICANT MUST NAL TO BE BUILT IN ACCORDANCE WITH SUFFOLK COUNTY BOARD OF LAG PUMP ON SL SUBMIT TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH Scale: _~zG 12^GALV. CMP(TYP) HEALTH STANDARDS. SE API SERVICES FOUR (4) PRINTS OF "AS-BUILT' SITE PLANS (PREPARED BY A NYS LICENSED ENGINEER, ARCHITECT OR TOP OF PAmamETIY OR STONE '0 SL SURVEYOR). Sheet Title . /-TRAFFIC SLAB ORfbOME W/ GRATE O:VELOP WELL UNTIL WATER PUMPED FROM WELL AT MAXIMUM f SEE PLAN FOR LOCATIONS I T_STING PUMPING RATE IS CLEAR AND FREE FROM SAND. WATER - _wMIN. STALL BE CONSIDERED SAND FREE WHEN NO SAMPLES TAKEN DURING WATER BEARtNe I FORMATION g BASIN INLET g, N 8. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE TE1CT PUMPING CONTAIN MORE THAN 2 PARTS PER MILLION OF SAND INSPECTED ON A REGULAR BASIS AND BE MAINTAINED IN GOOD MW BY WEIGHT. TEST FOR WELL YIELD. \h W WORKING ORDER. SEPTIC TANKS SHALL BE PUMPED OUT AT SANITARY FIRST PUMP ON LE LEAST ONCE A YEAR. DETAILS N®® ® ® ED ® ED ®®0 0®®q ® ® ®®®H ~ CI$INFECTION SCREEN = 9. SEPTIC TANKS, LEACHING POOLS, AND SETTLEMENT TANK SEE PLAN 1:3 In p Cq ® ® 0 q G, ® US y US DISINFECTION PROCEDURES AS REOUIRED BY SUFFOLK COUNTY PUMP OFF 9. SE SHALL BE 4000 PSI REINFORCED CONCRETE CONFORMING TO FOR INVERTS B ® ® ®®®®0 IS DEPARTMENT OF HEALTH SERVICES. ELEVATION A'. ASTM STANDARDS AS MANUFACTURED BY CARLSON PRECAST, 00 IN ® ® 10 E~ EO €0 00 ' MERCURY SWITCHES AND ALARM PANEL IN TO BE INSTATED BY PUMP MANUFACTURER INC. OR EQUAL. 0® ® ® ® ® ® ® Q 010 STORAGE TANK 0R ® ® ® ® ® ® ® ®0 I.., STORAGE TANKS SHALL HAVE A MINIMUM CAPACITY OF 82 GALLONS Sheet No: UNLESS bTHERWISE STATED. THE TANK SHALL HAVE A NON- TYP. 4" WATER WELL LIFT STATION e'-O• _ IY COOROSIVE SURFACE; THE SURFACE IN CONTACT WITH THE WATER NO SCALE SYSTEM 3 -SINGLE STORM DRARULIE RING SHOWN SHALL BE NON-METALLIC. SACKFILL MATERIAL TO BE i NUYSE110F RWOS LAd VARY 1. A PRESSURE GAUGE SHALL BE INSTALLED AT THE PUMP OR CLEAN SAND AND GRAVEL SEE PLAN MR DETARe TANK 2. DIAPHRAGMLESS TANKS SHALL HAVE AN AIR RELIEF VALVE. SP 5 3. THE TANK SHALL BE INSTALLED WITH A SHUT-OFF VALVE ON STORM DRAINAGE RING THE OUTFLOW SIDE OF THE TANK. 4. THE TANK SHALL BE INSTALLED WITH THE DRAINAGE VALVE ON TYPICAL THE TANK SIDE OF THE SHUT-OFF VALVE SO AS TO ALLOW NO SCALE COMPLETE DRAINAGE OF THE TANK. 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T ab.9o ;h L•'I i.l 140 L I x, I 1 e~L ~esTSr4e ,i*iQq I I I / I I 4 l i° W 2'/z" 7H4 W-- J Tf~+C'JT, I~~ L'+LIJ EBTDLJE COP-jq 2 I I I I ~I.J.I I,~ rJ 111 Ca II I I 1 I I Ur FLOOR ELEJ• u O I i I ~6~MGJ • FL ELEy, } al~ ~A~JPf\ICa LEGENt~ W 4r 0 I - / I FW. hL, GLF~A V ,I ~ II 11 Zli~"?rlinK- r,~LJ ~ s I / I 1. C L~ 1 ~ 1 I--L r CAL I' :1L 1 _ ~l r r _ MOYLTRR 6ZTTIwk, r bcv Irk/3ie° MoRr^R I \ I / I JOLT bN 2EIJF P N on crJNClx.t'TE+v.e~ ~L'~ . _.M \ I / 1 T. hl, I 7.7.24 ~tis zi~:'T~'•..P~L~.IESTcfhIE W y a 1 1 / I I W I = par+-ictL RrELP MI~I2" - 11 - 3. 2 x r,ii l', ri _ l t I 1 ~ -r~ - i (3 + 2.41,50 7e., ¢EL TO~ Ii7R.1G K. P,r..V~.1~.6 dN 1 M W. ~JOIL A. T•W' c! 3/gmYGTi~R~SJC2MTJ .9 26; G 17, 24' t I - M'Ni~ z4; a7.24 oN RE4wJF RGL`7 N l T; ~W~ z r SEE .ATf~Ur,~'r,IJRfi•l- I \it ~ - a - I_ _ -F T ~PP2AWINC>t,$, _T_Li~ dl &ei T, 'r,.ri T;W. IZ'EIIJFC,RGEP~C.CJI+JG; * . 1. ~^'Iri3~a 1 IA"F,Em pAv_11-4C, (41'Th4, L itN, C WALL p. ~`,CASwIIayI1Fj 4E~.. g~TRl.~4-TLl Ri~4 - - - kh LL q DVd -COS A SW~I - Fll.lia~l IrJ q_ Wimi 1 I 1 441, N OF SwMM E , 9"-1'1•T Coj d z .c4941Ts 0o PT ilr~•4ta,. - . I, nu Es -t-I oIuECT~n! n ¢ 16 t dR 4oo tm%, FT. a xr ~ . Tlzor4 ELF-0 J01}.1Tg °a o V f";1M1 / S Fr I-AA*. I W EAC44 0> o PIREL71 oIJ al¢- w -I. C z; 3 i\ yze, 55?, FT, WSAI.JD i 'g ? Ix. 4 I / \ =p Ly1-•~9~ ~ w' c ~ G m U m S Gp,.,v~. fq.ll'1'I~, GRI,:16h•IEP ~ w . ~ ~ V ' Ja~vJ+Y iyLJ~eTG+N~ bEO .r ~1 I Ii TtJV•.V 1 ASIA Q 4-•. • U f4 _ I 1 \ L".f~-.7GMY..'I~ 1 rIH t•L}~. c4.GV. T I"1.~/ G(qR^V LL Graa~,ve~. i-- °„a,lbpjASE ceM~'1cf;:e I 1 t 16T FLoOP- Fit J, FL-, GI..-'E.V. rRIVEI^U d. T`f P,~ 2 N f jyl ~ a, t r I I- I J_r #a _ 1 l 1 1_, 1 TYR O oP BT.yIIL R'. ~gWED oqy 79 J, CI ~ T+•wl t ~ r i ,1 lr1 nQ Ct - Go-a?~`r ~ ~ "a 1 .q. 1 ,1 O ll~~ „t + .k7. TO., T/F IE.`/'r' _1 I 'fY~l"( e 5 s a Li Bow n I &!cfl~al`lt~I4 - Project No:f glIs},, jAa 14,11 94:1 Drawn By'.;[J'9- y"r" t 0 Checked By WS LO V• - - s~ Ya," 6'MTL.PIP C ~~N T,Ld. 5 J .N .-©rr , 8ii cc!iJGt~ETe R,ETA N J . ' . 0 O Date: A 't '9z ' iL~h16 u ~ E.L. 26! N. iG 45EE I' ~ - I . Scale: 2 ,GJ.~4L (.SEE MIAIL i2~r_ o~~ ~ 4-~'- o,. 52'- 4., 12,_0, 8,-a' f4'-a„ j7RB~FS. TR~E+JGN Dfy.ArN /+fa Sheet Title: / 2rr hMl••d ~;1 F~~ PaY°1~LY DR•~nJ " Mo06~-• tE 622 ~,4/w"!ck- cR+KY - N~ ,ccv.71r-0 i+487^I.L He Pr-pc- r.MNOF• FMK FOFL rJFZIVGI.IA'Y -INTQIZ•M~.?if~l?.} E.IRIiL^Af1 D / ii -RY'nG ONetiICi°•TI6WS Y9 E'•F~1T TC 5E i I IQ -'CO ~`:E3T~Rwl 4JM'TEFL 3 , ECG S~E/.I~= sM•tE.F-`P SP-I AINp ecxO -pjNi2+T'te., EKAGT L-OCA'FlOtJ k/ARC-IP'r E-.7 . ts4 FtEL.,D. SITE 'PLAN k! ~ N i i 1 r i Sheet No: 2:7 a•7 y ~ dam y T SITE PLAN a . ~ ty~'~} S ~ Ufa a.. 1 I 1 1 0'-Q" I F, ~~~e talk 5y, ~ ~ ~~y le 1 / v: I Y~ j i. ( k P V r EE _ ITT II yl ~ V I, I lit 'I U 11 , I ' C~ t r.• . 1- aRINI WINER P E L L E CUTCF CHOGUE NEW YORK STRUCTURAL, MECHANICAL a ELECTRICAL HEAVY TIMBER F BER FRAME ENGINEERING ENGINEERING HEARTH; 'EARTHSTONE , INC. MORTON BUILDINGS , INC. 22355 COX LANE UNIT *4 1630 EAST F EAST, HIGHWAY 25/70 CUTCHOGUE NEW YORK 11935 SAMUELS &...STEELMAN, ARCHITECTS DANDRIDGE )DRIDGE TENNESSEE 25235 MAIN ROAD ~t, (516) 734-4060 CUTCHOGUE NEW YORK 11935 (615) (615) 397-9425 (516) 734-7420 SITE DRAWING UNDERy1RKE~~ REDj1F1CAZE r in9 `s ^ d pERMt~ CtE2U\Fc U~ DER if copper tub' SVS1CP1o SP-1 SITE PLAN LAYOUT PLAN A-3 FIRST FLOOR PLAN / l._AN / SECTION #1 A-13 TASTING ROOM SECTIONS for water d~>ul tai 9 aLARMAI.ARVJ~Lr.W PiPi^9 shall be aystem; K or L onl of types I_AN / SECTION #2 ~A-14 COVERED WALKWAY DETAILS SP-2 SITE INFORMATION A-4 FIRST FLOOR PLAN / QVJ aN 5 PLUMBE~OURO T E F RE P~ 11PSg o ~ l' FlCATE Of 01;'a..' ,I d y ~ SOLDER VS.~ SP-3 ENLARGED SITE PLAN A-5 SECOND FLOOR PLAN I PLAN / A-15 COVERED WALKWAY DETAILS SUPPLY yY•' " SECTION *1 ONLY NLY EXCEED 21 i 3 1 i -k LEAD. SP-4 SITE ENGINEERING PLAN A-16 FINISH SCHEDULE !P4 OR A-6 ROOF PLAN &DE; TAIL: :;TAILS INTERIOR ELEVATIONS & DETAILS USE I0, SP-5 LANDSCAPE PLAN & LIGHTING PLAN WITHOUT A-7 SOUTH & WEST ELEV ELEVATIONS A-17 DOOR SCHEDULE & DETAILS SP-6 SANITARY DETAILS A-8 EAST & NORTH ELEV ELEVATIONS APPROVED AS NOTEDr'i DATE: ~B.R # 10 FEE: BY, •L• NOTIFY BUILDING DEPARTMENT AT SP-7 CURB CUT DETAILS 765-1802 9 AM TO a PM FOR THE FOLLOWING INSPECTIONS. A-9 WEST & SOUTH COL 1 COURTYARD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULANON ARCHITECTURAL DRAWINGS ELEVATIONS 4. FINIAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY IVI ELEVATIONS CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS A-1 BASEMENT FLOOR PLAN, SECTION #1 A-10 TASTING ROOM ELE 11ONS A-11 BUILDING SECTIONS A-2 BASEMENT FLOOR PLAN /SECTION #2 I A-12 BUILDING SEC-` SONS I Ix EV 15E r-~; 4 I to/vu /~fI 2 ~~uF ~9 Z i ^S FEIZ Z6>• oET~RNI ~N/.T Io rl N/F G~2"a~. p.LEG . p.LEG I . MAIN ~7~, Cu1C.,Fk= J~, cur~~k U~. NY 1 1) I I.I 2a z2' 3o I..1 LL Lu 1 u~ 1 N co } m LU O EXISTING l~s d f9.12~IG GRAPE GRAPE VINES W ' I LAWN`^ I BUS PARKING & OVERFLOW OVERFLOW Z 1 AUTOMOBILE PARKING KING _ F LL ' z - _ = J . \ • S3 'p 32 R LU U I er dZ .ra I. Z. 3 7 e 9 to II la g IS ib 17 I6 IW - T 7A RRAVEL Pr+ortsr~ PARKING AREA GRAVEL DRIVE - t~~{e',~' N G`~P p.o Pj12IGK• oMl ~ . • - INV Oollcf~-¢TE - - ~ _ _ • • ill:- • - =x ! 0ADING AREA. ~ , i GRAPE VINES .6 Z. H p ~ T W J LL Z ~ ± 2z FT, Z Z i EIRAVEL 'IiRAVEL - - W z.f? = py Il:rfilVE C W f 2 ~Ilxl d J" IN N. V 1 } L. Y =Ja Iii+~ I _ll Ir r ~~i I Y` GRAPE VINES .~aoN0E'TE ~ _i C+I,iI P.w~i~NN+NN+..{{~~4 t TMn ~sl NF Q a 1 ~F D A Project No 9 1 l4 Drawn By: U,7. -Tr , Checked By: 1-4,S, Date. 4.1 , 92- RAMP D'OWN' GGUSHING 4 Scale ".x'-cam" N FP AD I - - - c PAD (Sf?E ENLA F SITE v 5P- 3) I to a ~ • Sheet Title SITE 7 - 77 t PLAN LAYOUT II ' - 5 29" 41' 2R'S" 29i, 25S 29' 2550" e, 14 L5~"L'' PLAN Sheet No: PsuATIM{" ve~+a-!r.~o ~ i~?F G~2NA?'ION F~R~PERTi[ Li-rwo*e L;IA,C/TeLE'kr~C G,cz.~ oLQ QxuNT', ( ?D,Ca~RI' 1~'..ITY NI. i.,° L.irIE,5 1b -REi.>1~te,.l 115363 SITI SITE PLAN o SP-1 I<tv i se ~ 10/3o ~ql Z IAN ' r N~ fJ ~ { PROPERTY OWNERS USE NDEE O*NER ::un:::::a :::::::::::m::•:::r.: :::::::r.::::::: I Iii'? a j!!!Iliii?iii'v'~ i......1....:.......3......•:: C v:::..s.:. i ..............:::••::::!??:::::::.iiI:::,::!:::!:::i.:..s:.:..:::s:??!?IliiiEri?lilii5t::::::,u!:~o:.. It°iel LN I .pro' / D 1 BAXTER PROPERTIES FARM FIELD CROPS 2 MARVIN M. BROWN & R. GINSBERG FARM FIELD CROPS \ AS TRUSTEES 3 WILLIAM WICKHAM FARM FIELD CROPS ^ ylll- 1.7 7 4 CARNATION PROPERTIES FARM FIELD CROPS 5 ROBERT & JOYCE PELLEGRINI VINEYARD ` ~Y 6 GEORGE ALEC RESIDENCE 1 7 RUDI ALEC RESIDENCES x W ri 8 JAMES CROSS GREENHOUSE O e 9 JACK & PEGGY FOSTER RESIDENCE 10 WILLIAM LOWE RESIDENCE \ O 11 CON BAGENSKI & WF RESIDENCE z 12 JAMES E. CROSS RESIDENCE - VACANT oR1.L•f\F`+KFY>- Z 13 CONSTANCE M. MESSINA RESIDENCE 14 JOHN A.& PATRICIA C. ZURAWSKI RESIDENCE - VACANT cao ria~aE~vJi~EaY~ 77 - w vR+i~~Hiay ~!