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HomeMy WebLinkAbout38841-Z Town of Southold 1/15/2016 (1.190‘1 P.O.Box 1179 53095 Main Rd 1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38039 Date: 1/15/2016 THIS CERTIFIES that the building COMMERCIAL Location of Property: 715 Sound Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 120.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 3/28/2014 pursuant to which Building Permit No. 38841 dated 5/2/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: existing accessory building, 16.4 X 7.5, relocated on property(restrooms for barnyard)as applied for. The certificate is issued to Harbes Farm Mattituck LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C 10-07-0003 9/5/2014 ELECTRICAL CERTIFICATE NO. 38841 6/18/2015 PLUMBERS CERTIFICATION DATED 11/13/2015 E P ing Aut orized Signature r TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38841 Date: 5/2/2014 Permission is hereby granted to: Harbes Farm Mattituck LLC PO BOX 1524 Mattituck, NY 11952 To: Move Existing Accessory Building (bathrooms) At premises located at: 715 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 120.-1-4 Pursuant to application dated 3/28/2014 and approved by the Building Inspector. To expire on 11/1/2015. Fees: CO -ACCESSORY BUILDING $50.00 COMMERCIAL ACCESSORY BUILDING OR ADDITION $148.00 Total: $198.00 ,4 - uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: tP (check one) Location of Property: 7 �: "' s ; ` .. w s '' k. House No. Street Hamlet t r" „.,. Owner or Owners of Property: ,4�a��p ��� .. "^p, -A. V. i 1, 4, Suffolk County Tax Map No 1000, Section t J D Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. i Applicant: ` ',r rt r Health Dept. Approval: Underwriters Approval: k)c- COA7 Iti,,.0 () Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 7, ,Jo�0 �pF SO(/jy0 Town Hall Annex it 4,~� l0 : Telephone(631)765-1802 54375 Main Road ` * * Fax (631)765-9502 P.O. Box 1179G ) Southold,NY 11971-0959 :,9,, ^a- -'for` roger.richert(a)town.southold.ny,us .. couNTY,�`c. ,0 ...„ , I.,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Harbes Farm Address: 715 Sound Ave City- Mattituck St: New York Zip: 11952 Building Permit#• 38841 Section: 120 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA. License No' SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Accessory Building (Bathrooms) 40A Power Supply, 3- Electric Hand Dryers Notes: I Inspector Signature: �� __ Date: June 18, 2015 il Electrical 81 Compliance Form.xls //,,, iii ,•0' pF SON - e $* Holo moo , 1 Telephone(63 1)765-180; Town Hall Annex ` * Fax(631)765-9502 54375 Main Road N -`_v .. P.O.Box 1179 . "O 1�� Southold,NY 11971-0959 ,' % BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ( [ (3 iG Building Permit No. 6 4 ) s`"`y u-A_& ' to`.;-\-- C< �1 Owner: . c� \�1`.t_r\b,6 c (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ./..,-,-1 illiF e....a------- .-rs Signature) Sworn to before me this )3f-'--1 day of NOvernber , 20 Jati, Otir t,f" 2 3 2015 � Notary Public, Si-F-6 -61 K County TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK • NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE t100E-0-2-11 3 e6y/. — „,,,,,,,,,,,, „, ,,,,,s00,_.. te,,,, c€ i... .$ ___f-CpUNi`I ," T N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ' ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING� REMARKS: I t-- A'e444- 11-14 i4L? "-75 QAC DATE INSPECTOR `:•r ,(23N0,)-v\N(2-i> ,,,,,,,,,,,,,, <0.6 sca 34I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA : O $ 5.4) DATE ` 2 f INSPECTOR -32C I* "(1 ()(1 1 V, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e '" Ge DATE 6(1 INSPECTOR��SC FIELD INSPECTION REPORT DATE COMMENTS ; • b i , 4 I-Al4MJ; /u. o�tai FOUNDATION(1ST) _ 4' i /vv`z -4-•••-•:-r, �� 4-' rC 1 . 4.•(kJ' C-.- .) .'jd'-'4 nt • FOUNDATION(2ND) •m• M - .- — ---=- -.-+- - . - —. —.. ---3 G OC' y • r- 4 • ROUGH FRAMING.& a. y PLUMBING S INSULATION PER N.Y. 4y STATE ENERGY CODE r) • r\----- . • • FINAL • ADDITIONAL COMMENTS S27W g .4--zr-7,1471":"R..17-1'•7------ 4'4"kvgdrO. ..ifm_..c.D.-1"V'-' ; o _ 1 Z tOlac Co(l fv,s ce")t- (9rat- 01X Prv5PqNdvl Pis . &(-----. . , x-f), --e--( cam_- 1! lea if 2 . • • •. • i °z . ti... 4 c) • * t*,1=1. ...