The URL can be used to link to this page

Home My WebLink About41910-Z Town of Southold 8/7/2020 P.O.Box 1179 C4 ! 53095 Main Rd 4,j o�{¢" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41329 Date: 8/7/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 5415 Old North Rd, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2017 pursuant to which Building Permit No. 41910 dated 8/25/2017 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: additions and alterations to existing storage building for wine production and storage(not open to public)as applied for. i The certificate is issued to Old North Rd Barn LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-13-0005 10/16/2019 ELECTRICAL CERTIFICATE NO. 41910 6/19/2018 & 8/6/201 PLUMBERS CERTIFICATION DATED 7/28/2020 Krin Rem umbing&,11eatmg riz d ignature �S�FFn4x TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 41910 Date: 8/25/2017 Permission is hereby granted to: Old North Rd Barn LLC 5415 Old North Rd Southold, NY 11971 To: construct additions and alterations to existing storage building to be converted intq a wine production and storage building (not open to public) as applied for per Planni`+g & SCHD approvals. At premises located at: 5195 Old North Rd SCTM # 473889 Sec/Block/Lot# 51.-3-5,1 �, � PekA Le-Q Pursuant to application dated 7/26/2017 and approved by the Building Inspector. To expire on 2/24/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,44,7.60 CO -COMMERCIAL $50.00 Total: $4,497.60 Bui LUector 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 fi-oin 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 2110 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 I. 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. July 14, 2017 New Constriction: Old or Pre-existing Building: X (check one) Location of Property: 5195 Old North Road Southold House No. Street Hauilet Owner or Owners of Property: Claudia Purita Suffolk County Tax Map No 1000,Section 51 Block 3 Lot 4.11 Subdivision Filed Map. Lot. Permit No. Lf (D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: t/ Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: S. 5� VIM gmature oF sov��®� , Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® roper.riche rt(W-town.south old.ny.us Southold,NY 11971-0959 COW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Old North Road Barn LLC Address: 5141 Old North Road City: Southold St: New York Zip: 11971 Building Permit#: 41910 Section: 51 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Fntractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment* "PHASE I I" STORAGE BUILDING' Notes: 2-exit/emergency fixtures Inspector Signature: Date: August 6 2019 81-Cert Electrical Compliance Form.xls pF SO!/r�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A • roper.richert(d-)town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Old North Road Barn LLC Address: 5414 Old North Road city,Southold st: New York zip: 11971 Building Permit#: 41910 Section: 51 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-ME 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 GAS Duplec Recpt 6 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 4 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 2- Combination Exit/ Emergency Fixtures, 2- Drop Cord Receptacles. Notes: Inspector Signature: Date: June 19, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex ` Telephone(631)765-1.802- 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �1�: - BUILDING DEPARTMENT ® TOWN OF SOUTHOLD JUL 2 9 OD� _ 2020 CERTIFICATION Date: . Building Permit No. /— 1 l o Owner• 0 1A L L c . (Please print) II .. Plumber: .kXnS (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this o� 0 day of 20— MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 DE6349898 Notary Public,_ F \\C CauntyCOMM.EXP. fQ,�'�t 0Oac, �UF 50117, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ], FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS:- �WD ov, La DATE T�6rf INSPECTOR 1 tD �pF S0l/T9 cou �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS DATE J113 O INSPECTOR SOUjyo TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: DATE INSPECTOR SOUlyo� cuum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ` ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i DATE INSPECTOR7 hO�aq SOGTyolo # TOWN OF SOUTHOLD BUILDING DEPT. `yOwn 765-1802 q10 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 / I� INSPECTOR ► o SOpI�,� * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,��' 765-1802 r INSPECTION ' [ F UNDATION 1ST [ ] ROUGH PLBG. [ 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: ' wp� i� 0- DATE bid INSPECTOR 11 OF SOUTyO f # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 000, DATE 4 INSPECTOR ��oF 50Ulyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [V INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: v avv DATE INSPECTOR g 50UTholo * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: 64 r DATE ` INSPECTORS pf SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,a�'' 765-1802 INSPECTION lg f6 FOUNDATION 1ST ROUGH PLBG. l [ ] 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: DATE I INSPECTOR i ` �o�aOF SOUIh°lo _ # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [/RO PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CIOLAZION [ ] PRE C/O REMARKS :._ AH 10 9 �. 4 LAJ/ 1�, 'fi, vt",0&q( DATE INSPECTOR I)AI%WW SOd� A/627_� �� 7- 3- S l ho��OE Ur�06 # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 c,_�_ INSPECTI-ON 73 �� [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] _FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [)(J FINAL FIREPLACE.& CHIMNEY [ ] FIRE-SAFETY INSPECTION [: ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o� C/o 7�Z DATE �Z�2° INSPECTOR c� S A M U E L S & S T E E L M A N October 3, 2019 Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: Old North Rd Barn LLC 5415 Old North Road Southold, NY 11971 SCTM#473889 Sec/Block/Lot#51.-3-5 BUILDING PERMIT M 41910 As requested, we are submitting this letter to certify that the Insulation installed at the Purita Production Building was installed as per our specifications and meets all requirements of the NY State Energy Code and our COMcheck dated May 23, 2018. Sincerely, Sa els and eelman Architects anc (eelman, R.A. �cr NEtvy S 7'F {- �'�•;�'�'-' '' \ �6`G,� 017953 BRED AR �_, ' j t ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N December 20, 2019 Southold Town Building Department PO Box 1179 Southold, IVY 11971 r } Re: DEC 262019 Old North Rd Barn LLC 5415 Old North Road Southold, NY 11971 SC T M#473959 See/Block/Lot#51.-3-5 BUILDING PERMIT ft 41910 As requested, we are submitting this letter to certify that the rough-in plumbing at the sink re-locations at the Men's and Women's Toilet Rooms, and the Trench Drains were inspected at the Purita Production Building and was installed as per our specifications and meets all requirements of both 2015 IBC (Building) and IPC 2015 (Plumbing) codes. ;Sels -ely, and S elman Architects OF NEE,5 � L. S rF0 man, R.A. e �� 0»953- G� c�S�REo aRCN�•c`G ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL S A M U E L S & S T E E L M A N December 19, 2019 Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: � Old North Rd Barn LLC DEC 2 6 2019 5415 Old North Road Southold, NY 11971 SCTM#473889 Sec/Block/Lot#51.-3-5 BUILDING PERMIT#:s 41919 As requested, we are submitting this letter to certify that the Insulation and caulking installed at the Purita Production Building was installed as per our specifications and meets all requirements of the NY State Energy Code and our COMcheck dated May 23, 2018. Sincerely, Samuel and Steelman Architects OF flew yo CO an tee A. z� ��p,$ �Z 017953= G� c/SHRED ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 e _= W1 a D MiTeke nD N 2 6 2018 MiTek USA, Inc. 16023 Swingley Ridge Rd DUMDIN'G DEPT, Chesterfield,MO 63017 TOWN, OFSOUMOLD 314-434-1200 Re: B1800069 The truss drawing(s) referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by P.D.J. Components. Pages or sheets covered by this seal: I33562370 thru I33562372 My license renewal date for the state of New York is January 31, 2020. pF NIS y C9�P �JP�GAR% W r ' CC }� i 4 W m s 4/1 0.0 �0 �C7 9ope S P June 5,2018 Garcia, Juan IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI TPI-1, Chapter 2. obrussTruss Type Qty y i 133562370 B1800069 x02 TAIL BEARING 31 1 [Job Reference(optional) P D J COMPONENTS INC,CHESTER,N Y 10918 8 210 s Feb 23 2018 MiTek Industries,Inc Tue Jun 5 09 09 10 2018 Page 1 ID 2sX_mAR4EEdIMwnyBNYkWjyz6TU-gGC'267aueRN2h4PoeT9VhpJGJzuLNS?WvXdzAAz9Ndt 9-6-12 , 15-6-0 21-5-4 31-0.0 9.6-12 5-11-4 5-11-4 9.6-12 Scale=1 55 3 8x8= 6 87 12 5 6x8 i 3x6 6x8 3x6\\ 4 8 3 7 uj • M 2 8 1 9 N 8x8= 8x8= Icu r, 12 1311 14 10 Io o 0 4x6= 4x6= 4x6= 1 2-10-6 11-6-8 19-5-8 28-1-10 31-0-0 2-10-6 8-8-2 7-11-0 8-8-2 2-10-6 Plate Offsets(X,Y)-- [2 0-6-9,0-0-0],[8.0-6-9,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 385 Plate Grip DOL 1 15 TC 0.61 Vert(LL) -034 8-10 >999 240 MT20 244/190 (Ground Snow=50.0) Lumber DOL 1.15 BC 081 Vert(CT) -0.52 8-10 >702 180 TCDL 70 Rep Stress Incr YES WB 056 Horz(CT) 041 9 n/a n/a BCLL 00 Code IBC2015/TPI2014 Matnx-S Weight 237 Ib FT=0% BCDL 100 LUMBER- BRACING- TOP CHORD 2x10 SP 240OF 2 OE TOP CHORD Structural wood sheathing directly applied or 4-10-14 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceding directly applied or 8-3-0 cc bracing WEBS 2x4 SP No 2 REACTIONS. (Ib/size) 1=1701/0-5-8,9=1701/0-5-8 Max Horz 1=-250(LC 6) U RUEUVEMax Uplift 1=-419(LC 10),9=-419(LC 11) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown DD TOP CHORD 1-2=-775/309,2-3=-3252/781,3-4=-2989/802,4-5=-2955/818,5-6=-2955/761, 6-7=-2989/744,7-8=-3252/725,8-9=-727/197 BOT CHORD 2-12=-783/2979,12-13=-303/1739,11-13=-303/1739,11-14=-303/1739,10-14=-303/1739, JUN 2 6 2018 8-10=-551/2979 WEBS 3-12=-1283/530,5-12=-481/1509,5-10=-442/1509,7-10=-1283/493 NOTES- (8-9) BUMDING DEPT. 1)Wind.ASCE 7-10,Vult=120mph(3-second gust)Vasd=95mph;TCDL=3.Opsf,BCDL=3.Opsf,h=30ft,Cat.II,Exp C,enclosed, TOW,INT 07,507MMOLD MW FRS(envelope)gable end zone,cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL-ASCE 7-10;Pg=50.0 psf(ground snow),Pf=38 5 psf(flat roof snow),Category ll,Exp C,Partially Exp,Ct=1.1 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf 6) Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify < �� NE Y capacity of bearing surface ,',7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 Ib uplift at joint 1 and 419 Ib uplift at Q� PN GARc O #8 joint 9. joint THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION CO 9)ACCEPTED BY- DATE. * �k LOAD CASE(S) Standard 0 ti � NCO C.08009 v 9�FES S li o June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev.1010312015 BEFORE USE ■■ Design valid for use only with MTek connectors This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer Bracing shown Is for lateral support of individual web members only Additional temporary bracing to Insure stability during construction is the responsibillity of the WOWerector, Additional permanent bracing of the overall structure Is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIM11 AualBy Cd Leda,DSB-89 and SCSI Bu6d/ng Component 16023 Swingley Ridge Rd Safety Infomlatlonovallable from Truss Plate Institute,781 N Lee Street,Suite 312.Alexandria,VA 22314 Chesterfield,MO 63017 k , l Job Truss Truss Type Qty Ply r 133562371 81800069 X02G GABLE 2 1 Job Reference(optional) P D J COMPONENTS INC,CHESTER,N Y 10918 8 210 s Feb 23 2018 MiTek Industries,Inc Tue Jun 5 09 09 40 2018 Page 1 ID 2sX_mAR4EEdlMwnyBNYkWfyz6TU-o10LPGxlaf8olhiZPnhXv8ZX23JiP61xoBuYEQz9NdP 15-6-0 31-0-0 15-6-0 15-6-0 Scale=1 56 9 6x8 11 6 87 F12 9 3x6 11 3x6 11 8 10 6x8 3x6 I 3x6 II 3x6 II 7 11 6x8 3x6 II 12 6 13 5 3x6 11 3x6 11 t14 3x6 I I 3x6 I 4 3 15 2 16 1 17 N 5x6= 29 28 27 26 25 24 23 22 21 20 19 18 5x6= n Ion 0 Io 46= 31-0-0 31-0-0 Plate Offsets(X,Y)-- [2 0-0-0,0-0-0],[3:0-0-0,0-0-0],[4.0-0-0,0-0-0],[5.0-0-0,0-0-0],[6 0-0-0,0-0-0],[7 0-0-0,0-0-0],[8,0-0-0,0-0-0],[9.0-0-0,0-0-0],[10.0-0-0,0-0-0],[11 0-0-0 ,0-0-01,[12.0-0-0 0-0-0],[13 0-0-0,0-0-0],[14 0-0-0,0-0-0],[15 0-0-0,0-0-01,[16 0-0-0,0-0-0],[24.0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 385 Plate Gnp DOL 1 15 TC 001 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow--50.0) Lumber DOL 1.15 BC 002 Vert(CT) n/a n/a 999 TCDL 7.0 Rep Stress Incr YES WB 016 Horz(CT) 0.00 17 n/a n/a BCLL 00 Code IBC2015/TPI2014 Matrix-S Weight 249 Ib FT=0 BCDL 100 LUMBER- BRACING- TOP CHORD 2x10 SP 240OF 2 OE TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins BOT CHORD 2x6 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SPF No 2 REACTIONS. All bearings 31-0-0 (lb)- Max Horz 1=-250(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)17,16,25,28,22,19 except 2=-108(LC 10),1=-105(LC 6), 26=-104(LC 10),27=-104(LC 10),29=-1 12(LC 10),21=-105(LC 11),20=-107(LC 11),18=-105(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,17,23,28,29,19,18 except 2=385(LC 17),16=385(LC 18), 25=296(LC 17),26=311(LC 17),27=255(LC 17),22=296(LC 18),21=311(LC 18),20=255(LC 18) FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 1-2=-284/295,7-8=-156/258,8-9=-135/262 WEBS 8-25=-256/62,7-26=-271/116,10-22=-256/39,11-21=-271/117 NOTES- (13-14) 1)Wind ASCE 7-10,Vult=120mph(3-second gust)Vasd=95mph,TCDL=3 Opsf;BCD L=3 Opsf,h=30ft,Cat II,Exp C,enclosed, MW FRS(envelope)gable end zone;cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1 60 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL.ASCE 7-10,Pg=50.0 psf(ground snow),Pf=38.5 psf(flat roof snow),Category 11,Exp C,Partially Exp,Ct=1 1 4)Unbalanced snow loads have been considered for this design. ,5)All plates are 2x4 MT20 unless otherwise indicated. �! OF NE�V Y 6)Gable requires continuous bottom chord bearing C� 7)Gable studs spaced at 2-0-0 oc 8)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads GARC/,9 9)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members k 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,16,25,28,22, v Cc 19 except Ot=lb)2=108,1=105,26=104,27=104,29=112,21=105,20=107,18=105. V W 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,16,23,25,26,27,28,29,22,21,20,19, fn Z 18 Z 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0 5001n C? 13)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION �Q d (G� 14)ACCEPTED BY DATE- lei o 080p91 �FesS10 LOAD CASE(S) Standard June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE ■■■■ Design valid for use only with MTek connectors This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only Additional temporary bracing to Insure stability during construction is the responsibillity of the Mitek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVIPII QualByCrBeffo,DSB-89 and SCSI Bu9ding Component 16023 Swingley Ridge Rd SafetylnfotmaHonavoilable from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 / f Job russ Truss Type Qty Ply 133562372 81800069 X03 ROOF TRUSS 13 1 Job Reference(optional) P D J COMPONENTS INC,CHESTER,N Y 10918 8 210 s Feb 23 2018 MiTek Industnes,Inc Tue Jun 5 09 10 18 2018 Page 1 I D:2sX_mAR4EEdl MwnyBNYkWiyz6TU-hLJIOFPYdKxPrW ctdl NR R88tTOByJ61 XX65ZZDz9Ncp 9-6-12 11-6.8 15.6.0 19-5-8 21-5-4 31-0-0 9-6-12 1-11-12 3-11-8 3-11-8 1-11-12 9-6-12 Scale=1 59 3 5x6= 6 87 12 5 4x12 i 6x8 i 4x12 4 6 6x8 3 15ZI7 0 T a 2 777 8 T 1 s N I19o 6x16= 12 10 6x16= lop a 11 2xa II 2xa to b 5x16 M18SHS= 2-10-6 11-6-8 19-5-8 28-1-10 31-0-0 22 10-6 8-8-2 7-10-15 8-8-2 2-10-6 Plate Offsets(X,Y)-- [2.0-11-5,0-0-01,[4.0-6-0,0-2-81,[6.0-6-0,0-2-81,[8 0-11-5,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 385 Plate Grip DOL 1 15 TC 065 Vert(LL) -047 2-12 >774 240 MT20 244/190 (Ground Snow=50 0) Lumber DOL 1 15 BC 045 Vert(CT) -070 2-12 >523 180 M18SHS 244/190 TCDL 70 Rep Stress Incr YES WB 0.93 Horz(CT) 048 9 n/a n/a BCLL 00 Code IBC2015ffP12014 Matnx-S Attic 0.15 10-12 643 360 Weight:227 Ib FT=O% BCDL 100 LUMBER- BRACING- TOP CHORD 2x10 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 4-6-4 cc purlins BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing WEBS 2x4 SP No 2*Except* WEBS 2 Rows at 1/3 pts 4-6 4-6.2x4 SP No.1 REACTIONS. (Ib/size) 1=1832/0-5-8,9=1832/0-5-8 Max Horz 1=250(LC 7) Max Uplift 1=-319(LC 10),9=-319(LC 11) Max Grav 1=1845(LC 21),9=1845(LC 22) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-913/266,2-3=-3470/400,3-4=-3198/407,4-5=-89/289,5-6=-68/289,6-7=-3249/455, 7-8=-3521/427,8-9=-792/153 BOT CHORD 2-12=-329/3196,11-12=-328/3201,10-11=-328/3201,8-10=-328/3195 WEBS 4-12=0/652,6-10=0/652,4-6=-3404/599 NOTES- (12-13) 1)Wind:ASCE 7-10,Vult=120mph(3-second gust)Vasd=95mph,TCDL=3.Opsf,BCDL=3 Opsf,h=30ft,Cat Il,Exp C,enclosed, MWFRS(envelope)gable end zone,cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-10,Pg=50 0 psf(ground snow);Pf=38 5 psf(flat roof snow),Category ll,Exp C,Partially Exp,Ct=1.1 3)Unbalanced snow loads have been considered for this design 4)All plates are MT20 plates unless otherwise Indicated. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads .-6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��OF NEIM Y will fit between the bottom chord and any other members 7)Ceding dead load(5.0 psf)on member(s).4-6, Wall dead load(5 Opsf)on member(s)4-12,6-10 Q PNGARC p 8)Bottom chord live load(40 0 psf)and additional bottom chord dead load(5 0 psf)applied only to room.10-12 '� �J /,9 9)Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify CO capacity of bearing surface 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(Jt=lb) 1=319,9=319. W 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE m Lu 12)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 2 5 13)ACCEPTED BY DATE BOO � 8009 LOAD CASE(S) Standard 4 C.0.0 0 SIONP� June 5,2018 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component �- Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the Mitek` erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSM11 QualByCdleda,DS8-89 and BCSI Bulfdirp Component 16023 Swingley Ridge Rd Safety/ntannallonovailable from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 131; Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property �4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system,e g and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI c1-2 c2-3 2 Truss bracing must be designed by an engineer For �' ld wide truss spacing,individual lateral braces themselves 0 WEBScab 4 may require bracing,or alternative Tor I c m p 0 bracing should be considered O 0 �'� 3 �,'y� 3 O 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. 00 0O 4 Provide copies of this truss design to the budding For 4 x 2 orientation,locate c7-8 c6-7 c5-6 0 designer,erection supervisor,property owner and plates 0-1i0 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5 Cut members to bear tightly against each other. 6 Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated byANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek20/20 NUMBERSAETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9 Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12 Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13 Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require Is i lateral bracing th 10 is spacing, 9 y or less,if no ceding is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only, �� ,s 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Staridard& ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Piate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient DSB-89: design Standard for Bracing. ® BCSI: BuildingComponent Safe Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 • I . COMMENTS I'm 0117A Aim=7 A FOUNDATION(1ST) W10 Iffial FOUNDATION (2ND) MA U/M 17 AMR" �MIAM OR ATM INSULATION PER N.Y. ArA STATE ENERGY CODE nag Af IA WA- ADDITIONAL �. 1-&JWA-WKfird-WlP9.q BPI Mill Or �, WE- i 9,INA UNITIZE ' ,lir.: � t'L� • � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN FALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form �O` 20° � co tact: A V Mail to: is � Disapproved a/c U C q ma Phone: Expiration ,20 �~ S for ' APPLICATION FOR B D ERMIT — Date 20J4, 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,ho ing code, regulations,and to admit authorized inspectors on premises and in building for necessary inspections. i ll e of applicant or name,if a corporation) 7r:> t4al Vh -6 J CG Ue, Ny (Mailing address of applicant) 35 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises C7 Irl N�0 r �p l �2Y l� , LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 70 tq �5 01A House Number Street Hamlet County Tax Map No. 1000 Section------Fl Lot Subdivision Filed Niap,TVq-;' ' "''` Lot 2. State existing use and occupancy ofpremises and intended use and occupancy of proposed construction: a. Existing use and occupancy req e- b. Intended use and occupancy )Ul e=± Pi�lc k_-koy, t=2be -j I I-}- , 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I j d 7. Dimensions of existing,structures, if any: Front Depth In" Height 2_7Number of Stories 4 n' Dimensions of same structure with alterations or additions: Front Rear Depth CIO ld'' Height 27 '-e,' Number of Stories I 8. Dimensions of entire new construction: Front Rear — Depth — Height Number of Stories — 9. Size of lot: Front Snc- � PL2,,Rear Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated AC 12.Does proposed construction violate any zoning law, ordinance or regulation? YES__X NO 13. Will lot be re-graded? YES NO-,X-Will excess fill be removed from premises?YES NO_X LLC 14.Names of Owner of premises dress Phone No. Name of Architect 15aYY»u--V, ma v, Address 2SZ35L'-�r.PI Crli-Phone No 7-'34--64oS Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A _ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_A__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES . NO)_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) r COUNTY OF vT SS: Q � �� being duly sworn,deposes and says that(s)he is the applicant (Name of irid'v' ual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Ofcer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before:me this pp day of�v L 20 Notary Public PATRICIA RICHARDSgnature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 R16042467 141 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 Irj U TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health Yes SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL: (631)765-1802 Planning Board approval Yes FAX: (631) 765-9502 1 1 Survey Yes SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form Yes N.Y.S.D.E.C. NA Trustees NA C.O.Application Yes Flood Permit NA Examined ,20L Single&Separate NA Storm-Water Assessment Form Yes Contact: Approved—9P5—,20 Mail to: Disapproved a/c Samuels & Steelman Architects 41 Phone: 631 734-6405 Expiration 0< 20 DE4 ing pector D APPLICATION FOR BUILDING PERMIT JUL 26 201 Date July 13 ,20 17 INSTRUCTIONS BUILDING DEM TOVOWFOUNIMM 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 ein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing c e,and reg ati ns,and to admit authorized inspectors on premises and in building for necessary inspections. ,Z�) I/- Tt�—,4,, — Si v gnaure scant or name,if a corporation) 25235 Main Road, Cutchogue, NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Claudia Ptirita (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done_, 5195 Old North Road _:.' " it Southold House Number Street ; :;.``' ., : i Hamlet,, `, sa � 'F� i�. . J: i .. ,...kms a J'r `;.d.3• County Tax Map No. 1000 Section 51 J Block`' 'J`3' ^ Lot 1 5 "s, Subdivision Filed Map No: Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Wine Production Building b. Intended use and occupancy Wine Production Building 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost 500,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars _ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.Wine Production Building 7'. Dimensions of existing structures, if any:Front 71.3' Rear 71.3' Depth 90.6' Height 23' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 101' 1•u 1`:'�vRear Depth 90.6' Height 23' Number of Stories & l2l 'V ; qq ti 4 a lE 8. Dimensions of entire new construction: Front - Rear epth;. :1 ,Height _ Number of Stories _ `I''"' t s; 9. Size of lot: Front see site plan Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated AC 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises Claudia Purita Address 19995 Soundview n§gthold Name of Architect Nancy Steelman Address 25235 Main Road Phone No (63� 734-6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_X * 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_X_ * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: p� COUNTY OF Suffolk ) Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the,application,filed therewith. Sworn to before me this -3 day of 2LAURE0A MCKISSIC NOTARY PUBUCSTATE OFrEW Notary Public 1 MC6342ignature of Applicant Oualfied in Suffolk Cou 4` My Commission Expires May 23, 2020,; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL IBoard of Health SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Yes SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees D FlDood Permit NA C.O.Application Yes Examined ,20 Single&Separate NA NOV - 8 2017 Storm-Water Assessment Form Contact: Approved20 RI:I`t.11�. UITrG, D5,I Ta Mail to: Disapproved a/c__f�j 0TOWN OF SOUTHOLD Samuels & Steelman Architects Phone: 631 734-6405 Expiration ,20 B i i nspector APPLICATION FOR BUILDING PERMIT Date November 2, 120 17 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 r demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,ho� ng code, a d egulations, and to admit authorized inspectors on premises and in building for necessary inspections. ff ig of applicant or name,if a corporation) / 2523 Main Road, Cutchogue, NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises CTI North Road R rn I I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. - - l: 1. Location of land on which proposed work will be-done: 5195 Old North Road ,1r. Southold House Number Street ,E,4 Hamlet i County Tax Map No. 1000 Section 51 - - Block 3 Lot 4. 