-traY 15 ANNA JABLONSKI & OTHERS FARM FIELD CROPS 1 W 0 i J U 30 i J ~ cJ0 O an~EW,Y - I.SA-IALT I~Eh?LIN6 t N6^1kING COLIR5e AaSPHAL--r >A25 E- cot 7av CoyR°+E NOTE: K NOTE: Key Plan is drawn at 1"=200' °d Z. and with contours at 5- intervals. 11' G' This is This is due to the large areas of M4r r?NVM2'3 IN/~Af-JPTICdT J0ltlJT9" G~JEpf KEY PLAN ~ and with the adjacent properties within 500' 1 /6ANo coLoQ + riT4ie •JTo DE oE.LEGI'EO coNCRM-re CURES 1m 'll~ j the adja of the property lines. 6KW~F- 200'-0"' GRAPHIC SCALE of the p p~ ( ARcI ITEc~T ~r('~JMII}.JO !S •~iETTI ! YJE.t7 W/ 6RAYEL A OEOPF- F- TANK- CST 7 fl~.Gtt2 l9 PARKING CALULATIONS SITE DATA 7A w . .0 d- USE AREA REQUIREMENTS SUBTOTAL k BCTM # 1000-109-1. L000-109-1-8.7 Imo' A. Tasting 1256 sf 1.0 @ 200 sf 6.29 spaces B. Office 2B9 sf 1.0 @ 100 sf 2.89 spaces 06 OWNER: Robert and Robert and Joyce Pellegrini C. 2nd Floor 814 sf 1.0 @ 1000 sf 0.81 spaces yI 4515 Stilb Storage 4515 Stillwater Avenue D. Barrel Storage 2226 sf 1.0 @ 1000 sf 2.22 spaces Cutchogue, Outchogue, New York 11935 ~ " 0 0 71 E. Lab Wine Maker/ 205 sf 1.0 @ 500 sf 0.41 spaces Tel # 516 rel # 516-734-6346 Storage Agriculture Agricultural Conservation (A-C) 0 Nf F FawwJsiclj ,JoI~IT F. Fermentation 2126 s£ 1.0 @ 1000 sf 2.12 spaces Existing zoning G. Empty Case/ 513 sf 1.0 @ 1000 sf 0.51 spaces 6x [.oI~IGt2-ATE. P~?~9E I i ~ ~I Storage §y / H. Bottling 1753 sf 1.0 @ 500 sf 3.50 spaces Improved Buildinc A cgd6oso STDFIr / I. Case Storage 1307 sf 1.0 @ 1000 sf 1.30 spaces site Tasting No Buildino Areas, * Z Tasting Room Building (net) "5 P SOIL J. Storage Under 360 s£ 1.0 @ 1000 sf 0.36 spaces Areas Basem Basement: 1337 S.F. GOfvt{ 1G(EP 61~1'~~a~ADE COMPAC175P SOIL Tasting First First Floor: 1376 S. F. p p{tC K. Crushing Pad 812 sf 1.0 @ 500 sf 1.62 spaces Mersa Mezzanine: 290 S.F. IG~ (~iAVEt~/~Er1T ~ETNI~. CVRBIN(3% DE1 ~a DETAIL _ Total Parking Spaces Required: 12 Production Production Building (net) GGAL~ Total Parking Spaces Provided: 24 Basem First Basement; 5505 S.F. Project No' 9114 First Floor: 3832 S.F. 1-1/Y -V- Me2za Mezzanine: 544 S.F. Drawn By NS 5~8'~ 12.~EE~~A~I2W '/2" ~.x(~AIJ51or! ~oIrIT Covered Areas: o~lE EF ID SLGL SV lJ/,IoiQ7- Fit I P=a lomopEW-7,r LAVE LOCATION MAP Covered Ar Checked By 7'CJ a. Walkway a. Walkway: 2851 If 1IGl SEAS a iG On©C SEALANT GO'r.JC.I'Z ETE PA./wc~ a U IJ\a1 Date 4 , 19 2 Out Door Spaces: col~cRETe nFVII•IG~ ecJaQ7 FSA~+n to/m.t~o/~,.1~O~/~c u Out Door S a. Terrace: 542 If Scale: Ls sHo~-IW I~/A FIIJI6H 2' 6J, In.l, M, REINrOZIr lC4 a. Terrace b. Steps: b. Steps: 308 If y4 c. Entry P c. Entry Plaza: 253 If I~ G, Tp-oAr2 Qr 7Rac~EL - _ - O.. us: artucK d. Ramps: Sheet Title. d. Ramps: 485 If 2" TPo1JEl- . SIN e. Crushing e. Crushing Pad: 870 If AFL. f. Loading g. Court Y E. Loading Pad: 68 If SIT E g. Court Yard: 3025 If h. Vehicular Ramp: 2106 If INFORMATIOF rlt~l r - ~SPHAL-T v 11935 h. Vehicul. p•~/IN~ S ~D C/'~ A N cu eH Total Imor, Potal Improved Site x O C Area: 1763: krea• 17633 sf BITE: 35.918 AC 35.918 AC AREA cl, J~JF ` ] q Sheet No: Percentage: 0.01 $ 3.01 % - o ~ ~Gi~IJ°.~I-QED sTOV.IE ~N11iwcTED ~ 9LI ~~G$AfJ Cs IiyGTED Of Lot Area _ ~1, ~A~YIn(lJTC1/ 5-I~yR~AI>v Site plan taken from surf i from survey prepared by: . ars' ;E'Gr Roderick va toderick van Tuyl P.C. SP-2, pA, / r I/ ~A _ 1 ^ ~Rr U - Greenport f :reenport N.Y. 11944 ~ O'h,.1GI~T~ f~4`1T, scO~-~ ~ ~-~At•IS~C~.I JT Go N G t2 ET i=- P~ f V IfV~_l_ I~IJ N.Y. Lic.# f.Y. Lic.# 25626 Dated: 4/7/ fated: 4/7/86 w \27 '~2 Ci JJ,59M,, FOR- DRIV£WA`( DRIVF-Wol INFOp-MAToN SEE ~2t ~ 24 ~ z5' \2!0 \7'7 \27 OL, 3HEE7 SP-1 ^r4P If 1-1 Ill GooRD NtTE EXACT \ I I 1 NoTC\\: Folz r~RIV8I.JAY eNT~-`( J 1\ L.OC.r*TION W/ARcW7 W/ARaNITEC.T IN FIELD \ I i INFO1~1K1ATIOIJ 9EE Sh'IEET sP-T \ \ I I ~ \ 1 G7R.h~IEL ORIV~I.JpY 1 I I \ \ p rzI~EHJ.oY ~ ~ Ty G, 1 I \ \ I 1 ~ \ \ 6/ ~ TYR ~j t~ I I I I - _ Pic. 24.56 4.20+ I I ~ cl-IR6 ro .I~ I 1 , 1 \ 1 I , \ ID 2g ° L F + lQ ~ , 1 \ _ oQ ? I LL O ~ ALIC~IJ I t T.W.28.90 ~ N ~ {p~ 1y I - I coIxReTE RE-rAj-JINcr T,L \ 0 I I 1 WALL I,J~ 6RICK-Vp.IFLR \ O _ _ _I_ ALICa~J 2 I N P ? I ~ `T I ' 1 6~. LIF=STa~E cbPi~l~~j N ~ x°.23 I I \ e LU TTE RE7A IIJII.IU I I II W,ALL 9o fPL ENEEI2 A W~ 6 1 K- \tl I I 1 4 I s° 2yz T T 4 ~Jy 1 ~ I TA~uT^l~_~I 13LL1 E5 To-I E coPI LB ~ I - I I ~~J L-. 1./ Icy 2 Pj.T,J SIDES .Q _t' of p./+MP ES \ ~ O I I I I I I 1 aT FLE*n F- SLEV, d Tvp ~ I + a cl 2Ca z } _ 1 - 0 I , I .90 mfflemo (a1N C7 27.57 N 6 L EGE Nl ~ W O I , I I I FW. PL, CLEF/. t19,oo' _ II 1 1 I , GMocr ~ eCTTNG~'N, 22----_~ i ' II RUST, b r 1~,E.D I,J/a/8" Noar~ri coal cat'TE s ~ LL / ~ Q I I ~sEC ST'RLlCTL1F~AL 'R V G I 1 II I 0 ~ 2 .11o t vt DFIA W I Ny9) v \ I 1 ' I / 1 11 , ' ~ l 7.1 1 m ~ 9 10. W TO I i II ~-'7.26 N 2%i'TK~ P~LJI=. STOIJE y • \ I ~ 1 r-~•.~ea FIEL-0' IN J U I \1 I i / Q 1'\ IU FSRIGK- r-ELI7 w/Im° J 1_ +26,60 ~ CR 24" IiJ I17L FW.VI 1 p~AIIII1D ON 5LJV]bAeE 1 r - \ I / ~p T`11°IGALTO PjLIJE.- I W OTbIJE, pAI oli Jq U J la / t 26,5D F,' 'JRIG K-?7^vERb DN 1 , - -I tp 7 - t .2. r r Mop-To.P- T.W, d I'"1a, s3; 8ETrsgq P,7EO k-JI 26.6 27,24 J,1::~;S, 3/a' MoR7s+,IZ JOINTS z 7,z6,_I F oIN ReuJroRc eO if) ~z: -m4' cGNGI'~-CTE BLAP~ 6~ ~K,:, ~~SEE BTRUC.TiJRA L- / Ht- - , - o rLAw I NITS. m L+fe ?,~J. IZEI hIFORGE.D CGIJG~ TIMIbCR GAviNIC~ C4"TKO MIN, 28,16. - - N o 9e\ N ,S^ T~ . L W ALL n.. d aEVIJIJy = °EE BTRLJGTIJ(3f.L- WALL p oldcqs.)64/apcONA w LL E,. h sWl FII~JI64~ IN QL pEMBLTE DIRECTIeN' 1 V'r "Ey' Q d of 6LOPE. , EKPAWSlonl .6 Z • v~ Q • _ I~ EAG• O REGTIOIJ 1 its OFZI of el FT. ArJD / H SIDES p,.~wAP DES TR01.14 ELED JolwlTS o z TYp. 5 FT I^K. IN al i_ DIRE6C~T.,ION ol2 w ~ . G x 3 , 2S -sl FT, i ` Z ' 24,45 mow. `!4i ~O e s Gw. c~ 4 "Tt<•, r FL Je,NED w PI20bUGTI0N ~~JI~pIIJc;, 24,Sg _ PR~EyJtY p,/L1JE57oNE PSED 2Co i i p~AgEM1-~1T FII_l. FL, ELF-V, * 19,0' C6912-AV CG RA EL TYI% nc F x I IST FLOL~P- r- I, FL, ELEV. 29,0 ? - wrP VE Wri t F-L'i^Y aI,JbI~jASE COM P~CrfD vi v~ -To °I5 SYG. TY f~,~ ~ I d N 5'-6 ' 14 3,: Ou - r O , I it F•tANOR.~l~6 RaoT,-I ' I I , eloE a oP STr.IP~ < II I TYP. Q1, I(u 19.9 19,8'7 18.9E6 - Z yPSE Nf ~ 1 I I1 z ,(07 IB,9ce ~ '.1~,9(F; ~ ,W~aNOro.PVeo ~ •'1~/~.n.1r'. 0~$'.qs 'N'~ . II z II N T. oJ: ~ ~ ~ ~ . O Fle+_foy.ILS ~ o' a2 yr i , ~ 19.18 `Y _ • Z .57 ,q 2G.5 I PJOTH - R 0 f~ G I 1 1 cQ' II 1 ~1 S1~E,$. CF, }UNP:uPP :Zo PL 24,70 I ~ I I - 1 ,37-' 21,1(a 24.~Sg 2a,98 - ' 53 2 s7 "avs+ - TP.'T/F RfD A y9. .A7. Tic. T/F 16:'7 T: n, T/F 18,7 20'-qn ,,„::n..,,, 1 _ -5,,10" - ~ _ • - 0 LJTI my . I Q v~Nlc U r 1- _ z p h P~ANA Imo' "F- .1 Project No: `1.14 Ex, 9T II J q ' N Drawn By: U7 _ 7, 13! 47 Checked By: NS 0 Tv4.i-2. 6 yz PIPE P-~•~~ (PAII-TEO) T,L1 2b,s • N 0 Date A ~9z N COIJcRCTE 2E7~IJ:N4 3"~ cEE 1-y.I~INy ~'INTERIO F- 2g I 6E.E siWJcT1J(in~. FE~•M G>J TnT10:J P- Il-A (TYP) /owys. Scale: 2 C. Sheet Title. NOTE t ~i / F FoR- rJrz~~~.l.-r<.~r uvraRMA~~ol.l ENLARGED SEE-~i-•IEET SP- I AND GCX~RDINATE. I I d >`I F E p CATION y.~/ ARC-w-71TccT SITE PLAN i i Sheet No: zry zb 2(0 m~ SITE PLAN SP-3 lit 10'-0" Y ' I - p ~1'`~, REYI61 I I SITE ux'ra: Nl1 MUCK 2/4 X92'.. 1 ; ECT11 f 1000-109-1-8.7 -8.7 \ OWNER: Robert and Toyce pel] Sbybe Pellegrini ~v II935, NIF- Q 4515 Stillwater AVSnc rater AY~pynue S Cupchogue, New YQrk 3 NeW York 11935 Tel f 516-734-6246 •734-6346 C1 N 20922130• W. ' Existing Agricultural Conserve I w w w '!IwE~IPpIII~IwIIU w 10 i 1.T0' Soaiaq I Conservation (A-C) O IM IN I SITE: 35.918 AC AREA I cy < Site plan taken from survey prepare m~ Roderick Van Tuyl P.C ey prepared by: n Tuyl P.C. 1 Greenport N.Y. 11944 '.Y. 11944 n N N 1e-pF~PF-FtTY LIhIE. N.Y. Lic.f 25626 25626 Dated: 4/7/86 86 4. VVV _ ,ft ,y IL 0 N 1 101 NoiralVO4n PI' Alma Y / IJE:-J cotilc~E.TE. uJp-R' i Septic tank - 900 pal. rectonguial MIMI 06, Leaching pools • • 9' dip. x 12' do 1. rectangular r dip. x 121 chop L.OL+IIIQN_MAP z Q t+ 1?II fT' e 9xpjM;jQq pa - - 8' dia, x 12' del dia• x 12'' deep G PT CTY ~~I-'~'tlLL~ , R6?.P / yJIPTrI SYSTjbd 38FT ItiPT r..ISTINQ SiRIW r 9, Septic tagk., RQO gal. ractaoqulm 11. rectangular z / , , Le"hfna 04911 ' - Q' dia,;x 12' deal 0,;x 12' deep ~ " 11 12' do " la area go 11Yt; Pilns 1171 oi, A 12' deep K~ w uf. p0 SU Lift station - - Federal Pump Corp. Pump Corp. - VSA -4F-3146 Z 26' ~d V- o' Settlement tank - - Q' dia. x 5' IlqL dia• x 6' liquid depth D - 216 Leaching Rquis - - 2 - 8' die. x 12' 8' die. x 12' deep 1 1 - 8' die. x 17 . 8' die. x 12' deep 3 W x Fe- j \I.ir n* I w .I I I -P-7_ - ~l W 1 aNBNQ:IIG~~L ,goaMfIA~IY ~ / ~~~~~tr4,-! 3' 0 IJIOE mhlc~ztTE till OY f, +b Ir .sA"I' 11' TE71Ain.1 ` M v pAViN 4 P~ra.10 v d ~l~r•('~`f I t rT.li°s of .'i.' / Cbr- PPLiVG. k4A--(~~- 10 rl oJ~"~ Flg~F i is ' / ~ ! L~ih~pVCL : ~ \ ~ 4pyyu aRan.lt r \ a~p,1FF~'(~ ~ ~T FAQ' - Yol 4'a CATCH. 6~BIN~&o _ \ _ c 7 53-1 C,1 4 M \II, N.. r:m` Ole x 41 PEEPI AWOL RM i ~ , 1 ~ ,rl1EI KV~T,1q IJ(,j ~ \ ~ fWt~N11lF6CE ~ SIM r- 5rp- co pF \ `I 0 ice'. o, 1 ~ ~ II 1 p ~l ~ I I E FOP- 2Q*h ec^L.E j Dh Ah11rJC~ of mzz, 14 Z. I 1 i . 