-%:' • � o. • . t0) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502t f z Survey SoutholdTown.NorthFork.net PERMIT NO. ) ) ` I Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 • ' ( Storm-Water Assessment Form ! Contact: Approved ,20 MAR 2 8 2014 Mail to: Disapproved a/c Phone: Expiration 11 1 , u •mg nspec APPLICATION FOR BUILDING PERMIT Date � , 20ly INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ‘4/0) ‘/41,46 (Signature of applicant or name,if a corporation) PCA /5 2 Y ni )/1/ A ivy /?5 (Mailing address of applicant) State whether applicantowner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /644 F;c l41 M 11 ft) 1-L Name of owner of premises NG a 6 e S F-Qt,►N+ L L C (As on the tax roll or latest deed) If applicant is a corpo ation, signature of duly authorized officer F6,10L,Afdl 1-14.1.- hes h'IGR J (a.y e � (Name and title of corporate officer) i Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: "115 .Soud Ave House Number Street Hamlet County Tax Map No. 1000 Section I Z C Block r Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vq v w, F a v w, S 4 c w d P £ G I o�, Re 44 r I o s e.s b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work moue e)(Ls- livs ressi k,oL., h,;14 (Description) 4. Estimated Cost 5000 o v Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a: 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 4 o u vis.---- 7. --.7. Dimensions of existing structures, if any: Front ( (, i Rear (C V Depth '?' Height 12. Number of Stories I Dimensions of same structure with alterations or additions: Front I() i Rear ((, Depth 7 Height I Z Number of Stories I 8. Dimensions of entire new construction: Front I (0 Rear 16 Depth Height Z Number of Stories 1 9. Size of lot: Front `(17 Rear 2."2-6 Depth / 6 7-2- 10. Date of Purchase 19 75 Name of Former Owner Q 19e r 4 l 4,4e w e ,,,, 11. Zone or use district in which premises are situated £ / Res 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded? YES NO lt Will excess fill be removed from premises? YES NO z.Z 14. Names of Owner of premises Ect w n t,4 (A a.( es Address Pox i 5 211 mo,-1,1,c(Phone No. 62(• a 35 71R y Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF i E YORK is COUNTY 0.0�� lav ds'e"being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6uA/uhf--------' (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn,.loore me thi 2t� tt,„,��// da of i VICKI TOTH ,' . •' Public,statg of New York 4it,gA, No.O1TUG1 0696 A .� ommissior Fxnir fully 8 20 is Signature of Applicant � Notary Public OFFICE LOCATION: •/'���'� MAILING ADDRESS: Town Hall Annex j* SOU"MOld P.O.Box 1179 54375 State Route 25 „0 its . Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �� Southold, NY 'lig 'lig Telephone: 631 765-1938 G• Q ,� www.southoldtownny.gov • �� I • ._,i 114 PLANNING BOARD OFFICE k TOWN OF SOUTHOLD l JAN - 8 2016 i 4 January 7, 2016 i f Mr. Edward Harbes, Ill P.O. Box 1524 Mattituck, NY 11952 Re: Approved Site Plan for Harbes Family Winery Located at 715 Hallock Lane, on the n/w corner of Sound Avenue & Hallock Lane, Mattituck SCTM#120-1-4, 112-1-7.6 Zoning District: A-C Dear Mr. Harbes: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made April 14, 2015 and the submitted as-built Site Plan prepared by Howard W. Young, LS, dated January 30, 2015, and last revised August 20, 2015. This as-built plan is provided to the Planning Board to illustrate minor changes to the approved Site Plan; it does not replace the original approved Site Plan. The changes are as follows: • 80' x 40' Open Air Pavilion (Building #11) was not constructed; • 20' x 14' Building #5 changed from a farm office to a restroom building as shown on the Suffolk County Department of Health Services (SCDHS) approved as-built Site Plan dated September 9, 2015 reference number C10- 07-0003; • Construction of a 16' x 8' restroom building as shown on the Suffolk County Department of Health Services (SCDHS) approved as-built Site Plan dated September 9, 2015 reference number C10-07-0003; The site is now in conformance with the approved Site Plan entitled "Farmstand, Wine Making & Wine Tasting; Edward W. Harbes III", prepared by Thomas C. Wolpert, P.E., on July 30, 2007, last revised February 1, 2013 and the as-built Site Plan referenced above. Harbes Family Farm Page Two January 7, 2016 Planning Board approval is required prior to any changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Charles Cuddy, Agent �,,%pf s0(/ly� .. ,o r,.. . to ; Town Hall Annex • .... • � � Telephone(631)765-1802 54375 Main Road ► P.O.Box II79 • G. ��' roger_richert at Town souf�io�d.ny.us Southold,NY 11971-0959 `% ``A. it BUILDING DEPARTMENT - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' ,r-he. _ Date: . 