5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of-roposed construction: a. Existing use and occupancy EXISTING STORAGE BLDG. i S b. Intended use and occupancy WINE PRODUCTION BLDG 3. Nature of work (check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work " { •, (Description) 4. Estimated Cost 400,000 ; ! Fee { (To be paid on filing this application) 5. If dwelling, number of dwelling units 0 Number of dwelling units on each floor - If garage, number of cars _ 6. If business, commercial or mixed occupancy, speafyLnature and,extet of-each type of use. Wine Production 7. Dimensions of existing structures, if any: Front 101' Rear 101' Depth 90' Height 23' Number of Stories one Dimensions of same structure with alterations or additions: Front 131' Rear 131' Depth 90' Height 23' Number of Stories one 8. Dimensions of entire new construction: Front - Rear - Depth - Height - Number of Stories _ 9. Size of lot: Front see site plan Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated AC 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Old North Rd. Barn Address 5415 Old North Rd p &Ww. Name of Architect Nancy Steelman Address 25235 Main Road Phone No (31) 734-6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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_X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nancy Steelman being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 knowlede and belief; and that the work will be performed in the manner set forth int applicatjWMENtMi ISSICK f t Sworn to before me this NOTARY PUBLIC-STATE OF NEW YORK day of 2o�N0. Di MC 2' 7 Qual'if'ied in Suffo C® My ISSIOn EXpl Notary Public �_ l'2 , 44ign—dture of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 10, 2015 TO: Samuels&Steelman(One Woman Winery) 25235 Main Road Cutchogue,NY 11971 Please take notice that your request dated July 16,2015 For permit for additions and alterations to and the conversion of an existingstorage torage building to include a wine production building at Location of property: 19995 Soundview Avenue, Southold,NY County Tax Map No. 1000—Section 51 Block 3 Lot 5 D 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article III, Section 280-13A,4, (c)The winery structures shall be set back a minimum of 100 feet from a mayor road;and (d)The winery shall obtain site plan approval. The proposed wine production building is located+/-30 feet from the roa . uthorized ignature Cc: File,ZBA,plannmg FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 10, 2015 AMENDED: October 13,2015 TO: Samuels&Steelman(One Woman Winery) 25235 Main Road Cutchogue,NY 11971 Please take notice that your request dated July 16,2015 For permit for additions and alterations to and the conversion of an existingstorage torage building to include a wine production building at Location of property: 5195 Old North Road,Southold,NY County Tax Map No. 1000—Section 51 Block 3 Lot 5 Is returned herewith and disapproved on the following grounds: Pursuant to Article III, Section 280-13A,4, (c)The winery structures shall be set back a minimum of 100 feet from a major road;and (d)The winery shall obtain site plan approval. The proposed wine production building is located+/-59.8 feet from the road. This Notice of Disapproval was amended on October 13, 2015 to correct the ess. orize S ature Cc:File,ZBA,planning FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 10,2015 AMENDED:October 13,2015 AMENDED&RENEWED: July 26,2016 TO: Samuels&Steelman(One Woman Winery) 25235 Main Road Cutchogue,NY 11971 Please take notice that your request dated July 16,2015 For permit for additions and alterations to and the conversion of an existing storage building to include a wine production building at Location of property: 5195 Old North Road, Southold,NY County Tax Map No. 1000—Section 51 Block 3 Lot 5 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article III, Section 280-13A,4, (d)The winery shall obtain site plan approval. This Notice of Disapproval was amended on October 13, 2015 to correct t address id u r r amen ed on July 26, 2016 to eliminated the need for a front yard variance based on ZBA Code I eipretation 6903. Au onzed S' a e Cc:File,planning FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 18, 2017 TO: Nancy Steelman (Purita Winery) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated November 8, 2017: For permit to construct additions and alterations to wine production and storage building (under construction BP# 41910)-at: Location of property: 5415 Old North Road, Southold,NY County Tax Map No. 1000— Section 51 Block 3 Lot 5_1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. You may now apply to this agency directly. Autho ' ed Si ure Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board NVQ �Bd:• � � MAILING ADDRESS: L PLANNING BOARD MEMBERS �;�K �� P.O.Box 1179 " a a ,,,,, DONALD J.WILCENSKIt r ,: Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS r = i Town Hall Annex F� 54375 State Route 25 PIERCE RAFFERTY . JAMES H.RICH III w ; (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9, 2017 D 291ROVE Ms. Nancy Steelman DD 25235 Main Road JUL 5 Cutchogue, NY 11935 Re: Approval - Site Plan for Purita Winery Wine-production & St ��M A 5195 Old North Rd., ±420' North Rd s/w/o County Rd. 48 & Old ., ou 9 SOUTSOLD SCTM#1000-54 &, ".'' , "-4" Zoning District: AC Dear Ms. Steelman: l-- l Ntw 'Poo Uj The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 8, 2017: WHEREAS, this Site Plan is for the proposed construction of a 30' x 90' (2,652 sq. ft.) addition to an_existing 71' x 90' (6,422 sq. ft.) building for the use of wine production and storage-(not open to the public) on a 0.76 acre parcel (SCTM#1000-51-3-5) with an existing single trailer (permit 178) and nine (9) parking spaces. The subject parcel is proposed to be merged with an adjacent 2.7 acre reserve area (SCTM#1000-51-3-4.11) which is attached to ±18.8 acres of farmland (SCTM#1000-51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold; and WHEREAS, on August 2, 2016, Nancy Steelman, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on September 12, 2016, the Planning Board found the application incomplete for review and required additional information and revisions to the site plan; and WHEREAS, on September 22, 2016, Nancy Steelman, authorized agent, submitted revised site plans and other information as required by the Planning Board; and WHEREAS, on October 3, 2016, the Planning Bound accepted the application as complete for review; and Purita Wine Production Page 2 May 9, 2017 i WHEREAS, on October 3, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type Il Action pursuant to §617.5(c)(3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to review because the proposed construction is for an existing agricultural site; and WHEREAS, on November 3, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on November 7, 2016, a Public Hearing was held and kept open. The Planning Board sent a letter to the applicant requesting several questions to be answered regarding the proposed site; and WHEREAS, on December 1, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 5, 2016, the Public Hearing was continued and closed; and WHEREAS, on December 6, 2016, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on December 21, 2016, the Southold Town Engineer reviewed the proposed application and determined certain revisions in order for the proposed drainage to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 3, 2017, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on January 6, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board.; and WHEREAS, at a work session on January 9, 2017, the Planning Board reviewed comments from referrals and staff analysis and required revisions to the site plan; and WHEREAS, on March 1, 2017, Nancy Steelman, authorized agent, submitted revised site plans; and Purita Wine Production Page 3 May 9, 2017 WHEREAS, at a work session on March 13, 2017, the Planning Board reviewed the revised site plans and determined that approval from the Suffolk County Department of Health Services (SCDHS) remained outstanding; and WHEREAS, on April 4, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage/Production building as a permitted use in the A-C Zoning District; and WHEREAS, on April 9, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval (Reference #C10-13-0005); and WHEREAS, on May 8, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Renovations and Additions to the Purita Winery", prepared by Nancy L. Steelman R.A., dated July 27, 2016 and last revised February 27, 2017, and authorizes the Chairman to endorse the Site Plan and the following nine (9) plans, after condition #1 has been met. 1. SP — 1 Overall Site Plan 2. SP —2 Production Building Site Landscape & Lighting Plan 3. SP — 3 Site Photometric Lighting Plan 4. U — 1 Production Building Site Utilities Plan 5. U — 2 Production Building Site Utility Details 6. U — 3 Tasting Room Building Site Utilities Plan 7. U —4 Tasting Room Building Details & Calculations 8. A— 1 Production Building Floor Plans 9. A— 2 Winery Elevations Conditions: 1. Provide proof, in the form of a copy of the filed deed from the Office of the Suffolk County Clerk's Office, that the two parcels SCT #1000-51.-3-5 & 1000-51.-3-4.11 have been merged; 2. Prior to the issuance of a Certificate of Occupancy, a written approval from the SCDHS for the abandonment of the existing sanitary systems proposed to be removed as shown on the site plan shall be provided; 3. This wine production building and site plan are designed and approved for owner use only and shall not be open to the public. Purita Wine Production Page 4 May 9, 2017 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, g Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map Purita Wine Production Page 5 May 9, 2017 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: OFFICE LOCATION: O f SU!/ MAILINg AcD-DRESS (Town Fall Annex �� jjslO P.. Box 1179 54375 State Route 25 ,�O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 4'reoul�m,��' PLANNING BOARD OFFICE TOWN OF SOUTHOLD M May 8, 2018 D G M AY 1 4 Ms. Nancy Steelman , 25235 Main Road � �� ,�" Cutchogue, NY 11935 TOWN OF 3GUTHOLD Re: Approval— Amended Site Plan for Purita Production Building 5195 Old North Rd., ±420' s/w/o County Rd. 48 & Old North Rd., Southold SCTM#1000-51-3-5.1, 4.12, 4.13 & 4.14 Zoning District: AC Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, May 7, 2018: WHEREAS, this Amended Site Plan application is for the proposed construction of a 40' x 892"' (3,566 sq. ft.) addition to an existing 101' 4" x 89'2"' (9,129 sq. ft.) wine production building to expand the current uses of wine production and storage (not open to the public) totaling 12,695 sq. ft. on a 4.48 acre parcel (SCTM#1 000-51-3-5.1) with an existing single family dwelling and nine (9) parking spaces. The subject parcel is attached to ±21.6 acres of farmland (SCTM#1000-51.-3-4.14) with Development Rights held by Suffolk County in the AC Zoning District, Southold; and WHEREAS, on December 20, 2017, Nancy Steelman, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on January 22, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on January 26, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and t Purita Wine Production Amended Page 2 May 8, 2018 WHEREAS, on February 9, 2018, the Suffolk County Department of Health Services (SCDHS) granted approval for this application (Reference #C10-13-0005); and WHEREAS, on February 20, 2018, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on February 20, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on February 20, 2018, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on February 28, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on March 12, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type II Action pursuant to §617.5(c)(3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to review because the proposed construction is for an existing agricultural site; and WHEREAS, on April 9, 2018, the Southold Town Engineer reviewed the proposed application and determined the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on April 9, 2018, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on April 9, 2018, the Public Hearing was rescheduled to May 7, 2018 because it was not properly noticed by the applicant; and WHEREAS, on April 23, 2018, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage/Production building as a permitted use in the A-C Zoning District; and WHEREAS, on May 7, 2018, the Public Hearing was held and closed; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further Purita Wine Production Amended Page 3 May 8, 2018 s . RESOLVED, that the Southold Town Planning Board approves the Amended Site Plan with three (3) conditions for the plan entitled "Renovations and Additions to the existing building for wine production at Purita Winery", prepared by Nancy L. Steelman R.A., dated December 27, 2016 and last revised December 19, 2017, and authorizes the Chairman to endorse the Site Plan and the following seven (7) pages: 1. SP — 1 Overall Site Plan 2. SP —2 Enlarged Site Plan 3. SP — 3 Site Photometric Lighting Plan 4. U — 1 Production Building Site Utilities Plan 5. U — 2 Production Building Site Utility Details 6. A— 1 Production Building Floor Plan 7. A—2 Production Building Elevations Conditions: 1. for to the issuance of a Certificate of Occupancy, a written approval from e SCDHS for the abandonment of the existing sanitary systems proposed to be removed as shown on the site plan shall be provided; 2. This wine production building and site plan are designed and approved for owner use only and shall not be open to the public. 3. Any new lighting fixtures beyond those approved as part,of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in I-- Purita Wine Production Amended Page 4 May 8, 2018 conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the,issuance of a Certificate of Occupancy. Print name: t 4 U-Np 4 T U/T�T , Applicant/Agent Signature: &&jLt0--- PW"&, Date: 51`�-/, l g OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex o� q soUryol P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) '` Southold, NY �[ l�[ Telephone: 631 765-1938 www.s outholdtown ny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD ; December 16, 2019 DEC 1 6 2019 Ms. Nancy Steelman 25235 Main Road - - Cutchogue, NY 11935 Re: Approved Amended Site Plan for Purita Production Building 5195 Old North Rd., ±420' s/w/o County Rd. 48 & Old North Rd., Southold SCTM#1000-51-3-5.1, 4.12, 4.13 & 4.14 Zoning District: AC Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced Site Plan and the one (1) condition required in the May 7, 2018 Planning Board resolution, have been completed based on the site inspection made November 21, 2019. The site is now in conformance with the Approved Amended Site Plan entitled "Renovations and Additions to the existing building for wine production at Purita Winery", prepared by Nancy L. Steelman R.A., dated December 27, 2016 and last revised December 19, 2017. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, DIJ- Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building In pector James Richter, Stormwater Man ger Michael Collins, Town Engineer Town Hag Annex 54375 Main Road Telephone(6316)579650-12802 P.O.Box 1179 G>. rogerrich� so7uttlo[tl nv us Southold.NY 11971-0959 �'0- ,: BURDING DEPAMWENT TOWN OF SOt3THOLD APPLICATION FOP EL.ECT&C-41 INSPECTION • 1�lUFSTEI?BY Date: llqllf pany Name: (50S 9 r= c, LipenSe No.: 67S _ f>G (: Address: _20 o co� P'twne No.: <7 JOBSITE INFORMATION: (*Indicates required information) *Name: oz_1) 1110/L7- 4 l) !,2 ,�� LL ,� 1 *Address: rj� *Cross Street: T° I *Phone No.: Permit No.: - c,!j Tax-Map District: :000 Sedlow Block: *'BRIEF DESCRIPTION OF WORK(Please Print Cie arly) S !/V/- `TD (Please_Circle All That Apply) I *Is job ready for inspection: / NOough In � Fina{ *Do-you need a Temp Certificate: YES�„'� Temp Information(I€needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 Opp Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead f Additional Information: PAYMENT DUE WITH APPLICATION CIO .824:equest for Inspection Form `s 1/'(a® ' _43 QfFD1 BUILDING DEPARTMENT - Electrical InspAoo' �p TOWN OF SOUTHOLD " Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertcni town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY: - - - - - - Date: f 9 - Company Name: e:::;7 Name: License No.: ?�' ,� email: Address: .O fox 2lg Phone No.: S-Z. 6 JOB SITE INFORMATION: (All Information Required) Name: 01—P /NDe'LT P ao A P AAAAJ �- Address: 51yl -1/ 4PLP /,/a AO ''L,o 4-x, Cross Street: A777 !22 Phone No.: Bldg.Permit#: `f/0/%® email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK / / (.Pleeas/^e Print Clearly) Z12/JS � n � Circle All That Apply: Is job ready for inspection?: OYE� NO Rough In Final - Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION A�a0 o C,/ Request for Inspection Form.xls � 1 TIC Town Hall Annex �� '' Telephone(631-1802 54375 Main Road = Fax(631)734-95D2 P.O.Box 1179 ` Southold, NY 11971-0959 BUILDING DEPAkTMENT ' NOTICE OF UTILIZATIC(V, 31#TRUSS`t' PE C6NSTRUCTION ARE=,ENGINEERED 01),CCINSTkUC'TIE9'N AItDIOR-TIMBER 00148TRUCTI+C N, Date: lei yi 1017 ;; , s Owner:, Claudia Purjfa r Location of Property: 5195 Old: . . Please take notice that the (check a,pl cabl`e line): Winery;;"A� New residential structure Y f- Addition to existing.residential structure a Rehabilitation to an.existing.residential structure ' h _to be constructed or performed at the'sub"`6t�proOerty;reference above will Utilize (check app_ licable line): rirr _ X Truss type constructlon,(TT) x ,. Pre-engineered vuood;coristructidn (PW) _ ?: ., £` Timber construction(TC) w sz in the following locations) (check applicable line): N Floor framing, including.glyders,.and teams (F) . X Roof` r ming'(R) f ZFloord roof f ng-(FR) Signature: Name (pers n submitt ,g this,form): Nancy Steelman Capacity(check applicable line): Owner r u X Owner representative TrussResRegl5,d0cx Effective 1/1/2015 Town Hall Annex ��+C' �G�,t A Tele hone 631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS`I PE CONSTRUi,' 'ION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: May 23. 2018 Owner: ___w_... _..... Location of Property: 5195 OId,Nortli Road, Southold NY 11971 Please take notice that the (check appltcoble line): Winery New residential.structure Addition to existing residential structure kehabilitation to an existing residential structure to be constructed or performed at the'subject property�reference above will utilize (check applicable line): X Truss type construction (TT) X Pre-engineered woad construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and boams (F) x Roof framing'(R)' Floor and roof framing (FR) Signature: Name (person submitting this form): Nancy Steelman Capacity(check applicable line): Owner ' _ a X Owner representative TrussResReg15.docx Effective 1/1/2015 LAW 01-FICES WICKHAM, BRESSLER& UEASA, P.C. 13015 MAIN ROAD. P.O BOX 1424 MATTITUCK. LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A. WICKHAM JANET GEASA 631-298-8353 TELEFAX NO.631-298-8565 wwblaw@aol.com March 12, 2014 Attn: Mike Verity, Sr. Building Inspector Town of Southold Building Department Southold Town Hall Annex P.O. Box 1179 Southold,New York 11971 Re: Property owned by Claudia Purita 5415 Old North Road, Southold, New York 11971 (Lot 3) SCTM# 1000-51-3-4.11 & 1000-51-3-5 Dear Mike: We enclose a copy of the deed which will merge the Purita farm parcel, referenced above, with the adjoining 5195 Old North Road parcel owned by Old North Road Barn, LLC, SCTM#:1000-51-3-5. We will cause the original of the enclosed deed to be recorded when all other conditions for the as-built building permit applications for the barns at 5195 Old North Road, Southold, New York 11971 have been satisfied, so that you can issue the building permit. At that time, we will have the Assessor's Office advise you of the new tax map number for the merged parcel. Very truly yours, /1\ Mt d11___, Abigail A. Wickham AA 6i'/dn: enc! 30/shbdverity2014 cc. Claudia Punta Nancy Steebi:an Standard N.Y.B.T.U.Form 8002-Baroain ile Deed with Covenant against Grantor's Acts—'\ Lm Acknowledgment Form 3290 { CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY I -�, THIS INDENTURE, made the day of Beeet rbeF 24H-& BETWEEN CLAUDIA PURITA, residing at 19995 Soundview Avenue, Southold, New York 11971, party of the first part, and OLD NORTH ROAD BARN, LLC, a New York limited liability company with offices at 5195 Old North Road, Southold, New York 11971, party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten and 00/100--($10.)--Dollars, and other good and valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, being known and designated as Lot No. 3 on a certain map entitled, "Cluster Minor Subdivision & Lot Line Change for Frank Purita", which said map was filed in the Suffolk filed in the Suffolk County Clerk's Office on 9/7/05 as Map No. 11299. THIS DEED is intended to merge the property described above into property currently owned by Old North Road Barn, LLC situate at 5195 Old North Road, Southold, New York 11971, also known as SCTM# 1000- 51-3-5. ' SUBJECT TO Deed of Development Rights dated 12/21/05 made by Franco Purita a/k/a Frank Purita and Claudia Purita to County of Suffolk on a portion of the property described above, which deed was recorded in the Suffolk County Clerk's Office on 1/10/06 in Liber 12429 page 721, and Easements and Declarations of Covenants and Restrictions of record. SUBJECT to a 15' Utility Easement to Lots 1 & 2 on said Map No. 11299. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered-in any way whatever, except as aforesaid. AND the party of the first-part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be consiued as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. ,D IN PRESENCE OF: i Claudia Purita repuritaf/deedpuriaLot3tollc TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE s State of New York, County of Suffolk,ss: State of New York, County of ss: On the day of_faeeeabei� in the year On the day of in the year before me,the undersigned, personally appeared before me,the undersigned, personally appeared CLAUDIA PURITA personally known to me or proved to me on the basi9 of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies),/a'r d that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument,t�e i?dividual(s), or the person upon behalf of which instrument, the individual(s), or the person upon behalf of which the individual s)acted, executed the instrrent. the individual(s)acted, executed the instrument. (signature and office of individual taking acknowledgment) (signature and office of individual taking acknowledgment) Notary Public DONNblic;A McGAHAN Notary No. 01�MC4851459State of w York Qualified In Suffolk County Commission Expires Aug. 18'.- BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS Title No. CLAUDIA PURITA TO OLD NORTH ROAD BARN, LLC c_ S A M U E L S & S T E E L M A N July 16, 2015 • Building Department Town of Southold P.O. Box 1179 Southold, NY 11971 Re: One Woman Wine Production Building 5195 Old North Road Southold, NY 11971 SCTM#1 000-51-03-5 , 1 Dear Building Inspector, lF. Enclosed, please find the following information: r 1. Building Permit application 2. Check for $50 3. 2 set of Building Plans 4. Copy of Letter from Gail Wickham 5. Copy of Deed merging the adjacent vineyard property 6. Copy of Town of Southold approval for a Trailer Permit The Owners of the above reference property are planning a new Addition and a change of use to an existing Storage Building for the purposes of making Wine. The existing zoning is AC —Agricultural Conservation. The proposed Wine Making Facility requires a 100' front yard setback in the AC zone. The existing Storage Building is within the required 100' front yard setback and as a result of the change of use and the proposed addition, a variance from the Zoning Board of Appeal will be required. The existing Storage Building is located on a .736 acre site. The owner's intent is to merge the adjacent property with this site, resulting in an increase in the overall acreage to 26.056 acres with approximately 17 acres of planted vineyard. This will exceed the requirement of having a minimum of 10 acres of planted vineyard. Gail Wickham, the Owner's attorney, has prepared a deed which merges both properties. This deed will be recorded once all the conditions have been met and a Building Permit has been issued. On September 23, 2014, the Southold Town Board granted an approval for a trailer permit. The trailer will be relocated as part of this proposed project and will meet all setback requirements for the AC zone. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 i Based on the information provided, we are asking for a Notice of Disapproval so that we can apply to the Southold Town Zoning Board of Appeals and start the Site Plan Approval process. If we can answer any questions, please do not hesitate to contact us. Sincere y, Sam Is and Ste an Architects Nancy S elman, R.A. Enclos res cc: Frank and Claudia Purita S A M U E L S & July 27, 2016 S T E E L M A N Town of Southold Building Department 54375 Main Road Southold,NY 11071 Re: Notice of Disapproval One Woman Winery 5195 Old North Road Southold, NY 11971 SUM #1000-51-3-5 l Dear Building Department, A Notice of Disapproval was issued for the above reference project on August 10, 2015. (See attached). The Disapproval was issued based on the following: 1. The winery structure did not meet the minimum front yard setback of 100' from a major road. 2. The winery requires Site Plan approval A variance application and a request for an interpretation of what constitutes a "major road" was submitted to the Town of Southold Zoning Board of Appeals. The ZBA ruled that Old North Road was not a major road and that the 100' front yard setback would not pertain to the project. (See attached).A variance would not be required if the proposed addition met the 60' front yard setback required in the AC zone. We are in the process of applying for Site Plan approval and will need an updated Notice of Disapproval to be included with the application. If you have any questions please do not hesitate to contact me. Sincerely Sa I and Stee an Architects ancy St an, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 w a Snndnd N Y-B T U Form 8002 Bu ,n and Sale Deed.