1 L>= 1-IAI~T~ ~IfJ~ ? ©F TI-Ils cHEET T I~ ~ N Q U / 7 M I 6 - i Iii Ir 17 1 \ G \ y; ,I fl Qr n% J'rIL ITY FGLE Y 1 / ; IWio,s 1-- TNT HOLE' 1 1 • ~ _ Z` NEVI ~o tiIGRE.TE G~RPa h ~ . - 11x111 ~ , 'la e~ ~sn I 'Vil A., i 8v DEEP : i I r W SYSTEM 9 b b jjj X H' r Ln r IN ~ r T' Tl- On1.J aft t P~17 1JET.,STATXW r El' a) out Protect No: 9114 r Sr 3 Drawn By: S5 (EP) - - - ~t~ - ' EMfBTiNCa ~ r~G E ~'F+.wDN.IAY qAV¢ EtiIT ~ i I n ' Checked By: TVV V DARK M ppQWN UXM 8• a al y, ' Mass, 4EW 80 FT FRONT YD SETBACK - - - - 77 1 17 Date: 4,192- TOWN OF S . FJ` CFi6 pp1l~~flVi111116 no 9pEHGi DRAIN' ~$t1tRVb BY - d BROWN $6TV MANI soon Scale: 1" ¦ 20'-0" (?,E 9) C L J "1Qbif Pl-AN enemas Sheet Title: m a - t4 "I -~C.Ri II N ~ \ o PwL SITE TO Mam E BROWN ME~~yOr~<:bl p ILI' ENGINEERING C,KIb'T'IM.1F,~ / PLAN i DEEP ~Q ~w „TI I 11111 1~4, IA17}, 1~ I /1~^'~'^^ - I R 2 WMRGNFN k! 1 . WTWW Sheet No: r / 1. 1. In the odoa of industrial buildings, the falluving statement most be shown - r plan end maned by the nviui of the focilibyt j' Z Q '^Ckltf c`~QL 22.8, o, seursuant to Suffolk County danttory cod. Articles g and 12, 1, he gby certify that thorn will not be any lndnstrlsl vast.$ or other WATER IN PALE BROWN auN Ta coARSE non-gnttary wastes diech4zgad the building end there .111 be ne 23, Walt or he:*Tdeue me Carl stared t oaMe tike eol... apart flo permit. of ~ exampkSona era grenNd rewant kh q articles. 4 „ _ SITE ENGINEERING PLAN PLAN ( IF~PM491SlN N9~aL 17! 17 s TEST HOLE fanllltY n.ner'• a/ .taro ? Data $MT $E7 [CEMENT TANK TEST N' OW TAW OCTOBER 1. 1901 i BY Mcpomo OEOSCMCE. SOUMW. N.Y. N.Y. i I r-m MI PL)"rIT+ T "~fi7J»~ikYa"°'~"4'Wv^S', .5 ;A .v~•,~ :+P"+}'+ n r „.,-7 r µ4lM - n,~-a a3}t-6:y, 3^1,7 vac . ! ra •,m ~"~„m;~;~i7 n p am"fg rt'v y; Qar y6,_.'..r~~i i. ^~"s uyi: `1 ~~.,is fi,e -;.:fir, r ;r^~ a I~ b ,fib d tZ' '~6 e'{'x:-yam _ ~z€.v sEO ; I ixal•,a e~^~.z r~'a r n I h 5~ Ix; r v _ /so /.If i +qLk" x4 1 1 W LJTI,LI E>clsTls-Jc R2'LE ~ Wr.L4. Z~ z - ~x13Ti~c-, Cgp'APF VINES Zw Ex16Tl~4y L wN ~0 Wi LIGHTING LEGEND SYMBOL AEY DEECRIPTIOM POWER LEVEL TIME OF USE .y:rt f °i:!i i°'r! K. • a n.....- 'i••1!• m!' FEidB!?!! !iEi'::umie P°i°'~' P:jnjjr:;.....•: ::::maii~i~:i :!:::!q:;:;:::Ei!eF!ij J l ieeei! !!ii!ENH :!E:!~!i!:: EEkil i!ii:::S::1::Ei:!!i::!:1:?~!::::::! : W v A-1 Sign Spot Light 150 W Incad. Dusk to DaWn ti Y A-27 Build Spot Light 500 W Q.Halo. Dusk to 12 am TI B-1 Recessed'Step Light iQ0 W Incad. Dusk to 10 pm 4 C-1 Pole Light 250 W Mtl.H1. Dusk to 10 pm 1 PARKING DRIVEWAY D-1 Down Light 150 W Incad. As Required 4- D-2 Down Light 250 W Mtl.H1. As Required E-1 Ornamental Light 150 W Incad. Dusk- to 10 pm xY lS s,3 - F-1 Overhead Security 150 W Incad. Dusk'to Dawn 1 F-2 Exit Security Light 75 W Mtl.H1. Dusk to Dawn ~-I F-3 Overhead Flood Light 500 W Q.Halo. As Required 1~ r r + ? + se 15 ti 4- G-1 Up Light 150 W Incad., Dusk to 12 am ~Z. i WT, L17r,( E.' l +v BUILDING, E-I s &4- + 1>4 E,I s~ + W J _ j ~ R LEGEND W' q BUILDING'- 5 e~y~1 LA WSJ 7 EXISTING TREE TO REMAIN ~¢H 2 + EXISTING TREE TO BE REMOVED s s . r _sEe n) I I o-I u !IL O ° I O Q PROPOSED TREE d SHRUBS G COURTYARDp_j ~Ia PROPOSED PLANTING BED PERRACE FXI9TINCa C~TiAPE - vi~ Eb O PROPOSED PLANTS t~1E OF N N, 0 °-1 y sT o u ~ a _ 1 '`~r sa 1 I DRIVEWAY ~Y 9 1 RED A C~\~ -I ~.1 4 ~ i A -S PLANT LIST 512 - BUILDING' _ Project No: 9114 4- KEY ' SOTAN;Cis !IAMB COMMON NAME ::?iiiiiRi"?iii?Sii: Si'ruS' i<" i:lPR'".Si'fli :i!"' iu :::p::::a:g ! ::?::wu•n:w l'r" ' ::•+::!•p:S:g'.: TL~ Q-EIwU.IIJ y4 ~ I C 4e1 3 E ~::.:'v ?i:::.::.. .1 . . 1. OTONEASTER .APICULATUS CRA.NBERRY COTONEASTER Drawn Sy: t1T b FF-wv)wcx ON _ MSrWJt'tlc*j 1I a8 6.1 bl a-I - PROCEest Q *5.11 1 F-2 . .sl F'1 F-1 2. FAGUS SYLVA'PICA EUROPEAN BEECH Checked By.'rs 3. ILEX CRENATA HETZI JAPANESE HOLLY Date, 4 1 92- r~ I.MiL 2r Scale I" 20'•0", 4. ILEX MESERVEAE BLUE PRINCESS HOLLY w1 5. MAGNOLIA SOULANGIANA SAUCER MAGNOLIA Sheet Title. sy 6. PICEA PUNGEN6 GLAUCA COLORADO BLUE SPRUCE LANDSCAPE. ~ ~ ~ deb 7. PINUS STROBUS - EASTERN WHITE PINE LA yJN e.- PRUNUS CISTENA PURPLE LEAF SAND CHERRY PLAN LIGHTING l rr w7 r9 er .r >Y +r .r ~7 r'I a1 '*r *7 ~7 s7 s1 9.- 1'YRANCANTHA COCCINEA SCARLET FIRSTBORN ' } k i i i 'F + k + 4 i ? i + PLAN 10. RHODODENDRON CAROLINIANUM CAROLINA' RHODODENDRON 11. RHODODENDRON OBTUSUM HINODEGIRI AZALEA Sheet No 12. TSUGA CANADENSIS SARGENTII WEEPING CANADIAN HEMLOCK r u~ t 1'3. GLEDITSIA TfNAGAN71,4E38 HONVLOCUST 14. ROSA FLOWERING SHRUB ROSE SP-5 LANDSCAPE PLAN 2 15. CHA14AECYPARIS PISIFERA GLOD MOP CYPRESS 16., WISTERIA FLORIBUNDA JAPANESE WISTERIA .r LIGHTING PLAN ROSA - CLIMBING TEA ROSE x 77 q, 77 k PELLEGRINI WINERY SANITARY DESIGN CALCULATIONS F R ELEV. 30.5 I. AL I. ALLOWABLE DENSITY TO TOTAL ACREAGE= 35.918 ACRES HYI HYDROGEOLOGICAL ZONE IV W.4 WATER SUPPLY-- PRIVATE WELLS LE, 24.8 \ I.. . 35.918 ACRES X 300 GPD/ ACRE = 10,775 GPD E 243 II. DE II. DESIGN FLOW I.E. 25.0 A. A. SYSTEM 1- WINE TASTING AREA _ I. 24.1 1. SALES OFFICE 289 SF X 0.06 GPD/SF= 17 GPD 2, 2nd FUR STORAGE 814 SF X 0.04 GPD/SF= 33 GPD -SEPTIC TANK C LLID; U=3 3. WINE TASTING/ SALES AREA 900 GAL. RECTANGULAR 1256 SF X 0.10 GPD/SF=126 GPD 4. STORAGE UNDER TASTING 360 SF X 0.04 = 14 GPD ELEV. 12.0 TOTAL 190 GPD LEACHING POOL 8'o x 12' (All In.. WU tfll B. B. SYSTEM 2- PROCESSING AREA (SANITARY WASTE) SYSTEM 1 GROUNDWATER ELEV. + 4.5 _ nxlrom GOOD[ 1. BARREL STOP. 2226 SF X 0.04 GPDISF=89 GPD 2. LAB WINE MAKER/ STORAGE 205 SF X 0.06 GPD/SF=12 GPD Y 3. FERMENTATION 2126 SF X 0.04 GPD/SF=86 GPD FLOOR ELEV. 30.5 IIIL[T- I L' f ulx I -OUn[r 4. EMPTY CASE/STO.513 SF X 0.04 GPD/SF=21 GPD Ltne. a rlna TLOW LIH[ MIN. A- VIA. onom.mmr 5. BOTTLING 1753 SF X 0.04 GPD/SF=70 GPD O mom. MIx. IH'/ IMS' .1 Hen rip[ I' Mn".. MIN 6. CASE STORAGE 1307 SF X 0.04 GPD/SF=52 GPD In-/r TOTAL 329 GPD - 4'-0' TOTAL SANITARY FLOW= 519 GPD I.E. 25.0 LE. 24.3 C. C. SYSTEM 3-PROCESSING AREA (PROCESSING WASTE) Z 4 MIN. 1. FERMENTATION- WASI IDOWN OF TANKS 317 GPD I.E. 24.8 7 - I.E. 24.1 2. CRUSHING OF GRAPES- WASHDOWN 300 GPD 3. RAIN RUNOFF CRUSHING AREAWI 283 GAL/STORM SEPTIC TANK SEPTIC TANK TOTAL PROCESSING= 900 GPD 900 GAL. RECTANGULAR 900 GALLON SYSTEM 1& 2 III. III. SANITARY DESIGN w A. A. SYSTEM 1- WINE TASTING/ SALES AREA-- 190 GPD ELEV. 12.0 CAST IRON rnAME AND COVER TO GOADS II 1. SEPTIC TANK 190 GPD X 2 DAYS FLOW a 380 GAL P DISTRIBUTION On oeVnVATION POOL FINISHED GOAD[ USE MIN. SYSTEM- 900 GAL. RECTANGULAR TANK I~ O LEACHING POOL 8'm x 12' 2. LEACHING POOLS 190 GPD / 1.5 SF/GPD= 127 SF V PRECAST RCINFORCEO X20' 1 •MIN. CONCRETE COVER USED 11 4-MART USE MIN. 1 EA 8' DIA X 12' DEEP POOLS= 301 SF W "BIG TII[ POOL COV[O H I[ nl• J-~ NOT [SOUGT TO DMO[ - PI ['NAM. B. B. SYSTEM 2- PROCESSING AREA (SANITARY)-- 329 GPD GROUNDWATER ELEV. + 4.5 SYSTEM 2 1. SEPTIC TANK 329 GPD X 2 DAYS FLOW= 658 GAL USE MIN, SYSTEM- 900 GAL. RECTANGULAR TANK INLET NIX. Caw CA2T IRON PRAMS AND 2. LEACHING POOLS 329 GPD / 1.5 SF/GPD= 219 SF V CLASS 2400 PIPE coven ro GRADE PITCHED MIN IS, DROP T•- OUTLINE USE MIN. 1 EA 8' DIA X 12' DEEP POOLS= 301 SF 1/[ /1' IV DIST MIN. CLAMS[ NOO OD C, C. SYSTEM 3-PROCESSING AREA--900 GPD [OUIVYL[NT PIPE FINISHED GRADE 1. LIFT STATION-- PUMPS SHALL BE DUPLEX SUSPENDED I.E. 27.2 VENT LINE TO EX PERIOR PERIOR PrTxC[D Mm. WET-PIT SUBMERSIBLE SEWAGE PUMP WITH 4" I.E. 28.5 I.E. 27.0 o m mm L 4' b 24• DISCHARGE, 2" SPHERICAL SOLIDS HANDLING, 3/4 HP, xe' M ®p®®® n 115 VOLT, SINGLE PHASE BY FEDERAL PUMP CORP. Q'(E OF p f I.E. 28.4 FLOOR ELEV. ;.!0.5 0.5 MANi YL ® ® Ps !o• 2a OR EQUAL. (VSA-4F-3/4-61. PUMP SHALL HAVE A ETTLEMENT TANK TOINI„ETS Ji.ETS of o"` III + NIN 4• B CLAW 2400 PE OR o 70 8 MINIMUM OF 50 GPM FOR A 16 FOOT HEAD. LIFT 8'o x 5' LIQUID DEPTH I.E. 19.6 IN_LEL qr lOUIWl2Nf. ?RCIE 1/4' PER F T. a STATION SHALL HAVE EMERGENCY POWER a CAPABILITY. EMERGENCY GENERATOR SHALL BE BY Z BEN 4.O CUES 2400 P/E OR 5 INS EgM1E216f. PRC[RD 11/11- MR m LISTER PETTER, 7.1 kW DIESEL GENERATOR (PC164B) O1 5 - V~. I.E. 17.8 I*ry r o_ LIFT STATION S L 3~1 o b 2 OF EQUAL. 2 STATION HOUSING SHALL BE STEEL OR A FIBERGLASS PROVIDED BY FEDERAL PUMP CORP. OR Ef a•MIx j,e ~tl EQUAL. 3. LIFT STATION SHALL BE EQUIPPED WITH A DUPLEX HIGH WATER ALARM PANEL MANUFACTURED BY it PEABODY BARNES (NEMA 3R) OR EQUAL. GROUNDWATER ELEV. +_4.5 _ s"I 4. SETTLEMENT TANK (SIMILAR TO GREASE TRAP) SYSTEM 3 EFT. MIN. ABOVE OROOxowATER, USE 8' DIA X 5' LIQUID DEPTH 5. LEACHING POOLS 900 GPD / 1.5 SF/GPD= 600 SF -6 Z - [ACNIILL MATERIAL TO ME CLEAN IAN I, AND GRAVEL. G' NO NA "VIRGIN ST'ArA USE 2 EA 8' DIA X 12' DEEP POOLS= 600 SF N CQ I PENETRATION N A EL. Or SAND NO AXO GRAVEL. C C tt O SANITARY LEACHING POOL SETTLEMENT TANK W J i z c SANITARY SYSTEM PROFILES ALL SYSTEMS SYSTEM 3 SANITARY SYSTEM NOTES :D p r W. WATER WELL NUIU 1. DF n nBr alBr[rr[[ NO 1. DESIGN CONSULTANTS OR RECORD AhCHITECT-ENGINEER ARE :i w • =5 0 CASING NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR PROVIDE PERMANENT SEAMLESS AND WELDED CARBONI STEEL PIPE ADI ADMINISTRATION OF THIS CONSTRUCTION PROJECT. < u CASING FOR WELL. COMPLY WITH ASTM A 589, TYPE IV;; SIZE, WALL THICKNESS AND WEIGHT PER LINEAR FOOT AS INDICATED, OR IF NOT HIGH NMTER ALARM 2, THU 2, THIS DRAWING IS AN INSTRUMENT TO FACILITATE _ INDICATED, AS REQUIRED FOR PROJECT CONDITIONS. SANITARY WELL SEAL Cor CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN CONTRACTOR AND OWNER. MIN. 120 ABOVE OR 24" ABOVE FLOOD LEVEL DISCHARGE YANFgLD COVER Cot JOINTS 3. DO NOT SCALE DRAWINGS. JOINTS MAY BE WELDED OR THREADED COUPLING 3' a CONC. SLAB PITLESS CASE ~l+~ INLET 3. DO PIPING 4. SAT 4. SANITARY SYSTEM AND FRESH WATER SUPPLY TO CONFORM rr 1. DROP PIPE TO BE CONSTRUCTED OF HIGH DENSITYr PLASTIC OR {m'li~--Ill ~ WIT WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES @ 3~p SAT --CEMENT GROUT OTF SANITARY CODE ARTICLES 7 & 12 AND THE STANDARDS FOR M OTHER THAN SINGLE FAMILY RESIDENTIAL CONSTRUCTION. y u3~ i M®Y111f0111~Y GALVANIZED STEEL, 100 PSI TEST PRESSURE, AS APPROVED BY R-~OR NSF STANDARD. MINIMUM I.D. OF 1.0". FLOAT SWITCH s~ a 2. LATERAL PIPING TO BE HIGH DENSITY PLASTIC, 100 PSI TEST PRESSURE, AS APPROVED BY NSF STANDARDS. MINIMUM I.D. PITLESS ADAPTOR In \ 5. Col 5. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE OF 0.75" PIPING TO HAVE 54" SOIL COVER. CHECK VALVE PLAN NE( NECESSARY TO PROTECT THE ENGINEER AND OWNER. will ELECTRICAL CONDUIT-, TYPE K COOPER OR BE USED, WITH WATER TIGHT SANITARY SEAL. TOP OF CAP TO 6. ALL HIGH DENSITY PLASTIC LINE C01 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY 11 ° I CONTRACTOR(S) PRIOR TO THE START OF CONSTRUCTION AND ORDERING OF MATERIALS. ui 3 BE 12" ABOVE FINAL GRADE. CEMENT GROUT MIN. 0.76" LD. LINE TO CRY CON - ARE CA 220 GAL. TANK WELL SCREEN OR EOUMLLENT VENT TO EXTERIOR CONTROL 7. SUI 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL THE Project NO' qll¢ CONSTRUCT SCREEN OF AISI TYPE 302!304 STAINLESS STEEL, CONTINUOUS SLOT TYPE, FABRICATED BY WELDING. PROVIDE V- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 24 SHAPED OPENINGS, WIDENING INWARDLY. FOR JOINTS CONNECTING CHECK VALVE -DROP PIPE MIN. 1" DIX DISCHARGE H01 HOURS IN ADVANCE TO ARRANGE INSPECTIONS OF THE SCREEN SECTIONS, USE BUTT-TYPE STAINLESS STEEL COUPLING RINGS. 4" SUBMERSIBLE WATER SYSTEM SAT WELL CASING MODEL 427-100 SERIES RL-1251 Ear~~ 4LARM ON GA( SANITARY SYSTEM AND WATER SUPPLY FACILITIES PRIOR TO Drawn By: sH QFOCFnN(G 3. WELL SEAL - A PITLESS ADAPTER AS CERTIFIED, BY NSF SHALL PROVIDE SCREEN WITH NECESSARY FITTINGS TO CLOSE BOTTOM AND 1 H.P. MANUFACTURED BY Ex( BACKFILLING. THIS INCLUDES INSPECTIONS OF THE SOIL EXCAVATION FOR THE SANITARY SYSTEM (WHEN NECESSARY) Checked By: TIN TO PROVIDE TIGHT SEAL BETWEEN TOP OF SCREEN AND WELL CASING. SCREEN TO BE A MINIMUM OF THREE 1 3 I FT. IN LENGTH. WATER TABLE PEABODY BARNES GATE VALVE ANI AND INSPECTIONS OF THE WATER SUPPLY WELL, WELL LATERAL, CATCH BASIN CHECK VALVE- _ SAY SANITARY SYSTEM AND PIPING. FOLLOWING SATISFACTORY Date: 4, I 9 2 TYPICAL WELL CONSTRUCTION FLOOR LEVEL COI CONSTRUCTION AND INSPECTIONS, THE APPLICANT MUST WELL TO BE BUILT IN ACCORDANCE WITH SUFFOLK COUNTY BOARD OF . LAG PUMP ON SUE SUBMIT TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH Scale' tz".OAW.C SEF (PR SERVICES FOUR 14) PRINTS OF 'AS-BUILT" SITE PLANS (PREPARED BY A NYS LICENSED ENGINEER, ARCHITECT OR TOM OP mom y OR slow HEALTH STANDARDS. ..A O SUF SURVEYOR). Sheet Title: --TRAFM SLADCAbOMEW/GRATE DEVELOP WELL UNTIL WATER PUMPED FROM WELL AT MAXIMUM T SEE PLAN FOR LOCATIONS) TESTING PUMPING RATE IS CLEAR AND FREE FROM SAND. WATER '1R1 MIN. SHALL BE CONSIDERED SAND FREE WHEN NO SAMPLES TAKEN DURING V/ATER BEARING BASIN IIILEf B. ALL B. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE TEST PUMPING CONTAIN MORE THAN 2 PARTS PER MILLION OF SAND FORMATION g INS INSPECTED ON A REGULAR BASIS AND BE MAINTAINED IN GOOD q q BY WEIGHT. TEST FOR WELL YIELD. WO WORKING ORDER. SEPTIC TANKS SHALL BE PUMPED OUT AT SANITARY p513 m ® ® ® Eg W ®0 FIRST PUMP ON LEA LEAST ONCE A YEAR. DETAILS pp4 ® l~ H DISINFECTION SCREEN R. SEF 9, SEPTIC TANKS, LEACHING POOLS, AND SETTLEMENT TANK y SEE PLAN 0M ® CR IS GO EO IM 90 DB a~ USE DISINFECTION PROCEDURES AS REQUIRED BY SUFFOLK COUNTY PUMP OFF Sli) SHALL BE 4000 PSI REINFORCED CONCRETE CONFORMING TO FOR INVERTS U 0 ® 0 0 ® ®p~ ED 91®p DEPARTMENT OF HEALTH SERVICES. p®®®®®Ea®®®p @L' ELEVATION AS- ASTM STANDARDS AS MANUFACTURED BY CARLSON PRECAST, a~T®~®®~®®®o MERCURY SWITCHES AND ALARM PANEL INC INC. OR EQUAL, pCH C9 0 0 ® ED ® W BO ~ STORAGE TANK HM ® W ® M[ EM E'>I IM IOp STORAGE TANKS SHALL HAVE A MINIMUM CAPACITY OF 82 GALLONS TO ME INSTALLED BY PIUMP MANUFACTURER 3 ~i. UNLESS OTHERWISE STATED. THE TANK SHALL HAVE A NOW TYP. 4" WATER WELL LIFT STATION Sheet No. ~ I CORROSIVE SURFACE; THE SURFACE IN CONTACT WITH THE WATER NO SCALE SYSTEM 3 SINGLE STORM DRAINAGE RING SHOWN SHALL BE NON-METALLIC. BACKPryy MATERIAL TO 9E 0 Nlmem OF RNGS Im w" 1. A PRESSURE GAUGE SHALL BE INSTALLED AT THE PUMP OR CLEAN 94141) AND GRFMK ~ M RAN IWR SETAR.S TANK 2. DIAPHRAGMLESS TANKS SHALL HAVE AN AIR RELIEF VALVE. SP=6 3. THE TANK SHALL BE INSTALLED WITH A SHUT-OFF VALVE ON STORM DRAINAGE RING THE OUTFLOW SIDE OF THE TANK. 4. THE TANK SHALL BE INSTALLED WITH THE DRAINAGE VALVE ON TYPICAL THE TANK SIDE OF THE SHUT-OFF VALVE SO AS TO ALLOW RG SCA.E COMPLETE DRAINAGE OF THE TANK. SPECIFICATIONS ITEM 17104.1011 SUBBASE COURSE, TYPE 1011 ITEM 17304.1011 - SUBBASE COURSE, TYPE 1011 10608.0103 - CONCRETE DRIVEWAYS - CLASS F DESCRIPTION - Under this item, the Contractor shall furnish, place and compact Subbase CONSTRUCTION DETAILS Course, Types 1011. The thicknesses and locations of the Subbase Course will Description. The work shall consist of the construction of he as show on the plans, or as determined by field conditions and ordered All of the requirements of Subsection 304-3 shell apply. Ai Portland cement concrete driveways shown on the plans or as in "writing by the Engineer. the top surface shall not extend more than } inch above n, Li apply. After compaction, specified by the Engineer. ',inch above nor I inch below Unless modified by this specification, the work shall be performed in true grade for the course at any location. Materials. Section 608-2 of the standard specifications shall accordaooe.with Section 30V of the Standard Specification. The Contractor apply, except that the Portland cement concrete shall comply shall, at hie option, furnish and place material conforming to any of the METHOD OF MEASUREMENT with the specifications for Class "F" concrete in section 5(1 {ollowing: Material As Material B. Material C or Material D. Only one type under "Portland Cement Concrete-General." Concrete shall be of material may be used for this Item an any roadway segment. The quantity shall be the number of cubic yards of material of material, computed from proportioned in accordance with the aggregate weights specified MATERIALS payment lines show on the plans or, where changes have bee Lea have been ordered, from for Class "F" concrete in Table 501-3, Concrete Proportions. payment lines established by the Engineer. General Construction Details. Section 608-3.01 of the standard speci- fications shall apply except the curing period shall be two days _ All material acceptable for this item shall be stockpiled and shall be BASIS OF PAYMENT when placement is made between June 1 and September 15 and three sound. bard, durable, and well graded from coarse to fine. Unless otherwise this specification. material tats and The unit prim bid for this work shall include the cost of stated in quality control methods labor, material and equipment necessary to complete the vox the cost of furnishing all days at all other times. the procedures pertaining to the contained t?rk ed in this the 'section app t will be performed in conformance with adding water shall be included in the rice bid unless publications In affect an the advertising data of the e proaject. publications are re furnishing and applying water are included in the contrt ].ere the work. The cost of bid unless the items for Method of Measurement. This work shall be measured by the 1 the contract. No direct number of cubic yards of cement concrete computed from payment resulting from compaction, lines shown on the plans or as ordered by the Engineer. EXIST, PAV'T, / TOP Y available an th upon request to the Regional Director o or the Director, ' project. Departmental the u Directoorr, , Soil payment will be made for losses of material resulting f a' foundation settlement, erosion or any other cause. The cost Mechanics Bureau. shall be included in the price bid for this item. No dedu ae. The cost of such losses ~V'T, J BINDER O am. No deductions shall be a c made for the volumes occupied by manholes, catch basins Options objects. itch basins and other such Hass of Payment. The unit price bid per cubic yard shall BASE M Z include all excavation, preparation of subgrade, wire fabric a x N for reinforcement, and all other materials, equipment, and it course has been properly labor necessary to complete the work as called for on the a MATERIAL A Progress payments will be made after the subbase course be placed and compacted. Payment will be made ne the unit It the unit price bid for SUBBASE a °6 Material furnishel,for Material A shall be we" graded from coarse to fine seventy-five (75%) percent of the quantity. The balance : tie balance of the quantity plans or specified by the Engineer. and free from organic or other del'etrious material. At least 95 percent of will be paid for after the final finishing to the require, the required tolerance and Lu - - the materiel, by weight, shall consist of: just prior to the placing of the next course. Payment at the unit bid price will be made after the concrete ITEM ITEM 10403.0903 (FULL DEPTH) Z driveways and curing application have been properly placed. I 1. Recycled