18 , )c t pcompany Name: '�� ,�fiL r' ire -�, V C ; •Name: . License No.: Address: Phone No.: • JOBSITE INFORMATION: (*Indicates required information) - *Name: ci 4-0.e s . • *Address: 11 I .tj 5 0 U c) - 0 e *Cross Street: - +� *Phone No.: • Permit No.: 3 se, e4 C - - Tax-Map District: . 1000 (. Section: 1 Zp Block: Lot: L4 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - (Please Circle All That Apply) • *Is job ready for inspection: . YES/ NO. Rough In g Final *Do-you need a Temp Certificate: YES I NO • - Temp Information_(If-needed) . *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect. _UndergroundNunMr of Meters Change of Service Overhead Additional Information: • __ _ _ _ _ _ PAYMIT DUE WITH APPLICATION }j�6 S.9 °° JUN 182015 _ e / I . 'A, 0\\‘' r3 82-Request for Inspection Floral _ v' x 0\9uha 1l 6J1 i DV) b /r • 22 • . i NOTICE OF INSPECTION COMPLETION SEWAGE DISPOSAL•WATER SUPPLY Job Permit No. i '-1 - is ✓' \posai System Inspection Complete. •OK to Backll! U Inspection Not C , eted: 1 C.v 1‘ ater Supply Inspection Complete. •K to Backtllt /W 0 Inspection Not Completed: ---- 0J2 Q L.}t7A Z/1 Szir v 1,4J.v -,. � ' Date,ij4. Inspected by1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INSPECTION COMPLETION DOES NOT CONSTITUTE APPROVAL OF INSTALLATION REV 19185) a ' ''Ll- / • _V.,a ,. -,--QV-.,.. - -----'�- .., ;,- ...,.... ._ sea r — V—V wyw.•. ... ..�: ,--70--,-''''' ''..‘ -770 1,'., ---� ,' iminow 9 r • Ea _ At_iiiir ....- „ ,,. „ ,.._ Admithi._ 411111 [P`s_.J7 I•k \ /i •P 411 3s-eli- f I Y ci v a-r-S - -7 V111111k AWN'. . Atet.- lti a- .. . w _ /-----,. .49.2.414.71101407' ill .._ .. . ,__ , 4 0_ .... ..„...wri ..,=_„_, ,„ It , ... . . . ,._ _, Irtodae, 1. i' _. ii .____. !, -r7.� _ - - _ -.. - 1 ier IOW . v 1 - l • I } • FIN.GR. Youn & Youn g HEAVY-DUTY CAST IRON g Riverhead, York 11901 GIG 58.30 1, CIG 58.60 HEAVY-DUTY CAST IRON 4 HEAVY-DUTY CAST IRON4 LOCKING COVER (TVP.) 400 Ostrander Avenue, r• LOCKING COVER (TYPJ LOCKING COVER (TVP.) - CIC 58.30 631-727-2303 I' CIC 58.20 CIC 55.20 ' GIG 5550 :.a._•.: ;: . _. . { r How W. Young, Land Surveyor Howard • Thomas C. Wolpert, Professional Engineer _ •x 24" o x 24" 1 w 24" x 24" a - M. 6 - c -"' Y TRAFFIC SPARING SLAB � 1 Douglas E. Adams, Professional Engineer 6 N ry 24" TRAFFIC BEARING SLi5 Mill in Robert C. Tast, Architect 1 mm ro E min >n min - ' ■ E E min m(n TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB TRAFFIC BEARING SLAB TRAF'G BEARING SLAB { • 20" WATER L1NE(S) MUST BE INSPECTED:3RYV THEh +'( § ,"- " ' [ min 0„ m0„ m0„ +mp 1 min rSUFFOLK COUNTYDEPT. OF FIEALTtt SICES. '+ r t I �9 8 PVC®1.00 0 8 PVC®1.0 o GALL 852-5754! 48 HOURS IN ADVANCE, r fiE=53.11 (� 6" PVG@I.0096 IE=52.34 IE=52.44 ( TO SCHEDULE INSPECTION S . IE=51.'14 i /�. Tr 1 IE=51.15 IE=51.24 - '�J 6" PVG®LOORo 1 m 20" t�2✓+S,`ehf are.4, �`Z \ I - SANITARY _ C IE=50..10 - + - - min FLOW LINE 6 Revised Plan Approve t JUL 3 2013 Pgge z .�' 3 s� \ DRAIN IE=50.80 ifJ p \ RINGS 0.33' 0 I OCT 1 6 2015 retie05 e14M ,i11 j \ \\ • 3) 5" 0ODGCROSSOVER PIPES expires P \. LIL#5 ` i SANITARY ___/ --f- -I 66.91 DRAIN -{j�56.75 6.28 \\ ���Ss\\ 'SSI�- - I . RINGS 1 t \, I • MONDLiTHIC - Suffolk County Department of Health Services 203 • -1-56.0 `�\ BASE 4 WALL 0.6'1' \` 56.6 � O O ,,SECTION • Approval for Construction-Other Than Single Family \ 0.33' cv 0.33' 0 Rtference No. C14-07- 000 3 Design Flow ,12209 ick\ \ / \ 10.00' - 10.00' y I .--..---3.11s--T r , y �•, , '-..... �\ \\\ -I-57.91 60.00 -15 3.11 tkf U v�e �. \ �`` I1 'F Uses) a wiih Suffolk :>�, 6.83 \ ). These plans have been reviewed for general con ormanc ` / `�\ \\ �� i Count De artment of Health Services standards,relating to water supply \ 4. / -(-56.66 1` \\ _.r j \ Ii • -sail 6000 GAL. SEPTIC TANK 1.1 MANHOLE 1.2 MANHOLE 1.3 and sewage disposal. Regardless of any omissions,inconsistences or lack \ . \ - •_ =�®I3610 »r�lao t of detail,construction is required to be in accordance with the attached ' / +57.12 �' `. \\ - \ - `4- - -- -®®®©o ®®f990 ' it conditions and applicable standards unless specifically waived by • ` \\ \ •\•. ' 58-- - ,{58.00 ®��o ®���o • I° perm Department. This approval expires 3 years from the approval date, / \ \ i unless extcrded or renewed. / 7.83 �$' \\ •\ . \\ ; I; • 1 6 2012 l!�� � `_� • 10.00' k 10,00' •- 1' 3Ci' ,� // • \` \ 1 m GROUND - m GROUND ?' Reviewer (� / ,\ \ \ \`- WATER LEACHING POOL WATER DISTRIBUTION POOL I API Dam • NEW FENCE 5R • \\ 1 "PARKING" AUTILITY POLE ON 3 POOLS 10' DIA x 12' EFF. DEPTH 10' DIA x 12' EFF. DEPTH / • (MARK PARK 57ALj.417.99 \ \, � I }66.88 i \ �, I: •••„_ TOTAL 1,50"1 5F5WA TOTAL 1,50'1 SFSWA ,," / • BORE `\ v` SNS I 8.61 .