—h Covenam a aim,Glamor',Aan–W—dual o,Cor — r �'l Y CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. IBERS /41 PAa-25J r /c�- THIS INDENTURE,made the 30th' day of November ,nineteen hundred and seventy-nine BETWEEN PAESTUM REALTY CORP., a domestic corporation organized and existing under the laws of the State of New York, having its principal place of,busirtesataoe�.8 Phipps.Lane, Plainview, New Yorks(� QIOV� f� CT En party of the first part,an g {� } RICHARD E_ NORKLUN and.CAROLYN J. NORKLUN, his wife, both residing at 800 private Road, Southold, New York Dist. party of the second part, i1 Jviv�• WITNESSE714 that the party of the first part,in consideration of ten dollars and other vailuablc ao�n detaYion -tl�l!SL paid by the party of the second part,does hereby grant and release unto the party of the second pant,the lain Sec, or successors and assigns of the party of the second part forever, ( D a ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,ahuate, ---- _ -- -lying and-being kcgw at.Bayview -mown_of Southold,_County.of Suffolk and State of_New York_ ILbounded and described as follows: BEGINNING at a point distant the following two courses and distances from the corner Lot. formed by the intersection of the Northerly side of Main Bayview Road and the Westerly P/d side of Victoria Drive; (1) Westerly along the Northerly side of Main Bayview Road, 628.47 feet, to the Westerly line of land now or formerly of Krepp; (2) North 240 49' = East 215.63 feet to the Southeast corner of premises to be described, the true point - , of beginning; RUNNING THENCE North 650 11' West 238.90 feet to the Easterly line of Map of Bayside Terrace (Suffolk County Map No. 2034); RUNNING THENCE North 29 49' East along said,line, 190.00 feet to the Southerly line of land now or formerly of Southold Development Corp.; RUNNING THENCE South 650 11' East along said land 238.900 feet to the Westerly line of land now or formerly of Krepp; RUNNING THENCE South 24 > � 49' ldest along said line, 190.00 feet to the point or place of BEGINNING. G 4: TOGETHER with a -right of why. 20 feet in width for the purposes of ingress and-egress ! from the southeasterly corner of the premises southerly to Main Bayview Road, said right of way being more particularly described as follows: Beginning at the south- easterly corner of the premises hereinabove described and running along land of Krepp S. 240 49' West 215.63 feet to the northerly line of Main Bayview Road, thence along said northerly line of Main Bayview Road, N. 640 07' W. 20.00 feet; thence along other ' Q land of the party of the first part, N. 24 49' E. 215.26 feet to the premises; thence Oalong said premises, S., 650 11' E. 20.00 feet. Ci THIS conveyance has been made with the unanimous consent in writing of all the stockholders of the party of the first part. i � V, TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and f roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances ! and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. V AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust•fi d to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires. ! IN WITNESS WHEREOF,the arty of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF P TUM REALTY CORP_ By: nick F_ esident E R ECO R Q E D ARTHUR 1. FELICE ' , . DEC 6 1979 Clerk of Suffolk County S A M U E L S & S T E E L M A N July 14, 2017 Building Department Town of Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Re: Purita Wine Production Building 5195 Old North Road Southold, New York, 11971 SCTM# 1000-51-3-44-11- . Dear Building Inspectors, Enclosed please find materials required for application for a BUILDING PERMIT for the above referenced project, including: 1. Building Permit Application 2. Southold Town Planning Board Final Approval 3. Application for Certificate of Occupancy 4. Notice of Utilization of Truss Type Construction 5. COMcheck Energy Calculation 6. Southold Town Sanitary Permit 7. Stormwater Management Work Sheet 8. Stormwater Management Check List 9. Two (2) Stormwater Management Control Planning 10. Four (4) sealed sets of Construction Drawings 11. One (1) set of original Site Plan approval Drawings 12. One (1) set of Approved SCDHS Sanitary System Drawings Please contact us if you have any questions. Sincerely. Samuel and Steelman, Architects a cy man, R.A. Samuel & Steelman Architects encs. / ARCHITECTS i � 25235 MAIN ROAD r` CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 I S A M U E L S & S T E E L M A N May 16, 2018 D Building Department MAY 16 2018 Town of Southold Town Hall Annex 54375 Main Road To"OF SOUTHOLD Southold, NY 11971 Re: Purita Wine Production Building 5195 Old North Road Southold, New York, 11971 SCTM# 1000-51-3-4.11 Dear Building Inspectors, On August 25, 2017, we received a building permit (BP# 41910) for the Purita Wine Production Building. Currently, this addition is under construction. We are now submitting an amendment to the building for a second addition. Enclosed please find materials required for an "Amendment" to the current Building Permit application for the above referenced project, including: 1. Four (4) sealed sets of Construction Drawings 2. Southold Town Planning Board Final Approval 3. COMcheck Energy Calculation 4. One (1) set of Approved SCDHS Sanitary System Drawings Please contact us if you have any questions. Sincere�I"y. Sam FIs and St Iman, Architects ancy S man, R.A. Samuels & Steelman Architects encs. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 R!CeInF'Ov[E D FEB 2 1 2019 S A M U E L S & �t �pp Sii�' :�.i tyY..9 n S T E E L M A N TOWNOFSOUTHCEZ February 20, 2019 Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: Old North Rd Barn LLC 5415 Old North Road Southold, NY 11971 SCTM#473889 Sec/Block/Lot#51.-3-5 BUILDING PERMIT#: 40728 Please extend Building Permit#41910 for another 6 months. The current expiration date is 2/24/2019. If you need any additional information from me, please contact me. As always, I appreciate your efforts. Sincere' , Nancy eelman ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 AUG 2 3 2019 S A M U E L S & S T E E L M A N August 20, 2019 Southold Town Building Department r'O Bax 1179 �Q Southold, NY 11971 Re: Old North Rd Barn LLC 5415 Old North Road Southold, NY 11971 SCTM # 473889 Sec/Block/Lot#51.-3-5 BUILDING PERMIT #: 41910 Please extend Building Permit#41910 for another 6 months. The current expiration date is 8/24/2019. If you need any additional information from me, please contact me. As always, I appreciate your efforts. Sincerel Nancy St Iman ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 --RESIDENCE RESIDENCE RESIDENCE �RREVISIONS: � / CCUTe �\ ZONING LOCAT10imrj A P CURB 'RE DENCE R-40 CUT \ RESIDENCE � RESIDENCE :\��\.` � �• \; GG-- CURB RESIDENCE I cur _ _ \ _ Long ] V — RESIDENCE \ \: ., RESIDENCE e `. W : Sound I GARAGE � CURB CUT ICURB GARAGE CUT GARAGE `` ` .\`\. ,\\; ;\\. c> ? •6 I _ � �•\� \: � \:::. , >r , GARAGE GARAGE \ O (n " GARAGE CURB pl^ m CUT CURB CURB GARAGE \ e ITE CUT CUT CCUTBCURB �cuurB F— CUT CURB GARAGE e °' � Lon Q rl IT 9 ELIZABETH LGEORGESG 3S/9, \ 1 SoJ� 9 f/�p4Sp a N �'o Creek\\ z N I who 3p, 00 gOUNDVI)=W p��NUE J5 FT WI1�E O I Ra \ ZON NG `;0/S Qv�� 1,901 F/ 0 /� CURB 365 I ?o ~ ry OTM 48 l' CUT 31 i v I �� RESIDENCE I X000. 8 fy _ I 1IAl >0 30\ NT�c r 00 Z , sS„\ r� / o I I O � ( g�� LLJ U zo Q W 4g6�,� .mU I I '28U�Y I KEVIN gCNvai a I IS I F E Dim A T z p. W/bFCr I KATHERINE �a oo�a cc aOw GARAGE sHA tN 3 o ZONING SCTM # 1000.51-03-4.12 �_ Z SCTM # 1000-51-03-4.13 SOUNDVIEw AVE LLC I j SCTM # 1000-51-03-4.14 W 0 SCTM # 1000-51-03-5.1 Q z PROPERTY: 5195 Old North Rd. Q 0 LL N N I I ADDRESS Southold NY, 11971 RESIDENCE I ANN & I I OWNER: Old North Road Barn LLC 46 AANRTON w I I 5195 Old North Road (n Z TU L I I I Southold, NY 11971 0 SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC —� `r DEVELOPMENT RIGHTS INTACT- 4.4789 AC O FRANK Z S 88 :261 S0” E 175.00' I TOTAL SITE AREA: 26.050 AC F. m PATRICIA I I ZONING: AC Q W I � DENICOLA I SURVEYOR: Peconic Surveyors I FRANCO PURITA I I PO Box 909 O � 0 �1 I i 1230 Traveler Street O .J Southold, NY 11971 z O CI�ARDONNAY WOODS I I LICENSE #49618 (�.� 1 oME Assoc I I NOTE: ELEVATIONS BASED UPON NAVD (1988), �-- ( RF�N\PACE) I I USC & GS DATUM Z \ I I BUILDING:CHAO W1LDBERRY L,4NE 28 FT WIDE AREAS 28 FTDWIDE Y DR. I in / SCTM # 1000-51-03-4.14 I I WINE PRODUCTION BUILDING: (11,813 sf total) W / tt (DEVELOPMENT ' I EXISTING BUILDING: 9,109 SQ. FT. RIGHTS SOLD) / I I PROPOSED BUILDING: 2,704 SQ. FT. Uj _ / �CHARDONNAY WOODS I DWELLING STRUCTURES (480 sf totals I— HOME ASSOC FRANCO PURITA (OPEN SPACE) I I EXIST DWELLINGS: 480 SQ. FT. I � o I I S 88 26EF. E 1-15.0 I I I 200' I 06 z Soo, Soo' I I cn Q• I gj 200' I I IN W -J S • 3 �`�� I wzw �I � � Q Z LL I \� \ —1 I I W• ) ' w o > vQ I�I I I < N o In I I (L e N czi ti, � I �` � � I i Qom• D ; TRIBERRY FIELDS LLC I I N L l (AGRICULTURAL RESERVE) I I I rn of NE IV ZONING S7'�co SCTM # 11 00-51-03-4.13 (RIGHT sOL NT AC �1 I ' 1 I I / SITE PLAN APPROVAL GRANTOD I G��s, 0 3A � LANDWAI V LIMIT OF FRESH / MARCH 10,2008 AND AN EXTE SION I \ AATER WETLANDS A5 ' I GRANTED ON JULY 6,2016 FOR DELI IATED BY SUFFOLK ' CONSTRUCTION OF A NEW WNERY I NO:ENVIRON �PROJ TAL CONSULTING f � I I INCL ON MARCH 6 2014 1309 \ I SETBACK ' DRAWN BY: LIT _ ___ICH HOME ASSOC DS d. I I (OPEN SPACE) 9(7 / �— CHECKED BY: ; --w NS SEE SHEET DATE: # Si12AU I FOR S I Tr I _ � � I I NOV 6, 2017 L NL.!— R&EME I T I FJCISTI I '� I i SCALE: I \ 0 I 1 = 100'-0" RELbGATED DWELLINGINE op: I I � ,�—-NT _ -� N 8 in `f�9 I SHEET TITLE: - cl ., o N 56' 3O,, E o ai N I ��' I OVERALL EXISTING STORAGE 0Ex 1 N86 03' 30" W 1'10.56' I a SITE PLAN t-t ALBINA PROPO ED TASTING I BUILDING LU POSED TM.- — -n WINE PRODUCTION WALTER_ SAWICKI EIWALTER SGDHS F ROOM ILDINGO "+ „ ::�:_;BUILDING - SAWICKI WALTER �1 I I m �-J O SAWI KI SAWICKI #0I0-15 0005 m SCTM # 10 0-51-03- .1 ISI ((� CURB (DEVELOPMENT ,n *fT l OLD NORTH ROS 25 FT Z cur RIGHTS TACT) ED IMn Cu B m cuRe N 86 / WIDE 3� C CUT DcU B 1 TRS, W 16 5 � cu / 0 / SHEET NO.: \ TRY OLD NORTH S ST I \ \ ROAD25 FT WIDE #U5 FOR S 1 TE N NEW ADDITION �� LG �T / � \Sap R BUILDING ADDITION / UNDEGONSTRUGTION � S CALLS--4-"—=-�-OA'-�0_'_ _ _ , �� i - - _ BUILDING PERMIT DISAPPROVAL REVISIONS: \ / IEL �I X-1—PROPOSED I I t= OF DE Y OFMFI�lT RELOCATED RIGHTS 5OLr;) LINE OF DEVELOPMENT EAser ENrTM R 16HT5 5OL L? EDGE OF PAVIN D Of: Dt' LOPMENT Rd I6HT5 50L ° ° d ° ° ° ° e LINE ° ° ° ° °d e ° SEE SHEET SPI FOR I Q d ° d d ° ° 4 d ' °d a a ° EXIISIrlNGDR°IVEWAY d° °° d ° ° a ' ° CONTINUATION ONTISU TION O Z d &RAYLLdSURFACE I I ° ° d DGE OF T PLAN O 0 NG d d ° ° d° d ° da d PAVING EXISTIDRI ° d°° d d ° ° 50 30° °SUAG ° d ° d6RA (EL a ° GTION e d ° d °UNDEU�— Y d ° ° d ° °d ° j/ % � j a.° uj %i// j/ /// L �� Ll / PARKING d ' /RI ATS LAND BANKED 2 SPACES ot , LKWAY ° ° a i WA ,// /i / LL 4 41 / 08 z iii / /,,/ /%', /m/ co Oil / %i; s / '/ / / / / / // / C /�,�� /�,/,/ iii// �% //, / // rN Lu 7° / / '/ / / ' �V�!:-1 O/ / Us- 1 ARKIN6 5 A° GoE EXIST AL /% js Ar'MrCJ UGOs° OdGEy Co sG,Gr`:1Vl=0 /�Eaui 3U( ' CON �% tJ- OC CO _ Z O d °d PARK I NG �, ° / WIN BANKED ° q SPACES /% / /'j ' / uJ offl/ / /r// /; "% ,i';✓/, /ice 51 DE YAR ° / ,i �/�i;��; / PARKIN / / / / /,,/ // / /, /r/% // '/r-/ �; /r/ /• /r ' „' ' YARD //.' /"i/ /�/ ; / / / i /• / / �` / ' /� ,, , �O 1�T GRAYED. SUR AGE // '� /'/� / /' �/ / � / r. � /// "/'/ /�;� � ,�,, ��i%i%/�/",', �/% SETBACK LINA 08 z Ell,/ ref e 800 �--- I9 d d ° d ,° ° d ° ° ° a° / % // // , / / , / / /'. % �/ �^ d '° e a • W J• W Z ' a d ° a ° d • ° ° d Q Z I 9 ��/\/ ° d °O ° d d e ° ° ° /% ////////�j ° ° • ° ° d ° ° w , ° a ° d ° ° ° ° • 6° e e ° ° a ` UJ ul ,'1 d • N d W = 1 d ° 4 � �—_ d° ed °4 4°° d ° x}11.•,■ � 1 ° ° e d° d dd a ° ° °"�'��• e, —° a °° ° ° d° ° ' ° d •°' ° °° d ° ° ° d` ° ° e °d ° ° d ° ° ° ° d ° ° ° ° ° °° �w1}{•, Q I—• V —_ e/ ° d° • d° ° ° ° d ° d° ° d ° ° d °� ° ° ° ° ° °° ° ° a °, ° d°° L ed ° ° e ° ° • ° ° d ° Q e, ° ° d° ° • ° ° ° d ,` . co V/ a 4 a a // � � °� ° e8 °° ° ° a ° ° ° ° ° 8 ° °° ° e ° d ° e ° .° °° °° d ° ° e d ° e d ° e ° ° ° de ° °d ° ° ° ° ° , O NEW ,60NGiiE7`E ° ° ° d d ° ° ° d ° 8 °m °d ° � ° • d ° ° °° ° ° ° ° ° ° d < d ° CRUSHING°PAD --� °EXISTING_CONCRETE d a e ° ° • ° d° — _ - - g d ° 8 d ° d e CRU • SH I N6 PAD, d a e 4 , °° d °a ° ° °, ° ° d ° ° ° ° ° , ° ° ° ° ° ° ° ° % ° ed ° ° ° ° ° e ee ° ° ° ° ° ° ° d ° ° ° , ° ° ° ° e m ° ° OF Ne pV °a ° d ° e ° d <d ° ° d a ° ° S e DGE of ' ° ° ° ° ° ° e° °d ° • ° ° ° a • °° ° e d° ° ° - ° • a Ao ° d • de O ° d ° a ° ° ° ° ° ° • ° ° ° ° ° °° d ° ° ° d° ° °� ° ° e° ° a a °° ° eEX15T'INC7 ° ° °°° °eg °° ° ° d < ° 4 •°d ° ° ° ° de ° G • d ° ° ° ° ° — ��- ° ° ° d ° ° ° ° ° ° `° e° ° °° d d ° ° ° tl• °°, °m ° ° ° ° PAVLNC77 ° ° ° a ° a ° ° ° ° ° ' • ° ° s ° ° d ' d ° d d d ° ° ° e ° °° ° ° ° ° ° e ° ° ° ° • d ° e ° ° ° e ° d v °° d Qf 1 ° ° Z d° d d a d ° ° ° ° d ° d ° ° a d° , ° a B° d d � d a° d ° ° ° d ° ° d d d ° ��— RROJEC 0-- 1 d °° ed ° e ° ° d �XING )RIVEWY a ° ° .. 1309 dDGE or ° d GRA\ ELSURFAGr d d 5EE SHEET SPI PAYING ° d ° ° ° ° d d ° ° d ° dd ' FOR DRAWN'BY: d° d 4 4 ° ° CONTINUATION OF UT ° d ° ° °° ° d° X1 6 RI WAY ° ° ° ° °°° d d ° d d° ° DGE OF ° ° °° °'d ' ° ° ° ° d SITE PLAN CHECKED BY: ° GRA L SURFACE `� ° d a °EXISTING ° d ° a NS ° d ° PAVING d ° d a d , a° ° ° ° d ° ° ° ° ° ° ° a d d ° ° ° DATE: 4 11 _ NOV 6, 201 i °d ° LOADIN6dBERI"R 15'x45' ° ° ° ° ° d d° ° d SCALE: a ° 4 W 1" = 10'-0" d a 0�' �O" W 161 B3' SHEET TITLE: _---� N Sbd ENLARGED d ° ° I SITE PLAN —,1 •°° •1t d ° • a° ° °°° ° ` N d 03' 50" Wb EXISTING \ d a. / ENTRY TO BE d ° a • ° a ABANDONED d d° ,301• ° SHEET NO.: d °° °�W DRIti�►NAY ENTRY° ° °a d OLD NORTH ROAD14 JAN vozl% E D P L SCALE: 1 "=10=-0" BUILDING PERMIT DISAPPROVAL EX15TIN6 BUILDING STRUCTURE BUILDINGUNDER CONSTRUCTION PROPOSED ADDITION REVISIONS: 711-411 EXISTING 501 F- Oct X m Z RT7 W//7/ 0 15 GE EXIT E T X15T OVERHEAD DOOR OVERHEAD DOOR X T EN5 A E 0 OOR UP XIST 6 rE IN I EXIST om EXISTING UP LI L� DOOR X'ST 00 N(5 U EXIST A H �(SE DOO SEE INTERIOR 15T0PZA&E EX15T Oz ELEV AS OORS cl) (L EXIST ❑ c Z WOOR >- EX15TINry X15T HALL LLJ EX15TIN6 EXISTINGz EROM" LAO OFF ICIE: EX15TIN& 0 GONG OEXIST UL rn DOO. 5T0RA(5F- Z EX15T OO z D X1ST INC7 08 5T0RA6r- x to r N9 EXIST EXIST EXIST EXIST F uj (D TANK TANK TANK TANK EXIST EXIST DOOR DOOR 6 -x zIS x EXIST 3: � uz ow TANK x 0 ZW XH 1 o I o 0 F- EXT=lol- z E P,E D EXIST MECH TANK U) cn EX15T TANK x Lu UJI EX15T EI EXIST TANK I 11RE: TRENCH UNCH DRAIN DRAIN EXIST r� ;� a TANK z EXIST TANK .n < EXIST La 5 ad zo <0 M 0) c z EXIST tu TANK NEN NEN CASE CASE W -j• w w = ;Wc z 5T0PZA&E z STORALu 6E o .L w& D c EXi5j'lNry EX15 EXISTING < U") 0 EXIST w• x 1/1, BARREivoom BOTTLING TA�.� L TANK Fzo EXIST 3: TANK U) N/00 • lu EXIST NEN GONG EX15T TANK TANK �;� • OF NZpp L. < EX15T TANK EX15T TANK 9179 FPROJE 0-: EXIST 1309 TANK DRAWN BY: EXIST UT TANK CHECKED BY: ILci NS EXIST Z DATE: TANK X15TRIN6 NOV 6, 2017 kSATE EXISTIN Lu 0k u SCALE: SUPPLY go p ELECTRI 11 1 - 011 LINE IN 3/16 = I EXISTIN PAN lu OVERHEAD DOOR ELECTRIC Ci I EXIT OVERHEAD DOOR SHEET TITLE: EXIT EXISTING PANELS EXISTING 0 EXISTING PRODUCTI OP 0." .., OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR turn �rn BUILDING----------- x x VERIFY FIRST FLOOF CONNECT 50, 50, UNDER67ROUND PUBLIC EXISTIN& BUILDIN6 UNDER CONSTRUCTION PROPOSED ADDITION PLAN WATER LINE INTO EXISTING bol WATER LINE IN BUILDING SHEET NO: 0 0 R LA H I R SCALE: 3/16" = l ' -0'v BUILDING PERMIT DISAPPROVAL REVISIONS: Q z O H V M 0 O XISTING FASCIA RAKE BOARD XISTING FASCIA O. PROPOSED ADDITION E�UILDING UNDER CONSTRUCTION EXISTING BUILDING STRUCTURE RAKE BOARD W O FAB EXISTING 51DING TOB EXISTING SIDING TOB z Z RIDGE PENT REMOVED PROVIDE NEW REMOVED PROVIDE NEW O CEDAR SHINGLE SIDING CEDAR 5HINGLE 51DING NEW 18 8 Ix4 RAKE BOA CONTINUOUS ON 15# BLDG. PAPER ON ON 15# BW TO MATCH EXI5TIN6 EXIST. 5HEATHING LDG. PAPER ON TYPICAL. EW Ix4 EXIST. 5HEATHIN5 ® O Z PYG TRIM EW ROOF Q LL ROO PITCH T SADDLE FULL XI N MATCH EXI5TING — LENGTH OF I W CEDAR 5HINGLE SIDING O ROOF 06 z NEW 6UTTMR AN B D ER O e CEDAR SHINGLE SIDING ON DOW SPOUT 15# BLDG. PAPER ON t-Lr740/.-SHEATH I NC-7 co 1)C w EW Ix4 p NEkV STUCCO PVC TRIM �u m } p- 511DING .TO W GUTTER AND N X MATCH DOWNSPOUT w Q -y p- EXISTING 1=W Ix4 . EW Ix4 EW Ix4 TRIM -AD DOOROVERHE PVG TRI NEW STUCCO EXISTING P�(G XISTING EXISTIN PYG TRIM EXISTING O Q J ' SIDING TO STUCCO RAILING STUGG STUCCO ❑ ❑ ❑ ❑ MATCH 51DIN6 ❑ ❑ TO REMAIN SIDING SIDING (f� Q = ( EXISTING :15TIN Z �j W N bobW H O � ❑ ❑ to W N, H H O ON SCALE: 3/16" = 1 ' -0" ca z• �/� V/ r Q0 M a r r a _J me oma ; w o o WJ• WZW ,, t Q z u l = WM� = c � EXI5TING BUILDING STRUCTURE BUILDING UNDER CONSTRUCTION PROPOSED ADDITION w: a N XISTING FASCIA XISTING FASCIA U RAKE BOARD RAKE BOARD REFAB EN I x8 4 1 x4 RAKE BOARD Q ~• RIDGE VENT T MATCH EXISTING cn N• EXISTING SIDING TOB EXISTING SIDING TO CONTINUOUS PICAL REMOVED PROVIDE NEW REMOVED PROVIDE 'NEW CEDAR 5HIN6LE SIDING CEDAR 5HINGLE SIDING ON 15# BLDG. PAPER ON W Ix4 ROOF PITCH T ON 1!5# BLDG. PAPER ON EX15T. 5HEATHING PVC TRIM MATCH EXISTING EXIST. SHEATHING - E K15TI EW ROOF INDO ADDLE FULL W GUTTER AN ,�EOF NEIL ENGTH OF DOWNSPOUT OOF 15# BLDG. PAPER ON g/" 5# 5LDr2. P&MR. ON JXT P WD. 5HEATHING PLY110. 5HEATHIN6 '� z G—TRt — EW Ix4 F\/ClTRIM EW GUTTER AND N — G 1 Pvt- PYG TRIM PYG TRIM WNSPOUT Pvc, TRIM W DO INDO INDO P�/G TRIM !WK w 01 EW Ix4 51DING TO - p EW Ix4PVC TRI MATCH PVC TRIM EXISTING NEW STUCCO - tOJ NO. Ex1sTING cv � 1309 E�CI5-T-INC XISTING 5TUGG0 � SIDING TO: NEA :VERHEAD-DOOR EXISTING HEAD _ �YERHEAD-DOOR 51DINGM�1TGH OVERHEAD-DOOR- DRAWN BY: ❑ ❑ - STUCCO ❑ ❑ EXISTING i�' 4'h x l4--O''w ❑ ❑ ❑ ❑ i I SIDING T UT D D D D CHECKED BY: ❑ ❑ NS ❑ ❑ do d DATE: ❑ ❑ NOV 612017 SCALE: 3/16" = 1' - 0" SHEET TITLE: PRODUCTIOP V 0 N BUILDING 0 u SCALE: 3/16" = 1' -0" >= ELEVATOIVS SHEET NO: BUILDING PERMIT DISAPPROVAL REVISIONS: 1 1 FAB RIDGE VENT CONTINUOUS NFE14 ASPHALT IR-0- 0- r= I-514INGLES Q EA GUTTER AND Z DOWNSPOUT O x8 FASCIA BOARD TO MATCH EXISTING TYPICAL V � O 3 °- O N - O NEW STUCCO Z SIDING TO O NEW 18" THK x 24" A MATCH t� GONG BLK PIER BEYOND EXISTING W S DETAIL �'B" l!r, L EE D TA PICA ® Z QU. FL EL j Z z � o m - w SCALE: 1/8"=1'.0" Q > O J . O F- O Z co z W z � — O v cn 57<w w F- O F- ad z• r .i y Q p a W J• w z 3 ;, F w Q Z u W• v w v Q N O W• w x r V r F- - N We OF New Y S� E q Nti -PROJE NO: 1309 DRAWN BY: UT CHECKED BY: NS DATE: NOV 6, 2017 SCALE: 3/16" = 1' - 0" SHEET TITLE: PRODUCTIOP BUILDING ELEVATONS SHEET NO: Ron BUILDING PERMIT DISAPPROVAL REVISIONS: LOCATION MAP Long Island o ' C� oLnd \ JUL 2 6 ZONING \\\\\\ r R-4O DU1LD1NG D=. m � d 'OWN OF SOUTHOLD m ITE Long ELIZABETH BG. s /9 '"� �oJ 'h�4o4s � N ?° EORGES � Creek s >0 0ZON NG oz IN, �� a 0 Py SCTM:2� �4g 6gD 100 r ry-510 N7 cy\SOP-3-4.12/P0 30, NT,g kT Q /48 .mUATAUok zoo ic"L, 6 ,KEVIN p=o 8 - & ooCSHANNON �3 SCTM # 1000-51-03-4.11 2.7 Acres Dev Rgt Intact zSITE ZONING SCTM # 1000-51-03-4.12 0.22 Acres Dev Rgt Intact AC SCTM # 1000-51-03-4.13 3.6 Acres Dev Rgt Sold O �- SCTM # 1000-51-03-4.14 18.8 Acres Dev Rggt Sold �— souNowEw AVE LLC SCTM # 1000-51-03-5 0.736 Acres Dev Rgt Intact TOTAL SITE AREA AFTER MERGER: 26.056 AC W Q Z PROPERTY: 5415 Old North Rd. ANN ADDRESS Southold NY, 11971 a ANTON' w TURCIC - OWNER: OLD NORTH BARNS LLC 06 W Claudia Purita 1995 Soundview_r Southold, NY 11971ve. (n g FRANK z 5 88 26' S0" E 175.00 O O PATRICIA i ZONING: AC .� DENICOCA SURVEYOR: Peconic Surveyors PO Box 909 FRANCO PURITA a 1230 Traveler Street Southold, NY 11971 CHARDOMNAY WOODS LICENSE #49618 O j HOME ASSOC z (OPEN SPACE) O W = M GHAIRDONNAY DR. ;n LANE O r to In I l CHARDOINNAY WOODS I HOME ASSOC FRANCO PURITA (OPEN SPACE) i Uj O � m - I , O 5 88 26' 50" i I 06 Z Ln ISI Y ' \ I I aO >0 . N . � }}. W J• C.) W 3 ; LLF W• a °x -� Ii TRIBERRY FIELDS LLC 1 1 (AGRICULTURAL RESERVE) ZONING GK AC \ \ F\ NEwy\ I ZONING ��P y�.srF °�',� 1 � AC Q- v SCTM # 1000-51-03-4.13 _ !` �r (DEVELOPMENT I 2 ' LANDWARD LIMIT OF FRESH RIGHT SOLD) I O17Qr v� WATER WETLANDS A5 DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, ROJ CT � l 0701 INC, ON MARCH 6 2014 _ TBACK �Zi �g - _ _ DRAWN BY: UT I%Al 3� WI I © CHECKED BY: NS w61 I SCTM # 1000-51-03-4.11 TA5TING, CHARDONNAY WOODS - l)j I ZONING Irs ROOM DATE: HOME ASSOC / NEW ADDITION \�)IBUILDING, JULY 16, 201; (OPEN SPACE) / m l I AC s/5TNG, 1 _ T :.., z I (DEVELOPMENT SCALE:� ' � �, N 86 03' 3o_w_237.oa' I I _RIG,HT5 INTACT) V 1 100-0 RELOCATED - I N g , , , In SHEET TITLE: DWELLING ' N ' _�_ft o N sb' 30" E o N OVERALL :r. : Q 0 N86 03' 30" W 17056' PROP05ED WINE - �Ig,I>% . "t I o SITE PLAN �`I: r �' ALBINA PRODUCTION BUILDING, _ 5 — _ SAWICKI ?''? W WALTER SAWICKI 0WALTER WALTER m SCTM # 1000-51-03-5 m �JR WICKI sawlcKl (DEVELOPMENT I Z N I NG z RIG,HT5INTACT) m1m 13 N 86 03' 30 z C w 185.0 86 3' 30 W IG, 53 ENTRY _p�� SHEET NO.: OLD NORTH ROAD �Y EXISTING 15 FT UTILITY EASEMENT �� PROPOSED 15 FT UTILITY EASEMENT ?� N ZONING boo", NSITt " LA AC SCALE: 1" = 100'-0" BUILDING DEPT DISAPPROVAL I I I I I REVISI NS: II Ili I 5ETBAGK - I I I I I I 1/4/16 1/26/16 ST _ 1 NT I6 O I Llt�it or- SCTM fSCTM # 100 , -5 -03- .1 LD&Eol- SCALE: LOPMENT IGHT5 S�OLb) I O 05150" N- 5 iO SITE PLAN APPROVAL GRANTED �EXISTING PPRo�E MARCH 10, 2008 AND AN EXTENSION o z ui SHED GRANTED ON JULY 6, 2015 FOR o STRUCTURE �•►CONSTRUCTION OF A NEW WINERYSCTM # 1000-51 -03-4.11(DEVELOPMENT RiGHT5 INTACT) WAPPROVEDWINERY x I APPROVEDPARKINGAREA zW> I SCTM # 1000-51 -03-4.'13(DEVELOPMENT RIGHTS 50LD) /001 moo— , O EXISTING PROPERTY 6O330„ I�a.00' Nab03' 30 LINE TO BE ABANDONEDNS1 3z PO3OINIq2 .T I O0 WJzEX15T. WZ- ujQZ GARAGE I.I.I LL! t OW 1 1 2QEDYGE QUI 1�t1��`-°;��'-' 1�17I IO STORE L ;� �,;,,;,,:;; EXIST. 'ROfi�05E17-WIt� O EXI TI1� GARAGE STRUG URE F0x ET ryFEwPO L S1 2O10EXIST. > .� 53EXIST. ter.%. r' '' ;;i` / /, o m51DENGE 51 RE DENGE �. p r %i —i/ P OEC J T 7' 0 01 DRAWN BY• UT CHECKED BY: NS EXISTING CONCRETE I Z DATE:CRUSHINGPAD ONCRUSHING PADJULY 16, 201: GRADEO G E I rn y SCALE: „ ! 201-011 SHEET TITLE: LAAVAPi'ROVED DKENrE- A — — �t�iV�fN��'' IDR11(EWAY5 ��Xt5T1NG� I1= ENLAR ED PG G. Y7ciS TE 1 0 5PLAN CTI�II 00S # .. 1N 30(DEVELOPMENT RIGHTS:.�NTP�GT '' 60X15TING PROPERTYOLINE TO BE ABANDONED QL�03 30 SHEET NO.: 1"=20-'-0" BUILDING DEPT DISAPPROVAL RESIDENCE RESIDENCE RESIDENCEREVISIONS: cuRe ZONING \\ LOCATION MAP Dec 12, 2017 / CUT CURB \ I CUT 'RE�DENCE R-4, \ Dec 19, 2017 \\, \ \ RESIDENCE \\ Mar 8 2018 CURB \\\ RESIDENCE \ \\ \\ \ \ \ \ \' RESIDENCE \ \. \\ \ v \ \ CUT RESIDENCE \ \ \ \ \\ / sow �\ RESIDENCE \ \ e\\ �\.. \„ „•. ;\\ \.;,.' \\C\ 0 GARAGE �`:,,�\�;:o\•�•�:�.� �:��\�:�� \�\\� •�� \\��\� CURB - \ •\�\\�,\\ \\ .\;�� \ >J.\o;�� \\ \\\\•\ \.:;\\`C \\:.�;.;\ \\•: �$ P7- � LD CUT I I _ F CURB a GARAGE GARAGE I r CUT GARAGE GARA E CURB GARAGE M CUT CURB CURB GARAGE Je ITE CUT CUT CURBCURB ❑ \CURB Ctrr CUT CURB GARAGE 1 <,9 r LonCUTg Q ELIZABETH G. 1 OJ hfh y N �� Creek GEORGES CD I 5 >0 9 - o I N I �4/ �30\3$ p/ 50Uh117`111=W A�� 1 I 'Qq r \ I co CD 3' o ZON NG N/scrM / � 14868, / Cctri� 36x.3►, I 2 U fq RESIDENCE I 6,/ (D 'ODG ry I I 70 sNT,4 3\ crJ l\ p _O u W W $ RV/ �to`° M I Y zoo Q 48.6 , `fl I I ?g 611 KEVIN o=oJ(65) 8 I I a LL r o�NSITE o W ° I �4/��CT I KATHERINE �$a I I GARAGE 'O ZONING i I SCTM # 1000-51-03-4.12 Z SCTM # 1000-51-03-4.13 AC I I SCTM # 1000-51-03-4.14 0 W SOUNDVIEW AVE LLC I I SCTM # 1000-51-03-5.1 (merged 1000-51-03-5 & 1000-51-03-4.11) (, LL Z j I PROPERTY: 5195 Old North Rd. Q LL N N I I ADDRESS Southold NY, 11971 RESIDENCE I ANN & I I OWNER: Old North Road Barn LLC 08 0 ANION W I Southold, NY 1 971 (� yr 6195 Old North Road Z I i TURCIC � I I I ��!!�� 0 SITE. DEVELOPMENT RIGHTS SOLD - 21. C —� �' I I DEVEL P _ I I O MENT RIGHTS INTACT- 4. 13D z AC Y 1 6 2018 O TOTAL SITE AREA: 26.056 AC LU Z 5 88 26' G,0" E 175.00' I W FRANK I PATRICIA I ZONING: AC I 1 DENICOLA I I fr;:j._,a;,i:i v�.s i 1;2C�. SURVEYOR: Peconic Surveyors TONNNZ OF SOLTI'HO > 0 PO Box 909 O 9 Q - � \ FRANCO PURITA i I 1 I 1230 Traveler Street J Southold, NY 11971 ° LICENSE #49618 W T cf�ARDONNAY WOODS I Z \� ( R€N SPACE) I I NOTE: ELEVATIONS BASED UPON NAVD (1988;), E— USC & GS DATUM Z P: 0, Q \ CHARD I _ WIL�8�RRY LANE I BUILDING AREAS: ONNAY DR. in WIDE I WINE PRODUCTION BUILDING: (12.695 sf toftal) _ 28 FT WIDE I I EXISTING BUILDING: 9,129 SQ. FT. / SCTM # 1000-51-03-4.14 I I PROPOSED BUILDING: 3,566 SQ. FT. W / I (DEVELOPMENT / R16HT5 SOLD) I DWELLING STRUCTURES (480 sf totals W / /HARDONNAY WOODS I i EXIST DWELLINGS: 480 SQ. FT. �... I HOME ASSOC FRANCO PURITA I I / (OPEN SPACE) I I 4 IU PARKING REQUIRED / o I I I WINE PRODUCTION BUILDING: inI I OFFICE AREA: 1,093 SF/100 SF/SPACE = 10.91 SPACES m l I I PRODUCTION : 4 EMPLOYEES = 4 SPACES — STORAGE : 3,096 SF/1000 SF/SPACE = 3.1 SPACES 200' I - I I NEW STORAGE : 3,566 SF/1000 SF/SPACE = 3.6 SPACES D I s 88 26' so" E ►7s.o I WELLING UNIT: 05 Z. I ' I • I I ONE FAMILY DWELLING: 2 spaces per dwelling = 2 SPACES 500 I I N 500' N <0 TOTAL PARKING SPACES REQUIRED = 24 SPACES TOTAL PARKING PROVIDED = 9 SPACES W/1 HC �' Q ,i 200' `\ I I I i TOTAL PARKING LAND BANKED = 15 SPACES ` ° N \ ii I C Q z i D � w• � � w LAND , a C4 LANDSCAPE AREA RECD. M W = , U i LANDSCAPED PARKING AREA REQUIREMENTS: * 10 SF OF INTERIOR LANDSCAPING FOR TRIBERRY FIELDS LLC I I EACH PARKING SPACE N rn I I (AGRICULTURAL RESERVE) I I • 1 I * 1 TREE FOR EVERY 10 PARKING SPACES * EACH SEPARATE LANDSCAPED AREA TO BE 100 SF MINIMUM W/ 8FT MINIMUM WIDTH ` I I 9 PARKING SPACES slv�&R'd r, ' "°' '' OF NE \ \ I I INTERIOR LANDSCAPING: ��,! 2.. � 0 I I 9 x 10 SF = 90 SF REQUIR� ��G� `�STFF<�� ZONING SCTM # 1 00-51-03-4.13 \ I 160 SF PROVIDED �y (D SOLD) TIN I AC TREES REQUIRED: RICH SOLD) \ I DING, 9/10 = 0.9 OR 1 TREE REQUIRED SITE PLAN APPROVAL GRANTOD I 3 TREES PROVIDED o� 1 LANDWAIkD LIMIT OF FRESH SEPTIC SYSTEM #2 CH 10 2008 AND AN EX SION I NATER WETLANDS AS WINE PDUGTION ' GRA TED SON JULY 6,201 FO '.LAVATION IN PS F,CTION REQUIRED DELI IATED BY SUFFOLK 11 BUILDING CONS UCTION OF A NEW WI�ERY I sTBI � I I II SA"S�ANITARY SYSTEMEN\/IRONNXNTAL CONSULTING I ,PR/O JE O:— };PARTMENT 1309INC( ON MARCH 6 2014 AcK ICHARDONNAY WOODS - _ DRAWN BY: I I HOME ASSOC 'Oj NO OUND -- \vy\ O 9 ,.t, i , ryp�� ,.� p� N 5 I I �`�da �1 Line{s) VIUST Be inspected By Tse,. UT (OPEN SPACE) ('J� WITHIN OJ N I I Suffolk County Dept. Of Health Se vicr',-4. I �-;��, / p F ��N g , �.,. r. , CHECKED BY: SEF SHEET I /� w RADIUS/ I © �\ I I Ca?n 8,s2-57,A, 48 E-icursIn Advance NS I - / �, POSED NEW o o To Schedule Inspection(s). #5 2/U I Oil SITE �— — ER5ROUND PU LIG 0 PROPOS sEPTIC SYSTEM #1 EXISTING I DATE: p 5GDH5 F #010-13-00b5 July 27, 2011 - WA R LINE FRO EXI5TIN6 I X APPRo DATE 2/a/16 OFFSITE FIRE I , LNLAR6r-MENT \ TO TASTI _ HYDRANT I = LINE pp �i 'NRE°, , \ , -� SCALE: 1 RI6H7+�� -t 0 BUIL i�,IN p I Suffolk County Depwunent of Health Servica 1 100'-0" RELOCATED LLING, -n'LI Approval for Construction-Other Than Situ Ir"€ ily SHEET TITLE: - - ��- I Reference No. C i o-1 3 00 0 Design FIQw 22 P N sb' 30" tut I D� I ` I NO wELL5� FOUND / ; : E Q� , 1 OVERALL ° 03 I Fit. J V E WITHIN RADIUS _ o Ixi i\ x I I O ' 30" w 170.56 I vse(s, G t ✓t SITE PLAN II :. 