Portland Cement Concrete Aggregate (RFCCA). - - 0403.0903 - SAW CUTTING ASPHALT CONCRETE DETAIL or MEETING EXIS EXIST. ASPHALT PAWT. Z uj 2. Recycled Portland Cement Concrete Aggregate mixed with Stone, Sand, DESCRIPTION: (NO R (NO RESURFACING) 5 Gravel or Blast Furnace Slag. This work shall consist of saw tutting existing asphalt cot The requirements stated under General shall apply with the following or sidewalk at the locations indicated on the flans or whe asphalt concrete pavement ]lans or where directed by modifications: the Engineer. W 0 A. The stockpile shall be no larger than the contract quantity plus thirty MATERIALS: WIDTH AS WIDTH AS DETERMINED V REGIONAL PERMIT ENG, J U (30) percent of that quantity. The stockpile shall be no smaller than 1000 cu. yds. or the'contrect quantity. whichever is less. All equipment _ proposed for this work shall he approved b; prior to actual use. 1a'MW. OW 1TW) approved by the Engineer \ B. A minimum of four samples will be obtained, as directed by the Soils TOP M PNfB7 " ON STOrE , Engineering Laboratory Supervisor from the Soil Mechanics Bureau or his CONSTRUCTION DETAILS: TPAPFIC SLAB OR bOME W/ WAYS if arm MAN POR LOCATIONS) representatives, in the presence of: - +T, MN. U Saw cutting shall be along a neat line as indict ted on the 1. The Engineer in Charge, or his representative, and; ordered by the Engineer. Saw cuts shall be made to the dept fted on the plans or where SEE APPROPRIATE DETAIL FOR 2. The Soils Engineering Laboratory Supervisor, or his on the plans. . to the depth(s) indicated Al M FOU CRY MEETING EXIST, P4V'T. representative, and., I®® ® ® ® ® ®®®D I R-3060REOM- y^]~ 3. The Regional Soils Engineer, or his representative. Any damage to material not indicated for removal, c removal, cussed by the I s ® ® DR ,ca ® p ® ED 0 Contractor's operations shall be repaired by thin Contractor 0 a~ m SEE PLAN TS O 7- nr Contractor. All repair IFOR wvERTS 00 ® ® ® ® ® ® In ® O®® ® ® ® ® ® ®®O b I T C. The, Soils Engineering Laboratory Supervisor may reject the stockpile, shall be done in a manner satisfactory to the Enfineer. without sapling', based on an on-site inspection of the stockpile. LSLAB inear. OLA ® 0 ® ® ® ED ® R Om® ® ® ® ED IM ID 00 D. Transfer of the stockpile material for use on other projects will not METHOD OF MEASUREMENT: • 114y ® I`el' fi33 ICI 6D bl f' \ /I"/FT. (SEE NOTE 2) be allowed. This work shall be measured by the number of linear feet < ]near feet of saw cutting \ EXIST. f different depths. - _ E. The State reserves the tight to modify existing Departmental testing done. No allowances will be made for saw cuts of different methods to evaluate the RPCCA. - No saw cutting will be measured for payment urder this f - 91NOlE STONM DRAINAGE RING SHO" I + ~ ' PAV'T rder this item which the BAGi MATERIAL TO BE a NUMBER OF RING' MAY WM This material shall conform to the following gradation: Contractor may choose to do for his own convenience. ice. CLEAN BAND AND DRIMEL SEE PLAN FOR DSTA" BASIS OF PAYMENT: FOOLING I dl z Percent Passing Sieve By Weight The unit price bid per linear foot of saw cuttliLg shall inc )~g shell include the coat STORM DRAINAGE RING CATCH BASIN ' of all labor, materials, and equipment necesary t, complete I 2 In 100 t] complete the work. TYPICAL TYPICAL ITEM 17304.1x',11 (6") 12• c~ ` } inch 30-65 Any repairs made necessary by the Contractor's operations eh: NO SCALE ITEM 40i.11 (61 (2 LIFTSi SEE VIE BELOW w~• x>i No. 40 5-40 ordered by the Engineer at no additional cost to the State. Jerations shall be done as the State. No. 200 0-10 ITEM 403,11 (a!/y") The Plasticity Index of the material passing the 40 mesh sieve shall not ITEM 40.3.1 701 (I 1/2'1 r", ~'E~qe ol~~gh w~,+5i ~ J,n 1... 1.1 10202.99 - PAVEMENT EXCAVATION 7e,?re' ~elh uar~es ilrvl ~1,1.V1 F The Magnesium Sulfate Soundness loss after 4 cycles shall be 20 percent or Descri tion: The Contractor shall remove and dia„lose of exis lass., indicated on the plans or as ordered by the Engineer. u,rose of existing pavement as ~m A'af 4rn leer. ,god. Pfeb V40 pe. TYP; V) V) TYPICAL SECTION MATERIAL a Materials: Not specified. PAs ~4, =Or' ASPHALT PAVE f PAVEMENT CONSTRUCTION All of this material shall be sound, hard, durable and consist solely of Stone Construction Details: The Contractor shall remove the aveme • which is the product of crushing lodge rock. workmanlike manner by any suitable means that doe; not damage the pavement in a neat `(rrossor ^ not damage the adjacent This material shall conform to the following gradation: pavement or existing underground utilities. Sawing to neat 1 Ing to neat lines will be required before the removal of concrete pavement. This work This work must conform to NOTE; DEPTH TO BE I rH TO BE INCREASED BY REGIONAL PERMIT ENG, yP1E Os Passing Sieve Percent by Weight the details shown on the plans. The removed concrete shall b :•ete shall be properly dis- CO i~ TO 8" (3 LIFTS 3" (3 LIFTS) IN AREAS WITH HIGH TRUCK TRAFFIC rJ i' 100 posed of by the Contractor, off the right-of-way ohs approved f" 70-100 .xs approved by the Engineer. No. 10 40-75 Method of Measurement: Pavement Excavation shall be measured FY///~urb be measured by the number cfU//i4ioUn rb 7XI--4t No. 40 15-40 of square yards o pavement removed and disposed of as shown of as shown on the plans or No. 200 5-15 ordered by the Engineer. U 017 53-1 The Plasticity Index of the material passing the 40 mash sieve shall not Basis of Payment: The unit price bid per square yard for thi exceed 5.0. inc ude the cost of furnishing all labor, materials, and equi yard for this item shall ASPHALT PAVEMEP ''s. and equipment necessary AVEMENT CONSTRUCTION ~lFRfD A 'nrempaid for under transverse joints, be paid AePHALT WF^KIN6 Co4R56 ITEM DESCRIPTION The Ma ium Sulfate Soundness Loom after a cycles shall be 2D to remove and dispose of the pavement, mesh reinforcement, tr gnu y percent or and longitudinal ties except that saw cutting wil' be paid fo b TION Project No: 9114 less, appropriate item. ASPHALT ~zA:E CoyRSE MATERIAL C Payment shall be the same regardless of whether tt,e entire th ment is removed or simply the top surface of pavement is remo t,e entire thickness of pave- 203.01 UNCLASSIFIED EXCA went is removed to provide CoNC26Te cuR~ 17304.1011 SUBBASE COURSE - ;IFIED EXCAVATION AND EMBANKMENT Drawn By: L.7 Material C shall be acquired from natural sources located in Richmond, a transition for resurfacing. COURSE - TYPE 1011 Checked By: N8 Rings, Queens, Nassau or, Suffolk Counties. The material shall consist of Stone, Sand and Gravel or blends of these materials. sw.vE 403.11 ASPHALT CONCRETE f CONCRETE - TYPE I BASE COURSE 403.13 ASPHALT CONCRETE CONCRETE - TYPE 3 BINDER COURSE Date. 4•I q - PI~Of'CFiTY LIfJG-i 'I~OYJ GtZE eP'ONr~jTE'.(p^o'~U GRAVEL . Ex7sfing ~7uement 403.1701 ASPHALT CONCRETE 2-CONCRETE - TYPE 6F TOP COURSE Scale The material shall conform to the following gradation: ~ w M M, ae wro~iuc, t9 , Vanc5 (HIGH FRICTION) MAI 2ICTION) MARSHALL DESIGN A' , Passing Sieve Percent by weight vm (4' min.) ~ Sheet Title: Z100 1" so-too c NOTES: 3" 50-85 a ~IU. TSoWCut No. 10 30-70 a _ 1. ASPHALT PAVEMENT WIDENIN PAVEMEW NT WIDENINGS WILL ONLY BE PERMITTED No. 40 15-40 9eo'5 No. 200 6-12 L- ADJACENT TO EXISTING FUL ;ISTING FULL DEPTH ASPHALT PAVEMENT. WHERE DETAILS] PA The Plasticity Index of the Material passing the 40 mesh sieve shall not exceed 5.0 o +NN~` ten74o3.no7,lYTo~ THE EXISTING PAVEMENT IS 1VEMENT IS CONCRETE, CONCRETE WIDENING ' />G77 403./3 2/2'8indu MUST BE USED. WHERE THE WHERE THE EXISTING PAVEMENT IS COMPOSITE, )ENING MUST BE CONSTRUCTED. /J/,e.r,7,403./7-5Yz'Ba5G A COMPOSITE WIDENING MUS The Magnesium Sulfate Soundness Loes after 4 cycles shall be 20 percent or rrless. C-0~1 RyaTE C) ° . /fern /7304./oll-40.6.E Edge of MOOLOnC 2. WHERE THE EXISTING PAVEM Sheet No:! TING PAVEMENT CROSS-SLOPE IS DIFFERENT i FROM I/q" PER FOOT, THE P GOT, THE PROPOSED PAVEMENT SLOPE SHALL MATERIAL D 6 Lj eJc:~aA I7 & C.OMFAc?~D SoIL MATCH THE EXISTING PROVII Material D shall be acquired from sources other than natural sources located TING PROVIDED THE SLOPE WILL BE 3~ /I6"/FT. ^ in Richmond, xing¦, queens, Nassau or Suffolk Counties and shall meet all of C MINIMUM AND %"/FT. MAXIM '/FT. MAXIMUM, WHERE A SLOPE WITHIN THIS the requirements of Subsection 304-2. GO N C E E CVRBING DETAIL _ RANGE CANNOT BE OBTAINED E OBTAINED, RESURFACING OF THE EXISTING ~ k'.J-,gIJQ ROADWAY TO CORRECT ITS C RECT ITS CROSS-SLOPE MAY BE REOUIRED BY THE REGIONAL PERMIT EN0 =RMIT ENGINEER, u - 2 i i AI :n' ...,,t~,• • _ - - ' l: 4r'e WU9. i''': C'.-,~ng Qb'• .epr _ I FOR 6TAIR.F, RETnAHNING i ^A_L-S IN THIS kEA i sEE EN AfXE~ 517E P4AN (S W4J-cA CL6 (I HR) I r~i i I Ii S , MF~~ANICAL STAIR NO. I r---' e-z o 9 I I y 8L0II 8a -O I I ui - - J - - _ N 71 f, D S~TpLv CpLn$ CDNG. F~~ a ! SI~ (FZ BTI FLGT ;)kG)-"IYP W A, 0 7 13 •i ~I I Z I i rO~ --I 7OPOFSWB EL/:~,~ y'?',O' I Z Ra NFO~ED COW, Q f w - - GL-A-5 (ScE S72UGTLRAL-) r; - ~I I I - ~ rl i a ~ wz ! r I I I I ~ Ati I I ~ 62 REIN (5GOaa NG~~M~ATLL('y~~ 2PJNFCONC. REP I ~ I J? i \ lye ?I I~LJ..-I Vni~'1) f eTIMDEfZ R:G7 r 1 F SEE TYP, DETAIL) g i II ~U r, , - CoMPf+GTED RL1- Qom. ? 2)FLnk, (o" 2EINrC)ii,E-.