\ \\ ` , HYDRAULIC PROFILE OF SAWN I TARRY SEINER SANITARY SYSTEM NO. I I SANITARY DESIGN GR I TER I,� CALCULATIONS \ NY-y/4 58.87 \ • \ 1 FIN.GR. i '41A I • NEW • \ 's' \� GIG 58.00 • GIG 58.30 GIG 58.00 GIG 58.00 • 'E'k/ •• I GRASS PAVEMENT 58.x6 \ +57.95 GIG 5520 -� -\..„.4. � 55.7.....a \,_,, SEWAGE DESIGN CRITERIA S/ G I \ \\ �'r _ _ „t r, GROUNDWATER MANAGEMENT ZONE = 4 . • „ \ 1 + 24" 24" ne,z1Ng s� 4" TRAFFIC SEARING 5LA5 C4 / -{-58-72 ` \ y 24" �� fRAFFIG 73F1�RIN6 5LA8 •rrzArF^,c BMA,21NG sv a t min - METHOD OP WATER SUPPLY = PUBLIC • A • 892 �\ \ /� min min mtn mtn = 600 GPD/4Gf� � : Al I nwAPSI /N O� • ll `` \ \ \ �oS Or - TRAr�1G sEawNb SLAB I 1...,, min = 451'1 Gr=n ":14.,,_ �' I i \ gr(> �--y • 20" 600 GPD x 7.528 ACRES L • \ \ fiq dor 1_20" 2O• . 2O., , • . \\ \\ '4 Z /rj%/ me,, min���/// min min DENSITY CALCULATION 1 \ gr% oh. J � / 20" _ 6" PVG@2.0096 I I` _ C/ h t y min 6" PVG�2.0O% I I IE=56.06 (#I) FARMSTAND: 3,522 S.F. 0 0.03 GPD/S.F. = 106 GPD I c I \ 58.11 c Jtvr0/7 Us V 4�e ` • 6" pV0®2.0096 6" QVC@2.00% - fE=53.86 IE=54.86 IE=55.06 (#2) TASTING ROOM NO.2: 30 OCG. @ 5.0 GPD/OCG. = 150 GPD 1 I lil C IE=53.86 (#3) WINE MAKING FACILITY: 5'12 S.F. 0.04 GPD/S.F. = 23 GPD 0gsA'7 \ \ Co Qt; IE=52.38 • +58.37 f F58.65 9.75 \` q<T pq� \\\ `\ 'S�,�Sty, 1E=51.14 IE=52.28 J �_ (#4) TASTING ROOM N0.3: 150 OCG. 5.0 GPD/OCG. _ '(50 GPD / -i 67.41 / O ! \ FNr \ \` yqt/ (#5) PUBLIC RESTROOMS • • • / / 0 TRA 51LAiJT PORTION \\ \ O/'] 6" (#6) STORAGE: (BUILDING REMOVED) / / OF VE!�GREEN HEDGE \ \ '`�C FLOW LINE I (#1) RESTROOMS: NEW FENGE'SR' / AS IREGTED BY OWNER `. \ \ \\ J3) 5" O.D.CROSSOVER PIPES (#8) STORAGE: (TO BE REMOVED) / I I (MARK PARK STALLS) / "HARBES PARKING LOT ( 2 ) j 15x.67 \ \ F58.24 (#q) FARMSTAND OFFICE: (TO BE REMOVED) SIGN ON UTILITY POLE 20" O.G. 59-- \ \ (#10) TASTING ROOM NO.1: 20 OCG. g 5.0 GPD/OCG. = 100 GPD / • / ,4 NEW FENGE'SR' }58.65 �� \ (#12) AG. BUILDING: 380 S.F. a 0.04 GPD/S.F. = 16 GPD �, (MARK PARK STALLS) N `. \ _ \ (#13) AG. BARN : 836 S.F. 0.04 GPD/S.F. = 34 GPD \ 0.6-1' // HANOI- �� \ \` \ NYT•3 • (#14) AG. BARN : 2,000 S.F. 0.04 GPD/S.F. = 80 GPD \ .1; ..os TOTAL DENSITY = 1,251 GPD -{58.99 \ \ 7.40 / / PARKING ♦ f GRATE \\ \\\ \\ 10.00' 2"f' --1� .g1' '14' 3.11' 50' 3.81'--I- 50' 3.81'-•' / 4 GARS +58.22 4. O ellik, > 58.31 \ \/ NEW ., \ \ 6000 GAL. SEPTIC TANK I.IMANHOLE 1.4 MANHOLE 1.5 4MANHOLE I.6 MANHOLE 1.7 ,58.25 ADA COMPLIANT f\ +5a O5. 9.18 \ I \\ 1 DESIGN CALCULATIONS - SANITARY SYSTEM NO. 1 ',• FFti•.:5',9. O GRASS PAVE1�ENT I \ \ I \ { ( } ---------------° 00 NEW PERGOLA a.s NO. I • # I OO o (16'x35') \\ N N --•.02` \ \\ HYDRAULIC. PROFILE OF SANITARY SEWER SANITARY SYSTEM (#I) FARMSTAND: 3,522 SF. @ 0.05 GPD/S.F. = 116 GPPD 00 A. ►8.69 I1 \ ( 2) TASTING ROOM NO.2: 30 OCG. @ "1.5 GPD/OCG. 225 OFD • I. 5:.29 O • 4i. • �-'♦`♦ \S`•\ ��`\\\ \ +58.13 (#3) WINE MAKING FACILITY: 512 S.F. ® 0.04 GPD/S.F. -= 23 GPD -I 57.58 • 6A c0 \ ♦♦♦ \\ O \ ` J O NEW 1 \ C \ } (#5) PUBLI4) IG RESTROOMS NG ROOM NO.5: 150 OCG. 1.5 GPD/OCG. 1,125 GPD ' PASSENGER I • I s••sl I 59.07 ♦� s.a1`�` \\ (#6) STORAGE: (BUILDING REMOVED) ADA COMP•I ANT \ IE-54.12 ..64 //: I \ NEW ( 7) RESTROOMS:DPOP OFFSTONE W• K \ � \ 10-0 10-0', • • AREA O • pc .�` �P I �♦ `. \ I I" ASPHALT • - (#8) STORAGE: (TO BE REMOVED) e` ..--- 001E19:5.12 ♦� � �\ \ \` OVERLAY \ - { (#1) FARMSTAND OFFICE: (TO BE REMOVED) ` _ • • 0 . � h• +6►.46 / ♦,�� \s; , \ - _ _ _ - - - n ( 10) TASTING ROOM NO.I: 20 OCG. 0 '1.5 GPD/OCG. = 150 GPD \ -I-{38, NEy� \ -}-57.96 EI -i- - (#12) AG. BUILDING: 3q0 S.F. � 0.04 GPD/S.F. - 16 GPD +57.94 • 010,€),. ),t'l �' 0 00 I \ iv0 ° a� 4' V� ° `. •\X\ 8.79 \\ . PAVEMENT \ ' \ I.E.=55.22 (#14) AG. BARN : 2,000 S.F. 0.04 GPD/S.F. = = 80 GPD ♦ • 0 • `� ♦ \ z 57.05 TOTAL DESIGN FLOW 1521 GPD \ \ • O, • \ {sa.3 Q � �� �,�� �`` I ♦ \ c5d, BOTTOM OF SEWER LINE` 6" DIA. SANITARY SEWER m • OI /7 • .< ' ♦♦ N YT#2 \ I ♦ su.7s `\ \\ ©:cl.s5 - EL=55.20 57.79 •• I • O • \ • • O • 68.31 �!(/ i 6T I�.I / \ ♦ ♦• F 58.74 \ `\ \ y. \ +57.70 TOP OF WATER SERVICE SEPTIC TANK • 2 � \ • , NEW Pi�N I IE•53e / \ •♦♦ + \\ .\ \ 57.66 LINE EL= 53.50 (OR LOWER) REQ. 1,521 GPD x 2 DAYS = 3,655 GAL. I Q IE=5336 O -I-66.60J' s TPS \ \ \ + USE 2 TANKS 10 DIA. x 6' LIQUID DEPTH = 6,000 GAL- (RUBBr� LI D) 8' 1 1 ♦ 57.47 • • \- • \ / 59.19 ' GRATE , ►-... •' 8.90 \ S3 • • • \ O * / \ 8.73 U . - `\ \ \ \ \ �� LEACHING POOLS \ • <\ \ /S�'/N '� \� \ N ' REQ. 1,821 GPD / 1.5 GPD/S.F. = 1,21.1 S.F.S.W.A. • O • 1, +58.68 \ S3, N ,yA4AI ,Q�y,s$ „ .:.73 \ \ \�N 57.89 2' DIA. WATER SERVICE USE 4 POOLS 10' DIA. x 12' DEEP = 1,501 S.F.S.W.A. \ 9 O N n` � / GRATE \; \ \.