5EFTIG 5 STEM #3 : . , ALBINA PROPO ED TASTING I These Tans have b n reviewed for eneral con ance withSuffolk SAWICKI WELLING0 < I WALTER ❑ ROOM ILDINS I I County Department of Health Services standards,relating to water supply I I EXISTI 5 TORASE }' I OSAWICKI WALTER WALTER 5GDH5 F and sewage disposal. Regardless of any omissions,inconsistences or lack , ' m SAWICKISAWICKI #CIO-13 0005 / I of detail,construction is required to be in accordance with the attached BUILDIN POSED m SCTM # 10 0-5 3-5. — I JR / permit conditions and applicable st ndards unless specifically waived by WINE DUCTION z CURB (DEVELO N , jED / �� / the Department. This approval 14res 3 years from the approval date, '* OLD NORTH BUILDING CUT RIGHTS T 'in cu B «° �°D 25 FT WIDE C N Cet rB cue unless xtendtedorrenewed I I 1 TRY 8 3' I6 c 2 I�p N --- / SHEET NO.: \ R� i G SHEET Ap val Datee n. f' r° `` 1 PROPO ED NEW OLD NO Ro,gD 25 FT WIDE _ SEE JH E E T 1 UNDERG,ROUN> PUBLIC NEW ADDITION PUBLIC WA R / WG � 1 WATER LINE FROM ROAD MAIN IN RO #U5 FOR SITE TE / 1 TO RELOCATED D�ING, ` \ TE BUILDING, ADDITION ENLARGEMENT / " �� UNDER CONSTRUCTION �� / TOWN PLANNING BOARD SCDHS PROPOSED NEW UNDERG,ROUND PUBLIC SCA��,� �'�O��D��_ _ WATER LINE FROM WATEFF,LINE IN ROAD i SUBMISSION L _ _ _ TO PRODUCTION BUIL.DtNr.7 i SCDHS Ref #C10-113-0005 EXISTING SEPTI REVISIONS: SYSTEM TO BE 1 POSED SEPTIC SYSTEM #2 REMOVED FOR PRODUCTION BUILDING LINE - MENT 52 54 15 FT UTNTTM 56 October 13, 2016 SEPTIC TANK 1,200 GAL (5T) RIGHTS SOLD NO / January 19, 2017 PROPOSED STORM-, ROP05ED STORM 8 FT DIA x 4 FT LD PROPERTY LINE OF DEVELOPMENT' / February 20, 2017 WATER SYSTEM WATER SYSTEM HOUSE TRAP * LEACHING GALLEY (LG) RIGHT LD - NOT �+( March 8, 2017 SEE CALCULATIONS FOR SEE CALCULATIONS FOR CLEANOUT (6) 8.5 FT x 4.75 FT x 2.5 FT TER INE Dec 12, 2017 SIZES OF DRYWELL5 SIZES OF DRYWELL5 TYPICAL FUTURE EXPANSION (EXP6) ' �.�� Dec 19, 2017 LEACHING &ALLEY I \ / ©March 8, 2018 EVE OPMENT EDGE AVIV (3) 8.5 FT x 4.75 FT x 2.5 FT PMENT RIGHTS SOLD ° ° W 5,\ / \ --J DW 11 II 1 LINE OF RIGHTS SOLD - NOT A 50 LINE OF D LO 201 ° ° d d ° °I I I D IIE11 I-- / I PROPERTY LINE & a , ° M� F'- L6 L6 O a .� 2ci 8, O L& LG 110' ° d a ° ° DW ° O /,Y _ ° a O 28 EXP& �� +31.04 a ° a ;. d 1 ° a PA IN I/ EXPG - 1 In MAX ° N d d I' \+28. .{ _j �- - --� 31. 4+ 2 m �_ PITGI D° NEW GRAVEL ° /D 113 If\ ��\� � ST I GH DN 44 ° d d d ° °SURFACE °dl Ar \N P 1200 �_ ° ° ISTIN6 D IVEWAY 'l C� - 31.26 +50.87 d IDW "4ab"LAWN \ / PIT H 21� 30 7+ 31 6+ &AL ° o ° ° I_ ❑ 30.bt a1A ✓V.VJT d - /%i / D z z 30.85 - / o /, ......... z W ,/;!iii//�,� W +30.6 TURP RETAI INC L I I DW IIE II / j / 1r1 FL / / / / ' /% // / / ,// /;r ,i/ RELOCATED DWE LL N 1 /// � 1. \ / � / / / / / / � % / � � , ° ' //�/ //// / / /. // / j ' OSS FLOOR AREA. \ /" // / / / / // // /. ,i P OP SED 5 OR 480 sf /' W TER SYS SEES 11ELSO ATIONS F R NO BASEMENT OR / / / ;�i / /� / /, , I CRAWL SPACE / // \ \ / % / / / / / F DRYWELLS LJL FIRST FLR. ELEV. 30.0ON 28.5 �//�� // f, , , , ,/ _//,z, �-- % IDW G / / / // / � i;�%, - ,,./ // /',./i „ ��;. ; i, L til M /-' � i ,.,/� �yy _ / /////,, � W PROPOSED NE / ///,, /// W ';/ ,;,j:/; _ / , / / / "/ . / / / / /ii/�/ i ji� r, UNDERGROUND PUBLIC / � ,/ / / / �U I L I IV�7 / / /'�' //�//,,' �// PITCH DN / / /' / WATER LINE FROM ROAD, �/ / /i//�/ " / / / / /' DIA 54 BELOW GRADE // , , -;:; II 11 / / / ,�- / / / / ,/ /�/r/// /, / / ' , / Dyi / / / /, / '; / /i i'' / r, // / a' , / / / /' / / // ,i/ /moi / j„/, /�,, // LL I5TIN6 SEPTIC \ / / / // / / / / / / / 11ND //' // // / /"/ :�C1f' O' / ' ,' / / / , /i // //�/ ./ , ri/' / ,/ r i% / i , . ,, / /6O SrR GT I d /��,/ PARKING / i / / FILLED A1ND / / ,;�/ ., 5 SPACES EXIST // �O XS :� / %/// ;�/'//��„�; ��% �///,/�/ / _ BAN / / i / i / / i' /// /' W / r//i , ,'�/ ,, / /N �/ SE i�T/Ofd // // /%�i// C� C�� i/ EQUI %/ / / � �� ' / / / /;r. /� AGE/ '// ////��//i �- � /� �� 'ii 111 / ; ;/ice i„ 'i/ GONG /FIRST/F.,EL 31.0// %% ��'% �/�' - ,. ;%TO;// / /, O SLAB / / / '1�0 # ASEME>�('F O / - / ' /' / �///.%/r �j/ ESP i�P�='VT EAL`iF� S- i ES # l / /,, / / / //� r,,i�,/,i,/; / „ SUFFOL COUNTY D 28 .� TEST H LE \ /' / i /, GRo55 / / ;h/ / '/�j/, j/ / /•/% / o w, �- Cn / / ///�' R wL � F o, /Ai�E // j///�/ //QUIL.I�.1 �///'//;;/K o eleV q.o / �/ F1f�;5T I`1. / / 7 / ' / /////��,; //' / PPRCV /5 �- / /, / / / /. V) H FUSE TRAP / , /J/ , / / / / ///i j �/, // �/ / /� C� S�FLdOR/. � // / / /// /i��/ , /i,,� �„ ;/��,,,,;/,�;!'� �; REFERENCE UMBER: x CLEANOUT / i / / //// ' ,'/' ;iii'/%'�'% ' � 8 :/ 6/ / F/ / /// / / / �,/, 0 f T10 // W TYPICAL I / // // // / ,, r ,�.;, F CIA`L COM SEE DI•tAWING of IIT DNS // ,;,,/ W - ISLAND / / � �/ / / / / / / / /// / '/r i/ !%/ /%'moi�/. . /i'i ,i% 1 I �/ /r / /i /� / / / / / / // // / i ////,if� 8;�5NT dF�, >///!;�'% ' / IEWE _ / / / / !'� ;� � RI�V R a INITI LS: PROPOSED SEPTIC, SYSTEM # / FOR DWELLING - - W PROPOSE K 00 G 5T O SEPTIC TAN 1,2 AL ( ) UNDERGROUND / / ;�/ / / / / / , / / / / / // i/'�/';'; % '°ii :'r/,:�i/ /%%!///,/,•r/r, , �- 8 FT x 4 FT LIQUID DEPTH - LP // /., /%'/ �//:'" O E IS 6 ELECTRIC _ / / i . / / / / ///i%ri / /��' ;';.'.., LEACHING POOLS (!_P) - / ' / " / I 5 RE O UTILITY LINE ;'� (6) 10 FT DIA x 2 FT HT _ - / / / !'' // / / / / / / // / / /,jrr ///' / ;// /i/,'✓/ �r , /, LP 1 O E OVER ,; P FUTURE EXPANSION (EX ) O // (5) 10 FT DIA x 2 FT HT 28.5+ _ _LP /!/ii/i////;;%� /// LP PARKING i, , / / / /, ,; / / ,;/,., / /� / / r%, "' :iii i/ / �j ii i 4 SPACES / �/ /,' // / / / _ / , �, i"j •/ / / / / / / /ii i O //i„ ��/// Z. // /,, // LP EXP � /DW A ,/ ;/ / I'; /// ji///,�• /// /!i// %,'; ./'��%-i%%'j!/%i/ ,/ / / / / / j/ Z _ / / / / /� / / / /// /// // / ° / 30.8+ \\\ \ w �- LAWN - / _ ° ° ° _ IDGE LINE 201:7+ Ij' / 30.8+ ° ° ° ° \\ \ W 28.5+ r EXP _ _ - I \\ // // // \ P05ED° ° W. N 1 EXP _ °° ° RP,� VALVE �► °° • °° '4. EXISTING STRUCTURE _ _ - - 50.6 1 NEW CLEANOUT FOR NE \\ °8 ° ° °° ° a / - J 11 II "REMOVED" _ 1 INTERIOR FLOOR DRAINS \ ° ° • ° ' ° ° �° ° d 7 DW D DW DGE OF 1 PROPOSED NEW UNDERGROUND PUBL I \ -+ •` °°° ° ° , a d° `d ° ' V/ V' WATER LINE, 2"DIA, 54" BELOW GRADE \ ° ° AVIN& ° a 1 TO WINE PRODUCTION BUILDING d • \ ROP05ED STORM -� 1 4� WATER SYSTEM x 1 NEW UNDERGROUND WASTE LINE FRO y 1 NEW INTERIOR FLOOR DRAINS TO \ ° • ` . ° ° I D EXISTING WASTEWATER SYSTEM ; \ NEW CONCRETE ° • ° / NEW CONCRETE 1 \ RU 16 \ SOF IVEyIr PAV I NC' 1 /0 UNDER a ° d • °NEW°GONGR�T a LAWN \ 34 co L.S TEST HOLE. # II 11 III 1 NEW PROPOSED UNDERGROUN M/ ° \ �F ab IDW tab ELECTRIC UTILITY LINE CbN5TRUGTION °° ° ° CRUSHING°PAD°. NO SCALE I / / EXIST G / WAY XISTIi�G 2 11 101 '�\ ° ° 9 +30;0 BY MARK McDONALD GEOSCIENCE \ _ CONCRETE 1 MIN \ °` ° a ° ° ROP05ED STOR� SOUTHOLD, NEW YORK 11971 6RA L SURFACE - ° WATER SYSTEM TEST HOLE DATA 6/14/16 ELEV. + 30.5 PROPOSED STOR \ CRUSHING PAD 1 - _ _ _ __ - - - -- - _ _ _�• ° ° ° ° ° DW "g" SEE \ E +30.0 Dyy IIB11 �a IDW a1B11° -- ° - ° a SIZES CALCULATIONS 0 WATER SYSTEM +201.0 G' 5 G 0.5 FT. DARK BROWN LOAM OL ° EXISTING WELL TO BE REMOVE -�\ \I +201.6 �0, M\N 1O, ' ` d r d ° d ° ° d3 5EE 5HEET U5 FOR '� n a 3.0 FT. BROWN SILT ML - \ (DW "tab"}'"_-_ �W Q2ab/ �,rc LP ' MIN ° �` . °a Q ° ° a d ° d ° CONTINUATION OF P�o7E NO: / �_ N O LP ° ° 5I TE PLAN 1309 9.7FT. PALE BROWN FINE SAND SPI IDW "2 b"r \/- 201 \ LP ° °,� ° "lab' ° d ° DRAWN BY: 11.0 FT. WATER IN PALE BROWN FINE SAND SP / \ \ O O �., 1/V /lab - +201.4 UT EXISTING DRIVEWAY Q�Tj� 201.4 ° O ° a ° CHECKED BY: WATER IN PALE BROWN FINE \ ° TO COARSE SAND SW � - �/ \ ��W „ ab GRAVEL SURFACE ° ° ° �L�RA�L �c° _--- � NS 17 FT. E STING 5gPTIG \ / I PITCH DN 201.6+ DACE ° COMMENTS: GROUND WATER AND HIGHEST POSED NEW L PROPOSED NEW U ERGROU C p,SPHp�{,, SURFACE ti DATE: Z STEM TO •BE �W tab IDW tab I 3 - �� ° a d July 27, 2016 I \ / PUBLIC WATER LI , 2"DIA, 54"' 4 ° �° 'L EXPECTED GROUND WATER ENCOUNTERED UNDERGROUND J \ / BELOW &RADE T RESIDENCE d �' 30 SCALE: 9.7' BELOW SURFACE, ELE11 20.8' PUBLIC WATER ABA�iflON�D \\ / \`J/ - ° d = _ LINE FROM ROAD, � � � ° AS ALT°PA�LIN6 ° 1 10 0 +2q•6 RADE AS REQUIRED TO SHEET TITLE: O 211 DIA, 54." N D&E OF PAVING ' 3011 yV 16153 SURF E FR01� TOY`�`I TEST HOLE. TP 3 rn BELOW GRADE LAN '�/rC 6Rp�VEL 511RFAGE N 866 03 R0r4D TO d°IO"FT B�0 PREVENT STORMWATER O k ASPHALT SURFACE EX15TING pRONI DRAII`�6E BASIN RUN OFF FROM SPILLING NO SCALE ENTRY TO BE I NLET,°SPEGIFICp,TIONS ONTO TOWN ROAD P RO D U CT I O� BY MARK McDONALD GEOSCIENCE _� I ABANDONED W PUBLIC O°MEET TOWN HI6HWA° BUILDING SOUTHOLD, NEW YORK 111971 X15 NG 5 WA SYSTEM # WATER METERS Tp,��+,1?DS ° OUTI PROPOSED NE a °20' ° X15TIN6 PUBLIC, WATER SITE TEST HOLE DATA 5/26/16 ELEV. + 29.0 -- +241.4 CROWNED TO PREVENT (I) LEAGHIf�IG POOL (LP)EXISTING) willow O3' 30" w 18'S 0 ASPHALT PAVI G 5 8 � Ni TO UNDERGROUND ° MAIN IN ROAD UTILITIES °.1«-1,� ,-��i��w Y ENTR1 2.0 FT. MIX SAND AND LOAM OL N Sbd TOyyN ROAD T STORM WATER RUN-OFF (2) 8 FT DI,A x 8 FT HT (EXISTING) P,(JBLIG WATER LINE 2) EXISTING ° 2�i/ GRADE AS REQUIRE FROM DATIONS TO MEET TOWN FROM LEAVING SITE AND LEAGHINC7 POOL (LP) FROM ROAD, 2" DIA, PUBLIC WATER ° a a ° ° ° PLAN 5.8 FT. GREY CLAY CH SPEGIFICA ENTERING TOWN ROAD 54" BELOW GRADE VALVES TO PREVENT HIGHWp'►'�' STA DARDS SYSTEM (1) 8 FT Dlf x 8 FT HT (NEW LP) i STORMWATER RUN OFF NEW LEACHING POOL SHEET NO.: 7 FT. WATER IN GREY CLAY CH FROM SPILLING ONTO .� W DR SWAY ENTRY TOWN ROAD WATER IN BROWN FINE OLD NORTH ROAD Rffw" �ED PL A' N TO MEDIUM SAND SP 17 FT. NEW RELOCATE SCALE: 1"=10-'-0" TOWN PLANNING BOARD COMMENTS: GROUND WATER AND HIGHEST UNDERGROUND SCDHS SUBMISSION EXPECTED GROUND WATER ENCOUNTERED ELECTRIC, UTILITY LINE 5.8' BELOW SURFACE, ELEV 23.2' SCDHS Ref #C10-13-0005 DRAINAGE CALCULATIONS FOR REVISIONS: HEAVY DUTY LOCKING WINE PRODUCTION BUILDING ROOF SANITARY CALCULATIONS October 13, 2016 CAST IRON FRAME AND January 19, 2017 COVER TO GRADE DRY WELL AREA x RAINFALL x RUNOFF FACTOR I. ALLOWABLE DENSITY Dec 12, 2017 x'. •�: .. FINISHED GRADE .. .. March 8, 2018 Roof A 1,338 SF x (2/12 FT.) x 0.9 = 200.7 CU. FT. TOTAL ACERAGE: 4.4789 AC TRAFFIC BEARING2011 USE: (2) 8' DIAMETER x X-6" HIGH POOL (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) Y. = TOP SLAB 8 THK (DW-A) (2) 8' X X-6" STORM DRAIN RING = 295.7 CU. FT. HYDROGEOLOGICAL ZONE: ZONE IV } PROVIDED REQUIRED WATER SUPPLY: PUBLIC WATER 4" typ 7'-lO" INLET 295.7 CU. FT. > 200.7 CU. FT. ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. J MIN. 4" ® 0 0 Roof "B" 31219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. Q '*• s O DIA SDR N 55 PVC, ® � USE GROSS OVER PIPE USE: (3) 8' DIAMETER x 4' HIGH POOL II. SANITARY DENSITY CALCULATION Z BETWEEN THE MIDDLE 8.5 N PIPE ® ® D D (DW-B) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. 0 PITCHED ® ® � N RINGS AND THE FOUR PROPOSED TASTING ROOM BUILDING: (SEPTIC SYSTEM #1) OUTSIDE RIN6S, EIGHT PROVIDED REQUIRED "MAIN" I"- > MIN. 506.7 CU. FT. > 482.9 CU. FT. 1. TASTING ROOM MAIN (5 GPD /Occupant) � HEAVY DUTY LOOKING Ing„�I, ® ® W INCHES, ABOVE THE 5 GPD X 84 Occupants = 420 GPD CAST IRON FRAME AND a- Roof "C" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. 2. WINE PRODUCTION (0.04 GPD/SF) Q O COVER TO GRADE 5' MIN. - IO' DIA. USE: (3) W DIAMETER x 4' HIGH POOL 0.04 GPD X 1,770 SF = 70.8 GPD Q 1=1 ISHED GRADE MIN. ABOVE HIGH (DW-C) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. 3. OFFICE SPACE (0.06 GPD/SF) 4"-6" BRICK2011 z Q ARECORDED GROUNDWATER PROVIDED REQUIRED 0.06 GPD X 267 SF = 16.02 GPD a LEVELING COURSE TRAFFIC, BARING BACKFILL MATERIAL 506.7 CU. FT. > 482.9 CU. FT. 4. RETAIL (0.03 GPD/SF) Z W LU TOP SLAB 6 I,2 THK N TO BE COARSE Roof "D" 2,440 SF x (2/12 FT.) x 0.9 = 366 CU. FT. 0.03 GPD X 347 SF = 10.41 GPD Z ,,.:.• ,:,:• ;. ,:i SAND AND GRAVEL INLET ::::,�, :, l�•. USE: (2) 8' DIAMETER x 5' HIGH POOL 5. RETAIL (0.03 GPD/SF) I..• ©� TYPICAL LEACHING POOL DETAIL - MINA -� 1 ' 0.03GPDX180SF = 5.4GPD o JDIA SDR o 0 0 0 0 0 I N.T.S. (DW-D) (2) 8 X 5 STORM DRAIN RING = 422.4 CU. FT. 6. STORAGE 0.04 GPD/SFen W 0 55 PVC, o o 0 0 I , SEPTIC SYSTEM #3 RESIDENCE PROVIDED REQUIRED 0.04 GPD X 671 SF ) 26.84 GPD ® 0 cy 422.4 CU. FT. > 366 CU. FT. O PITCHED o o D D I HEAVY DUTY LOGKIN 44 = PROPOSED WINE PRODUCTION BUILDING: SEPTIC SYSTEM #2 Q 0 IYTOPPER OR Roof E 2, 0 SF x (2/12 FT.) x 0.9 366 CU. FT. ) > MIN.I, o 0 0 ® I CAST IRON FRAME AND END PLUG 7. PRODUCTION D U CTI O N 0.04 GPD/SF)F 06 Z iu 0 0 0 0 0 0 0 1 COVER TO GRADE USE: (2) 8 DIAMETER x 5 HIGH POOL ( ) (DW-D) (2) 8' X 5' STORM DRAIN RING = 422.4 CU. FT. 0.04 GPD X 4,940 SF = 197.6 GPD co 0 5' MIN. 8.5' PROVIDED REQUIRED 8. OFFICE SPACE (0.06 GPD/SF) Z _ 422.4 CU. FT. > 366 CU. FT. 0.08 GPD X 1,093 SF = 65.58 GPD N 9. STORAGE (0.04 GPD/SF) 0 m MIN. ABOVE HIGH RECORDED GROUNDWATER 0.04 GPD X 3,096 SF = 123.84 GPD F- W BACKFILL MATERIAL SEWER PIP DRAINAGE CALCULATIONS FOR 10. STORAGE (0.04 GPD/SF) a.,�.7 TO BE COARSE O� WE WINE PRODUCTION BUILDING DRIVEWAY 0.04 GPD X 3,566 SF = 142.6 GPD • -° °°' ,��+a, SAND AND GRAVEL 50° ELBO _ - 1L%a OF HEALTH SE I AREA 1a: CONCRETE 1,260 SF x (2/12 FT.) x 0.9 - 189 CU. FT. SUFFOLK�COUttiYOEP .J TYPICAL LEACHING GALLEY DETAILa4AREA 1b: GRAVEL 742 SF x 2/12 FT. x 0.7 = 87 CU. FT. APPRCV D 0 O O N.T.s. TOTAL: 276 CU. FT. ( ) EXISTING RESIDENCE: SEPTIC SYS EM #3 NCENv�sEa: C,/0-13 -0005 _ SEPTIC SYSTEM #2 PRODUCTION BUILDING 11. HOUSING UNIT (150 GPD/UNIT) TYPICAL CLEANOUT DETAIL USE: (2) 8 DIAMETER 4'-0" HIGH POOL 150 GPD/UNIT = 150 GPDCOON . .. SEF DFZAWi�tG#._�. � O M N.T.S. (DW-lab) (2) 8' X 4'-0" STORM DRAIN RING = 336 CU. FT. TOTAL SITE DENSITY FLOW = 1 2 9.13 GP , Z: � O PROVIDED REQUIRED EV% IN{TlALS• 336 CU. FT. > 276 CU. FT. PROJECT NOT OVER DENSI AREA 2a: CONCRETE 3,824 SF x (2/12 FT.) x 0.9 = 574 CU. FT. V. SANITARY DESIGN FOR WINE PRODUCTION BUILDING SEPTIC SYST #2 AREA 2b: GRAVEL 4,594 SF x (2/12 FT.) x 0.7 = 536 CU. FT. SEWAGE DESIGN FLOW: W TOTAL: 1,110 CU. FT. 6. PRODUCTION (0.04 GPD/SF) W_ USE: (1) 8' DIAMETER 27' HIGH POOL 0.04 GPD X 4,940 SF = 197.6 GPD F- or USE: (8) 8' DIAMETER 3'-6" HIGH POOL 7. OFFICE SPACE (0.06 GPD/SF) O (DW-tab) (8) 8' X 3'-6" STORM DRAIN RING = 1,182 CU. FT. 0.06 GPD X 1,093 SF = 65.58 GPD PROVIDED REQUIRED 8. STORAGE (0.04 GPD/SF) 1,182 CU. FT. > 1,110 CU. FT. 0.04 GPD X 3,096 SF = 123.84 GPD 9. STORAGE (0.04 GPD/SF) AREA 3: GRAVEL 2,003 SF x (2/12 FT.) x 0.7 = 233.7CU. FT. 0.04 GPD X 3,566 SF - 142.64 GPD USE: (1) 8' DIAMETER 5.6' HIGH POOL SEWAGE FLOW FOR WINE PRODUCTION BUILDING = 529.66 GPD PROVIDE or USE: (2) W DIAMETER 3'-6" HIGH POOL 1 ad z TRAFFIC HEAVY DUTY LOCKING (DW-3) (2) 8' X 3'-6" STORM DRAIN RING = 296.6 CU. FT. BEARING CAST IRON FRAME AND PROVIDED REQUIRED VI. SANITARY SYSTEM REQUIREMENT FOR WINE PRODUCTION N a• SLABS 8" THK COVER TO GRADE - 296.6 CU. FT. > 233.7 CU. FT. BUILDING (SEPTIC SYSTEM #2j FINISHED GRADE ' o AREA 4a: CONCRETE 600 SF x (2/12 FT.) x 0.9 = 90 CU. FT. SEPTIC SYSTEM - 529.66 GPD w J• W� a W 2 AREA 4b: GRAVEL 3,203 SF x (2/12 FT.) x 0.7 = 373.7 CU. FT. 1.SEPTIC TANK (ST): 529.66 GPD x 2 DAY FLOW = 1059.32 GAL w : .; . TOTAL: 463.7 CU. FT. USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) a o •• W• a S INLET--> = USE: (1) 8' DIAMETER 11' HIGH POOL 2.LEACHING GALLEYS ( LG ): 529.66 / 1.5 S.F./GPD = 353.1 S.F. a �• 5 MIN. 4" DIA or USE: (4) 8 DIAMETER 3'-6" HIGH POOL USE MINIMUM (6) - 8.5 FT x 4.75 FT x 2.5 FT 5DR 55 PVC, FLOW OUTLET MIN. 4" (DW-4ab) (4) 8' X 3'-6" STORM DRAIN RING = 591.3 CU. FT. EFFECTIVE DEPTH (6) - 8 FT x 4.75 FT x 2.5 FT = 397.5 S.F. co c PIPE PITCHED ; - MIN. I/4"/I' LINE: �t i; DIA 5DR 55 PROVIDED REQUIRED PLUS 50% EXPANSION (EXP): 3 - 8.5 FT x'4.75 FT x 2.5 FT PVC, PIPE 591.4 CU. FT. > 463.7 CU. FT. Q PITCHED MIN. AREA 5: GRAVEL 1,976 SF x (2/12 FT.) x 0.7 = 230.6 CU. FT. VII. SANITARY DESIGN FOR RESIDENCE SEPTIC SYSTEM 3 SEWAGE DESIGN FLOW: USE: (1) 8' DIAMETER 5.5' HIGH POOL 9. HOUSING UNIT (150 GPD/UNIT) oFNe� or USE: (2) 8' DIAMETER 3'-6" HIGH POOL 150 GPD/UNIT = 150 GPD �� L.SYo (DW-5) (2) 8' X 3'-6" STORM DRAIN RING = 296.6 CU. FT. SEWAGE FLOW FOR RESIDENCE = 150 GPD PROVIDED REQUIRED 296.6 CU. FT. > 230.6 CU. FT. a-o VIII, SANITARY SYSTEM REQUIREMENT FOR RESIDENCE (SEPTIC SYSTEM #3� , DRAINAGE CALCULATIONS FOR SEPTIC SYSTEM - 150 GPD SEPTIC TANK ST 150 GPD x 2 DAY FLOW = 300 GAL 0179,,' - SEPTIC TANK - 1200 GALLON 1' DWELLING BUILDING ROOF USE MINIMUM: 200 GAL SEPTIC TANK 8 FT x 4 FT LIQUID DEPTH 1 sA N.T.S. SEPTIC SYSTEM #2 & #3 ( ) DRY WELL AREA x RAINFALL x RUNOFF FACTOR 2.LEACHING POOLS ( LP ): 150 / 1.5 S.F./GPD = 100 S.F. RO T o: Roof "E" 480 SF x (2/12 FT.) x 0.9 = 72 CU. FT. USE MINIMUM ( 6 - 10 FT. DIA. X 2FT. HT.) 1309 USE: (1) 8' DIAMETER x 2' HIGH POOL EFFECTIVE DEPTH ( 6 - 10 FT. DIA. X 2 FT. HT.) = 300 S.F. DRAWN BY: UT BU I LD I NG WALL 1 (DW-E) (1) 8' X 2' STORM DRAIN RING = 84.4 CU. FT. PLUS 50% EXPANSION (EXP): 3 - 10 FT DIA x 2 FT HT CHECKED BY: FF EL 50.0 PROVIDED REQUIRED NS 84.4 CU. FT. > 72 CU. FT. DATE: GRADE 25.5 FT. _EXISTING WASTE WATER PROCESSING (WASTE WATER SYSTEM #5) July 27, 201E LEAN OUT BUILDIN& WALL FF EL 51.0 EXISTING PRODUCTION AREA SCALE: 1„ = 101-0" GRADE 30.x2 FT. WASH DOWN OF WINE MAKING EQUIPMENT 500 GPD 5, GRADE 28.5 FT. GRADE 28.5 FT. SHEET TITLE: I' MIN. 2.5' MAXLEAN OUT GRADE 51.26 FT. GRADE 51.04 FT. TOTAL WASTE WATER PROCESSING 500 GPD I' MIN. 2.5' MAX. WASTE WATER PROCESSING REQUIREMENTS: PRODUCTION . . x Z, / �_� 4" T. MIN WASTE WATER SYSTEM - 500 GPD BUILDING I/ TOP OF POOL TOP OF SLAB TOP OF SLAB 30.04 FT. 1.LEACHING POOL : 500 GPD x 2 DAYS FLOW = 1,000 GAL SITE SEPTIC LEACHING 21.2 FT. I/4"/FT. MIN 50.26 FT. TOP OF POOL (1) 11200 GAL LEACHING POOL (LP) (8 FT DIA x 4 FT LD) (EXISTING) UTILITY IE. +2"i.55 IE. +2-i.45 .1•A�IfG POOL SEPTIC IAS /FT. LEACHING 2q5SF / GPD = 333.3 SF.5 FT. 2.LEACHING POOLS 500 GPD / 1. DETAILS E. +26.15 BOT OF Pool GALLEY USE (2) 8 FT DIA x 8 FT HT POOL (LP) (EXISTING) IE. +26.8 z 25.2 FT. TANK IE. +21.�i 2.5 ft ht BOT OF POOL EFFECTIVE DEPTH (2) ( )8 FT. DIA. X 7.67 FT. HT. = 383.5 S.F. SHEET NO.: GROUND WATER IE. +21.16 IE. +21.26 27.0 FT. PLUS 50% EXPANSION (EXP): 8 FT DIA x 8 FT HT 8 ft. MIN. 25.2 FT. IE. +21.11 iv z 5EPTIO TANG W/ GROUND WATER MONOLITIG BASE b.q' 5.5 ft. 25.0 FT. TOWN PLANNING BOARD SEPTIC PROFILE FOR DWELLING SYSTEM 0SEPTIC PROFILE FOR WINE PRODUCTION BUILDING SYSTEM #2 SCDHS SUBMISSION NO SCALE NO SCALE snnws Ra *m n.vi nnns REVISIONS: TEST HOLE #1 October 13, 2017 3 BY MARK McDONALD December 12, 2017 \\ I NO SCALE GEOSCIENCE December 19, 2017 Q \ SOUTHOLD, NEW YORK 11971 34 3 3 pC fl J.OPt` N-� RwAT5 501-0 TEST HOLE DATA 10/2/07 ELEV+37.0 33 I \ 0 0.5FT BROWN LOAM OL 3 FT. PALE BROWN SILT ML PALE BROWN SILTY SAND 8 FT. WITH 10% GRAVEL SM '' Il"� \ \ Q \ \ 1 \\ \ I \\ \\ RM 1ZO#D \ BROWN FINE TO COARSE SAND SW O 21 FT PA \_ \ \ // � � I � OP SEP . � NOTE: / 5E TIG SYSTEM STEM #I NO GROUNDWATER ENCOUNTERED COVERED SEE Sf-IEET # 5P I FOR / � � NO WATER \\ ENTRY OVERALL S 1 TE PLAN I 1 LP (I) 2 O SEPTIC TAN (5T) I \ \ \ \ \ O 1 FT A x 5 FT LD (ST) O / NO SANITARY 3T,QRA6E BUIL7DIN01- - i I (I) 8 TDI x 5 FT LD I I \ \ \ \ \ RETAI-RI - `- TEST HOLE #1 LP 6 A5E TRAP (6T) I 1 \\ \\ WALL >! '>%'' /,' ' ELEV + 57.0 W \ \ ; I I 0 (5) 8 DI X 12 FT. HT. Z W Dw /DAW I LE CHIN POOL (LP) Z 8x4/ Sxa� 1 O 8� (2) 8 T DIA x 12 FT HT (E " — I TERRACE I ST I E ANSI N POOL EXIS'�IN6 RETAIL 0 5OD 5 EE #010-1 -0005 I \ \\ � \\ `\ � // / I I I \ \ \ � � ,4 OGT I 1 BUILDINGN \ \ \ _ \ 0FFOVAL DATE x/16 WQ \NO ATER \ — / O NO 'SANITARY ; . \ \ / AT36 ax4pl-, I I 37.0 8 zV EXISTING \ \ IRRIGATION WELL ': ;/i j, / / ��,: j I \ \ \ *NON POTABLE a SPACES ENTRY / /;D <> - 0 I \ WATER OIL AND 35.5 +3 / I //T /%//o// // Y '� \ B 34.4 \` BL TONE 85.3 \\ % j% :ii �'" axl + /. � � SUR 6 , � ;i -%�j% FIRSt,. � :'d /D►� //: A ON ASPHAL 1� /' r r % i/ / 0 // W _Aqar \ PITCH \ y ;��. / /%y /; X `'y l ,., - -• •- LL GB T/P \ � �. I O O I PROP ED STORM - 34.a I / PITCH • _ . {iy �T.1 rr/% 0 SUFFOLKCOUNTY D -Iran �T OF HEALTH SERV"i :E Z ~ WATER SY57EM TYPICAL 3 5+ r T r / 3 ;3t11 .77,NC7' RUSHI 6 36.5 + PARKNCz W (n = G$ TM 8' \ %.`. /v, v, /. AREA -- �P P 2 1781" FLR,; D \ /� o- 3 +34.4 ,,;,i;.- / 8xI / 1 5.5+ Sg + j ;ELh ;S REFERENCE NUP4II$ER: '� (' P %, FARM ROAD Z / / O / DM _ I I T 1O\ , / I I7n 36 SEE DRAWING#„ OFF � I � : . � / Q► j�,%% ;:��%i; '/� :moi / + — _ � � x ♦^ I I S O / /.;, 36.3 -1 REVIEWER'S INITIALS: v♦ OIL'AND \ / N = x BLUESTONE / ✓ I O r J 3y \ i%% ir: % SURFACING. L 1 (`I O ON ASPHALT 1 EXIS ;,%; tST: ii 8 8/ a e/ I ' - W rn t iLLJ 1 A / _ I _TRANS ,'ii , � I X4/ 54 Z -- CA ------------ I I II / _ / �-- 6' O SEE SHEE->- UI FOR, -� I — �— — _ _ _� _ — �� Q� _ ----\ -------- ----- ------ / I"i0.� I— CONTINUATION 01= 31 '- - -//� i ► r _ --------------------- - \ — I�S.ca - 7 •/ N86 03' 30" �/ SITE FLAN I 15 FT UTILITY / I / \ EXISTING UNDERGROUND 034 O WATER, �/ 35 EI�SEMENT i 1 ( N 86 03 30 Y� 34 ELEGTRIG 4 UTILITIES LINE 35 NO SANITARY 51b 34 I — _ - -E-- - - -/`� i \GR AGE 1 O PROPOSED otS Z• I I � WASTE WATER SYSTEM #4 Z 35 N POSED NEW (1) 1,200 GAL, SETTLEMENT TANK (511.) ROPOSED STORM Q T ; EirRAVEL I ( / I I \ 6 FT DIA x 4 FT LD UNDERGROUND PUBLIC WATER SYSTEM TYPICAL rmlj I SJRFAGE I I I I \ I WATER LINE 2"DIA, 54" (1) 8 FT DIA x 12 FT HT BELOW GRADE LEAGHIN6 POOL (LP) W J• z W , (I) 8 FT DIA x 12 FT HT (EXP) _ = 4 z r 54 0 \ i EXPANSION POOL - M = • Q N 34 SGDHS REE G I O-13 000 w N = t POSED I I \ i I RET�41NIN6 I I \\ ; APPROVAL DATE 2/ci/16 Q F- ,�/ x, / wA L 01 4 S r I p \ \ I 2 TIN ,4DDITION TO \ I �UILI VINO UNDER \ \ I \ I / k0iE ' \ �Di11L�ftA(v/ . ION GONS' CJ TION \ \ I I ISLI i EXISTING UNDERGROUND 0701 Iii \ I DRIVEWAY ELECTRIC, 8 UTILITIES LINE DRAWN BY: GRAVEL , UT \ I \\ PROPOSED . \ W \\ i t_" \\I SURFACE ; CHECKED BY: NS VALVE PRopo�ED i y / PROPOSED G POSED \RETAINING I I\ RPZ VALVE f— DATE: ONGRETE UND RGROUND WALL 1 I \ �. Jul 27 2016 CRUSHING WA LINE INTO \ \ I \ _ E6PSCALE: PROD GTION . \ I� i \\ / O 1" = 20'-0.1 BUILDI 6 \ I \ zi I \ / 10' m �J'EE SH ET U I FOR \ � PROPOSED NEW 11 SHEET TITLE: \ \ I \ I \ / MIN UNDERGROUND PUBLIC \\ N TION o� \ I ` I / WATER LINE 2 DIA, 54 TASTING GRAVEL CONT) \ I \ I / m BELOW GRADE SURFACE ITE PL N \\ I C, \ 33.0 ROOM \ I xq � EXISTING BUILDING 1 � I PUBLIC WATER 1 \ \ 30 yy 161.53 \� 32 11 3 \ 34 MAIN IN RO SITE \ 118 O3 31 3 UTILITIES 183.0' 50 tA 86 03' 30 � EXISTING i �-- PLAN PUBLIC, TER y ® SHEET NO.: MAIN IN �® ENTRY ® � I TOWN PLANNING BOARD I q L A R C%Q"Smm';41, 'N%`ff-)" I J` E L A^ N SCDHS SUBMISSION SCALE: 1 "=20-,-011 SCDHS Ref #C10-13-0005 REVISIONS: 1 T E EDAl"A R 2 SO SCTM # 1000-51-03-4.12 "~`=CO ;r,r SCTM # 1000-51-03-4.1 SCTM # 1000-51-03-4.14 SCTM # 1000-51-03-5.1 (merged 1000-51-03-5 & 1000-51-03-4.11) PROPERTY: 5195 Old North Rd. ADDRESS Southold NY, 11971 m OWNER: Old North Road Barn LLC 5195 Old North Road Southold, NY 11971 Iwo— SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC Z 5OUNDVIEA A DEVELOPMENT RIGHTS INTACT- 4.4789 AC VENUE 25 wj° 30, p0� Fr WID;: TOTAL SITE AREA: 26.056 AC O; eve mss$„ Qry SClowwwwo TM��g�4,-/48 0/ 365.31' ZONING: AC V �.� (bio°°,S� ory _ SURVEYOR: Peconic Surveyors ry03 � PO Box 909 D �� m 1230 Traveler Street Q W U)%0 Southold, NY 11971 LICENSE #49618 Z LL. >= Q O W �. F- Z ® W ® O � LL 08 (.) w Z Z _wJ O z 5 88 26' 50" E 175.00' m W O � o J Z 0 Q W cn I C' Is Z P: Q WILDBERRY LANE57< V) r ' I SCTM # 1000-51-03-4.14 W I I (DEVELOPMENT RIGHTS SOLD) W F , O w ' H O m — I �U 5 55 26' 50" E 175.0 ' I I I IF'I 06 Z N a• M I a O . W - WZ3 ; W 14 W• Laon a c', I�I W• N = i I I � �• V ' I I v+ V+ I I ��. OF NEyv�. \ S��G.t ' SCTM # 1000-51-03-4.13 \\ 9� Fi na-1 /9/y r-oVa� sSU� O (DEVELOPMENT - �-C n RIGHTS SOLD) ` r- !Uf6L-K 06UNY�d�PARTME-NI-Op HOAL1'N senvll�rlcl� 01 3- li / APPROVAL or CONSTRUCTED WORKS I EXISTING da'�f l 16 296 // RETAIL K.S.Ref.No. RCTJEC - 9e di..Fcs al arty!u�NI-vuPPI' uCiiitlQ 1309 �I BUILDING '- the SoN* bt this location hav4 Other cic DRAWN BY: � INSTALLED SEPTIC, -—_ J�� p'- _1r � CEttii'ied by tt;i,,[?t�p8rt;n°nt or�tt��ag�tlCi(2� UT Q,. SYSTEM #2, lut LQ aR�f llumd to be SutiSf4CtL� WINE PRODUCTION —1 PROPOSED FUTURE SEPTIG y �' 51_n_�+ _ CHECKED BY: NS SEE SHEET �_`,�� w BUILDING i ® © D' SYSTEM #I SGDHS REF 4�1_-O-,- `Iv' 4 #CIO-13-0005 APPROVAL Craig repp�r, P°E., Chief DATE: #u ) F O R' SITE - ° DATE 2/a/16 ,q K o of , r , , April 24, 2019 I }�I ^�yv E I`SI�LARC E'E E I�tT LINE op DEVELOP MEN low 100 -0\ -, I 9 O SCALE: DWELLING - LI _ r A ® L �.��\Q SHEET TITLE: ' o N 3 56' 3011 o �� OVERALL o ® I I o INSTALLS SEPTIC -Nab 03' 30" 17O ��' SITE PLAN - SYSTEM #3, rNNELLIN& r 0 I I PROPOSED FUTURE •('� 7 WINE �' O UNDERGROUND PUBLIC, PROP05ED FUTURE m '_� m TA5TING ROOM s r, ODUGTION m SCTM # 1000-51-03-5.1 WATER LINE FROM BUILDING SGDHS REF BUILDING - (DEVELOPMENT I�I I � ROAD TO TA5TING 1� ' z Low., RIGHTS INTACT) IN' In ROOM BUILDING #010-13-0005 OCT 2 2 2019 M OLD NORTH ROAD N 86 03' 30 W 161.53' F- �0 �_,.. , .... SHEET NO.: OLD INSTALLED UNDERGROUND NORTH ROAD PUBLIC WATER LINE FROM PUBLIC WATER ROAD TO DWELLING MAIN IN ROADrwI -N oft INSTALLED UNDERGROUND PUBLIC WATER N P N LINE FROM WATER LINE IN ROAD TO PRODUCTION BUILDING SCDHS AS BUILT SCALE: 1" = 100'-0" Qef itri n_oi z_nnnrz LINE OF DEVELOPMENT REVISIONS: RIGHTS SOLD - NOT A _�15 FT UTILITY INSTALLED SEPTIC, 5Y5TEM # PROPERTY LINE EA5EMENT FOR PRODUGTI ON BUILDING * SEPTIC, TANK 1,200 GAL (ST) 5FTDIA x4FTLD 1 * LEACHING GALLEY (LG) \�O _ _ - - - - - - - LINE - - - - - - (6) b.5FTx4.'15FTx2.5FT - - - - - -• - - LINE OF DEVELOPMENT aO1 I RIGHTS SOLD - NOT A I � PROPERTY LINE LG LG a LG LG LG I Z I O ILG -- I I— CS? DRIVEWAY I U ST I = w I " 11 �- I O ; r o // ;// i //,//,//,/// I w DRIVEWAY I\ /� ii :/ A �� ii' ';�"' ;/ ';;�•��;; %; /i%!'/ %%! , ,; / /,/' //�i,,'� ,� /,i//"�i;;-,/;;;/ ;/j;,,/j/j; I Z W W /% / / ,/// / ," ////'/////, /i //i //'/ /// /i//// /: /,/ i; // 7 %. ,/ i�' .1 "i / / ',', /, ///// i. // �',' % i': / //' / , / / j �',' /////i/X/',-,///` /,, /�/ /,////• //////�/, Z Itis DYiELLIN I/ / `/ - �- § , / /: / / /i /,' / / // / // i / I I - ,/" 1"1�1/1 ��/ / / X/ ��/"/ /, '1' / 'i , i' '/ '/ / ,/ / / // '/. /'/ ,','' 'i / / / / / '/ '/ / / // // / i, /' / I '/ / / , '/ / i. /' / / / //// // ii'/ ,�/i, /' / / p� /: / / / //' I a /' '% i /,' //'''i / / / / // /, /;, '/ / /' / /, 'i / i / "i/" / / ,/ i / , / / ii /j. , , i' /, ' /// / / /, /,''/ /// /i' /', /, // / //i; /i/' /' / / '/' 11 /. / / /' ' / /' i //' /, /' /. % / // / / i / '/ / '/ /; moi;- i / / / / /i i/ / %/ / ///' /','/% / // / J i / /.' / / / // 6 / // ', / m i / / %' / '// /' / / / / /.. m / / / 1� / i / / /, ,i i/'" , oIN / i;" i, / /; , i i i /'' / i /. / / / i / // / 'i 8 / / E / ,' INSTALL i i '/ i�: / / i-/ i '/ 2 1 W / / /, r / /' i / � I i / w O i%� i UNDERGRC UND / i i �% ;"i 'i / / i I i / 'i / G TER INE /, ,' PUBLIC WA L83 /, is a j. y i; / / i / i .l % i 'i / O /, /, a '/ / O �' i/ i i u i77 i /; / /, �i /' / % C 1 / i' // 6 // /i /%' / / / / /' / / J C.A // / / / i ; i ► O I // /. �/� 'Z7 m o i / i i c I i' 4.. / /%/ / i. :/ J % i i. ii // / w l f� / /''/ / — W ,, // % Z /'i i/% i' G i' 111 , / i / /' to / / / / W 1 /: / /, 2 -/ /. / /� 'i: i i /: c T i r"� ''i' %/ / i" li1 i i / f. / / J V♦ , i u- /' v ///' i / '/ /% V/ / W /', % / / /, /' i// /• // c V d ." 43 / / Lj '/ '% /' '/ // // "// / / � W a i / / / /. i /� I.L / /, // / .: CL /i/ /, /// /, / /, I 1, -'�' '/ tai w. /' , /, /i i %// / i' I '/ / / / / / / ^l // / / Z / / 4. L, / / t: / / / / � / / / t i/ Y�IIN �i�R01�lJGTIO r _ /i/ /, / // O %/ /;' /R / ,i, /, 11 / / / i '/ / LY C / / ♦r 5• ,' i / / ' / bJ tU O /'' 'i/.' '/ / / /i / / -1 r- V w..., / / a _ i lk- i / / / i; u. / i; i' /;', / J /, �, Rz� Q — / / / / 0 / / / / / / / i i i' / �, i V N �' z_, r � / / / ,� W %/' % iii' /' %: / / / /, // / /'/ // i/ i / / Z - / / / / i / / // / /' // cv 0 a STil %. / c�, O /. /' - / W / i / n� �i / i /. // / /, i, / / /,ii /- / '// / i / // // i / % / / ', '/ / /. / / / i /,' /. / / sr - I i" /� I / / '/� W / i / % / / / /" / a� i /' / i /. / /' / / YN 4 is / // // /i /'. / �"% L ii/% // i" o '// �/ / / i, i/ / i , i /, /, ,/ i ','/' / /, // / / / / / '/ U. /� // / /, /'/ /' '/" /' // /// / /' / /' �,' / // / / / /i /"i, % / / / i «• I U1 / //' / '/ // / '/ / o /' /, / d- ; / / // /, //' i i i '% �i• // / / / %% /' // ,, i% / / / �. '/ 'i' / / / / /,' /, /' /" // / / // // i / , '/ '% /' / 'i % is % / //' /, i/ / /' /i ;�,,/' {� / / /' L P /, , / i / �' i i' /. / /' /. 