> 4 - C-n G SL/I\Pk (SEF 57"2i 7 CZ .r~i 572i 7 a.; 50-4 - - L 5 i i I I j l ; ~ i io q .a z O I I I ~I mow. ~RU~ ! { I I P~RM~NTATION CSI 1 I~TVr ~~n FD2 ? DpITO~~ INFO R INFO RE: ! FE --41 ~1~uR'YA2p, GOV =1RED b,lAl~ 'i _RED hALKkAY f I 3" WYER of 3/4~1s,~p~iHcdV~RED ENi c,~( P,aill~ IrE RAN N 9EB ENLACE SITE ~ d' GRAVEL OVER FA~R1C. FILTF-Q ON !OMF?GYEZ) DbJG SP T AIL, "fyPIC..°LCa C~fiRREL } FEI2NIENTATiG1J Rorf,.l y "JIIr - _ _ _ YS . rSLAi5 Cf~NG r y`a1E OF Pof~ Q , 10, I ~ J za rl • ~4R2EL ~NC~ 12M ' a 12M ~I N~ fi~°~ " i ¦ +li ! Project No: 9 I l4 ~u¦¦~¦¦¦~~~¦¦ ¦ WE ¦4¦ i¦i¦ MEEM60' E¦ A-12 UN SF-7r N ;2 FOI? ,4r C)1710I 4L INF NFL INFO Drawn By: y c= 7aF_ SEE Checked B ~4SEN~NT PLAN 52 ALAN SF~T~'~a ~2 Y T S Date. 4 1 q2 Scale: Sheet Title BASEMENT rLOOR FLAN SECTION #1 Sheet No: A-1 r P~N - S~~IONT+ti I 6EZ 2A'5EMF-N7 PLAN 2 s17Cla :LF I MATCH LINE' I .0 0% low* EM¦J?~¦¦ ¦ ¦ ¦N¦ ¦ENEM ¦ON ¦m¦ ¦ F AT I r ' ~ ..o II CbUr~7..YP~RD b) SD IsT FL f { OL 01-PSII a • I ~ I Fdr s>.an. iP~r-o see ~ pL~N S~``.r1inN c~N 1~2, ~ ENLrtiI~F~ ~ I ; I rYPIL /~{\L slrE PLAT-+ fP-5 t 4 I RF2E~ FE.2MEI--,I7A7I0N ~ i t I' --J. - 3" Lr~YER OP 44"0 GMC07H RREL NG 6~yF/ TYP. NOTE RE; F- ~ CaRA~/EL ovER LANnsc?~F- y ' -"RRFL suPP--)RT „ FILTER FA~RIG l\/FR CbMR^GTFD 4"z~iNF• ® oc cc mN~. sip, F . I 1 I I I. ~o W O 7(s-B° (0./t2ALL DIMFION) - ~i 12~-Con 1 71 - BI-O° $ PIPE II ~ B-o W li"CaYP go o uD Z z ~ ~ I I FLR4INGCCJ.~NG. - 12 1 Q, o N .6 - - . m m~.sw3 . ~ " tl1 ~d' ~~9u ZLZu' 'I 4 101 -2L21' II m CV e.LOPC 7?.) N 811 e ? ? a - R P d" Q R E Z v . ~ I i Y a a4 I ' I 'K , ~ O Z o Z Q I ~ ~ K hl r7 F2~wFO~ED cnN~ R - 5 ° ,0 PIE~C: - P .k Id ni DMA G CETPJL) TYP, v dr i 0 C ' I LAYeRg/~"r"rPE"x"GYP-~ I, - r- l11I o C y VI a - - - --6TUDesl~o dN MTL II 1 - - n r J~ I _ - x 5 Ym'~b~ ~ -V n . es. ,fi~.~~wt ~ s`.~.r1.. i d~ ~ . x • .SW ;F - b ~ ~ ~ . QI - - - - 1 I 9 Yo. . xt a t rax X3:1 - ~ - L`-di am- - l? a lv# Mt I S: 47 eI3 4 Al, 241' 2" 3 10" "2' 3` I'G" 2~•2 i.~n ~•~u Li,.zu~ a 3i_Ipu i Zi_~i~ 9"~~ , I TL LI1JE?~ ~ _ i Cz I 4t~1-~~ S P wl, t s P „ 1=sAl EL IN R o ( = o i PI c^L l - - i g rl* - I s I rI a'. .1.' all ~t a6 z o _ Q I _ ~ ~ f ~ I II - I t 0<- -56, ZREL~,A5HFR mow. N 4 f¢ l i p i I pRE~a ~1-oil _F0. 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DIM~151oN Scale Sheet Title: BASEMENT FLOOR FAN, PAN - 6EO7-I0N 2 SECTION jillit.?, Sheet No. A-2 W ~a - - - _ 31'-8" 331-8n 4' o64l ~n 31_8tl 1_ o ~l_~i f 8-0„ 2_3 L 2131 BI_p 6-III 21-SHIL I L&II 2 31I B'-O'1 2 W/5fz'~B~Sr IVusu~LGL9- i 5i_qu 5i_ o FP L 0 TO:LE/~7T~R~M 8 2-ou lol ONLY(SEM N6TE RE: T rP ocNsT.) I J 5 N N I ~ p 0 IL IL v N _ TOILET III G1KET CL08 T J I ' - aFxv6 eo~Nrzn-, "z n-• X101" E R log tic' F7 to jO7' I --~r- FOR ADD INFO, RE: ENTRY' I I li I STAIR e RETAINING A, 9TPyif2NO,I - uF - n.~ zg 2~~n '-RIN.i N 1 eF=E ENLAk"~ED SITE F>PN 7o P, j ,c!'I~IAIJ LOLJN"~:p- ..~R- D cr 5P-3 ~ ~ ~ HALL. I a pJ'f~R PlI E,A 6EIr WEST FoRIN 6EF WE57' ELF-'V, OkC.A-7 FoRfbD INFO(z- SLID DR, is- 106 i 13.~Ro oF.1~ Top, ~Lr-ITEfL, ¢cw~c - VEIJ EE(Z FgGE I II 113 r H.C. _ I v, 113_- I(1 -zu -0IL~GT M l g9 8iN D.rf DR -h-*--~ _ _ 112 D.rf D2 -91 wO: - - . Z . g 7I - 6-10° 3-l0 -Id 12-3° - II _ -I-oil 1- 011 ~I ~I I it 6 :Z N A-13 I I I I I WINE T~sTING coye2~o,y~ z pl6 TOP OF Pp/~VE EL I i ?I L ALL 6ON-T'2L~T-ION _W i 101 TbP OF F.F. -o-s- I r-A77 INsuL -2" 21cID TIMBER FR~,ME STRL~--TURE 6 UINll ~y Mn. LINER K To 2E F-KGI~F+RED 6Y !'ANFLG IN7E2 ICR P 1Ne4. 1 I 71M5 5P- PRAMa I''t OF (SEE T3~ M ° II ~ ~ i -13 I IF- uNE DF - MEZZANINE I GASe sTo~~ ~CE.LIN~j , i U II p r°C~YP 6DG INTER OR I I 6 109 I j hl4ll-5 - R'~IJ'rFD C TYp~ j ' j TOPOF Swrb EL: zq,o' q,~ u" I V II I ~'~1 I ! ~ I I,A13 4L- F _pII _ !o° R~1NF6 RCEG CI~IG,S s~a.ra i Q. I - - - - - _ ¢ - ON GPN\/PFL DohG ON CD IPA(l ~M~TF_G - - -S ~ - FILL. - :sEE STRJCTLtRAL GWGS _ ~L GWGS ~ Ii 0 II I 51-0" oS 04 it 03 flJl 2 m IIIi, I 4=10" 4' o, 4' 4 0° I 4 Gn 4'-G, 4-a 4-0, 4 LO" qI OI _ 9-d ~'a' ~ .3Lp" I ~ ~_~o gib, 8• ~u ~i_~i 81_~II QI~II, -I I C~ Vlsl-LAY II II j j NOTE: T--YPICAL E2 CTERIOR CGyER~D ;I o a z ls'N,7QL--TIC~N IS _ I - ~ - 13 A' 13 2x45TL1C~~cllo qG, H1~3%a" Pr~T 4I ERIOR rVALALL_ t^IAL,KWA 1 A~aT o ~ li I CTYPI~L*L I I I~jLIL F~FTIJPEN Tfl-', 3c12 Q=L.S,r aca cr.LS,,^v a 2 AST N~ f~ - - - RIGID IN51JL I t I /W- FL WG SH FL WG SHG4T-H r, ~l .15 "~"TLL7 F;~e21' ~~-n~r~zi-ll-ION, I I i OII, v 7 j W J J x 7 a I I Illy a I Cdi~r~~G N,aL,I<I~1aY ! ' i I I.J/ ~ 12ELL..it P•p.CNE ~ ' , ~7 m CCU R7` ARFD "ARD FOARADDITIONA. ~@ Y/ A ~yc Rp E FERip-l-EQ kALO rEZ kALK y~~Y 4 SITE. P~, VV ¢ - - 6S5P 3 D CD SITP_ P~ TA t~, 'i+P-7 'P-7 - + .17 i 17 L2 I I 4 m WARD tip N - W 4. 561:7 EN NON NT ERO;,> FPG~ OF ICI 71MEf NON SfRUGTLIRA~-. 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TOPOF PAVEQ EL; 91t DV ICaS SECTION CC7V~REp I I N-sTla~c'rURA~ I AIL O ?a;77EPil I I W~LKt^b°.Y I I I TtM~Erz>=ssrle v~Teres o I I I aHS,cs TF ~~c~~ u7 - I ' I I ~ Na S IR oo~ c z 41N.. O I I I IJ P - A-1 2 W O 72 a., Q A- 2 4 i I F STAR 3 T ~ 61'AI o o, ~4W G Z } Q Ti PICAL 7(0 -B c 7(o -B (OVERpyI-._pIMENSION I IZ n 6EE DNCa A I~ w C1 I > F. Al- PLAN' C1 W B - gl_~I 81_pl F 81.0 Trt jO oaENTo-- IDISPLAN - STAIR E ARcP~ R~ O' z o i~u s j IIaI_oiI b 41~i ESE ok- _ I ~ U 114 IOPOFF~FT~E~L )P OF FF EL: tZq.O' O ;z 7 OPEN C^7HE ,PE N 4A i 0 ~"I---- - - 113 U GF.ILING Al?.x ~IA LL f 67f) I II I II I NFILL,FtxT X48 b W D PIL.of~WT~EC'. j if, O 00 cNTHIS WALL b / IKcD ED ~ W FRAr`IE DW~ F{•C'.~,26 7mr6FR I I I ~ ~ 'T^."r ~I ~ I( I I I I ~ C ZiNC~ O L - - S off. IS"fY ~5 rL, EFL, W r 27 J Ii I~ II ~ II 12L I O - I' . I r ~IGE IN Glla ~ ~ ~ ' AEO./E 1 AEC./E 8'-C5" H f O - 0 H Z Lpn ~ 1..1. / \ g 117 Co-2n ~I_Zu 7, e~n r 314 I y TOP Or se- -7^I, KSlT,(F?) M ZZANINB I j FUTURE TAN KS~-~ \ 118 q ~JGH- IN GA5 uNE ~ FL;1MBIhka ` THiS ~CGATic~iJ. (5EE R.UMRiNG pJCf) _ (o .o. 5 H,c. 125 H E 125 O r r ~ O .6 Z. I j 1 HAL 2 Er i EMPLOYEE N -I I N Q r 124 / T v / 7 L F O~hllrlr~eoWS ~ ~ - FU I LJRE 0 w~ 122 O ° " Ap~ove OIPEN TO (0 FEQME'NTATIGN RIM RIM - O a fo `•I - pIr-J nl_I (1 ~ a CAL ' CaL= r. C GLAZING 01 ~ z . STOP6 (GE- !rlr ELi1/, \ OP N # _ ~ ~ v_~._ ~ 1 1 ~ ~ 121 - ¢ ~ N o N ~ o MEZZ?NWE N - L 123 Cl - O OFPI E, 123 M~/CI' ~/INEYARf~ ~I - y~pt~r ~ MCa~'~ ONCE 0 ~ ~ ~ H •d%'"~ MTL PIPE O I I°I Izl p >a RP.IL.(~AINTED) CGbR- 9 3 1 ~V ra~JLINCa i MF~HANI 9 ~0 A O o. F+, ax~~z t. D~O2 O = E lia O O ~ - - 0.6. N Project No- gll4 ~ 12Q~ i I Drawn By- NS 1C Checked By: TS,, 13-10° Date: 4, I , cj 2 7lo'-B' Scale' I10~-4° (n./ERAL1- DIM~N510N~ Sheet Title: ''gT' FLOOR PJ-AM _ a FLOOR PLAN - ~ TION I SECTION #2 ~~L~ 4 Sheet No: A-4 _ 115'-4" (ov~.a,~~ pIMEt,,~loN) Zl_Oll I IL loll I(o'-10" IG Imo'-Ids I I PC' HI DEL I - I I T3 Y O STp2.°~~E FOR TIMBER F~IE 0 J N Q l ?a2 - bIMENSIONS -,BEE Ell WOI FIT FL PLAN PLY+~D FL S CTION `-MrL K'LbF Mrs P~OOF ovER4Nl4 z } a OH DR, a OH DR, ZEN- - - - - I 6TAIR No,2 IDa W FOR AD?. INrpI 5EE II I Z to , Io:l DWG A- - ~ I ' ~ I - i I I - ' A-13 II h II I ~ I ~ l ~ 3'-O" HICa v~ID I z HANDRAIL. 12 D Lo II I u ~ I D M~ZZ~NI JE OPEN To - ~ 201 - II iii II Wo ~ to l /~~~C 7 ` am FINISH ~ EL; 516.08' F TI BED PR.AME U (SDREA~1 FRAME. ~I F=L/'s 14 - I II D G f4 41) Lul=) 5, kc) SHINGLE FLAT R TYPI OVERI-SIANG (SEE 5-D-a EL.EVJ) I' ~ ,~.TT I c SP~c~ Jim- FL D > cATbJaLKS OEM= _ @ PRE- FAE6 7RJe5F-5 R LJ R RF~uIRED _ - TO P~E~ NIEGH. E4JIPMEN JI PMEN N (sl!~- STRur.T e~ Mr---H DNGS) { Dh1C7S~ I I I I I 7~f a 21 _ l0 61 011 ~1- e'-0I' 4'-41 3 501- o" A- IZ - I , LINF-: OF ED<7 WALL BE..OW I o °I I -13 -13 J C ~ Q 1 I Z C O v u > c ~~LJ QTY%~ F^, ~ I CQ m z mow. C f I Q WGY~D TCRE~pLLIS (SEE i ri 1JER PRAME Dhc;~5) Qur ~ h -PROVIDE AG-F-95 / ATTIC SPACE ACx pA TO ju IAE 6TDkAGE MQINGfff c ' F~J Q 1 1 FN I -I RQV IDE-ti~° TYPE GYP 5~D{y 511)15 7x~ 07L'D 'MALL. tiA TYPE"e T ~A~510E OF I -15 * Z # r ID HALL. (Ii-+R) 9 2 WFoOR ~~I T~icN O 1 ap AED C~~~ ~ MEZZP~Ni N~ MATCH LINE at FIRST FLOOR PLA ;yR PLAN 203 -2 Project No: 9114 MEMO ¦ ¦ w¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦ OM - OA I~I~ooJ ToP OF F.F EL-; .ai.o• Drawn By: NS, ~6ovE - CATHEDRAL. UL-Iur JG a Checked By TS O Date. 4,1,9-z i X21-OM (p' Scale. = Sheet Title: `GtiANGE IN CL 24 SECOND PL/ PL_A~ H WD i-W FLOOR PLAN:. H WD H~ DRA1L- 47 ",GZZRNNE +,GZZ~ "E srA'R a SECTION r 9 +1 ONLY -2 Sheet No OPE~I FE Tr) DI-3R-AY , U' LINE OF 70bJER A-5 q.. I , 5 NDI , Co°~ o" ~i_ n 3' lau ~u 41-4 41 -4p 2 I A-11 I i ~20oFIr- l c; M STANOnJCa 6EP.M Nis-r^" 12OC~F LL. 9rc.AP/I.S O 21-o" O,G,, 24CgAUUE .ST'L, ~t 2xlo SrIJD 'ELLS ~ I(o° o.~, wiY2°GYP ~ AI-rF4 njP.KED oN, LION PA oiti1G W 0 ,:j LJT ERS PAINTwED Fi'I JSF-I O1J j..IoOiI } I S HE-4.TH hJ Ci, - Wp RAT CSE- -nmr6ER L EAf7Ep_ L.EgD Ra L FE .DER AL 'VIOFtiIP.TE o _N ~ FRAME DRP.WINCaS~ pI2OVfJE PRIGE Fog SEAMS 12"D,C, 4 ~ I T -fit- - _ _ I W I I I ~ 7-0 CgLITft.R / I1$ I LEADERS _ _ _ _ _ Z ~o ~EZ.ZANINE 6LIYTE2 - a- 0 ~ I°~BLO W ~ 1- N / 13 W a /IS t I - W = I 4UTT 1 Z -_f 3z _ - -I 1-1011 12 Cg LIT7 CR- -19 -13 ~ II UF'PEI~ pL~N ~ Tp~T1NG ~M TC~~I~Iz - - lu Id 11 1 l0 9 RELLI5 - ( FRpp- STANDING) ~ ~ I ~ I ~ - I- 5 I ~I i i ~ ~ - -IZ II .I 1' - _ ilk I kl LL F Z I I yI_ I ~ it 4 P c Y - i J C• ~ K Qi Qx Iii Ou CaIJ'TTe2 I I -IZ p ,s i 'W J V ~ 3w 3 - ~z b I LE<.OER LEAt~clz _ LFAD EIZ ~ w • z ~ ~ GLrrE _ ~~sFrAR ar°ol ni ~ C~LJTTE-R- ii II ~ I;~I I, ~ _ sL 2 SLR - ¢ i ~ JO 3O i I ~ -1 4LZ -2° I ,b Zn _8 1 I il. ~s T ~ ~ ' T I r - I (i I I i~, li ~ i 1z I 12~-8° ul ' i ~ , I `~1E 0 NfN, i u I nt I I i i I ~ li i~ i I I i ~ ~ ~ I ~ ~ ~ I ~~i I ' i I I I i - ~ a i I A ¢.