\ . \\ • �2 • \ 7. 7 --__p a--� \ }58.69 Sg� m \ ►�j</� 0 I I • `� \\` \ \ 8.1 s. \ y�� I GREASE TRAPS X8.50 \ \ QP 57.09 \ Cg7F+5 5 \ 0 • �, ,\ ST22 sft , SEINER/WATER GROSSING DETAIL F� • \ O O �`' tE-3700 Rl•r.7aoo • ` +5:.76 \ \ 58 �o�� 67.08 WINE TASTING L PASSENGER \ 1e.54`,b(E) co Isb 68.40 • \ 8.31 • \ DPOP-OFF O \ O �� • y TEST HOLE co 19.4 IE•7426(1� `O,°P6'P" =IE-�. Q vl2\ �� 8.73 ::,0,:i< \ \� 57.64 P (#I) FARMSTAND = 3,522 S.F. ® 0.02 GPD/S.F. , �- 70 GAL. O O •.�° IE-6278 i • A� ,y a \ T p \ \ • +5s�>� AREA \ NQ .- 595 �G \ g1/4-4,4.4, \\ \ `�\ 57.31 (#10) NO. i KITCHEN FLOW = 20 OCG. 2.5 GPD/OCG. = 50 GAL. • 8.82 / u vio /�// \ +58.70 3 I Fe 1 'Cl ,OF� 6q • �� co Rp /I,(I�L' MpT \\ \ `\ , 1101 (#2) NO. 2 KITCHEN FLOW = 30 OCG. 0 2.5 GPD/OCG. _ '75 GAL. • 4 \\ O O O +58.11 \\ �\ i o�� HG 29 FZ\�� 58.45/• 183 ♦�� „ T F �J7 r�5� \. \ \ \ \ ♦ ( S - 9R ♦ r .� os •kis k �'/ =46 \ • }57.51 TOTAL = 115 GAL. • SyF•� ° \ 0 00 \ /�_'� k' •ANITARP ��� d{° o coIE'�7s ♦ 4 T' O� \ - 0 0 \ s ,v, NQ G \ 67.64 O \ �a a ,OICI O - -58- - i a •�� S •YSTEM ® 0 =U4^ NO / va �R>- s>a LAWN \ \ \ • USE I TANK 8 DIA. x 5 LIQUID DEPTH - 1,500 GAL. • • \ ' ',46),i, \ FE LP `�� :" °' '= NO2 �` Rim.sa\°\ gr.NINE MAKING / l ♦. ci<is ey 1 O •\ \\ (#4) NO. 3 KITCHEN FLOW = 150 OCG. 25 GPD/OCG. = 315 GAL. N F R •. \\ \ i LP / 1.10 `� C? \' IE•54.18 v 1 iF R \ • 57.4: ♦ ♦ C Q -.\.., f 59.09'. ( / ♦ FS N • • \ R�IS NEW \ I c , ,, ` �_� -}5s. �C/ B�iRN IE•5sbo �.� , , . � 2 NEW ADA 8.31 14 \\ • • USE I TANK 8' DIA. x 5' LIQUID DEPTH = 1,500 GAL. • 57.89 EARTH WA '" 4,4 �( NEW I - 'UNITARY+55.80 e'onrpvc i t - / J,a.� i 'GONv a9 "� a.�s .q COMPLIANT `'� ` `06 uL 1 \ \ • =7.04 "STEM 1(V -5.s �� ` +59.02 "I ---• SNw�12 1 / 58.99 , •// EXIETINS \ ♦ •, -57-25 28 _ , STONE WALK ,/1 :.ss ` . S''F • ?.ITA GOMPLIAN • / NO.1 �s -s4� a { •a.a; / ,• •:- ./. .."..1211-4.58.50 N+v> 1 / • ' G• s 58.05 ♦.4 G 2B / yrs+ / \ N '�-�•o° BARN iE-57•,° , DESIGN CALCULATIONS - SANITARY SYSTEM NO. 2 STONE WALK \ OVERT.BEND / IE=52.44(5) ry / ry\ ! Q-♦ \ 57.92 F •• • IN-78A0 I FE I 1 07- IE=71.92 � EXl5TIN6 Y`✓£LL ,��0„� 8.77 <Pe22 '�' GRA ` eti • ) MIN- `�� "N.:� Q 1 IRRI6ATU5FS�FOR �$' 1 ,�1 �IV'!ta' �, �c O / \ ` r�`%. \ Gj'2O I: -�-56.6Ei • • -53bb(5E) �\`-�/ 8' (SDR73) \00)� PURPOSES ONLY ,0` Q / �h� ♦ • ' \ �vi Cl' -53.96(NL1 M; 7 60'oPB•pvc•IpOp% 0 bT 3.1 r / ��„ 0 33 •, °� • • • +57.88 LP RIMr5 T 1.1 LP RIM•5q•• R- �v •ry • O - ® \ `./\ g� ' + WINE MAKING FAC)LITY \ \ +58.97 IE•77.Gq4 00 , / \ \ / \ 57.75 ,ii +ss.i(1 0 IE.5i24(W) • iE•s4514 -- F O • • • 72 \ \�\ I WASH DOWN / DAY ® 100 GAL / WASH DOWN = 100 GPD • 174'oPb^pvc♦2.000� fE=5iJ4(5) c®2Op0 ST +58.92 }. 81 \ ' 3, O / GRA ','TE(5DR-07) f y 5 ._ • • I ri 21•oP6P% IE"51-, � 58..71 m \� �/G9 D�000 �_`, N./ h - TOTAL DESIGN FLOW = 100 GPD • ` • 0• { 57.37 BLDG. NO.7 \ N„,„/ � +58.64 • • • GIs. veRTEEND /'�ie ♦`�F'"' # `s / NEW 57.68 TEST HOLE DATA i DATE,GDEG.A 0 2010 LENGE SEPTIC TANK • SMH1.4 c® IEa58.40 \ iS?o,oy 58.61 • . I RESTROOM \ �, /r ' •• }68.08 R M 78.20 Esso° % Q�° \ `�e �. / .. r ``P s:..37�� / ASPHAL ' ss.zs • SyF • AREA • 1125.F. GRATE 1 p / IEs5298(NfU 4... ?� • � •VERT. �ry0 \ 9S� �, 58.12 • O • / PAVEM:NT \• ry / SLOG. NO.5 \ / O REQ. 100 GPD x 2 DAYS = 200 GAL- 7.00 �, c- ' �9 Ie•7a2-♦ •' �. '�o®�, ` �i7�' •vb / C�\ 7.33 USE I TANK 8' DIA. x 4' LIQUID DEPTH = 1200 GAL. I .�' / / 1 PUBLIC RESTROOM o°�� 1 66.60 S� •.� ` 8' e q • GRATE �� 6viI • ! d� / / Fj F • X11 --,.• �• ,.,12 ` . ;. e.s1 ' 58. 9 r DARK BROWN LEACHING POOLS O, / n ` ` ♦ • / `♦ '' • / O 58 � `?' 58.15 ♦4 `\ • • / EL-58.1 LOAM O.O' D AREA= 280 5.F. C P" ♦ 9• c� ;? . / i ?o, a ♦ vn �� Bo �� • ♦ \ 4 . (oL) REQ. 100 GPD / 1.5 GPD/S.F. = 6'i S-F.S.W.A. r O qL/F °i a i o V18 L♦ • O• ♦• S/• Lo' • USE I POOL 8 DIA. x 12 DEEP = 300 5.F.5.W.A. I •F y , O• ZI/ • oc} \ / / i 1 Y `♦ / • Ll 58.02 I , 8.75\ • Nrill/2 57.89 • BRf�WN SILT +57.00 •�,0• ♦♦• << L Q � �• j •rs15 01812 '2�� �' C�-' /F I Q \ • (ML) r- ♦♦ ',7.91 :,53 '' r A G. ti \ i• j'♦♦ �F �� ��S` •/g `. {,.7 s 5.0' NOTE: �O / • •♦♦♦ 1 59.04 (I ° 9p '� �i Q/ \ • ♦, SJ ♦ it.4A' a� +5. • 33 ♦ 'i y.8� S • ♦♦ ,.. ` �O b8T C,9 11� \ •I r,;.; ..