'Ir ,i 'i '�;' i' / // INSTALLED SEPTIC, SYSTEM �, //'' /, / ,/%/, / /. / //. / ///. •/ 'i / /" I // ij /, �, , / /. / / ER ,, ;, i / i /; ,. ,. I FOR TRAIL / / / i i /. / " i /" / / /" /, /, i / // / / i '/ /. / i / i i. i" iIF i' % // i / / % / / / O GAL aT 'i i" / // I SEPTI G TANIG I O �' 'i; /� 'i i % / i / /% / 'j. / /" i // /' / /i i ID DEPTH i F IQU '� bFTx4 TL /�' / I /, i, i / / i" /' i '/ // / /. '/,'/ i /i/ / / /. / % A I G POOLS LP LP / i. / / /i/ i'"// / i' , otS . LE GH N /;"' / ,/ /'i /, �'/i ,j. �/ice' -��/ / / / /" V" / / / / 610 FTDIAx2FTHT '^ '/ '/ /'//' / /' / /'/ / / ,/'// / // / / ///' / // LP i/ % , ,. ,' ,/. ,./i" ", //" /; /, iii /. ...I I� I ,'/ '"/, "/, /// "//� '/ i / / // '/ /// / ,�. /' '///// // Q L /, i rn , / / // / '/i :i, '/. /�,/ ',i/i ."// .i//, i/ "/"/:// /�i' //i/i ,i, , //i /,'/, "//i, '//, /i / W • F Z W ///'" / 'i i/� %" //' �// '/ //, /'// / J Q Z 1 //i 'i i" / , i ;, /,"' /, "i i ' NSTALLED 2 ', — : 'i i" ,j' / " ,i//,' " "/// / /,'' ''/ ''//IIIIIIIIIIIIIIIIII= I , ///, ,, /. • V uo W ! RPZ VALVE M = /" //j li '' // •/ / W• N 2 I '/ ililillimmm� U F- a I-• U ! U) U)• IN5TALLE PUBLIC, WATER LINE TO WINE CONCRETE I PRODUCTION BUILDING CRUSH I N6 PAD CONCRETE �e OF NEIV CRUSHING PAD ��G- L• SyF�`O,P� . * "* ' 0179 3 C� P OJIECZ,T D: DRIVEWAY / 1309 DRAWN BY: DRIVEWAY UT CHECKED BY: NS Z NSTALLED DATE: April 24, 2019 ?i UNDERGROUND � I PUBLIC WATER LINE f SCALE: N bbd 05 30 W 161.53 1" = 10'-0" 1 'f SHEET TITLE: �- AA m INSTPUBLIC, NSTALLED P RO D U CTI O 1, I 13 _.. ROUND — METERS PUBLIGGWATER LINEBUILDING kP - FROM ROAD XISTING PUBLIC, WATER SITE DRIVWAY ------IIIIIIIIIIIIIIIII' _ � IN5TALLE ENTRY MAIN IN ROAD UND UTILITIES N 56d 05, 0" W 185'0' PUBLIC, WATERLINE PLAN 37RIVEWA'r - XISTING FIRE €N.ILC LIIIIIIIIIIIIIIIIIIII. --- HYDRANT ---- SHEET NO.: �E D �] mk zm RL OLD NORTH ROADNL % I RA&% - � SCALE: 1 "=10-'-0" SCDHS AS BUILT Ref C10-13-0005 / RESIDENCE RESIDENCE --RESIDENCE � REVISIONS: CURE ZONING LOCATION M / Cuf CURB \\ � 'RE�DENCE R��,O \\ Sept. 22, 2016 / CUT RESIDENCE \ „\' February 27, 2017 I CURB � RESIDENCE GARAGE \.''� � RESIDENCE ` `'•�;`\` . I solo+, CUT — — RESIDENCE ;, �;•' Long Island Ru7 — ESIDENCE \\ o I �'►' — \ Sound '4 — _ ' I CURB — „ � ,\ ° ,:`>�\ ;_,• ?$ CUT DP CURB CJ GARAGE \, .' C.• GARAGE I - CUT GL GARAGE \ V I m GARAGE u d 1 l V CURB � I C� CURB CURB DCURBCURB El GARl�6\CURB 1 PJe ITE i, I i CUT CUT CUR1 GARAGE '�6uT �i h� � Long CUT ELIZABETH G. 3 Creek I GEORGES I I w�30' SoUsVVIEW AVE E �5 FT WIDB �o iyk6$ '`i8X68iryl CURB NG /ScX000 c Q 0.6 (1) A 1.03-4 365.51' I I I c� p , _ 3o��Nr71 I m I I ?g "( KEVIN o=o 68 I I W/DCCSITE RDA IIIIIIIIII'lA T I KATHERINE� �o�o I SCTM # 1000-51-03-4.11 GARAGEO 3 ZONING I SCTM # 1000-51-03-4.12 AC�+ I SCTM # 1000-51-03-4.13 O AC �- I I SCTM # 1000-51-03-4.14 LLC SOUNDVIEw AVE I I SCTM # 1000-51-03-5 j I PROPERTY: 5195 Old North Rd. W ADDRESS Southold NY, 11971 Q z RESIDENCE I ANNNN I i OWNER: Claudia Purita TURION W I 19995 Soundvlew Ave. i I I i Southold, NY 11971 06 W SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC (n = DEVELOPMENT RIGHTS INTACT- 4.4789 AC FRANK Z S 88 26' 50" E 175.00' TOTAL SITE AREA: 26.056 AC I I PATRICIA I I ZONING: AC 00 I I DENICOLA I SURVEYOR: Peconic Surveyors I 1 I I PO Box 909 \ FRANCO PURrrA I 1230 Traveler Street Southold, NY 11971 O 0 LICENSE #49618 1 CI:ARDONNAY WOODS OME ASSOC I I NOTE: ELEVATIONS BASED UPON NAVD (1988), z 0 (CPEN SPACE) \ I USC & GS DATUM Uj _ OC F— \ WILDBERRY I BUILDING: I GLANE 28 FT WIDE AREAS HARDONNAY DR. I � I 28 FT WIDE I 0SCTM # 1000-51-03-4.14 I WINE PRODUCTION BUILDING: (9,129 sf totals cr) / I (DEVELOPMENT I EXISTING BUILDING: 6,033 SQ. FT. RIGHTS SOLD) I � I PROPOSED BUILDING: 3,096 SQ. FT. i / I DWELLING STRUCTURES (480 sf total / /CHAHOMENASSOCAY ODS 'FRANCO PURITA EXIST DWELLINGS: 932 SQ. FT. (OPEN SPACE) I j I PROPOSED DWELLINGS: 480 SQ. FT. 1 / W I i / z / m I PARKING REQUIRED m l I I I SCTM # 1000-51-03-5 0.76 Acre _ I WINE PRODUCTION BUILDING: i 5 88 26' S0" E 175.0 I I OFFICE AREA: 1,093 SF/100 SF/SPACE = 10.9 SPACES 200' I PRODUCTION : 4 EMPLOYEES = 4 SPACES I I ISI I STORAGE : 3,096 SF/1000 SF/SPACE = 3.1 SPACES ca z Boo, Boo, I DWELLING UNIT: co Q• C, C3 = I I I ONE FAMILY DWELLING: 2 spaces per dwelling = 2 SPACES rpm _ja Y n I 00' `� I I PARKING SPACES REQUIRED = 20 SPACES �• 2 ` 9 TOTAL } r I I I PARKING PROVIDED = 9 SPACES W/1 HC W J. WZ 3 TOTAL PARKING LAND BANKED = 11 SPACES w. 0 W In I�I I I ado q N i �� '�' ► I LANDSCAPE ALU REA . REQ. Q �. SCTM # 1000-51-03-5 0.76 Acres LANDSCAPED PARKING AREA REQUIREMENTS: I U) V TRIBERRY FIELDS LLC I i rn I L I (AGRICULTURAL RESERVE) I I * 10 SF OF INTERIOR LANDSCAPING FOR EACH PARKING SPACE `t GK I I * 1 TREE FOR EV I I S,E.�gP• 1 I ERY 10 PARKING SPACES * EACH SEPARATE LANDSCAPED AREA TO I � I BE 100 SF MINIMUM W/ 8FT MINIMUM WIDTH TM,UPITIM- IGNED,PUPSUAN'T TO SOUTUOLD TOWN CODE SECTION 2-PO-131M ACKNOWLE�DGESS THAT THE CONI DMONS OF 7H€S'TE PLAN APPROVAL s^T I"om'H IN'THE moLUTIo1N OF AY MAL DATED I Q r NEW I,�(2Ct�AREACCEIPIED(SEECONIDMONSONP.ESOLUTIONa. I ` I I 9 PARKING SPACES �' yon; I I I \\\` ZONING I i INTERIOR LANDSCAPING: SCTM # 1 00-51-03-4.13 4E~P NA1ML: r `^ ,...� I 9 x 10 SF - 90 SF REQUIRED p ncY1 k ©„7i � I I RIGHT SOLD) I I 160 SF PROVIDED AVIHO�'1�ED sIG?tATIJk TITLE DATEI I ' I TREES REQUIRED: 'U i 7-0V by I LANDWA}IZD LIMIT OF FRESH SEPTIC, SYSTEM #2 SITE PLAN APPROVAL GRANTED I 9/10 = 0.9 OR 1 TREE REQUIRED oa•�� TOVITf OF 'THO N?'r'1LnlC E*JAP.D I I � CH 10,2008 AND AN EXTE SIGN I j� I YI, WETLANDS AS WINE P�DUC,TION GRA TED ON JULY 6,2015 Fo 3 TREES PROVIDED _Q ^C �� J- DELI IATED BY :SUFFOLK BUILDING ' I J s.11�. .. I ENVIRONMENTAL CONSULTING f CONS UCTION OF A NEW WINERY ERY criAE► 6'�0�s1rvAT11tE DATEI INC, ON MARCH 6 2014 I �1PROJE7 NO: NOTES: 0701 NOTE:U_ �Ite de�eto^ !ccet>:° �- d t®=. of p� I 5 TBAck I \ i A. PRIOR TO TSE ISSUANCE OF A CERTIFICATE OF OCCUPANCY A f d>r!te si a dev ra as t n arftb� 9d for a I CHARDONNAY WOODS _ --__ 5 I � DRAWN BY: I HOME ASSOC o� No I WRITTEN AP >�:OVAL FROM THE 5GDH5 FOR THE ABANDONMENT OF UT (OPEN SPACE) �9� "O FOO ND (D PMENT 1 y� 9 I I THE EXISTING SANITARY SYSTEMS PROPOSED TO BE REMOVED AS / �O N� I CHECKED BY: SFE: SHEET I W WITHIN I RI6HT5 I CT) C3 0 I I SHOWN ON THE SITE PLAN SHALL BE PROVIDED; NS IU PROPO D NEW U ER6ROUND 0 .-•.. #5 2/U I FOR SIT - -�- b� PUBLIC TER LI FROM ROAD CO , PRo1Po5 F IG SYSTEM #1 EXISTING I B. PRIOR TO TOE 155UANCE OF A CERTIFICATE OF OCCUPANCY, DATE: July 27, 2016 I i � TO TASTIN ROOM © I 13 OObS - i m W ILDING EXISTl146 I X APPRO DATE 2/01/16 OFFSITE FIRE I CORRE5PON�I )ENCE FROM THE OFFICE OF THE SUFFOLK COUNTY �--NLAROEMENT ADDITI N \ HYDRANT I CLERK'S OFFICE REGARDING THE MERGER OF THE PARCELS SCALE: 1 - 100 -o ' fz Int".fix .. RELOCATED LING I of N I I / I �9 IDENTIFIED AS SCTM#1000-51 .-3-5 4 1000-51.-3-4.1 f SHALL BE ITM A d N 1n U�illE�l ECtSe menf - � I ' I PROVIDED; SHEET TITLE: " ' 30 ° 0513 I � OVERALL 0 1nl <x I G. TH 15 51 TE PLAN 15 DESIGNED _ I�o.56 � AND APPROVED FOR OWNER USE ONLY SITE PLAN • I I 0 SAWICKI PROPO ED TASTING I PQ I AND SHALL NOT BE OPEN TO THE PURL I C; »�> ALBINA I SEPTI 5 STEM #3 W 5 I'rt�G ;�::,::: � RhLOCA D VAELLINISq- ' ROOM ILDIN6 WALT / I ' 0SAW KI WALTER 50D F SAWICKI SAWICKI #CIO-13 0005 / I D. ONLY THE U5E OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE WINE GTION m SCTM # 1000-5 -03-151, I I _ JR I NITROGEN 15 NO MORE THAN 20% OF THE TOTAL NITROGEN IN THE ILDING — URB CUTRISHELOPMENT I I / I MIXTURE 15 PERMITTED. THIS 15 IN THE EFFORT TO FURTHER LESSEN OLD NORTH x URB curR16HT5 INTA T) I / IMPACT ON GROUND WATER GOAL I TY OR QUANTITY AND CONSISTENT ROAD 25 PT WIDE P m cuRe WITH FOLLOWING BEST MANAGEMENT PRACTICES. cur 3cU e / COQ,. / / SHEET NO.: I \ No WELLS OLD NORTH ROAD 25 FT_WIDF J JT / `Cp r I � WITHIN I E 15TIN EASEMENT / I PUBLIC, WA R / \\ PROPOSED 15 FT UTILITY EASEMENT MAIN IN RO D #u5 FOR S I Tr p;,!AR C 12017 Anil, mmm PROPOSED NEW UNDERGROUND / EN�l L A R&�ME I�l T / w �OUtilOii,I iO�"J^ N Fft PUBLIC, WATER LINE FROM / / _ Plan, Doa d � „ _ 1LA ft m 11 NATER I1ION �ROAD TO � // PLANNING BOARD �� SCALA-4 ---�OA _ _ _ _ _ _ / SCDHS SUBMISSION PROPOSED SEPTIC SYSTEM # REVISIONS: PROPOSED Sept. 22, 2016 1 NE OF D +— \/EI OFMENT FOR PRODUCTION BUILDING 5EE RELOCATED October 13, 2016 V 5HEET #UI (SITE UTILITIES PLAN) \ / IEL15 FT UTILITY February 27, 2017 �1 GHTS SOL17 LINE OF DE Y OPMENT EASEMENT RISHTS SOLD _ ILDIN6 FAGAD — _. ,• — -- I PROPOSED STORM WATER SYSTE L16HT FIXTURE "A" 30 — — — SEE SHEET #UI (SITE UTILITIES PLAN) T°°�°°PLv°°•�d°a°°jd da\d aq°a/ d°ad°°°`ID`°J--,-R."�R�"°°F�''°4°°I°°°tiA°°—°�a4dr°G d°3°°°G-d°Wd°d 0 d-o�°°R3,°A'''°—•A dY/dd'I a4 Had E°Pa'dd L°d-N�L4'<L°4,T"°JT°J°°d°Rd°°E D''�°°a!°J- yE OF ,P/AV/I IN°4°/LEd°'e S Ga°44°°°°#°d/;°4/A,•°°;•°°aI\md 4/B//a 4//d';°°°d //I//////d•°'//°/°///a,'///"/°/°°//1°°/re///;•/ad�/////i/',/°//.d/d//a///.%///'°°////°/d°/<///ad/°d/,�rd.•°i//,',/a%�//////e'°4/•�///1//////d,°//°/'/°/°///°d d°a;i/°/4///�/1///0/,//�////°�/// TY/P SEE EE SHT HT'•/'°%I 4.',a°#a/�S'//i/.IP3/a//°o•G/!a/a//'�°'�°f/•,°Il/�/5/°/°dIA/L°/°a/%�I�'1°NSZa/aX,L/�Ehi//�id//�/°!a_,/M'°�,°/S/d/rLd/°/Ei°/d�f/°/ce`5//E/.eN/+NR/%/H°d/v—/e.°;°\//iCG"/I//S/'N°/,d°I°/ �/ai//°°//�°1/°.6P°°//a/ddd A.°�d/°Da"/d°e/.d//°/�°°a/°d%,°°/°/°/°°a a d/.°a/• 16°/H°°/./Ta•/°a°/d/S///•C/,d,° S/•d4°aI OLD /i,/„'//_//7/////a i5,•'i°;/,;/i/'//omo/'i%/:'�/•L,//i,/�,,//”i/�i"/ai/ii'Ij//'i;,/'i 1\ri/S/S%/%/// �I/°Lii•4�I E/' '4 d ,, ' 5j/ d " °d '. I ° 4 ° d 4 ° / LNE OF DL�LOPMENTRd 4 d ° v °1 d 41I\ ° d ° • __-__- - 6Ce d ar , 10-51� F PEU B� S`-H' EKE�i~---T C- --_--__—J_.IP_ —'--!I-ar�FOR O"_ � , R 2 d °4 d \O CONTINUATION OF ° a 28 4 d °4 ° ° 4 ° N6 I 1 ° E OF51TE PLAN /a° 4 a PAVING d d 4a 4 ° ° OV GRAVEL DRI 4,- a , ° ° ° d d O ° , ° ° 4 ° 4 d ° ° ° 4i °° d°' ° ° d 4 ° II I _ II Ip I,I I I_I I LlQIi�— 1�J � cn.� -cFo ' r ,e ,,.•1'1 J� = a - _ O 4 q 4 <LAWN d 4 ° A4 ° 4 d ° a c d 4 /d° ° A a d L LU Z dPARKING �RELOGATE LAND BANKED ° /, 5 6VE ING 2 SPACE 4 TO BE TREES RELOCATED VEL AALKWAY /d / I ° one dree: 06A 16 ft ht l ° AWN 4 , W a20 / 000 MNILDIN6 TURE °EE SHT / TreHone e !vARKI Nes, SPACE oAL EXISTLocust, 4 Ga TYPIC ° 16,ft ht,Tjpica1"° EGU1 POSED NEW UNDER6ROUND PUBLIC WATER LINE FROM Qd PAROAD SEE SHEET #U1 (SITE Cl)UTILITIES PLAN)LAND BANKED Q SPACd FIRST O d j// NEW SHADE j//° 4 TREE IN /LAWN �NDSGAPED /m /i LAND / / g/ OCATED TREES AND, !SIDE YA /EXISTING, ° , i 'O SETBACK LINE % NEWMo O d ' EVERGREEN TREES: 4PA /r Eastern Red G �i//LAWN RONT YARD g Q SPACES y NEW ETBGG LINE Z.PROPOSED SEPTIC SYSTEM # E htGRAVEL SURFAC ///�/ d �FOR DWELLINS SEE SHEET #UI DBE OF /SL �PLAN) /(SITE UTILITIES /�// d / /! // / / % XI zWa T ES TO BE d NEWRELOCATED a od 4aM LU 4 ° 1ONG° d XIS N6 q ° ° °.STRCTURE TO 4 ° 4° 4 ° ° ° °d ° POSED Q 4 d A • LICWATER LINE SEE SHE 0 B REMOVED ° ° de d d • #UI (SITE UTILITIES PLAN)a 4 d 11* — °0 • 44 EXISTNG- ONGREtd ' ,RU— d 6 PAD APPROVED G , ° 4 V -CONCRETE[ EW 4 ° PLANNING BOARD ° ° d 4" • IILDINa4 1 , FAVI • OPnJd ° ° ° 4° THOL)LlCHT FIXTURE - ° . d TOWN O ` SOU [e4 ° ° Td ° DBE OlS a TYi'5EE°SHT #5P3 °4 'Z F EXI5TIN6 ° • ° a 16AVLN& LAW ° 4 ° 4 4\4 roe:"Honey LOCATE LOGust, 4°'Gal,° TREES AND 4 NEW asG ATI N I6 ft' ht, Typlcai d 4 10, I ° u ° 4a — `\ EVERGREEN d \ TREES: a °d ° a ° % ROJE O:d d XIS N6 14 Eastern Red 1309 DISE F °° d ° da d � d Cedar, 10-12' 4 LFAC SEE 5HEETFI FOR aPAVINbd ° d d a ht IO ft . DRAWN BY: ° 4 d 4 GONTIINUATION OF UT° v dad— d ° I 6 I Y DBE OF d° SITEPLAN CHECKED BY: ° EXISTINS NS ` 1 GSRFACE d d 4 d° PAVING ° 4° 4 , 4 a° 4° d DATE: July 27, 2016 4 4 a ° LOAD1,N& BERTH15'x45SCALE: 1" 10'-0" d NEWDRlVENAY ° 4 d d ° d LAWN Er30 , SHEET TITLE: Easte Red PRODUCTIM ;.ASP astern Cedar BUILDING -12' , I oGRed G r, 10 ht(7 ht, I ft oc SITE EG �1IN LANDSCAPE HALT•PAVIt, 0 ° OWN°ROAD TO 10 FT 1-)RAINA6E8P,51N 1NL ° E 'RG EE EXISTING & LIGHTING ? ENTRY TO BE 2�i GIFIG,ATIONS TOM-E . • TEABANDOND PLAN 4 WAY•ST MDARD1 2017 SHEET NO.: ° 5' TanOL NORTH ROAD n GRADE AS REQUIRED T RB GUT TO BE CROWNED q L PREVENT 5TORMWATER RUN TO PREVENT STORM WATER � '-Off OFF FROM SPILLING ONTO STORMSEP S TEM RUN-OFF FROM LEAVING SCALE: 1 =10- TOWN ROAD SEE SHEET #UI (SITE UTILITIES PLAN) SITE AND ENTERING TOWN PLANNING BOARD ROAD SYSTEM clG ! i, gr.nHR RIIRMIRRIC)N L 1 GHT F I XTURE LEGEND I REVISIONS: January 9, 2017 LABEL MANUFACTURER MODEL HEIGHT LAMP TYPE WATTS LUMENS COLOR TEMP EFFICACY OPERATING TIME OOTCANDLE LEVELS I A RAB LIGHTING, IMG. YVLE026Y 14 FT LED 26 1ac14 3000K ba LPW SWITCHED ON AS REGUIRED ON A REGULAR GRID TYPICAL I Al RAS LIGHTING, INC. APLED26Y 14 FT LED 26 M114 5000K bet LPW SUNSET TO CLOSING 1 B RALIGHTING, INC. 5L I M12Y 12 FT LED 12 1242 5000K X10 LPA SUNSET TO GL05I NG 1 B G RAB LIGHTING, INC. SLIMI2Y 10 FT LED 12 1242 3000K q0 LPA SUN5ET TO CLOSING + + + + + + + + + + + + + + + + I + D RAS LIGHTING, INC. 5LIM12Y II FT LED 12 1242 5000K q0 LPA SUNSET TO CLOSING 0 - 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 .1 I 0 0 . 0 0 LINE OF DEVELOIT RIGHTS SOLD I I + + + + + + + + + + + + + + + + + + + + + + -4. 1 + . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 D . 2 4 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 . 0 EXISTING DRIVEWAY 1 I 0 . 0 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 . 9 2 . 2 9 0 . 2 0 . 2 . 6 1 . . 1 3 . 4 1 0 . 2 0 . 0 0 . 0 0 . 0 0 0 . 0 w EXI5TIN6 DRIVEWAYI O D4- + + + + + 5 . 0 1 + • 2 . 4 3 . 8 D + 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . . 1 0 . 0 Z W 0 . 0 . 0 0 . 0 . 0 0 . 0 b . 0 0 . 0 � 0 . 0 O Z RELOCATE DWELL I NCS ILDIN6 FACAD 1 0 . 0 0 . 0 0 . 0 + 0 . 1 0 .1 0 . 1 0 . 1 .1 LIGHT FIXTURE 0 . 0 0 . 0 0 . 0 + . 0 0 . 1 + TYPICAL 0 1 0 I I Q 06 + + + C+- + + + + + + + + I + 1 + W 0 . 0 0 . 0 0 . 0 4 . 7 0 . 1 0 . 1 0 . 1 0 0 . 0 0 . 0 0 . 0 010 0 . 0 I 0 . 0 cnZ PROPOSED I i O O I + + ADDITION TO + + + i I'-' ~ 0 . 0 0 . 0 0 . 0 0 . . 1 0 . 1 0 . 1 1 2 . 6 EX 15T I NG 0 . 0 0 . 0 0 . 0 0 .10 0 . 0 1 0 . 0 ILDIN6 FA AD p WINERY 1 i > 0 LTirn1c� EX 15T I NG WINE 1 I O O + + + + + + PRODUCTION + + I + I + Z _ 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 . 1 0 . 1 0 . 1 1 6 BUILDING 0 . 0 0 . 0 0 . 0 0 . b 0 . 0 0 . 0 W F- O I I c!) 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 10 . 0 I I I I 0 . 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 0 0 . 1 0 . 1 0 0 0 . 0 0 . 0 0 . 01I 0 . 0 0 . 0 1 D I� I + ' + + + + + + + + + + + I + +I 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 . 7 2 . 4 . 0 . 0 0 . 0 0 . 01 0 . 0 1 . 0 1 I . L EXISTING ILDING FAGAD I I 08 Z + + + + + + + + + + + EXTERIOR L16HT FIXTURE + + + I 1 /^ 0 . 0 0 . 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 1 0 . 1 TO BBIE REMOVED FIXTURES TYPICAL 0 . 0 0 . 0 0 . 0 1 0 . 0 01 0 TO b J �• o AND REPLACED I I ,n a o FOOTCANDLE LEVEL AS NOTED ON I I W J- W z 3 ON A REGULAR GRID TYPICAL PLAN I = a z 6.5" 165mm -I + I + + + + + + + + + + + + A + + + + i + + I = W• aco 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 0 0 . 1 0 . 1 0 . 1 0 Al . 5 2 . 0 3 . 9 1 . 3 0 . 1 0 . 0 1 0 . 0 0 .10 n w• " A I I Q 1.'• , 1 I (a CO + + + + + + + + + + - + + + + + + + + + + + + + APPROVED BY 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 2 . 4 4 . 3 2 . 3 3 . 6 3 . 1 0 0 1 . 8 2 . 8 1 . 0 . 4 0 . 1 0 . 0 10 . 0 0 . � � 1 PLA611MINC COARD 8,75" i 222mm i 1 �'C}YM C}F SC)l9THQl.D + + + + + + + + + + + + + + + + + + + + + + + 1 + + DATAOF N�c- 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 0 . 1 0 5 . 2 1 . 8 . 7 0 . 5 0 . . 9 . 6 0 . 3 0 . 1 0 . 0 10 . 0 O , q �,p°� , S, '' 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 0 . 5 0 . 5 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 . 0 0 .. 01 017 �, � 99mm f m RAS LIGHTING INC. EXI5TIN6 DRIVEWAY i 1 ROJECT 6: I 5LIM12Y + + + + + + + + + + + + + + + + + + + + + + + I + I 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 1 DRAWN BY: 1309 UT 1 I CHECKED BY: ,., I�EYy�RI VEWAY 1 1 I NS x + + + + + + + + + + + + + + + + + + + + + + + I + I + DATE: 0 . 0 Q . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 01. 0 0 . , 0 July 27, 2016 1_._ SCALE: 1" 10'-0" 03 30 SHEET TITLE: .... ..: . + + + + + + + + + + + + + + + + + + + . 0 . 0 0 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 � I (C r-- 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 SITE PHOTOMETRIC --r - w. ° - OOTCANDLE LEVELS LIGHTING w 185.0 1.1 86d 05, 3 5 + + + + + + + + + + + + + + + + + ON A REGULAR GRID TYPICAL PLAN 1141.31) 0 . 0 0 . . CS- 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 PhA� SHEET NO.: t ..._ Nom`_ :I�RI �WAY E�SL� 1235.641 w � 201 R68 L I GHT I NG II NC. �'lo ��a t -4.1 im L R�j Wfi'LED26Y m D I PLA SCALE: V=102-011 -0" PLANNING BOARD EXISTING SEPTIC 5Y5TEM T PROP05ED SEPTIC SYSTEM # REVISIONS: BE FILLED IN AND FOR PRODUCTION BUILDING —PROP05ED ABANDONED * 5EPTIG TANK 1,200 GAL (5T) INE OF DEVELOPMENT RELOCATED October 13, 2016 RIGHTS SOLD - NOTA January 19, 2017 8 FT DIA x 4 FT LD PROPOSED STOR * LEACHING POOLS (LP) PROPERTY LINE INE OF DEVELOPMENT E��T Y February 20, 2017 WATER SYSTEM ED STORM (3) 8 FT DIA x 5 FT HT RIGHTS SOLD - NOT ASEE CALCULATIONS FOR ��RIOT�EROTYSTEM * D15TRIBUTION MANHOLE (MH) I'1�01'ERTY LINE SIZES OF DRYWELLS S \\ EE CALCULATIONS FOR 4 FT DIA ID SIZES OF DRYWELLS ___-- HOUSE TRAP * FUTURE EXPANSION (EXP) 30 — — LINE OF DEVELOPMENT EDGE OF PAVIN CLEANOUT (2) 8 FT DIA x 5 FT HT RIGHTS SOLD — NOT A TYPICAL I OPN►ENT RIGHTS SOLD d ° NEW DRIVEWAY, PROPERTY LINE LINE OF DEVEL ° +moo a °GRAVEL SURFAGI~ ° I ° XP °d 2ci ° J d ' ° ° ° a d d p ° ° d a °° ° °° ° ° °° a ° ° °LY' a 28 ° d ° ° a ( ° °d I ° ° 1 ° °° s_ ° // \\ ° d MH d° ° ° ° ° +50.5 , ° ° ° d d ' EXP ° ' X1311 d ° NEW DRI\/EWAY ° °� � d i—\ ° ° ° °, ° °PIT. ° ° a ° a ° ° ° ° /OW IIG1�\°r ° /� , d 414 1 ° d °d ° °° a d ' / v °\� J ° \� ' ° ° ° >= ° \`` — � ° ° ° ° ° °a ° ° °a ° ° d ° ° ° d T ° o° c d ° LP d ° ° LAWN \ ° \° ° ° d ' °° �'1 ° ° �� \ — �, o °` ° a ° d° ° a ° ° ° ° �° ° O` d • a n ° 14" 1 ° °PIT DN ° ° ° ° + I°DW 3 ° ° ° ° ° °4 4 ° // / G ;;; �; � - '/ ;i � i/ % LAWND&E OF RELOCATED ;DWELL N : ' 1 It ° ( / 3 d / //// GROSS FLOOR AREA: T ° ° ° i / //"/ ii/�%';%-�/ �' PAVING 480 sf \ ° ///M NO BASEMENT' OR // % N/10 CRAWL SPACE //// � '� /,/-!%��j ❑ / %%/�%/% ST F R. ELEV. 30.0 ;i / °/ / // / / ;%% //' FIR L /' , a // '/i/ / /i' /� '�' / / / / /iii%/ /!i �i% j� V// ,/ / / //// j/%/jj d IDW 4ab �� d 28.54 N, '� ° d W Ile 4 OEM ~ // PROPOSED NE UNDERSROUND PUBLIC ;;I 1`L4.7/r lI 4`� WATER LINE FROM ROAD i ,y °PIT D /. / ;, //, � � — ` � GH oa e // / � // ,// �// / / // / VL/i,VT%IV.t-�"�j/ i," n n / d / /, / / ///�j 2 DIA 54 BELOW GRADE %" I 11 111 ° d ° ° / / / / /' �, / / / // // ( ,,, qtr; /// ///, , TEST HOLD #2 I ° �° DW 4ab U I L D I I�lL7` /// '//%/i ❑ 15TIN& 5EPTIG ° NIN �' d \ ° , / ' /. , ,,,, ,/ // �� /, e I ev +30.5 M TO I'SE \ /, / �i / / -PARKING O %//,. ,5 SPACES /EXIST i/ o a d 0,,S 451EMENT ABAN °° d ° a . %,:/// // / jib , �,,, U11. 1N�// °11 11 EQUI / % !/ / FIRSj/1::1 ;' LY;3/ 28.5+ - d ( d } GONG ;// / /i !i '/ i' '/ii / / /6{Zpg��` f�OR ARCM/'/%04 , Z �� SLAB // �/ / / '' / /1�1a � `JEj0 r / / /��j�� :,/ i 'r� � I/ / BEST H LE°,#3 \° / � / // /. / ; / ,�' /�///,�/ ,,.',,g//%g. , d �-, '�� , ;' / I 0 / P/�` /� /, i /-PROPOSED NEW UNDEfR6ROUND / / / % FIRS�TiLi�, L' I.O /��/i r/%/�/'„i/'��//�/i r PUBLIC WATER LINE FiROM HOUSE TRAP d ° %i� , /� // L4� R>rA' , i ROAD CLEANOUT ��/,// �/ TYPICAL 'yi .� °° ° // F j, /��/ � f� / MN//11/1' m /�// ///j'; d ° ° ISLAND ///�,. PROPOSED SEPTI.. SYSTEM # xx FOR DWELLING l0 O — / / /” %j/�/// .., NEW PROPOSED!/ ' ° ° ' /',/i / / SEPTIC, TANK 1,2'O L ( ) a ° ' ! /„ //� ;,,' PROPOSED TEE GONNEGTIO I UNIJI=R ROUND ° ° e / VEIN MIN LP ° / // /j //� , �j% %�/ 8 FT x 4 FT LIQUID DEPTH d / ' / / /�/i //, / ELEGTRI G ° / / // / ' / / /� ' // / /' /: WITH PROPOSED NEW SHUT OFF !' !% / TER LINE TO LEACHING POOLS (LP) UTILITY LINE -'/ / //� PRODUCT ON BUI AIN& AT NEW I //SIR i , i,//. (6) 10 FT DIA x 2 FT HT j // 4— _ / i j/ //// ENTRY ROAD SEB SHEET #U3 BE MOVED ° / r/ / ' / / r, /i i' FUTURE EXPANSION EXP ° / ' LP '''" �/ / i/ %,/" ,jj�/ �%i AND AT WATER LINE TO I (5) 10 FT DIA x 2 FT HT 28.5+ r;.. : / I _ ° /" /� TA5TIN6 d i / i " / / ;;;�% ;, / i% %/i�, BUILDING PARKINS° ° a ° / // / / iii // / / / //O�,/,/ / ' �j/// / 4 SPACES i" / % ;�'// i i /. i �%, 08 • L LP EXP ° 4 4a °LF /Z N/ / / a Z' 1/0111/1/1/ -iLAWN , / / ., / ' /; a/ _ LLI - p { }�{ \ ° ° ° a• . 30.8+ \ W. _ z EXP F�ii7 17 G +•�11�'° d ° ° d ° \°< ° / /� �/ '/ /// /'' '//�/, / /'/ // ° ° °° ° °a ° ° Q N V' to 0 EXP 25.5+ •'�� ' ° ° ° °' ° d ° ° / ' ° ° ° ° ° °4 4 ° ° \\ , W• N U I X RE °° d . a ° ° °° T E REMOVED e°. ° a a � ° ° ° i DW IIDII D& 'Cr ROPOSEID•STORM 4 . ° ° ° ° : ° ° APPS. d °—I'AVIN6 °, WATER SYSTEM ° °. °°° ° a °° , 1 '6 • ° ° ° x . ° O!/E® �� ° ° ° °v •EXISTIN _GONG,�2ETE° •a ° ° • d° • ° e� ° a ° ° ° • ° °d °I CRUSHIN6 PAD, ` ° ° , . ' ° ° s• Z ° ' PLANNING BOARD , NEW°CONCRETE° e e ° d de ° ° ° ,° ° a 44 11 4, °d 4 . ° ' PAVINS ° , ° ° `a ° ° a : .. DW B T011�1W O!� SOUTHOLD TEST HOLE � n °d \� d ° d ° ° $ ° ° a a , ° . °• 1 °° ° °° ° •° ° ° °a ° ° ° �, OF �'-JAI ' NO SCALE Q V m ° a u °° ° e a a° ° ° ° ° e • e °NE GO CRETE �� -( DATE � ' I � I a. � ( � �°�G��•ST��C �e. BY MARK MCDONALD GEOSCIENCE ° NEW DRIVEWAY ° ° °e ° .: °° ° ° e d ° ' Q ° m • 46 PAP° ° ° ° d a ° z 4 4 SOUTHOLD, NEW YORK 11971 It able ° °GRAVEL' SURFACE. ° d �• e ° ° ° s ° ° , ° ° ° ° ` b ° 2Ci.6+ PROPOSED 5TOR�' ► ° ° °° ° °d ° TEST HOLE DATA 6/1t/16 ELEV. + 310.5 ° ° WATER SYSTEM \ +2�.O� ° ( d ° ° ° 0.5 FT. DARK BROWN LOAM OL ° j ° ° d ADW tab J ° L—— —— ° a \ d prCN ° /� +2�i.6 ° � n 4 - - — 1— a— °_�--! -- DW�B" L— —� DW IIB11 \ / ROJEC 3.0 FT. BROWN SILT IJIL EXISTING WELL TOB d a N ° °� ° °�� J° ° ° d p/CCN D °° 0 °° ° a ° ° ° a � ° ° 20, ° \ 4 _ _ J 1309 REMOVED -, A' / SEE 5HEET U3 FOR DRAWN BY: 9.7 FT. PALE BROWN FINE SAND SP 1 1 ° ° °' �, ° °° ° /°° ° ° / ° a ° ° 0 °° a LP ° ° /° ° ° ° LP ° (� s, , p/ ch D ° CONTINUATION O 11.0 FT. WATER IN PALE= BROWN FINE SAND SP °a \\�°—\ ° ° —,` ° Q ° I �� ° ° a ° a a �y�y �V d ° _ \ UT WATER IN PALI: BROWN FINE ,-,, ° ° ° ° ° ° ° ° ° x ° a ° — / '51TE PLAN CHECKED BY: (DW 112ab"L —°—= REVISIONS: HEAVY DUTY LOCKING DRAINAGE CALCULATIONS FOR SANITARY CALCULATIONS October 13, 2016 CAST January 19, 2017 COVER TO GRADE WINE PRODUCTION BUILDING ROOF HEAVY DUTY LOOKING I. ALLOWABLE DENSITY CAST IRON FRAME AND FINISHED GRADE DRY WELL AREA x RAINFALL x RUNOFF FACTOR TOTAL ACERAGE: 4.4789 AC COVER TO GRADE TRAFFIC, BEARING 20.. Roof "A" 1,338 SF x (2/12 FT.) x 0.9 = 200.7 CU. FT. (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) INISHED GRADE TOP SLAB 8" THK i USE: (2) V DIAMETER x X-6" HIGH POOL HYDROGEOLOGICAL ZONE: ZONE IV TRAFFIC, BEARING - 20" Q N (DW-A) (2) 8' X 3'-6" STORM DRAIN RING = 295.7 CU. FT. WATER SUPPLY: PUBLIC WATER TOP SLAB 8" THK y. PROVIDED REQUIRED ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. INLET MIN. W ® ® ® 295.7 CU. FT. > 200.7 CU. FT. ' DIA SDR INLET 35 PVC, ® ® D USE OR055 OVER PIPE II• SANITARY DENSITY CALCULATION MIN. -I" PIPE ® ® ® BETWEEN THE MIDDLE Roof "B" 31219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. o PITCHED iv RINGS AND THE FOUR PROPOSED TASTING ROOM BUILDING: SEPTIC SYSTEM #1 DIA 5DR ® 0 OUTLET ® ® ® USE: 3 8 DIAMETER x 4 HIGH POOL 35 PVC - MIN. OUTSIDE RINGS, EIGHT ( ) _ 1. TASTING ROOM "MAIN" (5 GPD /Occupant) ) PIPE 0 ® m w 1/8"/I' ® ® (8) INCHES ABOVE THE (DW-B) (3) 8 X 4 STORM DRAIN RING 506.7 CU. FT. 5 GPD X 84 Occupants = 420 GPD PITCHED H ® 18" 3 MIN. BOTTOM PROVIDED REQUIRED p w MIN. DRO T 2. WINE PRODUCTION (0.04 GPD/SF) 1/8"/1' 0 ® (IF DI T. - 3 MIN. - Io DIA. 506.7 CU. FT. > 482.9 CU. FT. 0.04 GPD X 1,770 SF = 70.8 GPD 0 J POOL) MIN. ABOVE HIGH 3. OFFICE SPACE (0.06 GPD/SF) ro",o RECORDED GROUNDWATER Roof "C" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. 0.06 GPD X 267 SF = 16.02 GPD d) z3' NIIN. BACKFILL MATERIAL USE: (3) 8' DIAMETER x 4' HIGH POOL 4. RETAIL (0.03 GPD/SF) W } TO BE COARSE (DW-C) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. 0.03 GPD X 347 SF = 10.41 GPD 0 Z - SAND AND GRAVEL PROVIDED REQUIRED S. STORAGE (0.04 GPD/SF) BACKFILL MATERIAL TYPICAL LEACHING POOL DETAIL 506.7 CU. FT. > 482.9 CU. FT. 0.04 GPD X 671 SF = 26.84 GPD 1- lw TO BE COARSE SAND 0 IL w AND GRAVEL "'T's' SEPTIC SYSTEM #3 RESIDENCE PROPOSED WINE PRODUCTION BUILDING: (SEPTIC SYSTEM #2) ❑ 4 w Q Roof "D" 11300 SF x (2/12 FT.) x 0.9 = 195 CU. FT. 6. PRODUCTION (0.04 GPD/SF) 8' DIA. HEAVY DUTY LOCKIN TOPPER OR USE: (1) 8' DIAMETER x 5' HIGH POOL 0.04 GPD X 4 940 SF = 197.6 GPD CAST IRON FRAME AND END PLUG (DW-E1) (1) 8' X 5' STORM DRAIN RING = 211.2 CU. FT. 7. OFFICE SPACE 0.06 GPD/SF 46 COVER TO GRADE ( ) W R0.06 GPD X 1,093 MIN. ABOVE 211.2 CU.D T. > 1R 5QCU. FTD. 8. STORAGE 0 04 GPD SFF = 65.58 GPD3: < GROUNDWATER z 0.04 GPD X 3,096 SF = 123.84 GPD 00 gn \�'--BAGKFILL MATERIAL 6" MIN. PENETRATION - INm TO BE COARSE IN VIRGIN STRATA OF EXISTING RESIDENCE: (SEPTIC SYSTEM #3) P SAND AND GRAVEL SAND AND GRAVEL SEWER PIP DRAINAGE CALCULATIONS FOR 9. HOUSING UNIT (150 GPD/UNIT) Q 0° WYE WINE PRODUCTION BUILDING DRIVEWAY 150 GPD/UNIT = 150 GPD > TYPICAL LEACHING POOL DETAIL 30° ELBO AREA 1a: CONCRETE 1,526 SF x (2112 FT.) x 0.9 = 229 CU. FT. TOTAL SITE DENSITY FLOW = 1,081.09 GPD 0 N.T.S. J AREA 1 b: GRAVEL 1,175 SF x (2/12 FT.) x 0.7 = 137 CU. FT. Z 0 SEPTIC SYSTEM #2 PRODUCTION BUILDING TOTAL: 366 CU. FT. PROJECT NOT OVER DENSITY W z TYPICAL CLEANOUT DETAIL USE: (1) 8' DIAMETER 9' HIGH POOL V. SANITARY DESIGN FOR WINE PRODUCTION BUILDING SEPTIC SYSTEM #2 N.T.S. or USE: (2) 8 DIAMETER 4 -6 HIGH POOL SEWAGE DESIGN FLOW: 0 � 1 (DW-lab) (2) 8' X 4'-6" STORM DRAIN RING = 380.1 CU. FT. 6. PRODUCTION (0.04 GPD/SF) 0.04 GPD X 4,940 SF = 197.6 GPD PROVIDED REQUIRED 7. OFFICE SPACE (0.06 GPD/SF) 380.1 CU. FT. > 366 CU. FT. 0.06 GPD X 1,093 SF = 65.58 GPD COVERED 8. STORAGE (0.04 GPD/SF) MANHOLE AREA 2a: CONCRETE 2,268 SF x (2/12 FT.) x 0.9 = 340 CU. FT. 0.04 GPD X 3,096 SF = 123.84 GPD AREA 2b: GRAVEL 3,651 SF x (2/12 FT.) x 0.7 = 426 CU. FT. SEWAGE FLOW FOR WINE PRODUCTION BUILDING = 387.02 GPD TOTAL: 766 CU. FT. USE: (1) 8' DIAMETER 19' HIGH POOL or USE: (6) 8' DIAMETER 3'-6" HIGH POOL VI. SANITARY SYSTEM REQUIREMENT FOR WINE PRODUCTION HEAVY DUTY ADJUSTABLE LOOKING BUILDING (SEPTIC SYSTEM #2) TYPE "P" CAST IRON FRAME AND (DW-2ab) (6) 8' X 3'-6" STORM DRAIN RING = 887.1 CU. FT. SEPTIC SYSTEM - 387.02 GPD COVER TO GRADE (TO BE WATER PROVIDED REQUIRED 1.SEPTIC TANK (ST): 387.02 GPD x 2 DAY FLOW = 774.04 GAL PROVIDE TIGHT AND INSECT PROOF) FINISHED GRADE USE MINIMUM• 1 200 GAL SEPTIC TANK 8 FT DIA x 4 FT LD 06 Z• TRAFFIC, HEAVY DUTY LOOKING 887.1 CU. FT. > 766 CU. FT. ( ) BEARING CAST IRON FRAME AND SLABS 8" THK COVER TO GRADE 2.LEAC INC POOLS ( LP ): 387.02 / 1.5 S.F./GPD = 258.011 S.F. coa• 8" TRAFFIC, BEARING AREA 3: GRAVEL 3,770 SF x (2/12 FT.) x 0.7 = 439.8CU. FT. USE MINIMUM ( 3 - 8 FT. DIA. X 5 FT. HT.) o z FINISHED GRADE x TO MEET AA5HTO-H20 USE: (1) 8' DIAMETER 10.5' HIGH POOL EFFECTIVE DEPTH ( 3 - 8 FT. DIA. X 4.67 FT. HT.) = 350.25 S.F. & 5. 