~o S~ rJ T I I _ d' ISO ~..IIJ~2odF S~op~ i i ~ ~ i I I i I~. TYPI,GAL ~ ~ i 95 \~4~ fD AR i - - i I I I is I i i i i i i i i Project No: q Ie4 UPPER P~~N~ SrA~2 No,3 TowEr~ i i I Drawn By: UT' NS -I~ ~ I -L- I- - - - - - - - - - Cy~JTTE.2 ~ ~ 5 ^ T ~-[~~JTrErs Checked By: T6 LEAP E2 LEr~DER i ~ ~ ~ I LEAOE.F- Date: 4 • I ~ z Scale: /°F= c~.l-K~WN G UI.ITTEF~ ~ I,.EAI'~GRS t IOIZE. FA fS tJi.417'G EiJyi.AEL FIi JISti1 TYi(, Sheet Title: "ROOF PLAN 6ETA11.4 Sheet No: PALE. ; c i_Di A-6 h, W V(!,E VENT AT STAOPIIJG f r DI hIG 6SAH META, KAX7r NG JG TOP OF ROOF C NIAK,~ ' GOhI TIN L10L15 RIDGE VE 6TANPING SEAM NITI. 5 RIDGE VEtiI'r ON 6EAI l NITL, k09DF Fill 1~1~ ELEV. t ro3,o l OJ RIGID INc„L1L.A7IOI NC,,ULATION ON GUILT-LUI CEDAR F&F-IA ARp WCOP 7KL.166 FRGMI 165 FRAMINIG G=FPIT AWO EAR6F bcARP STAINED LAT`IGE cNe:KYz" 'ER Yz" - GUILT UP GLEAR CE BLEAR GEVAP- 'fHr- GEVAIP PLYWD. 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FL^R-F SNINGLE6 Ou au oN CURVBp 13LOCKING 70 EOG6 OF oVERHPNG ] -r-LEV, + 30,0 L-41 I - - - L1 _ J 2 W 0 J I I, I e .I lXl2° R0.1'6H Ef.WN GE J H III DOARV W/ 1X2" 5A77' 1 -I Ef.WN GE VA R. W Ix2° e~A~-reNS U O R N Ar F~ F OJ "TYVEK" PI_TJG, FA I'~ pll?S7 FLOOR I \ pN Y2" P>(WD, BFIEA ,'WD. --I-IEA7HING i ' I 'I ~(WD. PAN-EL I II II III I I 7M TL . ~1 rEwE ov h AGE w~zR---~ I~ I' 'I' I I ~ - IK 10 cLp2 cEPnlz "TNK PLYW000 PAN LL WAT F_,eTA CEDAR E I ~ ~~'DUN D/ITION 2~EYONC N 2~EYON U~ ` eASF-~-IE W7 r- ELE so UT l-I tr,- L ~L~U~TION I _ STANDING SEAM MTL FRO F' W/ iPIGID VENT CTrf PIC'>L)- - d3 z- I NQ• STAINED CEDAR LATTICE / ON ROUGH SAWN PLYwV a0 O z PAN ELB z i a - - - - - - - - - hJLIIL?-_IP CLEAR _iP cL~AR CEDAR - a ~ u ////IIII ~ FA E~cI.ti, SOFFIT ~ ~ ~I pAh~=DO.>RD t =6 0AFFIT AND E bo.>RD CTYP-) cenp.R SHINGLES W/ 6%2" - EXPO&LJRE. ACV WOVEN COKWEXq _ -STAIN I~G GEDA Fz r Lb GEDAR LnTIGE I - A ON RnLAGN rou1VV :ruGN 6., ti~v~l PLYWJ, I I_~ PANELS I I ~rl I~T TI, - - - SH si- f EhFEc hFEcTION REa C.EW- I INC-LES W/ W/ 6 sLES TI' -T I E F t ! I l h.I f ! ,~'~--rI--METAL FLA6HiN6 ' A; ROOF/ WALL p M ETAS P-00 1.0" GV EW HANG-- INT6RSF_CTk~~J -1 ~V4 it I I D fl N~ I~ ~ ~ ~ I ~ -STnNVIN~ SEAM "4 rv 6EAr~l METAL 'r ' ' Y~OOF ~N PL~/W V, I 4N HEIW TIML'+E mN PLWWV, SHEATHII-JCS I' _ - }I tW 1' TIMLh EK FFAM~ - I ~ I I I I II, I III I I r Project No: q l i.,;. II i I J J I I Drawn By: -rs F71 11 IF-I WOOD SLIDING DCbRS _ _ i. T GIJ GALV. - Checked By: tis I r20LLErs P~IV TRf~GK - I, L A I 3 lip Date: q . I ' 52 p IgcW RD ND ES.a77E ~ ~X-I12" Rou GN ~._,AW~ 6oA KDE. ~ I I ~ Ili I I Scaleas erlo~JN I gI DING VV METAL i I,I' I I G: VV/ In2' 5ATTENS OVER DRIP GAP A"; E~f~:~ ilGIVER wnT~NTAFLE ' I ~ ~ ''I i ~ OPEN 7o I'TYVE K" 6L7G, PAPER .T I ~ d C1~U~rYApiC~ II ~ I I 5r4,c B" CLR. CE pl.fi w I vow Sheet Title: V I ~ I i III ~ I o W li ~ ~ I I SOLID ' I CA5WG W/ T b,- C-( saI~J I I I I I I ~ II II I I IIII SOUTH I II I I I I 12ETA N I N 6 VJf~'~L VV~ ~9' T - - - - Ill Hill 11 Illilill & WEST -ELEVATIONS FoVNpATlorl R~~-YohIJ~ Sheet No: A--7 y4ll = il_oll s 's I 201-v " K) II I 12 I ~ ' GL`1Q.M ER RnoF VENIT w/ WOPD OR METAL \ LOUVERS I --~1- 5'fAN DIWG SEAM N G SEAM Mt7AL RoaF P NI ,ULATioN AIJO WcOG S7KUSSU e,7 rKU_rS e,7ALIUTLKE li bUILT^LIF' FAEC~,• PASGIA So FV'"':'T AND FRIEZE Pbo, LI EZ E P~CARG ( T'/f? ) CLR, GE.P^R CAGING M AI¢OLNV IrISLicA7 WCOd WINDOWS IPISL;LA7F-P GLASS. LL JINPOWS NI/"I°OLYCRON" ui O i i FIN I \ Ix12 ROUGH SAWN CEDAR I I E E ~ I i III III i III - A pOAR.D AND FsA77EN6 ',1 ,i ' 12B III ~ I 11 i Z I -Ul___II__L1 I I x G ~ o ,d'IL i I M~ W Cy~.LVANIZED STEEL PIPE III I ° ICI 'IN FP, I H, I HaND(LAIL 4N 507H SIDE I I I. i ~I, ~ II L I C•' V ELEV. y 2{,01 +c lO CL„ CEDAR WA7 EIC7Ph E I 7-1 FIF;~+I FLwF2 ~j _ Pr.~I~IT EO s"rE~L ui G' METAL PIPS HANDRAIL ON GfZL1SNING pAI7 0 H6A p L clvJR GG1~R BOTH 61UES OF IRAI IF FOUIJ DATIOrJ 10" ?H'f. REIN WALL. D GON C. C.> W P~EYOND FDUN PA 10 ^ WALL FILL U ~l~J IMPEf~FEG'fIONS W/ CaNG. 570000 FOR SN007H O + o- BASEMENT APPEARANC E~ L ELEV. 1- 2q.0 L - - - - 14 2" LA"-71crm AT vl a.c. _ OV EI2 X2" ROUGH SAWN CtVAK STANDING SEAM METAL RaaF - ` °L•(WdOG PANEL -2~ Z. NQ. JAG On I+~IO PAINlTED cE DAF2 J FASCIA OVBY2 CEDAR FRIEZE C'iMhc CD w J . u 3 ~ WCOP LA-71CG ove2 PL1'w=q PANELING WOOD DRIP CAP OVER FF FF IIFPII Q F. <~5 I 'Wy c/ ~~MIrvLV ~-r+ roc 1 STANDING SEAM METAL ROOF oN ..L-Y-1-7-17=7777- WOOD lrs ANP 7*LIS'v. - - IKG ON I%lo LSUIL•T-LIP FA SGIA - W/ lug ZOFFIT 6E LOW-- i Top OF M2_c~ I i i u I n la. U- ' 1 F L, PS 0 Nf 5~ SHINGLES 1 17 1 a z ~I, ~/}x 10" GE DAR FRICZ~ (bOPR~ 79 1~ ,I-~Sf1 "II1 r j i ~I ~ I I I~ I ~ ~ _ ~F cANop~~ ~hl~ 2'O'I OVER HArG I 1 I '~f®R N~ I ~ I I OVER pA65-THRLI POOR. ~j II I 6~~ PERFECTIOn~ GE:DAR ~ I_ ~ - r,~~~ I L h'IEZLAn'INE CA.L.VAN12EV METAL 7RAGK ProR E)4 'I TO WE47 FI EFZI ! ZLIPING PAR ON I%~b" FQIEZr- 1 Project No: -~l 114 I ~ 1 I FLARE SHINE LES Q,±' To lT- 'I-~- -'T i ~ Drawn B 7 Y: ~u- i i EGGS of FASCIa i J=CT. - - - I Lv aLIO1N~ P~ARN t~mR W/ GLAZ.INC> -4NV HOOP PANELS n Checked By: i-Is it I Ta VERTICAL SIDING OPEN 1J ® a - y!/ IX2" GEDAf. ~j +T"f E Date. 4 I • 9z ® II~I"II xl2" ROUGH SAWN p~ n15 oN "TdVEK" . ~ u 01 buILVING PAPER Ohl V2" Scale: i_p 0 III ' - SHEATHING ~TYpIGAL~ FDA RD AND A M D i E: E III Sheet Title: I FIRST FLOO¢ m _ Ev~Klo" CE PAR, WATE^tTAY31_E W/ i I EL EI/. 2~'•O" N'IETAL FLASHING ANV PRIPGAF' - i I i i EAST o I II ~I III i LI 1 ~I/~/~~ GE DAR WIND W GAPi CF I it I & NORTH ' ~i(4X10" WGl'C12TA FjLE GRIM' FLASHING ELEVATIONS ~(po6EV FOUNpAT~OW WALL Sheet No: NORTH ~~~~,Q.TIoN A-8 ~ ELEV. I °I o ~i -_SLA It~ Si Qn 5i_a~i I I i I ~ II i - GA6LE- DorzMER VENT WJ WQOD alR. MGTAI~ - LOU~ER6 j STANpING 6EAN METAL F2ce~F ON W'~p Ff"AME I ' i I ~ I wo-LL Z i w z Q IS F LA`( A F-A Pip k a" "T7 ]lF- ~EAVY TIMR~Ek e. H 126 slvltgrv 'vv/ WA^~ =(2 TAY~L~ N rv 6 vv/ O = _ _ FRAME ARCAP6 1Z7 10 z II II Fil¢s'P ^rL0012 ' I D z, O - I=OUN P^7I0 N p~E1'oND 2 J U ~ J F- E L ALFA C U I r~A~~~~HT WEST EL~VATION aY COUIT*-i'AI2~rD h - HIPPED 6TL. IJUING SE4 n~ Vaa - I~_alI METAL F:OOF pLIILT Lr GLkc CL Ga Fi FA 6GIA~ i ~ ScFFIT ANr/ Fk;IEZE I?V. 'a, d z J < y ati TOP OF Ko UGH OPENIN~c w ~ F z 3 J ~ATTIOE GVER fLYWOaP z<~ p9-f- A AT G WOOD WILL Op D WILMETAL pRII" L F F --1 F r R F Tor of !<OLiGN aPENING 5 <muN 11 II 11 i 11 11 / - 5TAN2!N6 SEAM METAL. GOOF WITH CON7 N, KlPeE VENT 111II ON PLYWcOD SHEATHING o~ WCOP -RUSK, FRAME - I~ 1~~E Nf -----I~~AT~?~ OVEZHAIJ6 ANA RINI 8 5.~ ~ERe-R SNIrJGL~,S I p _ AI r AGHE-P TO SLI~AOF ~ G INS rc:4."EX PoE.u RE~'~ ,,,,LL~ 1 Z ~ ,II~ ' I OF WPLL 79 -1 ~Gh 1" i RfD A F'I EZZ FLGOk ZZ, ELEV. -4-4 00 Project No: M 114 I EN CEILING W/ Drawn By: TS, UT HEAVY TI MT~ER FhZAM--- I -T I p RAM Checked By: iJ3 HBA~ HEAVE( TIMbFW- C E5 E~ F- I,I I A710 I~~r F~LAM, Ne - Date: 4 I q 2- oi~PL..aY cr.faltieT~, W/ l opE~J THKZU To /4u Scale: WOOD FRA NIEb SAFFT`( / p~ R*Ge -t- fpl O O Ca LASS LPcIShl NJINPOWE - Sheet Title: - ~ IuIO ATeriT/~~L-•G DING WEST & S OUTF-- - F-126T FLOOR Q-~'-p0_---- lpr~ 000IARD ELEVATIONS CFO.~NPS~'-1o~v I~GYoNP Sheet No: CiA ~EMGIJ T SOUTH fLT~V^TION A-9 PELLEGRINI WINERY WINDOW SCHEDULE LL! O MARVIN WINDOWS: WITH: Insulating Glass >z } "Flexacron" Finish True-Divided Lites as shown Operable as shown W Z WINDOW SIZE (W x HI UNIT' A 4'- 8" X 21- 4 1/16" WAWN 2828 2X z B 21- 8" X 21- 8 1/16" WAWN 3232 C 51- 4" X 3'- 4 1/16" WCM 3240 2X W D 2'- 8" X 4'- 8 1/16" WCM 3256 E 5'- 4" X 4"- 8 1/16" WCM 3256 2X ~Z) F 21- 8" X 51- 0 1/16" WCMP 3260 G 61- 0' X 21- 4 1/16" WAWN 3628 2X H 3'- 0" X 5'- 0 1/16" WCMP 3660 O W2 I 6'- 0" X 5'- 0 1/16" WCMP 3660 2X J 3'- 4" X 31- 4 1/16" WAWN 4040 K 3'- 4" X 5'- 0 1/16" WCMP 4060 J U L 41- 0" X 51- 0 1/16" WCMP 4860 F- J M 4'- 8" X 4'- 8 1/16" WCMP 5656 N 4'- 8" X 51- 0 1/16" WCMP 5660 LU U O 5'- 9 5/8" X 31-11 1/16" WGL 3240 P 5'- 9 5/8" X 31- 3 1/16" WGL 3232 4 6'- 0" X 5'- 4 1/16" WCMP 7264 PROVIDE TRACK FOR VERTICAL POCKET WINDOW W/LOCKING DEVICE - -STAN VING SEAM vt E'rAL Koo;= W GONTINLOWS 121Vbr VENT - -aLilLi-L'P GLEf1R -E?AR G S6i A, EOF FI` ANID BSA KGE ~A( D ~Z• ~Q. _ - - - - G~V.1 (i LF•~GE P/~P~ I"LY W='. I:'.hIEL .Nl E PRWIVE METAL L71~IF' P.V6~E OVF_w_ GEGA rz LANCE CNEK. J C , p x G LoWEh FRIEZE ~pQ W J F Z ~ 6 ~ n W U f GFZI - FWZI EZ 6= I-~~cr~ o n r--nc-r~ n - u L I A7111 RED cE V4Ft I°E9FEGTIoNI r J \ .l '~IyGI- ~I~TI 6N WGLES W/ ~`2" EX FYJ°,LIrS E: 54 CL K, C, E PA GA,51N6 AT EVG F-S_ GONG EALEV METAL FLA SFING 1, _j OF AUL-71PL.E UNIT F I L& r' AT Fa?F/ WALL NTE KE,ECTc:N- W INOOW I.t,,l_'_T1: cTANIiING EE nN1 NiETAL h'~.~F J --Tz~- OVEFd INE.U LAT'pN PANED I ~ ~1 1171. oVEfi HEAVY TIN L++~~ FhAME- ELEV, 'I-47~-n L I;= I T' -I j BUILT-Ur c. L 7 I ~ ~ vx z l 1-- Ih i i l il 3-1 ~Vh ~E AFC~~1 1., L__ f - r. 