♦ t 0 �j /, • GRATE \ THERE ARE NO PRIVATE WATER SUPPLY WELLS WITHIN 150 FT. • l // 1 � PALE BROWN [� � 11.41 OL1 "4 /eo, 58.36 s 8.83 v2 l'A \ j 57.70 PINE TO / • •♦ J / �o ya ao \ ♦ y\ � ;. }5a. 4 ♦ ` i, 5v / , •i/65 • &• COARSE OF THE SUBJECT PROPERTY. i v�' • ♦ 5tM1 1b +57. R 6A. /R,, \ • � \ �� A. .O+c +1 58.29 • `♦ 1 SAND - • ` 7. \ - - +57.09 6 •^.> 1e-54.gere)1 O ♦ / / RIM.m.ao bipS'9q,,/ o� 5 ^x;40 :: -MN Is F.-'.0--;: : ♦ • RPZ / l51^U ` / e•74.abma �•0 _^4 o \ •• -IM.58bo a,,. ; gam. ♦ / R� 1C� ♦ �(\ 1.� ♦ I -53.w(NI -}-•.,8,42;,>--'., `� `5.�,� • ♦ A �C\� O\ BLDG. NO.C� ♦ ♦♦ MOT •ROG 57.- • • d' i // •.4e i� �N BLDG. tom:t •; ;., , •i- , NE • i')/Z,,_,‘:,..,, , _ o0 / �ZI •v �'r/� / '�.P`� STORAGE BARN RESTROOM •♦ '. '' • • 4 c' / EARTH . 2.`. I`1, 16.o. +67.36 • n /• ♦ •, S \ (TO BE RELOCATED) ♦ ♦ L- ° �jn/- WALK •�, /,; i�•� e / , •♦ "n •(BUILDING REMOVED) ♦ \ n \-1 Y� ��/ F.y e� f, :'/ // ♦ `♦ / 1/4s>..,-1,t,� GRATA/ <tP V y t �' +57.98 • PAL BROWN h' • FINE TO 49 / °7, ;// ♦`♦ Is i \ BLDG. NO �♦ F / BLDG. NO.1 / ligfr MEDIUM / `♦ i •\ STORAGE SHED • • ,� , 4 . i / ,,/ -{-57.78 • , SAND • j v17 •V14 o, p e FARMSTAND • % / ,, (SP) • (TO BE REMOVED) Viz ♦ �� lO I FARM STAND = 1,177 S.F. .," / , '/ �7-71 // • 23.0' / � '/ ♦♦ i' ce, ,,',,,,,.1,:, BLDG. NO.12 02.00096 • <,-;,;0i'',--5a;69I ♦♦♦� i • •\ OV'e ♦ ROOF OVER= 2,038 S.F. rf ' /// 57 ♦ NO(GROUNDYVATER ENCOUNTERED 0,2 BLDG. NO.04 a • 4t •♦� .o` g�oc� NEW FARMSTAND OFFICE ♦♦ • WALK-IN = so,S.F. I / PROPOSED ACS. BLDG. �I ♦ MAKE ALL (GROSS= 3,522 5-F:", I. /" I // ♦' �� ;=.\ Go (TO BE REMOVED) w AREA = 340 S.F. GO• • / SEE SEWER/WATER ♦♦ t"1• \i0 EARTH WALK BLDG. N0.10 `♦� ,�R EXIDAR SKY / NO SANITARY FACILITIES ./ /// ♦ ;D.*• ; • ♦ GROSSING DETAIL `♦♦♦ • WINE TASTING ••,- „ GOMPLI�A-NT /• QQ. ' .9 / • +57.70 /s, / , ff/� +57._ `♦ i eF� ROOM NO.1 / \ / �� eP� w41 /fie• / ;a // /RIM 38.00 ♦♦ Cjq •`'F, :,i.- ♦• / I ( ,, �w �Q� ` .-, , /\ / .g♦ �� / IE• .Ob(EJ ♦ o} 68.72 roe AREA = 320 S.F. u-''. •�... e-t s / i o�'oma•° �° P''� `� / / HEAVY-DUTY CAST I RAN +57.75 `4, i ♦♦ / Q- 0 (OC ' 's, „„:::Td5 4 4 / ../.. r r O 5 A +78,05 F ry % / I 55 , ���'� + `�c(, r .. 1 41:- , or 4 $V // • LOCKING COVER (ALL COVERS) / % / \. x / SLATE f ♦ \ P Rg , d 0 �O FIN.GR. COVER ry \ Illkhk NEW -k`0' / / • GIG 51.00 GIG 5x.00 PLUG 51Oo ENGINEERS CERTIFICATION I `♦ I57. 4 / 7.85 / +58.01 / • 1 • I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR /s, ♦ `9S' s8ias i �� ,. i .1 c�, �,c" \ 94,-„0,,,,‘,---"--___..... 58.37 SATE EARTH ��� r /`/ / / 7-�Tq til/ + , 5 ' s • - DESIGNED BY ME OR UNDER MY DIRECTION BASED UPON A__♦♦ POJ Q P +58.32 791 - WALK / �/ SEWAGE DISPOSAL SYSTEMS) FOR THIS PROJECT WEREU/ �'OI %` I FT15734 :. .♦ ♦ !� \ / 5 6 Ga�� / • ♦�♦• ,., •i P \\ ‘C� ""'!1 j / - /• ' / / o-j 24" 1 �'' 2`r ' TRAFFIC SEARING SLAB 3O° J CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND ��- -- _ - - -- - - \ RELOGATEI Q� \ / / / • min , ' min t _ vwo GROUNDWATER CONDITIONS ALL FACILITIES AS PROPOSED, \ ` i • r'` FARMSTA +57.61 \ i y/!.26 / / / _ SEND JJ�4\ � y�i. • }58.22. / . II PLUG CONFORM TO THE SUFFOLK COUNTY DEPARTM , ..OF-HE,; g9,9 • ` -.._ f I • \ / • / / 20" ! 20" � SERVICES CONSTRUCTION STANDARDS IN EF'. ;T-• :Oi1Ti"+t15.."•4=~• ry t NEW \ '�,� ` . 7 8 // / min min �, VG�2 o DATE. / `;,' .5•--•. -•.., /--"..\4\ € 5 .03 57.9'3, � }58.18/ 1- P IE-55.66 ,,/,,c,-;',,,•-:`:::,,/-..',:. '..^'•\:�' `,< + EAR H WALKS 1 _ • s� -x-58-as \ \ / // / O _ v IE-55.04 w�i �� _4 g�� \ \ /4? HAND I- ' /J �,// ,'� f/ IE-54.54 /i� ti• "'°' G �i''�'�`''\ . . \ -F-57.40 " PARKINGlir` ``4' � \ �, + / � / / UTILITY POLE O F1. W LINE PVG FM. `'� F ` l. ,• € W�{68.22 +58.27 \ ' LAWN8 �o� s7 / 1 / OpG01.3.1.1 z\. l ' / IliIE=55.04 `" ,\ l \ 56.17 "• • / HOWARD W. YOUNG, N.Y.S. L.S. NO. 458.13n ,`"� i=\ �. \ \ + / PDQ / +67.68 / THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61455_`;�\`•:.-�,-,:,,,,.-':f..,� <:-/-s �� �, 'ti N / / / .82 Q ' ' 1°'"• a 1.j, c 'fi� o • , •.,,�`` N •+57.77 /\ ` ♦ x-58.25 •,s . / DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80817 ,A ��. § ' �, / / MONOLITHIC t �0k 8 ``-.. N ✓I ` 1. 1 _ - / /h� ��• / BASE WALL 1 € � c • N / 57 Y. 58.1 •��� 5805 1 `` ` t•w / `�.11 / / O •/ 1 ' \ g2" NF� zF3 �� F \\ +• s�,�- i ������' !` +58.26 �' / a.00 31' -..--1.45' SURVEYOR'S CERTIFICATION a o " • �-, lb/ iUp. \ j "+I7.6� � } \ + .? 1 /187 2 / / « .,,� a '' ,." bw� 1-68.47 �� `��' ' l I2 / / / ,(/, +58.21 / _�� N \, 1/ § F 4 8 s \ 67.66 ' CONC. +57 / Iliff'r / / ( // • GREASE TRAP 1.3.1 GLEAN-OUT 1.3.2 ```` 'a y � 4 NI aW `- BOER/ f NGE'SR P?: 97 / ��/(j r i ,.. %. >'c Ora /� \ BO (MARK PARK STALLS) N / //''t4 i`''' til K ir,.y R� �$ s 1y P \ / 1,500 GA�. ,✓1:.: ' " g 7., `X u, /'` O \ GRATE �i �/ i ! i ��„+,� `:'"i rr'-‘1:. 