2 f PLUS 50% EXPANSION (EXP): 2 - 8 FT DIA x 5 FT HT `= Q or USE: (3) 8 DIAMETER 3 -6 HIGH POOL ( ) W, x w ': � � _ '� 5" wALL (DW-3) (3 8' X 3'-6" STORM DRAIN RING - 443.5 CU. FT. VII. SANITARY DESIGN FOR RESIDENCE (SEPTIC SYSTEM #3) 2 W• INLET ;� - STEPS ARE TO BE-' ., ) - SEWAGE DESIGN FLOW: MIN. 4" DIA = COPOLYMER PROVIDED REQUIRED �'., JOINT SEALANT TO BE 9. HOUSING UNIT 1 a ~• U POLYPROPYLENE COATED I" BUTYL RUBBER FOR 443.5 CU. . . FT > 4398 CU. . FT ( 50 GPD/UNIT) N cn SDR 35 PVC, FLoyy - OUTLET MIN. 4" I/2" STEEL BARS ® 12" OG 150 GPD/UNIT = 150 GPD PIPE PITCHED LINE 'it �p DIA 5DR 35 ALL JOINTS MIN. I/4 /I - 1 - PVC, PIPE PROVIDE NOM-SHRINKING /AREA 4a: CONCRETE 600 SF x 2/12 FT. x 0.9 = 90 CU. FT. SEWAGE FLOW FOR RESIDENCE = 150 GPD CONCRETE INVERT FORMED TO ( ) Q PITCHED MIN. AT LEAST THREE - GUARTERS MAST JOINT SEALANT /AREA 4b: GRAVEL 3,203 SF x (2/12 FT.) x 0.7 = 373.7 CU. FT.4 SANITARY SYSTEM OF THE DIAMETER OF THE PIPE TOTAL: 463.7 CU. FT. VIII. STEM REQUIREMENT FOR RESIDENCE (SEPTIC SYSTEM #3) :.i• SEPTIC SYSTEM 150 GPD 'F :. -w;.: k..:::;:;. �. :,' .. •.'' CAST IN PLACE FLEXIBLE USE: (1) 8' DIAMETER 11' HIGH POOL - z = or USE: 4 V DIAMETER 3'-6" HIGH POOL 1.SEPTIC TANK (ST): 150 GPD x 2 DAY FLOW = 300 GAL 017, � RUBBER SLEEVE WITH v 48 ID STAINLESS STEEL STRAPS OR ( ) USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT x 4 FT LIQUID DEPTH) CD � ,,.sk° ' FLEXIBLE RUBBER BOOT ,0 F� ' ,- „ 2.LEACHING POOLS ( LP ): 15011.5 S.F./GPD = 100 S.F. 7,7� (DW-4ab) (4) 8' X 3 -6" STORM DRAIN RING = 591.3 CU. FT." "8-o I. ALL MANHOLES SECTIONS SHALL CONFORM TO ASTM G-4r8, LATEST REVISION PROVIDED REQUIREDUSE MINIMUM ( 6 - 10 FT. DIA. X 2FT. HT.) ,1b A- I. SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MH SECTIONS 2. MANHOLE RISER SECTION TO BE FURNISHED 1,2,3, OR 4 HEIGHTS, AS REQUIRED 591.4 CU. FT. > 463.7 CU. FT. EFFECTIVE DEPTH ( 6 - 10 FT. DIA. X 2FT HT.) = 300 S.F. . SEPTIC TANK - 1200 GALLON 3. LOADING TO CONFORM TO AASHTO H-20 LOADING PLUS 50% EXPANSION (EXP): 3 - 10 FT DIA x 2 FT HTc, 01.`58 4. ALL CONCRETE I5 TO MEET 4000 PSI AT 28 DAY SET N.T.S. � SEPTIC SYSTEM #2 & #3 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION, 0.1 MINIMUM BELOW INLET(5) DRAINAGE CALCULATIONS FOR DWELLING BUILDING ROOF PROJE_EXISTING WASTE WATER PROCESSING (WASTE WATER SYSTEM #5) �" 1309 TYPICAL DISTRIBUTION MANHOLE DETAIL DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXISTING PRODUCTION AREA DRAWN BY: N.T.S. Roof "E" 480 SF x (2/12 FT.) x 0.9 = 72 CU. FT. UT BUILDINCP WALL SEPTIC SYSTEM #2 USE: (1) 8' DIAMETER x 2' HIGH POOL WASH DOWN OF WINE MAKING EQUIPMENT '500 GPD CHECKED BY: FF EL 30.0 (DW-E) (1) 8' X 2' STORM DRAIN RING = 84.4 CU. FT. TOTAL WASTE WATER PROCESSING 500 GPD NS PROVIDED REQUIRED WASTE WATER PROCESSING REQUIREMENTS: DATE: GRADE 28.5 FT. 84.4 CU. FT. > 72 CU. FT. WASTE WATER SYSTEM - 500 GPD • SCALE: July 27, 2o1E LEAN OUT DING WALL FF EL 31.0 1 1.LEACHING POOL : 500 GPD x 2 DAYS FLOW = 1,000 GAL " = 10'-0" GRADE 51.0 FT. GRADE 28.5 FT. GRADE 28.5 FT. 5' (1) 1,200 GAL LEACHING POOL (LP) (8 FT DIA x 4 FT LD) (EXISTING) SHEET TITLE: I' MIN. 2.5' 2'MAX. LEAN OUT MAX GRADE 5015 FT. GRADE 30.5 FT. It MIN. 2 MAX. 2.LEACHING POOLS 500 GPD / 1.5 SF / GPD = 333.3 SF PRODUCTIW USE (2) 8 FT DIA x 8 FT HT POOL (LP) (EXISTING) BUILDING 1/4"/FT. MIN EFFECTIVE DEPTH (2) (8 FT. DIA. X 7.67 FT. HT.) = 383.5 S.F. SITE I/8"/FT. 202 oT POOL I/4"/FT. MIN DISTRIBUTION PLUS 50% EXPANSION (EXP): 8 FT DIA x 8 FT HT SEfi�T I G LE,4GH I NCS �� TOP OF POOL , UTILITY IE. +2-1.55 1E. +2-1.45 MANHOLE i/4 /FT. MIN I/8"/FT. 28.8 FT. APPROVED BY DETAILS. TANG FOOL I E. +26.x5 BOT OF POOL I E. +30.03 SEPT n G LEAG I NCS 1E. +26.8-1 z 25.2 FT. IE. +2cl.75 IE. +2x.05 TANK POOL PLAP�I�litG BOARD SHEET NO.: IE. +2�i.65 TOWN OF SOUTHOLD L� _ GROUND WATER I E. +28.55 BOT OF POOL 8 ft. MIN. 25.2 FT. IE. +28.4 LY 23.8 FT. SEPTIC TANK W/ GROUND WATER o2ol m DATE IIS MAR d 1 2017 MONOLITIG BASE 15' 2a' 8 ft. MIN. 20.8 FT. oil Souti;oid Toedn E tanning BoardUj /4 SEPTIC PROFILE FOR DWELLING (SYSTEM 0) SEPTIC PROFILE FOR WINE PRODUCTION BUILDING (SYSTEMM PLANNING BOARD NO SCALE NO SCALE SCDHS SUBMISSION REVISIONS: October 13, 2016 TEST HOLE 1 BY MARK McDONALD 3 I GEOSCIENCE I I \\ NO SCALE SOUTHOLD, NEW YORK 11971 4 3 I NT 9IGIAT5 SOLD TEST HOLE DATA 10/2107 ELEV+37.0 DEVELOPN►� 0.5FT BROWN LOAM OL 3 FT. PALE BROWN SILT ML \ \ \ \ \ / PALE BROWN SILTY SAND WITH 10% GRAVEL SM 1 \ \ 8 FT. \ \ II \\ \\ \\ / BROWN FINE TO COARSE SAND SW \ \ \ \ FARM ROADXP P/ N0.1•E. // 0P SED # NO GROUNDWATER ENCOUNTERED COVERED SEE SHEET # SPI AOR / SE TIG SYSTEM STEM 1 \ / NO WATER, �\ ENTRY / OVERALL 51 TE PLAN I q� LP (I) 2 O SEPTIC TAN (ST) O \\ \ \\ \\ \\ _ _ O I FT A x 5 FT LD (ST) \ / NO SANITARY RELQGATED � I �- \ _ / I (I) 8 TDI x 5 FT LD \ \ RETAI-RI TEST HOLE #1 LP 6 ASE TRAP (&T) \ \ \ \ \ WALL :: I ELEV + 37.0 1 O OLP (5) 8 DI X 12 FT. HT. Z W A I LE CHIN POOL (LP) O \-ro I I — �e8/�� I O 8� (2) 8 T VIA x 12 FT HT (E TERRACE I ST I E ANSI N POOL \\ \ \ \ O SOD -45 EE #010-1 -0005 p I I EXISTYIN& I SHED TO BE / APPROVAL DATE a/16 p I RELOCATED I I \ I:xI5TIN6 \ 08 \ � � +36.q \ \ \ IRRIGATION WELL. ARE " /. , ii'� y, i /, \ \ "hart POTABLE a SPACES \ ENTRY /� ? �C.�/�0r.,>-EIS,,,. $ TM\ WATER OIL AND \ 35.5 +3�f Q / I I: i; % % j'z�� % $ 34.4 35.3+ \ ;%' /'re y �// ., l 1 \ s BLU TONE /i i,- %; / / Z 8x1 //,.. ,/� i /� SURFA61 G ,i;/ }�5' LR EL .":3' "O �' i/� 1 I //" y nw� /" r /r ON ASPHALT\ ,/ � %,de? . /i ,// ,"> ,/ �;- 9' ; $ i '%,. '.�// " g fTi F >/; WWI Vol d \ PITCH �� '%/' C5 T/r- PROP ED STORM 34.8 �, Ssa k 0 I / PITCH ---g54.8 T11N�; . WATER SYS M TYPICAL I 5N57+ I I / r ) > //." �U�L��N %/i 36.5 + PARK J) = GB T/F /i I= RST.,,FJL1Z.�. ,/: AREA 1.6.. +34.4 LEVa" i6.3, /% \ \ x / FARM ROAD / /.. / T Ion / IV �; '"'' - / �� 36 rn % '; r / OIL AND P BLUESTONE \ _ _ SURFACING ) 3� ?raii/ Dw� j I I I I / ON ASPHALT / \ EXIS iX 19/% 8/ s 8/ /12 TRAN,°5 rn I I I I I i / I I SEE S�-IFFY UI FOR zi I _�— — ' Q\� \ -- ----- -------------------- 1 1"10.56' _ _ _ _ i _ _ ____-- ill / �� / CONTINUATION OE L —PROP SED / I � / -------------------------- --------- -- \ 158.00 _ d / >•t86 O3, 30 SITE PLAN �' RELOPATED 15 F I I \ EXISTING UNDERGROUND m34 / O WATER, UTILITY EASEME I - O3' 30 W 4 ELECTRIC 4 UTILITIES LINT= 3 ry I 1 O N 86 3 / NO SANITARY 36 50 I _ _ _ _ _ - -/--� GRAVEL Q PROPOSED ►� I — iSURFAGE i O WASTE WATER SYSTEM #�- t� 35 oe7S z \\ I (I) 1,2oo GAL, SETTLEMENT TANK (STL� Z ROPOSED STORMGPLAVEL rn ¢ � SUR'AGE I I // I I \\ I ; (I) 8 FT DIA x 12 FT HT WATER SYSTEM TYPICAL J �• y a o LEAGHIN6 POOL (LP) W ,J• W z � (1) 5 FT DIA x 12 FT HT (EXP) z R z i 1 I I I i\8xa G o \ EXPANSION POOL W M 34 I t SG1�H5 i�EE #CIO-13-000J N o . Q n 0 � W• x . '�/'"; K hey ,, v ,y; ► I I I I APPROVAL DATE 2/q/16 POSED UNDER6ROUND PUBLIC PROPOSE I I WATER LINE 2°DIA, 54" UNDER UND PUBLAG I I BELOW GRADE r' WATER Ll 2"DIA, 54" 1 I 1 �" ' \ BLOW &RADM , or NL x \ \ _ ,�• i _... I-- \ APPROVED Y e;PG,�, . POSED TEE CONNECTION WITH � PLAc�r�1�G Ea,A�a POSE...%,K. \ \ j I 1 , PROPOSED NEW SHUT OFF VALVES -u I I AT WATER LINE INTO PRODUCTION TOWN' OF SOUTHOLD BUILDING AND AT WATER LINE TO , , WfNl:x1,Y \ I 24 TASTING BUILDING 0» �3- v //GSI► �ROJEC O: 0701 EW I EXISTING UNDERGROUND \, I DRIVEWAY / ELECTRIC, 4 UTILITIES LINE DRAWN BY: &RAVEL I , UT \ \ \ I d \I SURFACE / I CHECKED BY: ' \ , PROPOSED UNDERGROUND , PUBLIC, WATER LINE 4" DIA, NS �ONGRETE \ \ \ I I\ , 54 BELOW &RADE � DATE: Jul 24 2015 G�ZUSHINGPAD \ \\ \\ \\I r I \\ I i O PROP05ED SCALE: 1 = 201-011 \ I \ RQz SEE �HEET UI FOR \\ \\ VALVE SHEET TITLE: CONTINUATION OF \ t I / t &RAVEL SI TE F� AN \ i \\ I \. _!/ I m TASTING \ I z �r\ /Dw GB T/i� , � ROOM SURFACE 1 \ I -� 1 Xa \ 33.01 EXISTING BUILDING PUBLIC, WATER 6 031 3O yy 161.�3� — 34 MAIN IN ROAD SITE _ � Na 31 32 33 UTILITIES 86 O3, 30 Vi IB�.o' ' tq PLAN ® F- - SHEET NO.: _ _ ! q ENTRY � ®�� - S,,uth01d in Town I Flanninn Boar SCALE: V=20-'-0" SCDHS SUBMISSION REVISIONS: -� SANITARY CALCULATIONS October 13, 2016 January 19, 2017 HEAVY DUTY, LOCKING, HEAVY \ \ Durr, CAST IRON FRAME AND 1. ALLOWABLE DENSITY COVER TO 6RADE TOTAL ACERAGE: 4.4789 AC FINISHED GRADE (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) TRAFFIC BEARING TOP HYDROGEOLOGICAL ZONE: ZONE IV SLAB 8" THK 20 r: � < WATER SUPPLY: PUBLIC WATER r.. =� ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. II. SANITARY DENSITY CALCULATION INLET 0 PROPOSED TASTING ROOM BUILDING: (SEPTIC SYSTEM #1) MIN. 4" DIA 1. TASTING ROOM "MAIN" 5 GPD /Occupant) SDR 35 ©° ® �-� \ � \ ( p ) PVC PIPEPITCHED ® o PROVIDE PROVIDE 5 GPD X 84 Occupants = 420 GPD MIN. 1/8"/I' p ® 5' MIN. TRAFFIC TRAFFIC, 2. WINE PRODUCTION (0.04 GPD/SF) BEARING LOGKIN6, HEAVY DUTY, BEARING LOCKING, HEAVY DUTY, 0.04 GPD X 1,770 SF = 70.8 GPD Q 5LAB5 8" THK CAST IRON FRAME AND SLABS 8" THK CAST IRON FRAME AND _ 3. OFFICE SPACE (0.06 GPD/SF) COVER TO GRADE COVER TO GRADE 0.06 GPD X 267 SF = 16.02 G P D Q 4. RETAIL (0.03 GPD/SF) N� 2' � 0.03 GPD X 347 SF = 10.41 GPD w 5. STORAGE (0.04 GPD/SF) 0 ' w - :20110 20 :'. 0.04 GPD X 671 SF = 26.84 GPD 0 _ Q - INLET - INLET BACKFILL _ (N OUTLET MIN. _ N OUTLET S _ _ WINE PRODUCTION BUILDING: (SEPTIC SYSTEM #2) LLJ MATERIAL TO BE MIN. 4 DIA. .' � � � GLEAN SAND, AND SDR 35 DIA. SDR 6. PRODUCTION (0.04 GPD/SF) &RAVEL PVC, PIPE FLOW MIN. 4" 55 PVC, FLOW MIN. 6" 8' DIA' PITCHED LINE tt' DIA. SDR PIPE LINE DIA. SDR 0.04 GPD X 4,940 SF = 197.6 GPD /8"/FT # - ,. - 35 PVC, PITCHED 55 PUC 7. OFFICE SPACE (0.06 GPD/SF) < �� PIPE I/4"/FT PIPE FROM DIA' Q _ PITCHED FROM p - d PITCHED 0.06 GPD X 1,093 SF = 65.58 GPD 08 W GREA5E -1 I/8"/FT KITCHEN J `9 I/8"/FT TO 8. STORAGE (0.04 GPD/SF) - _ TRAP SDR o �n o TANK5EFT0.04 GPD X 3,096 SF - 123.84 GPD 58 PVC, MIN. ABOVE HIGHEST PIPE U1 MONOLITHIC z EXPECTED GROUNDWATER PITCHED EXISTING RESIDENCE: (SEPTIC SYSTEM #3) m I/4"/FT z N z 9. HOUSING UNIT 150 GPD/UNIT BACKFILL MATERIAL TO BE ' GLEAN 5AND AND GRAVEL ;. 150 GPD/UNIT = 150 GPD ) P I°'- 6" MIN. PENETRATION ' IN VER61N STRATA TOTAL SITE DENSITY FLOW = 11081.09 GPD OF SAND AND &RAVEL lo'-o" 8'-0" PROJECT NOT OVER DENSITY 0 TYPICAL LEACH1113MIG POOL DETAIL. SEPTIC TANK - 2500 GALLON GREASE TRAP III' SANITARY DESIGN FLOW: ASTING ROOM BUILDING: (SEPTIC SYSTEM #1) O w = N.T.S. SEPTIC SYSTEM #1 N.T.S. SEPTIC SYSTEM #1 N.T.S. SEPTIC SYSTEM #1 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) 7.5 GPD X 84 Occupants = 630 GPD � F- 2. 2. WINE PRODUCTION (0.04 GPD/SF) 0 0.04 GPD X 11770 SF = 70.8 GPD U) LOGKIN6, HEAVY DUTY, CAST IRON \ FRAME AND COVER TO GRADE 3. OFFICE SPACE (0.06 GPD/SF) FIN15HF-D 6RADE 0.06 GPD X 267 SF = 16.02 GPD 4. RETAIL (0.03 GPD/SF) TRAFFIC BEARING TOP0.03 GPD X 347 SF = 10.41 GPD SLAB 8" THK 2O" =�= in< 5. STORAGE (0.04 GPD/SF) 0.04GPD X671 SF = 26.84 GPD lk �o TOTAL SITE SEWAGE FLOW = 754.07 GPD INLET III, SANITARY SYSTEM REQUIREMENTS FOR TASTING ROOM MIN. 4" VIA \ / BUILDING: (SEPTIC SYSTEM #1) Z SDR PI �� ® / SEPTIC SYSTEM! - 754.07 GPD Ca PVC, PIPE PITCHED I� ® o PROVIDE to 1 MIN. 1/811/1' ® 3' MIN. TRAFFIC 1.SEPTIC TANK (ST): 754.07 GPD x 2 DAY FLOW = 1,508.14 GAL CO) a• co BEARING USE MINIMUM: 2,600 GAL SEPTIC TANK 10 FT DIA x 5 FT LD' D ® SLABS 8" THK LOOKING, HEAVY DUTY, ( ) J c 0 CAST IRON FRAME AND p o o ; COVER TO GRADE 2.GREASE TRAP (GT) w J• 0, c REQUIRED GREASE TRAP SYSTEM - 754.07 GPD ! = W ; 2' z irlx GREASE TRAP (GT) = w• a " D ; = N y N< USE: NEW (1-8 FT DIA x 5 FT LD) = 1500 GAL w• N _ TOTAL GREASE TRAP CAPACITY = 1500 GAL 5 �IL :?o ' PROVIDED REQUIRED ' _IUD - INLET 5ACKFILL - 1500 GAL > 754.07 GAL N C0 MATERIAL TO BE MIN. _ _ OUTLET 3.LEACHING POOLS LP : 754.07 / 1.5 = GLEAN SAND, AND DIA. SDR ( ) S.F./GPD 502.71 S.F. ( DIA. X 12 FT HT.) GRAVEL 35 PUG FLOW _ MIN. 4" USE MINIMUM 3 - 8 FT. . 8 DIA• PIPE LINE d - DIA. SDR EFFECTIVE DEPTH3 - 8 FT. DIA. X 11.67 FT. HT. = 875.25 S.F. PITCHED �. 35 PVC, ( ) 1/411/FT PIPE PLUS 50% EXPANSION (EXP): 2 - 8 FT DIA x 12 FT HT PITCHED "OVER DESIGNED AS PER ��oFNE -►v�N APPLICANT" C;Po��.srF�`A = MIN. ABOVE HIGHEST d m EXPEGT'ED GROUNDWATER • - z WASTE WATER PROCESSING FOR TASTING ROOM BUILDING: BACKFILL (MATERIAL TO BE � � WASTE WATER SYSTEM GLEAN SAND, AND &RAVEL 6" MIN. PENETRATION :- NEW PRODUCTION AREA 01�,�3- IN VER&IN !STRATASQA, .D F. OF SAND AND &RAVEL 8'-0" WASH DOWN OF WINE MAKING EQUIPMENT 200 GPD TOTAL WASTE WATER PROCESSING 200 GPD �PR J c 0:`" 0701 TYPICAL ILEACHING POOL DETAIL. SETTLEMENT TALK - 1200 GALLON WASTE WATER PROCESSING REQUIREMENTS: DRAWN BY: UT N.T.S. N.T.S. WASTE WATER SYSTEM - 200 GPD WASTE WATER SYSTEM #4 WASTE WATER SYSTEM #4 1.SETTLEMENT TANK: 200 GPD x 2 DAYS FLOW = 400 GAL CHECKED BY: Ns (1) 11200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) DATE: -LBUILDIN6 WALL I=I= EL 5-7.0 2.LEACHING POOLS 200 GPD / 1.5 SF / GPD = 133 SF JuIv 24 2015 1-11 e- 8 FT DIA x 12 FT HT POOL (LP) SCALE: 1 100-0 BUILDING Y'yALL GR,4D� LINA 5LE\/A�TION ± 35.5 I=T. GR,4D5 36. 1 FT. EFFECTIVE DEPTH (8 FT. DIA. X 11.67 FT. HT.) = 291.7 S.F. �' (�. +35.18 I�. +54.84 ' MIN. 2' MSX. o SHEET TITLE: PPL 56.., MIN. 2' MAX. PLUS 50 /o EXPANSION (EXP): 8 FT DIA x 12 FT HT TASTING ROOK 1/411/1=T. /8 /I=T. TOP OF POOL 1/4"/F'T. MIN TOP OF POOL BUILDING SETTLE LEACH I N& 55.OQ FT. &RADS 36.a PT. SEPT I G LEACH I N& 54.5q FT. DETAILS & MFNT P00 ,,� � TANK POOL APPROVED BY CALCULATION! IS. +55.54 TN �. +52.84 L BOT OF POOL \� . +34.34 BOT O POOL PLAt�tJitG BOARD IS. +53.54 IS. +52.-1 21.OQ FT. 1/4"/I=T. IS. +54.2 22.5c1 FT. I TOWN OF SOUTHOLD �-`�-(�" � I ' MIN. (� L ...� •E- SHEET NO.: �7 �t�J" 8 ft. MIN. 10 8 ft. MIN. I +3rJ. 6rJ 2 MAX. DATE I �U Of '0 MAR, 0 � 2017 IE. +35.45 Tfi��'cP IS. +54.015 .. WASTE WATER PROFILE FOR TASTING ROOM 10' Ll BUILDING (SYSTEM ##4) SEPTIC PROFILE FOR TASTING ROOM BUILDING SYSTEM #1 ) SYSTEM #2- NO SCALE SYSTEM #1 - NO SCALE SCDHS SUBMISSION I L REVISIONS: October 13, 2016 '71'-4" 2q'-8" -W-41129'-a DN UP r A PATH � TOBATH STAIR � ❑ ❑ EMPLOYEE CON IMENGE ATTIG / % ROOM LOUNGE X15T / � HALL OFFICE / DN GONG STOixAGE STORAGE PAD (n 0 W 5 FT PIA ®5 FT UJ Z Q PIA G 7 E-1 cPIA _ Z 0216 O 17 1=T - I 2 - r FT � I PIA O o "f FT , z J Q FT 216 W = VIA00 ~ TANK BARREL BOTTLING ROOM % ROOM BELOW STORAGE � TANK 'I BARREL- BOTTLING NMI OF ROOM ROS CASE BELOW BELOW DELO^Y4FT E PIA OFF 5T E NEN 000, 5 FT � ON GONG DIA FADY Y 5 FT 11 DIA _ ! V VIA V �L 'I PT %ro PIA 06 z• L(5 =T VIA CO Q• T J p W J• wz � r i � W• � � Q M W• La 0 IN x r U '711-411 29'-a - Q 1—• 101' I'-4" 2q'-b" y N 6 Im bu DING MEZZ"A N 1 Ift E F L LAO")' 00 R Z "Ph L Ij A% NNEW GONGRETE PPD 101' 'W1 E P" R"', "D U CTI 0 1 L"A SCALE: 1/8" V -0" GRU5HING PAD ORU5HIN& PAD ADDITION ST L r VrY 01 PROJE N-6: 1309 WINEE PRO' "U' UNRC-T-10 [mm NBUILmuftI (Am i" T F L 0 0 R% P L A' DRAWN BY: UT SCALE: 1/8" = 1' -0" CHECKED BY: NS APPROVED BY DATE: July 27, 2016 53-4 PLANNING BOARD SCALE: TOWN OF SOUTHOl.A 1/8" = 1' - 0" SHEET TITLE: E `� ( � a C� 1 BATH DAT KITCHEN DINING LIVINGROOM ROOM BEDROOM I E "PRODUCTION 95129"k SQmFT. PRODUCTIOIi a�' OFFICE AREA 11093 SF BUILDINGFLOOR UP FFT PRODUCTION 4,940 SF PLANS UP STORAGE 35096 SF MAS' C 2017 LrSHEET NO: ®WNG :ELLI 4�® SQ. FT■ .._ASO J!;) -o v r mvn om... SCALE: 1/8" = 1' -0" Pla,'imrg.evarq PLANNING BOARD SCDHS SUBMISSION REVISIONS: October 13, 2016 Q � Lu z z Q 0OL Iss, (Y- x OL _ Cl W ❑0 N � 0000 D � w 00 ❑❑ �o tl� _ 0 D 110 50"" 0 U -----El 11 L1 — 0 Q -1- T 10WEST ELEV"A 10 NO 0 SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" z O W Cl)v Q W Q.. Z La N • m C N ry tt� �, , . � J �• oma : 1W f2 o o W -�• w z r ❑ ❑ ❑❑ W- c cm tjC4 W• N 2 C U F � N Cn. 1 Nm A UO""6' [Em A S-T Em L E V A T I LAO%) N- LINOR" TH 1 " APPROVED 6 SCALE:118"=1'-0" PLANNING BOARD jf aF NcVI�} T0V,,N' OF SOUTH�}LD ��'' ,��. ST o � DATE `•-� ^'�CYT �`-L1 f � , 01T PROJE(�`'NO: 1309 MATERIAL LEGEND DRAWN BY: UT EXTERIOR WALLS: CHECKED BY: NS STUCCO WALLS WITH WOOD SHINGLES AT GABLE ENDS DATE: ROOF: July 27, 2016 ARCHITECTURAL ASPHALT SHINGLES ARC G S SCALE: DOORS: 1/8, = 1' - 0„ GARAGE DOORS ALUMINUM CLAD SHEET TITLE: ENTRY DOORS WOOD TRIM/CASING WINERY PAINTED PVC TRIM ELEVATION TERRACES: CONCRETE V=A LEVAT1014— CONSTRUCTION CLASSIFICATION: SCALE:118"=1'-0" PE III - NONCOMBUSTIBLE EXTERIOR WALLS SHEET NO: MAR 01 2017 I .ri0Ut110i�r!��.1F1�;e PLAN NINO--BC)�di;�RD�-�-i SCDHS SUBMISSION RESIDENCE REVISIONS: RESIDENCE RESIDENCE \ LOCATION Dec 12, 2017 c� ZONINGMAP / CURB \ -REStDENCE R�4,o \ Dec 19, 2017 I CUT :;'` \\\ \\\ \ \'`: \``C\\\\0 .:\.\ \ :<C\c\a•: 5;\ `` \� P` RESIDENCE \ ^. \\.o \�\: �� -\ � \\\.. \ �\'' \ \\\. \\:\ CURB RESIDENCE \ \\` ,\; \. :\. �\ \ RESIDENCE \ \ `\ `\ \\ \ `\ ,\ \ \ \\.� / CUT ` `\ \ \ \ \\ \�\ \ \ \`. \\`.\ \ RESIDENCE o .' \ o .\`; \ \; \ A \° ` \ \ \^\' RESIDENCE \ \ \ \\\ \\. — \,\,: \\\- \ �.,.\ \�\, \\ \ 04- M \\ \\ \� \\\ \ \\., n�\ \.\ \\ ,\\ , \,., GARAGE \ \, \\ RI : \\ \\\ :..\ \\�j \ CURB — \ \,: CUT Ja \\ \ \ �� \": \ ID � GARAGE � '�\�\�� \\'\\\\\\\'\\\\ I _ F CURB ` �l GARAGE \ CUT \ \ \\\ \ �\\\ \�\ \\ \\ .. �\\�\�.. \�\ • t- GARAGE GARAGE CURB GARAGE M CUT CURB CURB GARl�GEITE CUT Cur URBCURB ❑ \CURB PJ 0MIT �Q I CUT CR GARAGE 1 �i h 0) Lon CURB Q UT ELIZABETH G. 3 Creek � GEORGES s $/q vv sur 5 Sip a ? SOUNDVI'EW PAE �' FT WID1= I O Rd r CID _ ZON NG ry/SCTM �$Q- // cur �� RESIDENCE I A ��R/G S O p`s�'03� - � I N 70 30�\lV- j•',gcNT �oo u�• I I 0 o I ' $ �/ -,j`o\0 M I I �y I ? Y I KEVIN o=oIcLa-1) 68, I I a I.i. o�N S1 O W C T W/DCCT I KATHERINE _ IC LiGARAGE S"' " " ZONING i I SCTM # 1000-51-03-4.12 Z AC I I SCTM # 1000-51-03-4.13 SOUNDVIEW AVE LLC I I SCTM # 1000-51 03-4.140 LL SCTM # 1000-51 03-5.1 (merged 1000-51-03-5 & 1000-61-03-4.11) Z At PROPERTY: 5195 Old North Rd. w I I ADDRESS Southold NY, 11971 LL RESIDENCE I ANN & I i OWNER: Old North Road Barn LLC 06 ANroN Iu I5195 Old North I Southold, 1 971 � Z TURCIC - 1 I 0 LI � I 1 SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC Z —j _ I I DEVELOPMENT RIGHTS INTACT- 4.4789 AC O Z s 88 26' so" E 175.00' TOTAL SITE AREA: 26.056 AC Tm I ZONING: AC W FRANK PATRICIA I Q I 1 DENICOLA I 1 I I SURVEYOR: Peconic Surveyors > i PO Box 909 �I \ FRANCO PURITA I 1230 Traveler Street J 1 I Southold, NY 11971 Z 0 C 1 CHARDONNAY WOODS I I LICENSE #49618 W _ ASSOC OME �I I I NOTE: ELEVATIONS BASED UPON NAVD (1988), � � I-• \ (dFP NN\PACE) I I USC & GS DATUM Z O \ WILDBERRY LA 28 FT WIDE NE I BUILDING AREAS: P C GHAT ;NIDE I Y DR. I 28 FT WIDE I WINE PRODUCTION BUILDING: (12,695 sf total) SCTM # 1000-51-03-4.14 EXISTING BUILDING:r � ' ' (DEVELOPMENT I I PROPOSED BUILDING: 3,566 SQ. FT. W I RIGHTS SOLD) IUj / I DWELLING STRUCTURES (480 sf totals _ /CHARDONNAY WOODS i / I i EXIST DWELLINGS: 480 SQ. FT. I.-. / HOME ASSOC FRANCO PURITA I / (OPEN SPACE) I O ' of PARKING REQUIRED � WINE PRODUCTION BUILDING: 01"FICE AREA: 1,093 SF/100 SFISPACE = 10.9 SPACES 1 m I I Pi IRODUCTION : 4 EMPLOYEES = 4 SPACES STORAGE : 3,096 SF/1000 SF/SPACE = 3.1 SPACES j - 5 88 26' 50" E 175.0 I I NEW STORAGE : 3,566 SF/1000 SF/SPACE = 3.6 SPACES 200' DWELLING UNIT: 06 Z. ONE FAMILY DWELLING: 2 spaces per dwelling = 2 SPACES 500' _ N Soo' 1 TOTAL PARKING SPACES REQUIRED = 24 SPACES co Q TOTAL PARKING PROVIDED = 9 SPACES W/1 HC "� a 200' �\ I I I i TOTAL PARKING LAND BANKED = 15 SPACES W �, & 3 N I \ E z w � I � � W• � Mw ;G \ I�I I I a to p , LANDSCAPE AREA RECD. E 2 W. N \ I I I I LANDSCAPED PARKING AREA REQUIREMENTS: a * 10 SF OF INTERIOR LANDSCAPING FOR TRIBERRY FIELDS LLC I I EACH PARKING SPACE K3I I� A I (AGRICULTURAL RESERVE) I i * 1 TREE FOR EVERY 10 PARKING SPACES * EACH SEPARATE LANDSCAPED AREA TO BE 100 SF MINIMUM W/ 8FT MINIMUM WIDTH 9 PARKING SPACESF INTERIOR LANDSCAPING: S -o Ne�Yo ZONING I 9 x 10 SF = 90 SF REQUIRED STFF�� ' SCTM # 1 00-51-03-4.13 I 160 SF PROVIDED 77 `RIGH SOLD) j TIN I AC j TREES REQUIRED: I INC4 9/10 = 0.9 OR 1 TREE REQUIRED I SITE PLAN APPROVAL GRANTOD I 3 TREES PROVIDED o� 0� 1 LANDWA0D LIMIT OF FRESH SEPTIC, SYSTEM #2 I I I CH 10,2008 AND AN EXTE SION I I WATER WETLANDS A5 WINE FID ,TION f GRA TED ON JULY 6,2015 FO DELI �A7T BYSUFFOLK BUILDING CONS UCTIONOFANEWWI ERY ENVIRONN� AL CONSULTING I PkOJEC NO: INCON MARCH 6 2014 ' 1309 '1'BAGK � � I F� I I I CHARDONNAY WOODS NO WELLS - - �V5\ Q I DRAWN BY: UT I HOME ASSOC O,•g FOUND �_ �.P` �y I I THE UNDT RSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTIOIN 280-131(1),ACKNOWLEDGES THAT TIE CONDMONS OF THE SITE PLAiV (OPEN SPACE) ( WIT Qv N I I APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED SEE SHEET I � w IUs// I © ��23 I I �i_,120�AREACCEPTED(SEE CONDITIONS ONRESOLUTIONJ}. CHECKED BY: NS PRO SED NEA# I �V UNDE ROUND LIG mO , PROPOS SEPTIC, SYSTEM #I EXISTING I PLEAS RINT-17NkmE !J '�i 7YnX DATE: S 2/U I O SITE I - i WATER INE FRO m SCDHS F #G10-I5-OOb5 OFFSITE FIRE n ADT TASTI EXISTINiS I K APPRO DATE 2/a/1+ I ED SIG\ATL RE TITLE DATE July 27 2011 I -n _ HYDRANT AUTHORIL SCALE: LNLAROEMENT I 1" = 100'-0" OM L�#i O RELOCATED _LINGI - _ / N I Qui APPROVE BY I �\ I TOWN OF SOo HOLD PLArNI VG BOARD n d © , — ( I ,, \\ SHEET TITLE: I ARTY ,...,`;::.>�.,;. /"" CJ,, _ " fV h�� I �� No wELL I FOUND /Us W< O sb so E o �� N I �` E OVERALL WITHIN DIUS — 03' 30" GHAIRPERSOS SiGNATf:RE DATE o I >I '. I I W 170.56 z„ o SITE PLAN SEPTI 5 STEM #3 W 5 %' { :>' f ALBINA PROPO ED TASTING P g i. i � I NOTE•Thea oved site development plan shall be valid for period of eighteen 18 R�LOGA D WELLING - :r _ sAwlcKl n{°x' �W TER � ROOM ILDING � 1� months from the date of approval as SCDHS F per code section 280-132A. I WICKI WALTER �\ WA }. LTER F-i EXISTI G TORAGE m ,J sawlcKl SAWICKI #010-15 10005 / I BUILDIN POSED m SCT # 10 0-51 3-5. I JR WINE DUCTION — CURB EVELO I OLD NORTH RO,gD 25 WIDE FT BUILDING Z CUT GHTS TGT Cu B m I Ll (� SHEET NO.: N DEC 2 0 2017 � �\\ OLD NORTH ROAD 25 FT WIDE / I� PRop� ED NEW — — — — ' SEE SHEET / UNDER6 PUBLIC, NEW ADDITION PUBLIC, WA R SOUthOld TOGO 1 WATER LINE FROIII ROAD MAIN IN RO #US FOR SIT / PlanningQOaird TO RELOCATED DWt41N& � x BUILDING ADDITION / ENLARGEMENT 13" UNDER CONSTRUCTION / TOWN PLANNING BOARD SCDHS \ LAN PROPOSED NEW UNDERGROUNb PUBLIC / SUBMISSION SCALE:-4"--=-�OA�-�O_�_ _ o PRODUC ON BUiLDt'N&SINE IN ROAD // SCDHS Ref #C10-13-0005 REVISIONS: �15 FT UTILITY Dec 19, 2017 EASEMENT INE OF DEME OP T \ / I R16HTS SOLD FOR PRODUCTION BUILD NG SEE LINE OF PE Y EL.OFMr—N SHEET #UI (SITE UTILITIES PLAN) it l GHT`5' 5OLD U I LD I NG FACADE _ I P SED STORM 5Y5 LIGHT FIXTURE "A" SEE SHEET #UI (SITE UTILITIES PLAN) EDGE OF PAVIN TYP SEE SHT #5F5 DEVELOPMENT RIGHTS SEE 5HEE°T�Pf FOR I Q LINE or / XI5 I ° a d d a I 1 \ F & VEL SU Ace 1 \° ° /° d d CONTINUATION OI= / ° d° d �° \ / ° °\ ° — _ I _Z \ \� ° `° ° ` 51 TE PLAN /' \ O d ° ° — EXISTING DRIVEWAY / — ( ° d ° ° ° 4o' ° ° DGE OF W PROPOSED \ \ / \ ° GRAVEL SURFACE / \ \ _ / 1 30' ° ° ° d ° ° RET 61 1 HT WALL ° pRppO53:D ° PAYING I GTION ° y ,( GONSTRU / A177 EXISTING A Ell Ill Q ,� , j%i, fir/ / 1 / 'a, g"///// z LU RELOCATE PARKING '// LAND BANKED / / �/ / , X15TING D NE L L I,N G / /,. .� 2 SPACETREES Tree: one 16 ft ht T kcal / , / / ��j j j�,,/� , ,, % /� /, / . , Z / / // err i j�'/i //A/ j�/,''r / / / / / /// j /i ILDING FACADE — \ / j �\ /�%// �j O O/5EPM% W "All /R LI FIXTURE A , \ / , � X��T�' G � � ;/'i i' '�/ // %; /��/ • TYP 5 SHT 7 / , ; % . I 1 A /, , i7O �r I Q / 0 � / � /%, //'; ' .. a / / / /' O r/ /,/r,/,/,��, / / ;; /� ' /'" = EXISTING Z F' / ''/ // LAWN EXIST / / j / T WI/Mw/Ale//✓ .,SON%/i�� i;�/''� LAWN I (n / /i W /� WNT/, / IRS : /, / 1 GONG / / �/ i' %a, '% " r ., ,/ SLAB ,/,/.;., PARKING \ i:, / i/ /// LAND BANKED / F/00, / 0/0 / 9 SPACES /i„' /// / /''i / MEN/, , LUNEW SH DE /, i / /////; / '/�/ / ;// / ,;, /% // /i \ TREE IN /i// //�j /% % < ;,,,; W / %/ //ii LANDSG PED / / ,/./ / / /i//' i i'/'/', //, //„i/j // /j / i / 00// /,' LAN � / PROPOSED SEPTIC SYSTEM # , ice;; , / /, ,;r,',., ,, , FOR DWELLING ..EE SHEET #UI 1 � � / � / / / %/� � �' � ",,� ?�//%'' < O / / / / / ///,,//i // �ji;. ��j//,��/„/i/,,�/�/� /�/ . X15TING SITE UTILITIES PLAN / / // / // // % �i' ' O z = / % / �/; / �//i ',�/// /g/ TREES f I14 / i/ i \ / / /, / r/% /% /r rubs: Bearberr PARKIN / / �� / / // /� �i /� �� %"�/%i' /� I al, 24 oc Q SPAG 5 '/ / i j ;� �//� i /% 9 IN/ ' /// // rr. // / /j//�� /O I I &RAVEL SUR AGE / i// / 08 Z / i% /\ j/�/ iii/ � I //// i/� 1 J _ _2 AT a I %221 �we 4LdLl d (J•I. N = 1 r ------' A A d \ -- ° ° 5ETBAGK L I NE 20 ____� a ° . . ,° ° • ° \ / �� d• ° NtH"cONGRETE°• ° I GONGRET'E ' ° ° CRUSHING PAD � °'' i�ONT I EXISTING CONCRETE CRU5HIN6 PAD d ° L ° °• a ° d CRUSHING PAD CONSTRUCTION ° ° ° a d° 5ETBAGK UILDING FACADE .� • ° .°° LINE Pio NE�,y dC� l F`O� \ ( 1 LIGHT FIXTURE "A�� CO� G L.3T F •'r ( 1 / TYP SEE SHT #5P3 DGE OF ° a• - fie. PAVIN& ° a a ALI d ° ° a V1 W PROPOSED Tree: Honey — ( add° ( ° d - Locust, 4" cal, — / � / ° d ° 1� ° \ / ° �rn RETAINING WALL 16 ft ht, Typical \\ //° d ° 36” HT LAWN / — ` I 1 / \ I 1 \ _ � ' dd ° d Q a d ° 5EE 5HEET SPI `r \ / \ / ° 0 1� 1 ` — — ' / — EXISTING DRIVEWAY ° d d ° ° ° d ° ° d FOR ROJEC NO: 1309 T /� CONTINUATION EXIS'1•ING DEER FENG O 1 GRAVEL SURFACE /%°a a 4° ° ° a° °/a \°\ ° ° G d d �J OF 51 TE ° DRAWN BY: 1 ° ,p d d ° PLAN \ / DGE OF I 0 \ / ( 1 ° ° „4 UT _ ° CHECKED BY: PAVING EXISTN6 DRIVEWAY \ / DGE OF a \ / ` GRA L 5URFAGE \ ` / PAYING \ /° d G° d ' , NS f-EXIST DEER ° ° ° ° ° ALTdSUR ---4_ — ° ° E° d ° '0 " d ° ° DATE: July 27, 2016 LOADING BERTH 15'x45' SCALE: °ASPHALT 1" = 10'-0” p AGB C 6 . 3' SURPACE FROM TOWN ° EW EVER N TREES O ap F�' BEYO Eastern d Cedar, SHEET TITLE: GRA SURF 86 3 3 FOAD°T PH T c�RFACE E ( G FROM 17RAINA6E BASIN IO-12' h ft oo ENLARGED APPROVED BY _ o astern SET, SpETIFIGATIONS SITE PLAN PLANNING BOARD XI NG Red G r, 10-12' p-MI=ST TOWN-+�I�W'°` d EXISTIN � ht, I ft oc T � T�`ND��S ° DEER FENCE TOWN OF SOUTHOLD '5 SPHALT PAVIN& SURFACE FROM E IN 86d 3 T WN ROAD TO 10 FT BEYOND DC7 EXI5TIN6 F M ORA BASIN TOWN / ENTRY TO BE ° d DATE I 51dam T ES GIFIGATIONS TO 1"� � ABANDONED (,J HI HWAY STANDARDS 301 Cp m SHEET NO.: o c� ----- _. � ?�� OLD NORTH ROAD p 91 w � o PRL 'R' N GRADE AS REQUIRED T URB OUT TO BE CROWNED a TO PREVENT STORM WATER I PREVENT STORMWATER RUN POSED 5 O M R 5 M RUN-OFF FROM LEAVING SCALE: 1"=102-011 OFF FROM 5PILLING ONTO SEE SHEET #UI (SITE UTILITIES PLAN) SITE AND ENTERING TOWN —V TOWN PLANNING BOARD TOWN ROAD ROAD SYSTEM S C D H S SUBMISSION r REVISIONS: L 16HT E I XTURE LE6EIND 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 January 9, 2017 LABEL MANUFACTURER MODEL HEIGHT LAMP TYPE WATTS LUMENS COLOR TEMP EFFICACY OPERATING TIME December 19, 2017 A RAB LIGHTING, INC. WPLED26Y 14 FT LED 26 I qq4 5000K bg LPW SW I TGHED ON AS REOU I RED OOTGANDLE LEVELS Al RAB LIGHTING, INC:. WPLED26Y 14 FT LED 26 1984 5000K 69 LPW SUNSET TO CLOSING ON A REGULAR GRID TYPICAL B RAS L1(5HTIN6, INS:. SLIMI2Y 12 FT LED 12 1242 5000K g0 LPW SUNSET TO 01-051N6 G RAS LIGHTING, INC:. SLIMI2Y 10 FT LED 12 1242 SOOOK g0 LPW 5UN5ET TO CLO51N6 + + + + + + + + + + + + + + + + + D RAB L 16HTI N6, I NO. 5L I M 12Y 11 FT LED 12 1242 5000K qO LPW SUNSET TO CLOS I N6 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 . 