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EL ELEV~U I *PJRLINS B`("MOrLTMJ -MTL LINER 94, { 2 JR FN-," OR AoPROVeD XlePICALC I WALL W ed' PATT IWGUL APPS/ED EC LAL J, DNc°}02 5QLJAL-(6EE 9TRLLq' # CLG 6LR9°CES ' 'ED EC, LIAL IJnIDERSI E aN~s.) OF 507 D 30 aa77 ~54TT \y W O EL: 38-(21 I PRIDE 4" MTL. TRIM f=~RMrJTATIDNM ePLL WIND~)us e DnoIn M _ • W/ err s ec7. orC. o D Z 'OI 70I LET HALL O O i EMPLOYEES W El • 0 WLYcRoN / -11 RM ROOM LOUNGE Z 0 I ~Opr F34 I NI wT W~L-= -7 I kED GL W141.AZJNG II N al e.5. TANK S£. TANK TANK 9 I 2x4 a5TU(JSCr nn% (SEE DE.YAIL) Z x S FOL. 50*0 eta ,3a'b jai q I I o 54,W/'f2°GYP, ~9s1 I I 6D EA 2 IDE - 2xGP TEra- WD PLANK LU I'I / PARING FP=. ELI M Z. F - FF, EL 2a.0' EL: 29.0 QK FIG' l - 5,9, TANK 5.5. TANK S..3. TANK 5:3. TPJNK 3. TANK I 2a F,SC Ile'O.G, CONG.H,c V 27,00 5el 7/~ yBl L Fi°C.E OF 991 'X> ~I K> cal .Fp~.,E OF IC--'FUTURE SS, - k RITLRE 55. - ~ -3x lowD R. JolSf,, 2p ~ O CDNG. -WALL v 1I5TUL7~e a.G ~°.RREL &X6, WD Rx T w/ w D2y0N D faE_`(oND 'TANK TANK .i _ . _ 04 Wa BN77 Ikall- FE(LMEN'rATION L F ErAL LINER 4411 RESISTANT r`OOM 5r IC7 Bph cas I I J~ I ' . ~ o I Aa- P)`*NELII.G .I i HIG3+ FO NTe cSONC 5L^5 S ALL gS ETb 1DRN 1 10" RPJNF cowc, i ,I W CENT~E/R~ OF PLATFORMS FORM Ya"/ice" SEE UG~TIPII WAL.- - /1 - _ qn 2^RREL, 77QnLG44 TYPICAL 6ARkEL I, i I ' rT~L:G1-1 `1 ~ ~ TRENCH DR4 ~u . TOP O I \ ~ ~ : Po.: f. I .4' • rAiNK Fl: +T'°DRM = j EL: I I o iili I I ill VIII 'IIII IIII LSTbNEF ,74N li ~I l ii'' i ue o LfY I I I ~ 1 ~ ~ ~ I I I'' 'II ) i III ~ I,I V I I I' I ~ ~UcYY~DE K it I I i I I 'I (IIII l I ~i I II ~RO I,i 11 Il~ ~N~ FTG pIM, cu ON SIA3 H III _ STkLCT Dwcas ON 4E oRU QED I FOUIZE:D-C, DP^y ,G W/ F)°cTF_D FILL. EEExxp::PR~CC~TNk's.# F Nc1~C MLI 12 Z-PRCMC)E 15" W SHELF TO x o N CURB. S c :)F= 3' IAYM of ~ti' ~,Ap*~ RECENI STUD 6FARING $I DE: CURB. 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RAL DL.IGS, - SSE OF fllEy, y~ .S N cX,1 PURL-IK8 y T 'PI PRE-FAP TR f.~~ES$ PJRU NSL I, G P I SID L ° ~-5 N03 ~RADD. INF'o TOP of Wp PLANIK'G ~Y MORI'UN, DNG OR APPROVED 15 y< Ex"AlL ^L-, LE IS N S - DWG A•I(a ~ 9S ~V z GYP. RED AR M1% LINER r^NMu w/ II-ol'aL', L71Bf~Lv°`( f~RBf~ 2xla c, rc IG" ate, w/Yz"GYP CaD ~ ITT INSUL w/vt, LL W/Y. t, PlPhC/.~ T~YPIGP.L 2- AL.- kA1* GIIa SuRF1-,I ~yn ~1551-N N A rl m, n [1 11 " DETWEEN P~ 10 Wc) D6NiS FATT 8x8~(:IWD~WST II GG InI C EM NT Project No: 9114 iNSUL ¢ z'I Ri~~o CP.S~. STDI~E INSuL wiv a. Drawn By: KII.S,/L,7' I, O' --1~X/1~2~ OuCal-F SAWN 0 li'Yrlr[]G RAuNGc TO L.---T ~aURE ~TURE (r,_,r°.L~S MG2 WDTWMG+ OPENS _ oc, pETWEEN coxep WD ROp OFPIGE OFFICE OFFICE - Checked By: -'S. 0 s Mr/I'• II~~//-o" E[aARD4 ---.~I RILis G. STAIRS 4 Ca4tARD- '°TTEN 71 TYP. EXT WA L:--- ON /R~ WD~ D RNPER N 6 i, I N1 WALL: Ca' WALL, W R-I RATE j' al Date: 4 ry2 (o" RE;N RCEL7 ~.~NG SLfN~ --f --BxB WD PIL?GTE - _x4-GT C5m- ° 3TUr~e I!o OG. 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EfJ Tr_y fxL~ 11 c FoR ApaJ7~oNAL co yARD ry15ERS Date. .4 - Nvo2bita io~J l • 92 i T INFO~MATIOI~I ~'i - SEE Vp'4q' Scale: #1 Sf~Pk4La Gx(a -F-C/~1~vENEEFt rp- C- LJN"i E.2 Sheet Title: FD9T J FIwK - ---gez - I ST Fwo IZ FW, FL, 12 19 3hTT II454 I aATT ir45 TASTING I fs..~ Q7 PiPF PAIL ROOM.. I''~' I I~~~,~ FL<x+2 E+TRIJGT'-IRE SEE JT(L 4.IGT L~ftr\L. li cowl[.. FLoC2 Ft WCTLJR 4/4 GIwIE 'a=-G: 97Rc ~JRA STL,ca L. { FTC. IMP-41J i~.I CiB S&E STP4-6- JI3AL 2 EINFo I~GEO Go WILL N~ TQEAZp, IJR^I.wIINCa5 VV1.ArJmICn G~ 9 To I-J,a~L 4 FTG, sEE FIRE TEb ~G1YP _ phnJTED BTI2 TIJR/~L nCOR TD Vjp I..lop(J SECTIONS: pya R~L qF 9 L. 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WJ = U - T f'~.rNTeV h~iJ, fc n ~ J ~ r Pn9T TYP, 5/a G 5/a o~.c r . 9 TRH TP-Gp-O° 7YP, ~ UJU S ~I~ OAK TR~Aos T-rte. tt r All CL _OPE:N 9T 21NCg6R f ~ Pr+r h~TGO Pwrl.i T•GU wq, ~ _ FlrisT FL, FINISH SCHEDULE FVt-f- &LP; AT 87AI K' Ri~ER N° f~CY-`M pLOOry y,n ;SF- I/~IAL.L9 CEILIING cLp, '~T, # A'r t 19-I„ cc+r-.c B-I DASEMENT coNcl, - coNO, WD I 5-2 r57AIR NO, I I4IDn7D 6.L~YJD G'YP, DD 61YP• 3D PINE TREAPS 4 RISERS E5-3 tlECHAINI CAL- RM. GONG, - GONG) GYP F k CYP 6D ,5,~ rYPE X, 6a,(p eD ,JALLSOCLr,[, c ffz~ 5~y-4 5&,RIZEL FERME-i CONG/CgPAVE - GONG, WO, 5rg~L•JC7. I%y t'om' J+O E•MCr•'L err 7jr. %2° &TO 9 4TYi,4= 3~" q ~~3i err 5-5 FERMENTATION RM, CONC1 77PPI - CONG,/M•TL., Wn T2L05/P17L i' rOPPINca:'COND-CRETE" ORPPPR FS~;.,AL WANE-MAKER-. OFF, VINYL WOOD GYp 51) /G~YR DD. 7R o '/3Y/o4u } - 5 -7 HALL COND. Woad G~,YP, DD I P. DD d1 Z 12'-4''/4rr U-'a M5r, tiANIC/%,L RM CONS. - CONG?6`(' 1-G ra'g" TYPE"X"GYP Dpe bJAI_LSGLC~ (I HR) GLC~ET GONG, - GYp f3D. 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Joe C-1-05F-7 WOOD GYP M C,YJ X50 +k 6EF- NOTE Ar~UE: y 12''•(-3/4" !v" 9%k 3'-O" /a- Coro II"=`~ lat CASE STC)RAGE. METAL METAL bra'-O" x t11TL, LIIJER PAi-1EL I2"O,G, 2113P.~EV V 7 QO v 6 ~ IIo DISPLAY VQ1NDOWS h BTAIfi f LArI ~ M1=.zz.~a.IINE STAItZ 1~LAN ® FINS I P112°3 FL GX>FZ III PAS THZZ J STONE WaOD WD FR/ Wp WD FR/ KzaD Z/x" THK GLUE STONE C SEr. 5F' 5) FRfD 3-1 " 112 STAR N0,3 WCDDTR4RI5F W0.00 C,YPDp/R44LN GYP. 3D VARIFZE~ 0Aw-72.APs, /P.AI,JTEo fa1JE r~Iv.E.Rq, C~AI~ 7REun /PAIJTEP Pn,IE RISERS OYEIZ ovER L~n~y a 113 STAR NO.4 W07D7Rt.RISF WOOO GnYP. 3n GNP 8D VARIES gp~ov~ 114 DISPLAY AREA WD PLANK WOOD GYP 13D GYP. 5D VARiE5 Sa,JD/N,¢ovipt, 5COATS P0LYIJRETr4AIJE Project No: 9114 115 701L.F'T RM VINYL TILE WOOD GYP [ 'Iv (Wp 5c) COT Ilfo TOIL:E.T- RM VINYL TILE JD GYP, 50 GYP DD 8'-O" Drawn By: LJ r/1JS 7YZO sA~ID/ PRav1r>E 3coaTS ~LY~2ETNAIJE 117 HALL WO PLANK, WC01) GYP 30 G/YP DD 8'-0" Checked By: TS 18 J rpF. WO PLANK WCbD Gap DD UYP. DD 8b" SAND/ PrzallpE !,COATS r0LYJ2t TNArIE LA~Ir~irlG I I I T 1Iq S. Lx=S C FP. 'WD PLANK Wa~P GYP. FJD caYR 2D 81-0° 5^t4P / PQRO 1D E 5 CO)-7% r1~LYJRE7-Wr JF- Date: 4, I , 97.. r 0 I I I I I~ 5/eII l`!PF= C~YP 6C,2 WALLIz, ( 1 4K) Scale: I . o 120 MECHANICAL RM WO PLA+ 4i• GYP, 2/D GYR ED P,I D° 121 v„ EYk+n MUR.o FF, V. E) PLANK WaOp GYP, END GYP. J 8 5AND/P$ZovloF. DccATS FM4JW.ET+4AWLL As SHOb.lN _ I~ I I I I I ~ I 122 EM PLCJYFP- lOLWb WD RANK WK/D GYR DD GYP, IJD 8'-0" ~ANt7/PPt+v ioc 3coATS r~~YJR-[THAI-+E Sheet Title: Q I' I I I I 129 MEZZANINE WD PLANK WCOD UYP 60. METAL LNT_.R V/iRIF- sAJ~/~aovlcc5COI,TF rb,,vuReT+4^,IE FINISH SAn JO / PRq/iDE 5COATS Rn~YJR-ETkA~-IE SCHEDULE ' ~ I I I I I I I I I I f s I I I I 5 121{- MEZZANINE WD RAVK WAD caYp. M ALLN 1 .VAREE I ~ ~ ~ ~ FiR4+T d I I I I I I 1 I 1 IZ Fm,F~, o INTERIOR CLN, +19'-i" 201 T?6TING RM MEZZ WD PLANK WCnC kID FR/6YP. Wp~-~ WD FR/ WD `AI21F_S e,-4P/PRO~IOF 3ccATS I'a~YJr~ETNAHE. ELEVATIONS I I I I I I ~ I I i l l l ELQ9R V I I I I , ~ I + s9.o I I I II 202 Dr~PAYAR'A ME2z WD PLANIK WCbD VaRI~ SA1-JD/F'Ro `~1oE 3coA-rs R%~YIJ RETI-IAr~E i -9 & DETAILS .1 f alt Sheet No: ~K•r' 11 IrJ'r~1o2 TRiM 5/4 K4^ PA i*ITED PINE Trzln,-~ a~ ~L~ oooz5 d. ~JiNrx,i.Js 12 Yi o 7 3Yw," S"'rAI F= F`I....A1~I pJ' °•a'E1' _ Prac3'E.M~.rIT STAIR PLAN o FIR6T FLGY~I2 IIJTEr-lCI2- p.-.ASE,, ~0/4>l0" Fs.i~YTED PJi JE. 72irA vJ/h~oo uP A-16 ~Y ~c WO Z w z DOOR SCHEDULE z LIJ N° Ny° FLOO~iI 7YpyyL. W, FAT, TF~IIL, MA7E12-IqL QAMPj MATEf21~L. LABEL. NVI.J, 6ET RC NI, 25-1 MEGHAN1cv.L DOU 5L. F- MTL/ HoLLCD.I ti 14.4 R. 6-2 Ac'll-IG4 FEY1- ' Gbu3LE to'-O" 60'-8" H.M/ INS'-JL.- H.M - P7-: 6-3,1 FGI~Grr-Grill, G27uPLE Co' o° , '-B" H,M/INSUL H.M 1J- E54 FERMEJ-ITA7I0N1 PM CW?:RHEAD 101-0" 1-2 rITL/NSUL MTL - J U 6_c 5-5 Fr=2MENTATION tzH 61NCaLE FAT 3' O" (o'-S" MTL/ IN~L HM - J i- 8-~ B-(o AGiuG FE M. t~OLC3LE ~'-D' Co'-8' H'M/ INSUL HIM LIJ p-7 WINEM,aKER50F~-; SINGLE 3' o" lo' 9' H M/ INSUL M - U L-f 6-8 HALL. I-+.M/ INSUL H.M. - ° MTL/ INSUL -G 1°LL SINGLET 3'-0 ' ~'l 5-10 MECHANICAL RM II 31-0" (o' 8" MTL H.M 2. 5-II GLOSF-T SINGER 31-0" G'-H" ML H.M - 3~1 S-12 STAIR SINGLE 31-0 !a'-8" MTL/c~L. COI bl TOTING 2M F_NTRY pESL/SIDE LT (P-0'' WO/CPL r10.~D - 62 TASTING Ra~M CCU FtLEF 6'-6" WD/GL WD la: lo' 03 Tf~T-ING RQ~M Cb 16LE off" ~c' b" WD/GL WD 04- 7?271NG Q~Ol"I Pi rG'-O" rc'-8" WD/GL WD lo= 105 TPESTiNca fd'YoM DDU VLE (2 -O" Co'-8" WD/GL WD lac 10(a -rPFTING Qno M [?l Co'-£'+' WG/GL Wp lo- 107 OLOSaT- SINGLE 2'-D" (p'8° WD WD ioE 108 l2oa6EMEN7 DR SINGLE- a'-8" WD WD W C Ipc 1OCI TOILET RNI NGLE 3 O" (o'-g" WD WC W J i Z , _ I IG 110 -TOILET RM`-''NG,LE (','_8" '~D Wf III 111 G LO~aET SI LE 21-00 G-' B" W D n D 12 12 CNSE STGRAGE OVEPHEAD k5 -O' 2-0" MTL MTL U4 1U/ ~"IC'~/HEAD DF ~AIL?F~ ~ 2 M4NUF, v,<~Y~be owEO~~ ~ W ~ 113 13 CAF,~~ `~rOf<P(-ate ~3LI[~NL?'i [XZ IZ.-p. IZ.O hIV EGG 6 GGG W C~ I GLG V Z/ H I INMI 14 114 Ci'FiE Rf'aGE DCL6LE. ~~-O° WD WD V1 t~ S~F_ NORTN FL-V FOR ADD INFO. L5 IL5 PADS-7}42U SLIcINGDR s~F I1~ II(o DISPW`(ARFA D?~UChLE -71-0" Co'-8° Wt]/CaL loci 7 117 DISPL/Nz'^RF1~ aIIrLF 2"-o III 115 TOILET R aNGLE d' 8 WCj WC: Ilq 11 9 TOILE RM SINGL.Er 31-0''' WC' WD 12C Ito +-+ALL- ~LL ryJLL ('-a" G'-S" WD/C'L WC 5~~~~ F FF~ 121 J F! 6 121 SALr':', OFPICZ 511NGLF 81-011 WL W.: A 2 1 ~ II 122 122 VI IE` iO HGP, OFFIC~ _ SINGLE. 3'O'1 (a'-6" hIG W~ ~V 23 123 ~1EGHANICAL I7M 15INGLE J'O° G8° Wr WG 1 R, 124 124 Of=F, 5r,,GLE 51-01, WD WD 12; 2~~ E F O{EE L.OUKISE, 91NGLE 9-d" Cam' ' WD wG 12C 1~ h IE77AI~lE (NcR7H) Xu13LF_ lo' O" Ca'~d" WG/GL W,U Project No: a 114 12 12.-7 r1PZZ/~INE (souTI-4) ~ ~'-ol~' a° wD/raL Nu 128 128 ME~INF. (ll 'UTH) COJ 5L (O' on 101 8° JG/aL JD Drawn By: S Checked By. TS N© tJOTE #1 MET*~ xb RS ¢ F2r ?E ~'~I+TEO) Date: 4 • 1 9 2 Scale No' NOTE #-z E.X7E21ofZ GpORS TO, f3E, f. ^PLviN Al IF1ti11S1-4 Sheet Title: ti4 0 N OTL #3 INTERIOR i,.looo ooo2g PA UJ TEP soup GoFa-a Wxo ono(j5 DOOR SCHEDULE & DETAILS Sheet No. A-17