's t' 5 >ioo q O • ��\ \ / �+• I i W sbe r \ 1 / / / ` NEW IL 1 ,t! i,_f ti ,_,.:. Jho S Or. • \ ' iff-vs'N 57.34 /h • • _ }f y__NL./�Ut�� r� 9 ..;. �c � N14‘97c mer p / .'' ASPHALT T J5 HYDRAULIC I G PROFILE OiT 5 - R $ SAWN I T,4RY SYSTEM NO. 1.3 r" t s �9r j ?oh% Ai, / \ >' +57.z, '�• PAV ENT I v W . or00 oy �. ''''!•°:•21,1;7.••;t1-s-.-':4.:. �v/tvr �g q 6 \ � I e-� 9 / J -167.69 .x. '' f m=� i q/ C Se q% eS tr \ + /'/ ^• U� / ' �8-26 /n0 / • Q �� HOWARD W. YOUNG, N.Y.S. L.S. NO. 45813 .' 4?�,^ { '! �_ o POURED CONCRETE INVERT O/-j Str. (is,i. # • \` co ry QP / �: / ii Grp (..7,\ /c•- : `,r < CO/.7_ % / \N 4- 4 58.36 / • Ii. uj �°' '� Lt� - g 6„� PVC ® 1.0005; INLET Vq `. \ / I 4- '` e' + ♦`' -157 / ,TeD� -'' 1.1'..- --, aN< o ACCESS STEPS %n / F58.51 �• \ /` • P�+�r j'�P // +58r: z .36 // ♦ / =ti �� 6 F f QZU • SCJ ''''''',....1\: '� Fe I ''' �� / ill cs • . g $ '� -- - £q „�• NSR. +57.63 / �� �• 58.07 • / ♦ / •=,e,, OWNER - 6„42 PVC ® '•'�, �II_. ____-_ _•` RTy • pq� `` • I :S \ QP3 / ` ° 4^� // // r• •t �' 1.00095 OUTLET I' Tg (f - I ' -+5 �� / ,� / vr� EDWARD W. HARBES I I I ���,. 1' `''�., r`s' \ ° / •' / i b >:•' P.O. BOX 1524 s +58.83 ~ j `�,�` / �� �� / I. "`�- MATTITUGK, NEW YORK IIQ52 � > `�` /�� 58. 2 �� .99 ♦ / o \ \ �\``j �'• / I COO oV1�AGGESS OPENING . +57-44 / • / • 1 ��•..,� +58.20 4/ // 4, . WINE `J g\ ` '' 10.4.4*/ i +58.12 // • // ♦ I _ I \ ,biMAKING/ ♦ r• • / 12 FACILITY FARMSTAND, WINE MAKING 4 ,>- 58.1 / HEAVY-DUTY CAST IRON d x �» . `` `\'`. • // '1- / ., +58.33 / •• / •♦ LOCKING COVER(TYPJ GIG 58.82 FIN.FLR. / o ff C.I. FRAME COVER- -}56.28 �\ 111411111111114*. - + '' / g2FENGE'SR' / Gj(6 GIG 58.15 1r) FINISHED GRADE f 5S'4o WINE TASTING ,8,p_ GAMPi3CLL FOUNDRY PAT. NO. r . 58.21 \ GRATE / �'' (MARK PARK STALLS) / ♦ ♦ N ado FiN1 ,F+CD GRADE \ , , 66 100'IG, OR EQUAL. \_ \\ 776 • + I // // x .__ DWRD W. #,�RBS III e w T�.B `.• / �� / / • • 6 ll 24" � _ r:"'24 °.:;� x.. 24' `' TRAFFIC BEARING SLAB \� T� • , TRAFFIC BEARING SLAB =I�'-"° "fil ` \ ,, ,. / / ./ min 1Y 5 I W 2 mtn ` min a 1 „ TRAFFIC BEARING > ALLOW 3" FOR FINAL . / • - n. I ' } l ` 20" � 20" L o.b-1' 6 PVG�2.0o90 At MAtt1tUGk, Town of Southold, PRECAST TOP & I' ."'; '.."'• ADJUSTMENT ` \ / Aii'ri '4 / 2O 100 min mInNOM Suffolk County, Ne York w_�mW � SECTION J �' .�\\ 58.•` - -- - -.._ � • - .88 • • min I , 4"PVii® Ij IE=54.16 IE=55.00 y w�a (� e „ \ EOP / / ■ r 1 • - 1000 112 I -t.6 a�o� 6 PVG BUILDING CONNECTION I: �� , / / ♦ O5O` N 5" ,• C .5Q • 1 IE=54.18 FLOW LINES o 50° BEND / ;- !! IE=54.26 CountyI, Tax MopDistrict 1000 Section 120 Block I Lot 4 o u_ Sc� +58.15 /\ / chi O 0.33' JF PRECAST74- RISERw IIIIIIIIII SEALING 30° BEND FINIGHCD GRADE +58.13 s3 -i 5s.ts // //• • i I T 1`` SUPPLY U/ + +58.44 / /♦ • •( MANHOLE S I ® � F, RUBBER 2.009p MIN. b PVC SANITARY ���`' 58.13 NfONOLITHIG €AWN Q STEP 2.00 MIN. \,,, P % / ��a > INIIIIIII BUILDING �l��i !� SEWER / ♦ EGE D S w0 L o� �11E� / • p BA`5E b WALL O 6T ` 204 ` VARIES I -"� 4�i. J° PVG WYE j♦ 8.33 /�P / / I \ NwVARIES / `/ / / ♦ ♦ 1. rpa$1 ° SANITARYaPRECAST GLASS A CONCRETE 30 MiNI M (♦ 66.03 / / DRAIN -- - -0.33' i a.00' JUNE l0, 2013 • O \\ . • • ! MAY 06, 2013 MAIN OIWO l INVERT SHALL BE - 4000 PSI _ / RINGSSASE I I CAST IN PLACE IN CONCRETE 4000 PSI CONCRETE /4p/ I FEB. 01, 2013 �iiiiniiiiiiiiii THE FIELD. �, / • I JAN. 05, 2015 NEW / 1200 GAL. SEPTIC TANK LOCK JOINT + • ASPHALT / / • • `�' SEPT. II, 2012 4 0 FLEXIBLE SLEEVE PLAN lI SECTION PAVEMENT / / ®® / I" i JULY O5, 2012 <�� / SITE TO UTILIZE COMMON ACCESS • -UNE II, 2012 S YIITH ADJOINING PARCEL ®®» JAN. 30, 2012 . tw ' 8.37 / / • • � ®®® DEC. Ib, 2010 �oNN +58.66 "ffix g - / / OCT.OGT12, 2010 g�5� / /X •• 3 GROUND MAY I2, 201 O Q F a BUILDING CONNECTION // z WATER 800' JUN. 2"I, 2008 _ co SANITARY SEWER MANHOLE / HYDRAULIC G PROFILE OF SANITARY SYSTEM NO. 2 oI / • MAP PREPARED JUL. 30, 2001 NTS NTS 5 / • LEACHING POOL NTS 56.• (300 S.F.S.W.A.) ' SCALE: I" = 20' ' ` • MONUMENT SET ■= MONUMENT FOUND A. STAKE SET = STAKE FOUND • I }i • DWG. 2005 2015-0026 000"7 2015_0026_siteplon 6 OF 41 NOTES GENERAL I . CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH FIT AND LOCATION OF THE EXISTING BUILDING - 16'-32'x± WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY I RELOCATE ON NEW AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE FOUNDATION FLOOR LIVE AFFECT, OK PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE WORK. LOAD ASSUMED AT 50 PSF 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST \ EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. O 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED EXISTING SHEATHING TO AS IF THEY WERE CALLED FOR, OK SHOWN, ON THE DRAWINGS. -._ EXISTING FLOOR SHEATHING 0/ O 10 FOUNDATIONS CONCRETE QO FEJT 1 . SOIL BEARING CAPACITY ASSUMED AT 2 TONS/SF. ALL PIER +1 0�. 0 O°� FOOTINGS SHALL BEAK ON UNDISTURBED SOIL HAVING AT LEAST F'in � / ,P THAT CAPACITY. I ~ 2. AL t CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP ,_ Q x A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 25 DAYS OF TOILET 1 O w ' . OIL ET 3 30001'51. CONCRETE EXPOSED TO WEATHER SHALL BE AIR r EXISTING BUILDING JOISTS TOILET 2 ENTRAINED. °� CAPENTRY / ' I . ALL LUMBER AND CONNECTIONS OF NEW GIRDER TO EXISTING BUILDING SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE I / vBUILDING CODE AND WITH THE NATIONAL DESIGN SPECIFICATIONS - 16'-32 FOR STRESS GRADED LUMBER AND ITS FASTENINGS. ALL STEEL I BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH EXISTING OR ELAN (NO CHANGE) AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST .. FLOOR 5CALF: (Ii�0= -c" HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL EXISTING CONTINUOUS NOTE: EXISTING INTERIOR MATERIALS, CONNECTIONS AND HARDWARE MUST BE INSTALLED IN 6X6 GIRDER- REPAIR ALL FINISHES EQUIPMENT TO REMAIN. ACCORDANCE WITH NEW YORK STATE BUILDING CODE SIMPSON PB66 BASEI DAMAGES AS REQUIRED REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE. �— (2Yz" 0 TH RU BOLTS 2. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE 1 A/P SIMPSON WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF 3/8" 0 X ANCHOR BOLT MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK WITH WASHER MIN. 12" M_ Ch oSTATE BUILDING CODE, AND THESE SPECIFICATIONS: EMBEDMENT I A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN �...J THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL AI 1 MEMBEWITH URE SUFFICIENT NAILS, SPIKES AND BOLT TORS INSUREAND RIGIDITY.SEC GRADE VARIES . i. t 16' 32"± - 1 2"0 CONC. G.. 7' 72'± 7,-7*,_,_ /G�� PIERS - TYP. @ /jf ' PERIMETER 12"0 CONC. cid-� EXISTING 6X6 GIRDER PIER EX ST 4-#4 VERT. 1 11•11111111111111.11 11111 \ /I SIMPSON PB66 -.NI BASE WITH 3/,° zANCHOR BOLT I 2" 0 CONCRETE • cn - SEE DETAIL o FOUNDATION/FOOTING +I EXISTING 6X.6 GIRDER • fib w ul \ P{ e ovF 6'.:d 9 va«e•6 txEv m - (BOTTOM MIN. 3G" BELOW �+ `� l i ? I GRADE) uUNEXCAVATED 12"0 x N L �,ca X CONC.W N DATE: B.P.# ')S ' \ `\I . PIER UNEXCAVATED ' FEf R By.'' , c�- -. . DU ,l1 - 1M1 NOTIFY BUILDING DEPARTMENT AT . N� EXISTING GXG GIRDER 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NUMBER DATE REMARKS j 1 I 0-3i" FOUNDATION 1. FOU NDATIO P.� - TWO REQUIRED FOR POURED CONCRETE ROBERT C. TAST, A.I.A. PROPOSED FOUNDATION PLAN 2. ROUGH - FRAMING & PLUMBING ARCHITECT scAff : '- i'v° 3. TION 4. FINAL- CONSTRUCTION MUST 620 OSTRANDER AVENUE BE COMPLETE FOR C.O. RIVERHEAD, NY IIg01 GIRDER ANCI10R BOLT DETAIL 0 COMPLY a':'ITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE 631-5aq-8106 F 631-72�-1244 YORK STATE & TOWN CODES REQUIREM NTS OF THE CODES OF NEW NEW E � r scA�e , s°= 1'-0° I .1S REQUIRED AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RELOCATION OF EXISTING 4047,-PLO TOWN ZZ,,^, SEASONAL FARM RESTROOM BUILDING ✓' SOUTHOL D TOWN PLANNING BOARD HAREES FAMILY FARM SO; a n T0?,'N TRUSTE:3 OCCUPANCY OR MATTI TUCK, TOWN OF SOUTHOLD __.._.,.... ___a N'YS DFD USE IS UNLAWFUL SUFFOLK COUNTY, NEW YORK PLUMBER CERTIFICATION WITHOUT CERTIFICATE ON LEAD CONTENT BEFORE OF OCCUPANCY PLANS DETAILS CERTI FI GATE OF OCCUPANCY NOTE: SOLDER USED IN WATER I I . EXISTING BUILDING SHALL BE RAISED AND RELOCATED FROM EXISTING FOUNDATION TO A NEW FOUNDATION WHERE -SUPPLY SYSTEM CANNOT SHOWN ON THE APPROVED SITE PLAN. SEE SITE PLAN AND DRAWING PREPARED MARCH 12,2014 EXCEED 2110 OF 190 LEAD. SURVEY DRAWINGS PREPARED DY OTHERS. SCALE: 2. PROVIDE SUPPORT SUPPORTS REQUIRED FOR HOUSE J05 NO.: 2013-01C MOVE. VERIFY FOUNDATION DESIGN AND DIMENSIONS WITH HOUSE MOVER PRIOR TO COMMENCING ANY FOUNDATION DRAWING NO. WORK. 3. DISCONNECT ALL UTILITIES PRIOR TO ANY WORK. TERMINATE $ CAP AS PER TOWN AND UTILITY COMPANY , PLUMBING STANDARDS AND NYS CODE REQUIREMENTS. ALL PLUMBING WASTE 4. RECONNECT WATER, SANITARY AND ELECTRIC SERVICES IN i f &WATER LINES NEED ACCORD WITH ALL. CODES, NEC AND TOWN REQUIREMENTS. , TESTING BEFORE COVERING �'"#., I OF