1 0 . 1 0 . 0 0 . 0 LIM OF DEVEL NT RIGHTS SOLD + + + + + + + + + + + + + + + + + + + + + + + ~ . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 . 2 3 4 0 . 4 . 9 1 . 0 0 . 2 0 . 0 Q Z 6 DPlVr=YiAf 0 F. 0 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 . 9 2 . 2 9 0 . 2 0 . 2 . 6 1 . . 1 3 . 4 1 0 . 2 1 . 9 2 . 6 0 9 0 . 2 0 . 0 D O EXISTIN6 DRIVEWAY O D � � 5 0 1 . . 2 . 4 3 . 8 D C/) a + 0 . 0 0 . + + + + + + + 0 . 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . . 1 0 . 0 0 . 0 Z W W ILDIN6 FACADE 0 Z Z RELOCATE TTYPIGALxTVRE F- DWELL I NCS ILDIN6 FACADE + ' 0 . 0 0 . 0 + 0 . 1 0 . 1 0 . 1 0 . 1 . 1 LIGHT FIXTURE + 0 0 . 0 0 . 0 0 . 0 D W TYPICAL Q C 08Z 0 . 0 0 . 0 0 . 0 4 +. 7 0 . 1 0 . 1 0 +. 1 0 . 0 0 . 0 Cl) J Z = 0 00 + + + + + + + W 0 . 0 0 . 0 0 . 0 0 . . 1 0 . 1 0 . 1 1 2 . 6 . 0 0 . 0 O ILDIN6 FA AVE D PROF05ED > p! LI&HT FIXTU EXI5TIN6 WINE BUILDIN60 TYPICAL PRODUGTI ON ADDITION ADDITION TO Z O + + + + + + + + + + 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 . 1 0 . 1 0 . 1 1 6 5U I LD I N6 U .UNDER I LD I N6 0 0 W � J) UNDER M (9 CONSTRUCTION GONSTRUOTION Z O APPROVED BY ~ + vo + + + v) 0 . 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . O • PLANNING BOARD R W TOWN OF SOUTHOLD W + DATE 5 1 I J aZO(�j F- 0 . 0 0 . 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 0 0 . 1 0 . 1 p , O d � D 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 . 7 2 . 4 , ILDIN6 FACADE + + LIGHT FIXTURE 0 . 0 0 ' 0 TYPICAL L EXISTING ILDIN6 FACADE od Z + + + + + + + + + + + EXTERIOR L16HT FIXTURE + + y Q• L 0 . 0 00 . 0 .0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 1 0 . 1 LIGHT 1=1TO BE REEMOMO ESVED TYPICAL � o AND a o FOOTCANDLE LEVEL ,n, NOTED ON REPLACED W J o ,. ON A REGULAR &RID TYPICAL PLAN A • = a z 6.5 ' A W• 165mm I + + + + + + + + + + + + + + + + + +- + + Q r c 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 . 0 0 . 1 0 . 1 0 . 1 p Al . 5 2 . 0 3 . 9 1 . 1 . 3 3 . 9 2 . 0 0 . 0 . 1 0 . 0 Mw• N0 0) M 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 2 . 4 4 . 3 2 . 3 3 . 6 3 . 1 1 . 8 2 . 8 2 . 8 1 . 0 . 0 . 1 0 . 0 8.75" 222mm + + �P�SOF NEivk 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 0 . 1 0 5 . 2 1 . 8 . 7 0 . 5 7 0 . 9 0 . 6 0 . 3 . 9 . 3 0 . 1 0 . 0 � G.� '-.srF��.�� + 0 . 0 . 5 0 + . 5 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 3.9" 99mm EXI5TIN6 DRIVEWAY 'PROJEN0: RAB L 16HTI N6, 1140. /7 1309 SL I M 12Y + 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 DRAWN BY: UT . .. -.. NEW DRIVEWAY CHECKED BY: NS ma .. + Z + + + + + + + + + + + + + + + + + + + + + + + + + DATE: TN .. . : " 0 . 0 . July 27, 2016 Q . 0 0 . 0 0 . 0 0 . . 0 . l . l . 1 0 . 1� 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . p SCALE: 1" = 10'-0" a _; 3- {ta�.stl ,1 161.5 03' 30 W SHEET TITLE: + hi'- ' + + + + + + + + + + + + + + + + + + + + + + + + 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 SITE � .-. 0 . 0 0 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 � � . 0- PHOTOME TRIC 115.751``ti �, "�- . . _ 86d 03 30 W 155.0' - OOTGANDLE LEVELS W DVY L I G H TI N G MINNOW ON A REGULAR GRID TYPICAL PLAN + + + + + + + + + + + + + + + + + w C c� 0 . 0 0 . . � 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 C ci C.7 I-------- �a * yy DRIti�WA►Y ENTR IC' 1235M] SHEET NO.: �t 8 RAB LIGHTING, 1140. qLAR%,71tD S1 P L \ZZN V% W 'LED26YIt A SCALE: 1"=10-'-O" PLANNING BOARD EXISTING SEPTIC SYSTEM T ROPOSED SEPTIC, SYSTEM #2 BE FILLED IN AND FOR PRODUCTION BUILDING ` REVISIONS: ABANDONED '� SEPTIC TANK 1,200 GAL (ST) INE OF DEVELOPMENT 32 34 IS FT UTILITY 36 October 13, 2016 8 FT DIA x 4 FT LD RI&HTS SOLD - NOT A I 1 EA5EMENT / January 19, 2017 PROPERTY LINE PROPOSED STOR �' LEACHING POOLS (LP) INE OF DEVELOPMENT' / February 20, 2017 'OPOiATER STORM I RIGHTS SOLD - NOT �� March De 12, 2017 2017 HATER SYS TEM STEM (4) 8 FT DIA x 5 FT HT SEE CALCULATIONS FOR 5 CALCULATIONS FOR * FUTURE EXPANSION (EXP) PROPERTY LINE ' Dec 19, 2017 SIZES OF DRYWELLS SIZES OF DRYWELLS (2) 8 FT DIA x 5 FT HT I HOVE TRAP 30 LINE OF DEVELOPMENT EDGE OF PAVIN CLEANOUT 8' I RIGHTS SOLD - NOTA TYPICAL 1 M N ° ° ° 20DIN PROPERTY LINE DEVELOPMENT RIGHTS SOLD d LI OF 17EVE LP +30.5 Lp LP I / Q 2Q ° EXP B \ Z ° d EXP° DGE OFA� \ i-\ 28 / II II\ � ° ° PAVIN& I \I LP ° a d °d DRIVEWAY ° DI„I IIEII F- \+28.5 NEIN &RAVEL ° 11511\ EXISTING DRIVEWAYJ /DW IIGII\ '�\ /� +30.5 ° d d - ° SURFACE ° O° d / I \ / f I L d n I Q //X� \\ LAWN \ / L \ l' \\ _r ST PITCH DN a ° d 30.x+ O OHIO/ 'i PITC - Z - - _ -- / / /�/�� DIN I13PH "Ell1I I / \� // 0/ ii%%i�� . 30.6 r / /i' i ;%'%/,/ � ;/ / / / , , // / / / , / / / // / / /'/ � � ' �, / PROP SED STOP, RELOCATED DWELL I N , r/, �/ /� II II I I / / % / URN/, WA R SYSTEM /� / / /// // / � / GROSS FLOOR AREA: SEE GALGU ATIONS FOR 480 sf /i / / ,/ /�i / % / / I/ / / / � / /i / � /010/1111112/1v// /� SIZES Or DRYWELLS ��/ // / NO BASEMENT OR ,� / ' ///i.�''� / '/"�i%%// !i�/��/�// � i/ CRAWL SPACE //, / /,, / / / / / / / / ,%/ j. i/ , //////� / i/;,/,r LL / / / / // / / / r / //, / . FIRST FLR. ELEV. 30.0 / IDW 4ab � / / / / / / //,//// // /,.,� /�/i/� �ji' / ' ' ,;moi/ Will ,,% ; , MEN , ; Z / / / /i / // i/+28.5 / / / // // // � / / !�> V) ,4ab // LtN 10/1/1//; //% If I. /�./ �' �., (DN / ' % " / PROP , /10// % , 11J UNDERGROUND PUBLIC //// 1 / / / / ` // / �j /; / i/; / /////i///�// /// I I 1_' WATER INE FROM ROAD 2 DIA 54 BELOW &RADE /%/ I 1 , / / / ,/ /i DW "4ab" / / / / / / / / ://%/i/%/// / / � // ISTINCG SEPTIC / //�/ M TO I'SE \ / / / ' % - / / / / j/ i '�/�� ; /''';' iiij%� \ I 00 J - PARKING / /' / % / /� �' ., ' ' ,;' "' /�/!'/; FILLED ,41VD / , / // /// '/ /i// / %,' ' '�, I / f'bf )/06/1 0 / ' / %; , , � i., Z ABAN 5 5PAGE5 /EX15T3O' { _ UILSC ' G/ / / / / , //, //�/ //, �i / ,,i , w "All EQUI ; // / t" / r/ /N/ / .� DW A // , / , �' ;kq 0 r�/ //,//,�/�// ;,i' ' \ 3 U� GONG / / / / / / / ,i///// / I 28.5+ I 1 // / / / /FIR5TIFLR. I O � ; /,i Z z / ,EL / / r// L71� // O # / SLAB / / //, V A �., . . �/'� ' / '/ / �� / /�////ij��/�/.y, ,. - /-r�- ,vi;,./,i"/%%^' %�/��/ ' /%%/� \ TEST H LE 3 \ / / // // /�/� �,/ i, ///// �/i . (n 28 / /�� o R0�5 OqR ARI=A / / , / </ 010v CLO U) HOUSE TRAP % //�%%/'%%%/ % �PPROVED BY CLEANOUT 8 / / / , /// / // // //;/, �/ i/i,;,� TYPICAL �/� I / / ,' 5 /' / // // // /// �j��%'",/ „ //� ;'!/ AFD LANDSG14PED '! / / / / / / / / / / / // / // %%�j%// % ce0`" r %i %%%j' ,,�, w 15LAND I / / / / / / / // / / ' //,// ///// ' \ / / / // / // E r��Krcr�R�%' ,, /,�,/// Tovv of souT�ot.D = PROPOSED SEPTIC SYSTEM-# _ - / / . /' / ' '/ / I F- FOR DWELLING 10 O_ _ / / / %/ / / r // // / / /�%/// 7`;FLR.- LEI 1j% i/. DATE NEW PROPOSE / / / / / /// / /// j , , j / / TANK 1 ' 00 GAL ST - - SEPTIC T ? ( ) MIN _ LP UNDERGROUND _ ID DEPTH O 8 FT x 4 FT L I QU ,- ,/ / / / ; / / ' /' // , :�,.,�, ;//�/ IN6 _ // r / / // r / /� / / // ELECTRIC - _ -� I // / // / / / i��! j /�� i / '/ //��//��%/ /i� ^� LEACHING POOI_5 (LP) _ _ . / / / 1 UTILITY LINE _ I � / ,r / / �/% � � %� /� ,'r/// %"� 'X/ , (6) 10 FTVIAx2FTHT LP _ / / / / / // /''' OI BE MOVED � FUTURE EXPANSION (EXP) (3) 10 FT DIA x 2 FT HT 28.5+ PARKIN 4 SPACES06 z P \ // / / / /��/ / '///// Al //r \ v7 a• M EXP 6 / II n /, j N oLF 0 LLJLi _j. U Lr 1.11 z LAWN _R.IDC7 L E 2q.-i+ _ I \ j j / i 30.8+ ° \ W = EXP _ _ - 1 r _ "° %j LLI EXP 28.5+ - _ I \ / // '' ' \ P05ED°' ° °4, d ° \\ '�\ -� W. N ; d ° ° d° \ \ TIN6 5TRUGTURE _ - 30.6 1 \ °BRP, VALVId - _ \ NEW CLEANOUT FOR NE \ d. ° ° ° °° \ J II I\I Q ~• " ' INTERIOR FLOOR DRAINS \ -0 4 ° t° , °° d -1 DW IIDII\I-•-- \ DW 1 / N N - - _ - _ Q PROPOSED NEW UNDER6ROUND PUBLI \\ ° ° d° Z° DBE F 1 D&E -D 1 WATER LINE, 2"DIA, 54" BELOW GRADE x ° ° ° d ��- ROPOSED STORM 4 1 TO WINE PRODUCTION BUILDING \\ °• '� ,q� WATER SYSTEM 3 1 NEW UNDERGROUND WASTE LINE FRO \ d °a d 1 NEW INTERIOR FLOOR DRAINS TO \ d 4 \ I EXISTING WASTEWATER SYSTEM ; \ NEW CONCRETE ° ° .14 ° • • _\ NEW CONCRETE z 1 \ SH N6 P • ° ° \ OF N PAVINISS, /01 ° �, O d° �, „I 1 NEW PROPOSED UNDERGROUN /yj UNDER ° NEW°C:ONGRt:' • LAWN 34 CO` G� L STFFy� TEST HOLE #2 ab IDH tab ° NO SCALE I 1 \ / 1 ELECTRIC, UTILITY LINE N G 10 ° °° ° ° a CRUSHING°PAD•° ° ° �� `� BY MARK McDONALD GEOSCIENCE EXISTING Dej�MAAYXIS I G 1 ° ° a ° 9 ° ° MIN \ °° °d ° d � °+30.0 ROPOSED 5TOR1� SOUTHOLD, NEW YORK 11971 \ BRA L 5URFACE CONCRETE \ ° ;�ATEP, SYSTEM \\ PROPOSED STORM-------- TOR \ CRUSHING 1 - -- - __ - - - ----- -- 30.0 fid- DA°IIBII --° - °°DWd IIBIQd ° d EE CALCULATIONS FOR TEST HOLE DATA 6/14/16 ELEV. + 30.5 +30.0 DA (IBI' - d d 0 ° SIZES OF DRYWELL5 O WATER SYSTEM +2�i.0 \ cy DM /i-' \\ � d :L% ° ° ° ,s '795 � G 0.5 FT. DARK BROWN LOAM OL EXISTING WELL TO BE REMOVE �'_ +2a.6 I� p` MSN 1O' ° ° ° ° ° ° ° ° ° d� ° SEE �J' HEF-T U3 FOR\ 3.0 FT. BROWN SILT ML Iflw 112ab F--__ DyV�r2ab� LP MIN ° °° d d ° a a ° ° d d ` CONTINUATION OF PRO,�CT O: -\ / ., \` / p/rCy O P ° ° ° ° ° �.�' ITE PLAN //p r 1309 9.7 FT. PALE BROWN FINE SAND SP O ° IsV lab flab ° d d ° \ DRAWN IbY: D14 � L I I (DA "2 b"f"� \j`� \ \ N 20 LP ° 11.0 FT. WATER IN PALE BROWN FINE SAND SP / \ \\ O $, � _a__ % 2aa4 3 UT WATER IN PALE BROWN FINE \ ' // \\ _ \\\ , _ EXISTING DRIVEWAY 'LJ/ 21.4 4 a ° L ° ° ° d Q °° a CHECKED BY: \ \ GRAVEL SURFACE FAGS ° A NS TO COARSE SAND SW EX STING 5gPTI -'� /v \ -15W a4, d 'd GRA`V' ° 17 FT. x 15W '2ab1' II III % 2q.6+ ° C A5PHAI. � Ei I L PITCH DN P`RU501P10C1E0ATNErP=,yqLUI DER&ROU _ PAGE C DATE: COMMENTS: GROUND (NATER AND HIGHEST POSED NEW STEM To BE 1 IDW tab \ / 2"DIA 54" 'S'� ° �. July 27, 2016 EXPECTED GROUND WATER ENCOUNTERED UNDERGROUND ILLED IN ,AND %! \ 1z - ° 9.7' BELOW SURFACE, 1=LEV 20.8' � PUBLIC WATER ABAl�DON)=D \\ // \` / \` �/ BELOW GRADE T RESIDENCE / �y ° ° 3p °3©.C9+ �"""' LINE FROM ROAD 6 TbWN° SCALE: -" " I. +2q• \ " 161.53 SURF �TdPA�(IN6 RADE AS REQUIRED TO 1•• = 10'-0" G E PROM SHEET TITLE: TEST HOLE #3_ 2 DIA, 54 p PAGE N D E OF PAVING to BELOW GRADE LAWN _ QTc &RA'�L SUR N 86d 03 3o W TO°°IO°FT BEYo 3 SPHALT SURFACE EXISTING P�RO� DRAINA�6E BASIN PREVENT STORMWATER NO SCALE / z �..� SPECIFICATIONS RUN OFF iFROM SPILLING � N A ENTRY TO BE I E'1',° ONTO TOw�tN ROAD P RO D U CTI O� BY MARK McDONALD GEOSCIENCE _� -_ I ABANDONED PUBLIC p°EE�5 N HI6HWA° BUILDING SOUTHOLD, NEW YORK 11971 X15TIN6 WASTE WATER SYSTEM #5 WATER METER5 TEST HOLE DATA 5/x'6/16 ELEV. + 29.0 +2�i.4 I PROPOSED NE °20' ° XI5TIN6 PUBLIC WATER SITE ACE CROWNED TO PREVENT (I) 8 FT DIA x 4 FT HT (EXISTING) d 03 30 W 185.0 ASPHALT PA I N& � pI.1D M CUT TO B LEACHING POOL (LP) UNDERGROUND d MAIN IN ROAD UTILITIES 2.0 FT. MIX SAND AND LOAM OL N 86d TOyyN ROAD T STORM WATER RUN-OFF "LIG WATER LINE 2) EXISTING PROi,,I DRAI1`IA�GE BA`SINEI OWN FROM LEAVING SITE AND (2) 8 FT DIA x 8 FT HT (EXISTING) II 2ci GRADE A5 REQUIRE IGA�TION5 To LEACHING POOL (LP) FROM ROAD, 2 DIA, PUBLIC WATER ° d o d PLAN 5.8 FT. GREY CLAY C'H SPEGIP ENTERING TOWN ROAD % 54" BELOW &RADE VALVES TO PREVENT HIGHWAY' , STA 3N DARDS SYSTEM (1) 8 FT' DIA x 8 FT HT (NEW LP) 1 STORMWATER RUN OFF NEW LEACHING POOL SHEET NO.: 7 FT. WATER IN GREY CLAY CH FROM SPILLING ONTO `, DRI\�yyAY EN TOWN ROAD Z111111111111 1A E WATER IN BROWN FINE OLD NORTH ROAD L R%0 �L p" L" A 17 FT. TO MEDIUM SAND SP NEW RELOCATE , SCALE: 191=10-'-0" COMMENTS: GROUND WATER AND HIGHEST UNDERGROUND D E C �`� TOWN PLANNING BOARD EXPECTED GROUND WATER ENCOUNTERED ELECTRIC UTILITY LINE DEC 2 0 M7 PSCDHS SUBMISSION 5.8' BELOW SURFACE, ELEV 23.2' SCDHS Ref #C10-13-0005 Manning Board d DRAINAGE CALCULATIONS FOR REVISIONS: HEAVY DUN LOCKING WINE PRODUCTION BUILDING ROOF SANITARY CALCULATIONS October 13, 2016 CAST IRON FRAME AND January 19, 2017 HEAVY DUTY LOCKING FINISHED GRADE DOVER TO GRADE DRY WELL AREA x RAINFALL x RUNOFF FACTOR I. ALLOWABLE DENSITY Dec 12, 2017 CAST IRON FRAME AND Roof "A" 1,338 SF x (2/12 FT.) x 0.9 = 200.7 CU. FT. TOTAL ACERAGE: 4.4789 AC DOVER TO GRADE TRAFFIC BEARING 20" USE: (2) 8' DIAMETER x Y-6" HIGH POOL (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) INISHED GRADE TOP SLAB 8" THK (DW-A) (2) 8' X X-6" STORM DRAIN RING = 295.7 CU. FT. HYDROGEOLOGICAL ZONE: ZONE IV TRAFFIC BEARIN6 20 - 0 PROVIDED REQUIRED WATER SUPPLY: PUBLIC WATER TOP SLAB 8" THK INLET 295.7 CU. FT. > 200.7 CU. FT. ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. E... MIN. 4" ® ® ® Roof "B" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. Q - N N DIA 5DR ® ® � ® USE GROSS OVER PIPE USE: (3) 8' DIAMETER x 4' HIGH POOL II• SANITARY DENSITY CALCULATION Z INLET' 55 PVC, BETWEEN THE MIDDLE MIN. ��" � PIPE ® ® D ® N RINC75 AND THE FOUR (DW-13) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. PROPOSED TASTING ROOM BUILDING: (SEPTIC SYSTEM 91) DIA 5DR ® ® OUTLET O PITCHED ® ® � OUTSIDE RINGS, EIGHT PROVIDED REQUIRED �� I- 55 PVC > MIN. 1. TASTING ROOM MAIN (5 GPD /Occupant) PIPE ® ® o m I 3' MIN 1/8"/1 ® ® (BOTTOM INCHES ABOVE THE 506.7 CU. FT. > 482.9 CU. FT. 5 GPD X 84 Occupants = 420 GPD 0 MIN. PITCHED ® ® DRO Roof C 3,219 SF x 2/12 FT. x 0.9 = 482.9 CU. FT. ( ) 2. WINE PRODUCTION (0.04 GPD/SF) Q � 3' MIN. 10' DIA.(IF V15T. USE: 3 8' DIAMETER x 4' HIGH POOL 0.04 GPD X 1,770 SF = 70.8 GPD 0 o POOL) o \ N MIN. ABOVE HIGH (DW-C) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. 3. OFFICE SPACE (0.06 GPD/SF) 0 _ RECORDED GROUNDWATER PROVIDED REQUIRED 0.06 GPD X 267 SF 16.02 GPD Cn CL 0 5' MIN. BACKFILL MATERIAL 506.7 CU. FT. > 482.9 CU. FT. 4. RETAIL (0.03 GPD/SF) - Z W Z TO BE COARSE 0.03 GPD X 347 SF - 10.41 GPD O Z Roof D 2,440 SF x (2/12 FT.) x 0.9 = 366 CU. FT. _ _ SAND AND GRAVEL USE: (2) 8' DIAMETER x 5' HIGH POOL 5. RETAIL (0.03 GPD/SF) iu v BACKFILL MATERIAL TYPICAL LEACHING POOL DETAIL DW-D 2 8' X 5' STORM DRAIN RING = 422.4 CU. FT. 0.03 GPD X 180 SF = 5.4 GPD Q lu TO BE COARSE SAND ( ) ( ) IL '� AND GRAVEL N.T.S. SEPTIC SYSTEM #3 RESIDENCE PROVIDED REQUIRED 6. STORAGE (0.04 GPD/SF) 00 422.4 CU. FT. > 366 CU. FT. 0.04 GPD X 671 SF 26.84 GPD QLL 8' DIA. HEAVY DUN LOGKIN TOPPER OR Roof "E" 2,440 SF x (2/12 FT.) x 0.9 = 366 CU. FT. PROPOSED WINE PRODUCTION BUILDING: (SEPTIC SYSTEM #2) 0 CAST IRON FRAME AND END PLUG USE: (2) 8' DIAMETER x 5' HIGH POOL 7. PRODUCTION (0.04 GPD/SF) Z COVER TO GRADE 0.04 GPD X 4,940 SF = 197.6 GPD (DW-D) (2) 8' X 5' STORM DRAIN RING = 422.4 CU. FT. 8. OFFICE SPACE 0.06 GPD/SF � -� MIN. ABOVE PROVIDED REQUIRED ( ) - = m GROUNDWATER 422.4 CU. FT. > 366 CU. FT. 0.06 GPD X 1,093 SF 65.58 GPD =)El 9. STORAGE0.04 GPD/SF 0 m BACKFILL MATERIAL 6" MIN. PENETRATION ( ) • TO BE COARSE IN VIRGIN STRATA OF DRAINAGE CALCULATIONS FOR 0.04 GPD X 3,096 SF = 123.84 GPD F- W SAND AND GRAVEL BAND AND GRAVEL SEWER PI 10. STORAGE (0.04 GPD/SF) Q 0 OWYE WINE PRODUCTION BUILDING DRIVEWAY 0.04 GPD X3,566 SF = 142.64 GPD > Q 0 3o ELBo AREA 1a: CONCRETE 1,260 SF x (2/12 FT.) x 0.9 = 189 CU. FT. 00 J TYPICAL LEACHING POOL DETAIL AREA 1b: GRAVEL 742 SF x (2/12 FT.) x 0.7 = 87 CU. FT. 0 O TOTAL: 276 CU. FT. EXISTING RESIDENCE. (SEPTIC SYSTEM #3) � � N.T.S_ SEPTIC SYSTEM #2 PRODUCTION BUILDING � � �� 11. HOUSING UNIT (150 GPD/UNIT) W F.. TYPICAL CLEANOUT DETAIL USE: (2) 8 DIAMETER 4 -0 HIGH POOL 150 GPD/UNIT = 150 GPD 13� CD D N.T.S. (DW-lab) (2) 8' X 4'-0" STORM DRAIN RING = 336 CU. FT. _TOTAL SITE DENSITY FLOW = 1,229.13 GPD N 0 PROVIDED REQUIRED 336 CU. FT. > 276 CU. FT. PROJECT NOT OVER DENSITY to �- AREA 2a: CONCRETE 3,824 SF x (2/12 FT.) x 0.9 = 574 CU. FT. V. SANITARY DESIGN FOR WINE PRODUCTION BUILDING (SEPTIC SYSTEM #2) W AREA 2b: GRAVEL 4,594 SF x (2/12 FT.) x 0.7 = 536 CU. FT. SEWAGE DESIGN FLOW: W TOTAL:.1,110 CU. FT. 6. PRODUCTION (0.04 GPD/SF) _ USE: (1) 8' DIAMETER 27' HIGH POOL 0.04 GPD X 4,940 SF = 197.6 GPD F_ or USE: (8) 8' DIAMETER 3'-6" HIGH POOL 7. OFFICE SPACE (0.06 GPD/SF) 0 (DW-tab) (8) 8' X 3'-6" STORM DRAIN RING = 1,182 CU. FT. 0.06 GPD X 1,093 SF = 65.58 GPD F_ PROVIDED REQUIRED 8. STORAGE (0.04 GPD/SF) 1,182 CU. FT. > 1,110 CU. FT. 0.04 GPD X 31096 SF = 123.84 GPD AREA 3: GRAVEL 3,770 SF x (2/12 FT.) x 0.7 = 439.8CU. FT. 9. STORAGE (0.04 GPD/SF) = USE: (1) 8' DIAMETER 10.5' HIGH POOL 0.04 GPDX 3,566 SF 142.64 GPD PROVIDE or USE: (3) 8' DIAMETER X-6" HIGH POOL SEWAGE FLOW FOR WINE PRODUCTION BUILDING = 529.66 GPD 06 Z TRAFFIC HEAVY DUTY LOCKIN6 (DW-3) (3) 8' X 3'-6" STORM DRAIN RING = 443.5 CU. FT. BEARING CAST IRON FRAME AND Q• ,��, SLABS 8" THK DOVER TO 6RADE PROVIDED REQUIRED VI. SANITARY SYSTEMS REQUIREMENT FOR WINE PRODUCTION FINISHED GRADE 443.5 CU. FT. > 439.8 CU. FT. BUILDING (SEPTIC SYSTEM f, Q o z AREA 4a. CONCRETE 600 SF x (2/12 FT.) x 0.9 = 90 CU. FT. SEPTIC SYSTEM - 529.66 GPD ' W J• " � 3 : ILI AREA 4b: GRAVEL 3,203 SF x (2/12 FT.) x 0.7 = 373.7 CU. FT. 1.SEPTIC TANK (ST): 529.66 GPD x 2 DAY FLOW = 1059.32 GAL w. W R N 5 TOTAL: 463.7 CU. FT. USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) g w• N = ; USE: (1) 8' DIAMETER 11' HIGH POOL 2.LEACHING POOLS ( LP ): 529.66 / 1.5 S.F./GPD = 353.1 S.F. 5 ' INLET->Cor USE: (4) 8' DIAMETER 3'-6" HIGH POOL USE MINIMUM ( 4 - 8 FT. DIA. X 5 FT. HT.) MIN. 4" DIIA = - - __T SDR 55 Fvc, (DW-4ab) (4) 8' X 3'-6" STORM DRAIN RING - 591.3 CU. FT. EFFECTIVE DEPTH ( 4 - 8 FT. DIA. X 4.67 FT. HT.) = 467' S.F. N FLOW _ OUTLET MIN. 4 PIPE PITCHED LINE DIA 5DR 35 PROVIDED REQUIRED PLUS 50% EXPANSION (EXP): 2 - 8 FT DIA x 5 FT HT MIN. 1/4 /I 1 - PVC PIPE Q PITCHED MIN. 591.4 CU. FT. > 463.7 CU. FT. VII, SANITARY DESIGN FOR RESIDENCE (SEPTIC SYSTEM #3i DRAINAGE CALCULATIONS FOR SEWAGE DESIGN FLOW: 9. HOUSING UNIT (150 GPD/UNIT) _ DWELLING BUILDING ROOF of NE 150 GPD/UNIT = 150 GPD C5 L sr�'Y0 z DRY WELL AREA x RAINFALL x RUNOFF FACTOR G'I FF Roof "E" 480 SF x (2/12 FT.) x 0.9 = 72 CU. FT. SEWAGE FLOW FOR RESIDENCE = 150 GPD z USE: (1) 8' DIAMETER x 2' HIGH POOL VIII. SANITARY SYSTEM REQUIREMENT FOR RESIDENCE (SEPTIC SYSTEM #3j (DW-E) (1) 8 X 2 STORM DRAIN RING = 84.4 CU. FT. SEPTIC SYSTEM - 150 GPD SEPTIC TANK - 1200 GALLON PROVIDED > REQUIRED 1.SEPTIC TANK (ST): 150 GPD x 2 DAY FLOW = 300 GAL 84.4 CU. FT. 72 CU. FT. USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT x 4 FT LIQUID DEPTH) N.T.S. SEPTIC SYSTEM #2 & #3 2.LEACHING POOLS ( LP ): 150 / 1.5 S.F./GPD = 100 S.F. ROJEG 40: USE MINIMUM ( 6 - 10 FT. DIA. X 2FT. HT.) I( 1309 EFFECTIVE DEPTH ( 6 - 10 FT. DIA. X 2 FT. HT.) = 300 S.F. DRAWN BY: UT BUILr�IN6 WALL PLUS 50% EXPANSION (EXP): 3 - 10 FT DIA x 2 FT HT CHECKED BY: FF EL 30.0 NS DATE: GRADE 28.�� FT. EXISTING WASTE WATER PROCESSING (WASTE WATER SYSTEM #5) July 27, 201E LEAN OUT UILDING WALL FF EL 31.0 EXISTING PRODUCTION AREA SCALE: 1" = 10'-0" GRADE 50.-1 FT. WASH DOWN OF WINE MAKING EQUIPMENT 500 GPD 5, GRADE 28.5 FT. GRADE 28.5 FT. SHEET TITLE: LEAN OUT GRADE 50.5 FT. GRADE 30.5 FT. TOTAL WASTE WATER PROCESSING 500 GPD I' MIN. 2.5' MAX. I' MINI. 2' MAX. WASTE WATER PROCESSING REQUIREMENTS: PRODUCTION zz,_ / __-, WASTE WATER SYSTEM - 500 GPD BUILDING /4"/FT. MIN 1/511/FT. TOP OF POOL APPROVED BY 1.LEACHING POOL : 500 GPD x 2 DAYS FLOW = 1,000 GAL SITE SEPTIC LEACHING 21*2 FT. 1/4"/FT. MIN TOP OF POOL (1) 19200 GAL LEACHING POOL (LP) (8 FT DIA x 4 FT LD) (EXISTING) UTILITY IE. +2-1.55 IE. +27.45 .�.AN< FOOLSEPTIC, 28.8 FT, PLANNING BOARD 2.LEACHING POOLS 500 GPD / 1.5 SF / GPD = 333.3 SF DETAILS E. +26.x5 BOT OF POOL SEPTI G LEACH I NG TOWN 0� SouTH01.D IE. +26.87 _ Z 25.2 FT. TANK FOOL USE (2) 8 FT DIA x 8 FT HT POOL (LP) (EXISTING) 1E. +2a.6a BOT OF POOL DATE Sf I EFFECTIVE DEPTH (2) (8 FT. DIA. X 7.67 FT. HT.) = 383.5 S.F. SHEET NO.: GROUND WATER IE. +2Q.55 IE. +2�f.o5 23.8 FT. I � PLUS 50% EXPANSION (EXP): 8 FT DIA x 8 FT HT 5 ft. MIN. 23.2 FT. E. +2 m ��C a� SEPTIC TANK W/ GROUND WATER MONOLITIG BASE 8' 55.2 ft. MIN. 20.8 FT. D E C � `�I f E EE l� L TOWN PLANNING BOARD DEC 2 G 2017 SEPTIC PROFILE FOR DWELLING (SYSTEM #3 SEPTIC PROFILE FOR WINE PRODUCTION BUILDING (SYSTEM #2� SCDHS SUBMISSION LU NO SCALE NO SCALE LL Planning Board Sc:nHS pa iini n_i n.nnns REVISIONS: EXISTING BUILDING STRUCTURE BUILDING UNDER CONSTRUCTION PROPOSED ADDITION EX I STING 30' 401 10 X x Q V' V• `_...y,'��b' i"r .}se�..F.L'+Y�, `St+',�i. .3fir:.v3%3'�` {�3f'.'$'d,'w.$.;��l��i. .n p x O 1 — O � NEW OVERHEAD "�` � 157N& EXIT E T X15T EXIT DOOR 12h x 14-0 w EXIT EN5 A UP I X15T G oo Q ❑ BATH a E IHrt=Rlo EXIST OMENS EXI5TING UP I ( �� LEV A DOOR EXIST A H STORAGE O Y DOO EXIST SEE INTERIOR ELEV AS OORS I I ,*a` �- EX15T , . Q OOP, I I W z_ EXISTING EXISTING EXISTING — — EX I�iT HALL E I GE — — — o Z GONG PAD �"�`B OF d N EXIST EXI5TIN6 -i Doo STORAGE LL Zrn EXIST Z w x Doo X I ST I NG 0� x �, O x STORAGE J x —� vyN > O � Im EXIST EXIST - - - - - - - - F xt EXIST EXIST LU TANK TANK TANK TANK EXIST I DOOR EXIST EXIST EX15T I EXIST TANK I OVERHE ( OVERHEAD OVERHEADQ O J DOOR DOOR I DOOR if Q EXIST — — — — — — — — L — — — — Z c O TANK ¢ MEc:H co U) EXIST x TANK ; X W EXIST EX15T E I T TANK TRI CH GH Df AIN D IN Q EXIST 1 TANK Z I k; p:G} p I EXIST W w TANK Z t 08 ze EXIST Q — -- TANK cA Q• c, C EXIST Z J M0 o TANK W -j• ZW � z a z LL W• L) Mr EX 15 I G EXI 5 I NG EX 1 STING CASE PROPOSED W a N TA EXIST BARREL OOM BOTTLING STORAGE � NEW " RO TANK UNDER Q CASE Q F-• M c, r TP,NK CONSTRUCTION STORAGE CO z i, ;3. 4� GONG PAD Ex1sr EXIST TANK S.� TANKco �OFS o'Q NZ V �G v EXIST Q TANK EX15T v TANK / Cjs17953- �(r�C F ROJE T NO: EXIST � � � � � �`� � 1309 TANK ( I I I DRAWN BY: EX15T I I I I ( UT TANK EXIST CHECKED BY: OVERHEA ( I NS EXIST I I ( DOOR 3 * DATE: TANK XISTING I I I I DEC 19, 2017 WATER �. EXISTIN ( SCALE: SUPPLY Jr ELECTRIC EXIST _ 11 LINE EXI5TIN ,wk X200 PANEL I OVERHEAD L — I— I NEW OVERHEAD�� I raa 3/16�� .1 _ 0 DooR EXIT DOOR 12 h x 14 O w EXIT SHEET TITLE. EXISTING E PANELIS EXI5TIN6 0 4 EXISTING EXIT OVERHEAD DOOR OVERHEAD DOOR EXIT OVERHEAD DOOR P RO D U C T I O rn � BUILDING xx XX FIRST FLOOF 30' 40' PLAN EXISTING BUILDING UNDER CONSTRUCTION PROPOSED ADDITION '10' 141'-4" ED BY SHEET NO: PLANNING BOARD E c F, v E TOWN OF SOUTHOLD I DATE DEC 20 2017 VIML 0 0 R �� I I Southold Town — ' _ Planning Board SCALE.. 3/16„ - 1 0" WN PLANNING BOARD REVISIONS: FAB RIDGE VENT GONTI NUOU5 F'- Q Z EW GUTTER AND DOWNSPOUT W V i x8 FASCIA BOARD TO Q MATCH EXISTING TYPICAL 0 3.. 3.. 0 1 Cj) a. W Q NEW STUCCO Z SIDING TO O MATCH EXISTING W W RETAINING 0z WALL O UL 06Z FL E� 25 — — — — — Z ILA tA%m,,NN1- E;-. Lk.VA I E vm- p W SCALE: 1/8"=1'.0" 0 PROP05ED ADDITION BUILDING UNDER CONSTRUCTION EXISTING BUILDING STRUCTURE 0O J REFA5 O ~ O RIDGE VENT EW Ix8 8 Ix4 RAKE Z CONTINUOUS BOARD TO MATCH W (9 ~ EXI5TING TYPICAL Z W ROOF ~ Q SADDLE FULL XI N R OF PITCH T _ I W M 1'GH EXISTING LENGTH OF ROOFW NE GUTTER CEDAR SHINGLE SIDING ON B D PRO 8 CEDAR 51DING EXISTING CEDAR SIDING W AND DO NSPOUT } W Ix4 EXISTING CEDAR SIDING Q O NEW STUCCO .SIDING NEW STUCCO TO:MATCH .EXISTING — MATCH w m NEW fx _ EXISTING N STUCCO EXISTING EXISTING EXISTING ❑ ❑ OVERHEAD-DOOR SIDING STUCCO STUCCO STUCCO 2 ,- SIDING ❑ ❑ SIDING SIDING ❑ ❑ ad Z• I IE LTI Ln r � NEW -� • o I m RETAININC ° ,J• U ALL W w z W = Q z LL W• L) M � c - - - - - - - - - - - - - - - - - - - � APPROVED BY aNU � W• N x r PLANNING BOARDrmm IV a% Emmm m r% 0 to Q ~• 5 ,TOWN OF SOUTHO LD �• [IOR H L it kk—f RE]— � DATE SCALE: 3116�� - 1 -0 F NEIL OQ� EXISTING BUILDING 57 TUBE BUILDING UNDER CONSTRUCTION PROPOSED ADDITION REFAB ° �$ a RIDGE VENT CONTINUOUS 5/ GA,CN�� , ROOF PITCH TO,,,_ EW Ix8 4 Ix4 IZAKE MATCH EXISTING BOARD TOM TGH PROD 'CT NO s W ROOF EXI5TIN6 T'rFIC AL 1309 ISTI SADDLE FULL EW GUTTER ANro DRAWN BY: INDO LENGTH OF DOWNSPOUT UT - — Roc 15# � �� EXISTING CEDAR SIDING CEDAR SIDING PLYWD. SHEATHING CHECKED BY: NS EXISTING CEDAR SIDING L MAI W4 DATE: I5TI ISTI - - - - - -- ----- - Q CAL _ t� INDO INDO -" w S E: NEW "STUCCO NEW STUGGQ •• _ _ .. STUCCO SIDING":.Tcb 51DING'.TC> 3/16 .1 0 SIDING MATCH`- MATCH SHEET TITLE: oaa EXISTING STUCCO E)CISTING.::r.;- EXISTING m P RO D U CTI O I• ci1 N _ E-XI�TING XISTINSTUCCO SIDIN G G � X -- EXI5TIN6 �ERAE 1/ERHE�D DOOR SIDING VERHEAD-DOOR w ❑ ❑ VERHEAD DOOR STUCCO ❑ ❑ EW GUTTER AND ❑ ❑ SIDING DOWNSPOUT EW 1x4 BUILDING PVG TRIM E L EVATO N S E1 _ N ❑ ❑ SHEET NO: — — — — — — — EW RETAINING A I 0 U EL �V DEC SCALE: 3/16" = 1 ' -0" Southold Town Planning Board TOWN PLAN I N ARD COMcheck Software Version 4.0.6.1. Envelope Compliance Certificate N/ Project Information Energy Code. 2015 IECC Project Title- WINE PRODUCTION BUILDING AT PURITA WINERY Location: Southold,New York Climate Zone- 4a Project Type: Addition Construction Site: Owner/Agent Designer/Contractor: 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue,NY 11935 631 734 6405 Building Area Floor Area 1-Warehouse:Nonresidential 2695 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Warehouse] 2695 30.0 29 0.031 0.027 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical>=4 ft, 2546 --- 10.0 0.360 0.540 [Bldg.Use 1-Warehouse](b) NORTH Exterior Wall 3:Concrete Block 12",Partially Grouted,Cells Insulated, 398 — 100 0.075 0 104 Normal Density,Furring:None,[Bldg.Use 1 -Warehouse] Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Warehouse] 100 --- --- 0.130 0.130 Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Warehouse] 21 -- --- 0.140 0.610 SOUTH Exterior Wall 1:Concrete Block:12",Partially Grouted,Cells Insulated, 398 -- 10.0 0 075 0.104 Normal Density,Furring:None,[Bldg.Use 1 -Warehouse] Door 1:Insulated Metal,Non-Swinging,[Bldg Use 1 -Warehouse] 173 -- -- 0.130 0.130 Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -Warehouse] 21 --- — 0.140 0.610 WEST Exterior Wall 2 Concrete Block:12",Partially Grouted,Cells Insulated, 1190 --- 10.0 0.075 0.104 Normal Density,Furring:None,[Bldg.Use 1 -Warehouse] Door 3.Insulated Metal,Non-Swinging,[Bldg.Use 1 -Warehouse] 100 --- -- 0.130 0.130 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 1 of 18 Production Building\Energy Calculation.cck Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit pp1.cation a proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck V sion 4.0.6. a d to co ply with any applicable mandatory requirements listed in the Inspection Checklist. 1A" I 1., 4 17 Name-Titl ig t Dat Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 2 of 18 Production Building\Energy Calculation.cck COMcheck Software VerMon 4.0.6.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Warehouse 2695 0.66 1779 Total Allowed Watts= 1779 Proposed Interior Lighting Power A B C D E Fixture ID : Description!Lamp!Wattage Per Lamp!Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse HID 1:Metal Halide:Pulse start: 1 5 79 395 Total Proposed Watts= 395 1,46rior.1-i ghii ng'PASSES: Design 7.8% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this per Ii ti .The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck ersion 4.0. and to omply with any applicable mandatory L requirements listed in the Inspection Checklist. Na e-T tle sra e Dat Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename- \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 3 of 18 Production Building\Energy Calculation.cck COMcheck Software Version 4.0.6.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Project Type: Addition Exterior Lighting Zone 1 (Developed rural area) Construction Site: Owner/Agent: Designer/Contractor: 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Emergency services,loading area 915 ft2 0.5 No 458 Other door(not main entry) 10 ft of door 20 Yes 200 Other door(not main entry) 10 ft of door 20 Yes 200 Total Tradable Watts(a)= 400 Total Allowed Watts= 858 Total Allowed Supplemental Watts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Emergency services,loading area(915 ft2):Non-tradable Wattage LED 1:LED Other Fixture Unit 28W: 1 1 26 26 Other door(not main entry)(10 ft of door width):Tradable Wattage LED 2:LED Other Fixture Unit 13W: 1 1 12 12 LED 2:LED Other Fixture Unit 13W: 1 1 12 12 Total Tradable Proposed Watts= 24 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this p mit applic 'on.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMchec Version 4. .1 and t comply with any applicable mandatory requirements listed in the Inspection Checklist. LU aj na-;�Jn'Aw�-�Oz+ 7126Z 7 ame-Ti a ghaturr Date Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date- 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECT'S\One Women\One Women Page 4 of 18 Production Building\Energy Calculation.cck COMcheck Software Version 4.0.6.1 Mechanical Compliance Certificate Project Information Energy Code. 2015 IECC Project Title WINE PRODUCTION BUILDING AT PURITA WINERY Location. Southold,New York Climate Zone. 4a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Propane,Capacity=110 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Hydronic Coil,Capacity=110 kBtu/h,Air Economizer No minimum efficiency requirement applies Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pe it appli tion.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMche Versi n .6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 71x, IJ7 Name- i e ign u Da Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 5 of 18 Production Building\Energy Calculation.cck COMcheck Software' Version 4.0.5.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectign' # Plan Review Complies? Comment"s/Assumptions &:Req.ID . C103.2 :Plans and/or specifications provide all ;❑Complies a ;Requirement will be met. [PR1]1 ;information with which compliance ❑Does Not can be determined for the building ;envelope and document where ;❑Not Observable exceptions to the standard are ;❑Not Applicable ;claimed. C103.2 ;Plans,specifications, and/or ;❑Complies !Requirement will be met. [PR2]1 calculations provide all information =❑Does Not ;with which compliance can be ;determined for the mechanical :❑Not Observable systems and equipment and ;❑Not Applicable ;document where exceptions to the ;standard are claimed. Load ;calculations per acceptable ;engineering standards and ;handbooks. C103.2 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR4]1 calculations provide all information ;❑Does Not ;with which compliance can be ,determined for the interior lighting ;❑Not Observable and electrical systems and equipment :❑Not Applicable ;and document where exceptions to ;the standard are claimed. Information provided should include interior ;lighting power calculations,wattage of; bulbs and ballasts,transformers and control devices. C103.2 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR8]1 calculations provide all information j❑Does Not ;with which compliance can be determined for the exterior lighting ❑Not Observable !and electrical systems and equipment !❑Not Applicable ;and document where exceptions to ;the standard are claimed. Information provided should include exterior ' ;lighting power calculations,wattage of; ;bulbs and ballasts,transformers and control devices. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met. [PR10]1 �percent of the gross above-grade wall '❑Does Not area. ;❑Not Observable: ❑Not Applicable C402.4.1 ;The skylight area <=3 percent of the ;❑Complies ;Requirement will be met. [PR11]1 :gross roof area. ;❑Does Not ;❑Not Observable, ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title WINE PRODUCTION BUILDING AT PURITA WINERY Report date 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 6 of 18 Production Building\Energy Calculation.cck C402.4.2 In enclosed spaces> 2,500 ft2 ;,E]Complies Exception: Requirement does not apply. [PR14]1 :directly under a roof with ceiling :E]Does Not :heights>15 ft. and used as an office' : �Iobby, atrium,concourse, corridor, :E]Not Observable; :storage, gymnasium/exercise center, :E]Not Applicable :convention center, automotive :service, manufacturing, non- ;refrigerated warehouse, retail store, ;distribution/sorting area, :transportation, or workshop,the ,following requirements apply: (a)the :daylight zone under skylights is>= :half the floor area; (b)the skylight .area to daylight zone is>=3 percent ;minimum skylight effective aperture C406 Mans,specifications, and/or :E]Complies :Requirement will be met. [PR911 :calculations provide all information PDoes Not :with which compliance can be I :determined for the additional energy :E]Not Observable: !efficiency package options. :[]Not Applicable Additional Comm mnts/Assmmmptisns: 11 High Impact(Tier 1) 1-2]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Tide: WINE PRODUCTION BUILDING xTPumTxWINERY Report date: o6/ 1/17 Data filename. 0mAs\d`a,e\Officefi|es\cummonoocuments\xcTvspno/scT3\OneWvmenVOneWomen pvoe 7 o 18 Production Bui|dmgVsnergyCa|cu|adon.ock Section # ` Footing-/Foundation-lnspe bon Complies' comments/Assumptions &Aeciab ; 6303:2 ;Slab edge insulation installed per ;❑Complies ;Requirement will be et. (FOP I manufacturer's instructions. ;❑Does Not ❑Not Observable; ❑Not Applicable C303.2.1 'Exterior insulation protected against ;❑Complies :Requirement will be met. [FO6]1 damage,sunlight, moisture,wind, '❑Does Not ;landscaping and equipment maintenance activities. ❑Not Observable, ❑Not Applicable , 0402;2.5 'Slab edge insulation R-value. ;❑Complies :See the Envelope Assemblies table for values. ❑Does Not ❑Not Observable ❑Not Applicable C4'02.2i6.=;Radiant heating systems panels ,❑Complies ;Exception: Requirement does not apply. CFQ12]3 insulated to>=R-3.5 on face opposite UDoes Not •' ;space being heated. See the Envelope Assemblies table for values. ;❑Not Observable: ❑Not Applicable 040... Snow/ice melting system sensors for ;❑Complies ;Exception: Requirement does not apply. 5; ;future connection to controls. Freeze ❑Does Not C403:2.4..,;protection systems have automatic controls installed. :❑Not Observable; FFcg]s ;❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title. WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 8 of 18 Production Building\Energy Calculation.cck I Section. # :`. ' Framing f.Rough=ln Inspection Complies? Camments/Assumptions C80.13'.:Fenestration products rated in ;❑Complies ;Requirement will be met. [FR2]? "accordance with NFRC. ;❑Does Not ; ,❑Not Observable; ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 !to performance labels or certificates ;❑Does Not provided. ;[:]Not Observable: ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]' �❑Does Not ; '❑Not Observable ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ' ;❑Does Not 4 [FR8]1 I❑Not Observable; ❑Not Applicable ; G402.4A i U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. (FR14]2; ; with the building thermal envelope ;❑Does Not s meets requirements. ❑Not Observable ❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies ;Exception: Requirement does not apply. [FR16]1 continuous air barrier that is sealed in :❑Does Not an approved manner and either constructed or tested in an approved ,❑Not Observable .manner.Air barrier penetrations are ;❑Not Applicable ; ;sealed in an approved manner. 0402,5:2, ;Factory-built fenestration and doors ;❑Complies ;Requirement will be met. C402:5:4 -°are labeled as meeting air leakage :❑Does Not requirements. '❑Not Observable: ;. ;❑Not Applicable 0402:5.7- Vestibules are installed on all building :❑Complies ;Exception: Requirement does not apply. [FR17]3 entrances.Doors have self-closing ❑Does Not devices. ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename. \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 9 of 18 Production Building\Energy Calculation.cck c4b4S%"","Heated water supply piping conforms :L-JComplies Exception: Requirement does not apply. C 1', to pipe length and volume :E]Does Not requirements. Refer to section details. :E]Not Observable EINot Applicable Pumps that circulate water between a :.ElComplies .;Exception: Requirement does not apply. ' er and storage tank have controls :E]Does Not that limit operation from startup to ;E]Not Applicable C404'.`T.�P.,'�,;Water distribution system that pumps !0complies :Exception: Requirement does not apply. water from a heated-water supply UlDoes Not pipe back to the heated-water sour ce :E]Not Observable: -water supply pipe is a through a cold :[]Not Applicable demand recirculation water system, Pumps within this system have 'controls that start the pump upon receiving a signal from the action of a i of a fixture or appliance and limits the temperature of the water -i entering the cold-water piping to AdditionsUComments/Amsumptioms: . / 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low impact(fi=er 3=) | | j / | . ` � ! Project Title: WINE PRODUCTION BUILDING«rpumTxWINERY Report date: 06/01/17 Data filename: \\mx3\ hn,e\officefi|es\commonoomments\AcTVEPR[UE[T3\OnevvomcnVOneWomen page 10 of 18 Production 8ui|ding\Enengy[alcu|adun.cck i ..Section # Mechanical Rough-in tnspeetion. cornpties? Comments/Assumptions & lkeq.ID C402:2:6..IThermally ineffective panel surfaces of;❑Complies iException: Requirement does not apply. [ME41p'_1.sensible heating panels have 'Oboes Not insulation >= R-3.5. ❑{Not Observable ❑Not Applicable C402:5.5 Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. C403:2:4;;motorized dampers that automatically ;❑Does Not 3 ;' = close. [ME3]3: :.; '❑Not Observable; ❑Not Applicable ; C402:5.5, ;Outdoor air and exhaust systems have;❑Complies ;Requirement will be met. 0403,:2:4: motorized dampers that automatically ;❑Does Not 3; ;shut when not in use and meet [M•E58]3 ;;maximum leakage rates. Check ❑Not Observable r gravity dampers where allowed. '❑Not Applicable 0403:2.12"";HVAC fan systems at design ;❑Complies ;Requirement will be met. conditions do not exceed allowable ;❑Does Not [ME65]3" ;fan system motor nameplate hp or fan; :See the Mechanical Systems list for values. ;system bhp. ,❑Not Observable; ❑Not Applicable C403:2'.12;Fans have efficiency grade(FEG) >_ ❑Complies ;Requirement will be met. .3. i 67.The total efficiency of the fan at i❑Does Not [ME11712 "tthe design point of operation <= 15% of maximum total efficiency of the ❑Not Observable !fan. ;❑Not Applicable 0403.2",13;Unenclosed spaces that are heated ;❑Complies ;Exception: Requirement does not apply. [ME71]? ;use only radiant heat. 1❑Does Not ❑Not Observable: ;❑Not Applicable C403.2.3,- ;HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values. [ME55]2 ;❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. ;Demand control ventilation provided ;❑Complies 'Exception: Requirement does not apply. 1 !for spaces>500 ft2 and >25 E❑Does Not [ME59]1 ;people/1000 ft2 occupant density and ; I ;served by systems with air side I❑Not Observable 1 economizer, auto modulating outside !❑Not Applicable ; air damper control, or design airflow >3,000 cfm. ; .C4:03.2.6, Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. 2'.:•` has automatic contaminant detection T❑Does Not [ME1115]3,.;and capacity to stage or modulate ;fans to 50%or less of design capacity. ;❑Not Observable ❑Not Applicable ; C403.2.7 :Exhaust air energy recovery on ;❑Complies ;Exception: Requirement does not apply. [ME57]1 ;systems meeting Table C403.2.7(1) ;❑Does Not ,and C403.2.7(2). ❑Not Observable; ❑Not Applicable ; 0403.2:8`"Kitchen exhaust systems comply with ;❑Complies :Exception: Requirement does not apply. [ME1:16]3 -:replacement air and conditioned ;❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ;❑Not Observable; exhaust rate criteria. ❑Not Applicable E403".2:9 ;HVAC ducts and plenums insulated. ;❑Complies ;Exception: Requirement does not apply. [ME60]'2 Where ducts or plenums are installed ❑Does Not in or under a slab,verification may need to occur during Foundation ❑Not Observable =inspection. ;❑Not Applicable 1 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title- WINE PRODUCTION BUILDING AT PURITA WINERY Report date- 06/01/17 Data filename- \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 11 of 18 Production Building\Energy Calculation cck / ! | ' Ducts and plenums sealed based on ;,DComplies ;Requirement will be met. :E],Not Observable. t4dj�.2'�`§`,,.`�'Ductwork operating >3 in.water ;Eltomplies :Requirement will be met. column requires air leakage testing. :E]Does Not ME :E]Not Observable: :E]Not Applicable C403;4.2;.,',,Jhree-pipe hydronic systems using a �E]Complies Requirement will be met. I ""common return for hot and chilled E]Does Not ![-]Not Observable: 'E]Not Applicable 'ElComplies ;Requirement will be met. -403.4 C '.Q,.��Chilled water plants with multiple chillers have capability to reduce flow :E]Does Not 26,1-`,�,,'automatically through the chiller plant :E]Not Observable �V when a chiller is shut down. Boiler plants with multiple boilers have the tlNot Applicable capability to reduce flow automatically: Qzj -, through the boiler plant when a boiler is shut down. 'C'4'b-'WA`�,"Multiple zone VAV systems with DDC !E]Complies Exception: Requirement does not apply. f i dividual zone boxes have static ElDoes Not sure setpoint reset controls. pres :See the Mechanical Systems list for values. EINot Observable :E]Not Applicable t-401.47.5.�,Ifl Condenser heat recovery system that �,E]Complies ;Exception: Facility operates 2417. of peak heat rejection is installed ;MNot Observable! ry :for preheating of se ice hot water. �E]Not Applicable 'C,4'69'F�T--';Air outlets and zone terminal devices ;,E]Complies :Requirement will be met. have means for air balancing. :E]Does Not ;[—]Not Observable; ;[]Not Applicable .C408'.'-2,2-.,!1 HVAC hydronic heating and cooling :E]Complies Requirement will be met. coils have means to balance and have ;E]Does Not [ME54P.`,4`pressure test connections. FlNot Observable; :E]Not Applicable AdditixmsUCommmmemts/Assmmnptiema: ` 1 High Impact (Tier 1) �2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) � Project Title. WINE PRODUCTION BUILDING xTPumTAWINERY Report date: 06/01/17 Data filename: NVAS\dhare\officefi|esVCommonoocuments\AcT|vspnOJscT3\onevvomen\oneWomen Page 12 of zu Production ovi|ding\Enerny[a|cu|auon.cck -Section #. Rough-Ili Electrical Inspection_ Cor plies? Comments/Assumptions C405.2.1 ;Lighting controls installed to uniformly,❑Complies ;Requirement will be met. [EL15]1 reduce the lighting load by at least T❑Does Not 50%. ; ;❑Not Observable: ❑Not Applicable C405.2.1 .;Occupancy sensors installed in ;❑Complies :Exception: Lighting that is related to means of egress in [EL18]1 :required spaces. ;❑Does Not ;stairways, ramps, corridorsRequirement does not apply. ❑Not Observable; ❑Not Applicable 0405.2.1, .;Independent lighting controls installed ;❑Complies ;Requirement will be met. C405.2.2i,i per approved lighting plans and all :F-]Does Not 3 ;manual controls readily accessible and; [EL23]2 ;visible to occupants. ❑Not Observable ;❑Not Applicable C405..2�'.l','Automatic controls to shut off all ;❑Complies ;Requirement will be met. building lighting installed in all E❑Does Not [EL22]Z" buildings. ;❑Not Observable! ❑Not Applicable C405.2,3 ;Daylight zones provided with ;❑Complies ;Exception: Requirement does not apply. [EL16]2 }individual controls that control the :❑Does Not ;lights independent of general area ; i lighting. ;❑Not Observable: ❑Not Applicable C405.2.3, ;Primary sidelighted areas are ;❑Complies ;Exception: Requirement does not apply. C405.2.3. :equipped with required lighting '❑Does Not 1, controls. ; C405.2.3. ; ;❑Not Observable 2 ;❑Not Applicable [EL20]1 r C405.2.3, !Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors :❑Does Not 1, ;are equipped with required lighting C405.2.3. ;controls. !❑Not Observable! 3 ;❑Not Applicable [EL21]1 ; C405.2.4 ;Separate lighting control devices for ;❑Complies :Requirement will be met. [EL4]1 :specific uses installed per approved ;❑Does Not ;lighting plans. ;❑Not Observable ❑Not Applicable C405.2.4 ;Additional interior lighting power I❑Complies ;Requirement will be met. [EL8I1 ;allowed for special functions per the :❑Does Not ;approved lighting plans and is automatically controlled and ❑Not Observable: separated from general lighting. :[]Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies .;Exception: Requirement does not apply. [EL25]na° lighting installed. Controls will be ;❑Does Not daylight controlled, set based on ;❑Not Observable. !business operation time-of-day, or . reduce connected lighting > 30%. ;❑Not Applicable ; C405.3 ;Exit signs do not exceed 5 watts per '❑Complies ;Requirement will be met. [EL6]1 face. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: k i 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1.3;1 Low Impact(Tier 3) Project Title. WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename- \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 13 of 18 Production Building\Energy Calculation.cck 4 P i I High Impact(Tier 1) Z Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 14 of 18 Production Building\Energy Calculation.cck Section # insulatio».Inspection Complies?` Comments/Assumptions C303.1 :Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 manufacturer's instructions. Blown or :❑Does Not poured loose-fill insulation is installed ;only where the roof slope is<=3 in :❑Not Observable' 12. ;❑Not Applicable ; 0303:1 ,Building envelope insulation is labeled ;❑Complies ;Requirement will be met. (IN10]2 ' with R-value or insulation certificate ?❑Does Not providing R-value and other relevant ;data. 1❑Not Observable; ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ; ❑Not Observable; ❑Not Applicable 0303:2:1 ',Exterior insulation is protected from ;❑Complies ;Exception: Requirement does not apply. GNi4l?" ` damage with a protective material. :❑Does Not ;Verification for exposed foundation insulation may need to occur during ;❑Not Observable Foundation Inspection. ;❑Not Applicable 0402.1.3 ';Non-swinging opaque doors have R- ;❑Complies ;Exception: Requirement does not apply. [IN 19]3 :4.75 insulation. ;❑Does Not ❑Not Observable; ❑Not Applicable 0402'. 1 ;Insulation intended to meet the roof ;❑Complies ;Requirement will be met. [IN171]3 insulation requirements cannot be j❑Does Not installed on top of a suspended `:,ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed .❑Not Applicable ;accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ; I❑Not Observable; ❑Not Applicable C4021:5:' ;Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values [IN8]2; _ ;❑Does Not ;❑Not Observable ❑Not Applicable C402-.2'.6-,;Radiant panels and associated ;❑Complies :Exception: Requirement does not apply. (INl$]3 components, designed for heat ;❑Does Not ;transfer from the panel surfaces to the; occupants or indoor space are ❑Not Observable insulated with a minimum of R-3.5. ;❑Not Applicable C402.4.2. :Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 2 :systems,verification may need to ;❑Does Not [IN2]1 ;occur during Framing Inspection. ❑Not Observable; ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 :building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, gasketed, weather stripped ;or wrapped with moisture vapor- :❑Not Observable permeable wrapping material to ;❑Not Applicable ;minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date 06/01/17 Data filename \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 15 of 18 Production Building\Energy Calculation.cck Section # Final Inspection . Compiies? Comments/Assumptions Req.lD Furnished O&M instructions for ;❑Complies 'Requirement will be met. 0408,2:5,; systems and equipment to the ;❑Does Not J; ,building owner or designated ❑Not Observable [FI1.7]: ..;representative. ❑Not Applicable C303.3,` -'-!Furnished O&M manuals for HVAC :❑Complies ;,Requirement will be met. 0408:2.5:` !systems within 90 days of system !❑Does Not acceptance. [FI8]3 ,s ❑Not Observable; ;❑Not Applicable 0402-;53Where open combustion air ducts ;❑Complies :Requirement will be met. [F15113, :provide combustion air to open DDoes Not ;combustion fuel burning appliances, ",,;the appliances and combustion air T❑Not Observable opening are located outside the ;❑Not Applicable 44' •r ;building thermal envelope or enclosed in a room,isolated from inside the `'✓3: ithermal envelope.Such rooms are ;sealed and insulated. C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [FI37]1 ;dock cargo doors. ;❑Does Not '❑Not Observable: ❑Not Applicable C402.5.8':1 Recessed luminaires in thermal ;❑Complies :Exception: Requirement does not apply. [F126]3 envelope to limit infiltration and be IC ;❑Does Not ,rated and labeled.Seal between interior finish and luminaire housing. ;❑Not Observable ❑Not Applicable ; C40522 I HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 -capacity does not exceed calculated `❑Does Not loads. ;❑Not Observable; :❑Not Applicable 0403:2..4;.'i Heating and cooling to each zone is ;❑Complies ;Requirement will be met. Icontrolled by a thermostat control. ;❑Does Not [E147:]3'° ;Minimum one humidity control device ;❑Not Observable' per installed humidification/dehumidification ;❑Not Applicable ; system. C4Q3:2:4. 'Thermostatic controls have a 5 °F ;❑Complies ;Requirement will be met. 1:2= deadband. ;❑Does Not [F13$13 ,❑Not Observable ❑Not Applicable G403.2:4;.;Temperature controls have setpoint ;❑Complies !Requirement will be met. 1.3-`- overlap restrictions. 1❑Does Not [F1_ 3 ' ;❑Not Observable ❑Not Applicable •0403.2:44. ;Each zone equipped with setback ;❑Complies ;Exception: Requirement does not apply. 2 " ' controls using automatic time clock or '❑Does Not [EI39]3' ;programmable control system. ❑Not Observable ❑Not Applicable 0403".2:4. ;Automatic Controls: Setback to 55°F ;❑Complies ;Exception: Requirement does not apply. 21 ; (heat) and 85°F(cool); 7-day clock, 2- E❑Does Not C403:2.4%.;hour occupant override, 10-hour backup ;❑Not Observable [F140]3, ❑Not Applicable 3 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. WINE PRODUCTION BUILDING AT PURITA WINERY Report date- 06/01/17 Data filename- \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 16 of 18 Production Building\Energy Calculation.cck ` Re q. C405.4.1 ;,Interior installed lamp and fixture ;,E]Complies I See the Interior Lighting fixture schedule for values. [F[18]1 :lighting power is consistent with what :E]Does Not ;is shown on the approved lighting �plans, demonstrating proposed watts ;FlNot Observable; tlNot Applicable :are less than or equal to allowed i C405.5.1 Exterior lighting power is consistent DComplies See the Exterior Lighting fixture schedule for values. [FI19]1 :with what is shown on the approved Eboes Not �lighting plans, demonstrating ;proposed watts are less than or equal UNot Observable: :to allowed watts. :E]Not Applicable !1 C408.2.1 !Commissioning plan developed by ;,E]Connplies Requirement will be met. [F128]3. :registered design professional or T]Does Not :approved agency. :FlNot Observable: tlNot Applicable C408.2.3. HVAC equipment has been tested to "ElComplies ;Requirement will be met. 1 :ensure proper operation. ElDoes Not �E]Not Applicable C408.2.3. ;HVAC control systems have been KIComplies ;Requirement will be met. 2 tested to ensure proper operation, !E]Does Not [FI10]1 :calibration and adjustment of controls.: UNot Observable ![]Not Applicable C408.2.4 Treliminary commissioning report :E]Complies ;Requirement will be met. [F[29]1 ;completed and certified by registered :E]Does Not :design professional or approved i flNot Observable: :[]Not Applicable I C4,08"215'i'Furnished HVAC as-built drawings ;,E]Complies ;Requirement will be met. V'!,-"��,Fs�submitted within 90 days of system :E]Does Not :[]Not Observable! !E]Not Applicable Furnished as-built drawings for 1EIComplies ;Requirement will be met. electric power systems within 90 days ;E]Does Not FI of system acceptance. IFINot Observable E]Not Applicable C408.2.5. :An air and/or hydronic system ;,E]Complies ;Requirement will be met. 3 :balancing report is provided for HVAC :E]Does Not [F143]1 systems. UNot Observable !E]Not Applicable C408.2.5. ,Final commissioning report due to ;,E]Complies ;.Requirement will be met. 4 :building owner within 90 days of :,E]Does Not [FI30]1 :receipt of certificate of occupancy. ;E]Not Observable! :E]Not Applicable C408.3 'Lighting systems have been tested to 1E]Complies Requirement will be met. [F133]1 ;ensure proper calibration, adjustment, :E]Does Not ;programming, and operation. E]Not Applicable Additi»maKCmmnmmamts/Aasmmoptions: 11 High Impact(Tier 1) 11_�2i]Medium Impact(Tier 2) 3 Low Impact ffie�r=3) Project Title: WINE PRODUCTION BUILDING ArPumTxWINERY Report date: 06/01o7 Data filename: \\wAs\ xareOfficen|e$commonoocuments\AcTvspncUscTs\onevvomen\onevvomen paoc 17 of 18 Production oui|ding\Enenov[a|cu|ation.cck S Project Title: WINE PRODUCTION BUILDING AT PURITA WINERY Report date: 06/01/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 18 of 18 Production Building\Energy Calculation.cck r COMcheck Software version 4.0.8.2 Envelope Compliance Certificat D DEC � D Project Information JUN - 8 2018 Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY BUMT)MG DEFT• Location: Southold, New York TOWN OF SOUT$OLD Climate Zone: 4a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Building Area Floor Area 1-Warehouse :Nonresidential 2695 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Warehouse] 3565 300 2.9 0.031 0.027 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical—4 ft., 3398 -- 10.0 0.360 0.540 [Bldg Use 1 -Warehouse](b) NORTH Exterior Wall 3 above grade:Concrete Block:12",Solid Grouted,Normal 623 1.0 10.0 0 074 0.104 Density,Furring:Wood,[Bldg.Use 1-Warehouse] Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1-Warehouse] 171 -- -- 0.130 0.130 Door 5:Insulated Metal,Swinging,[Bldg.Use 1-Warehouse] 21 -- -- 0.140 0.610 EAST Exterior Wall 2 above grade:Concrete Block:12",Solid Grouted,Normal 930 1.0 10.0 0.074 0.104 Density,Furring:Wood,[Bldg.Use 1-Warehouse] Exterior Wall 4 below grade:Solid Concrete:12"Thickness,Normal 272 1.0 10.0 0.076 0.104 Density,Furring:Wood,[Bldg.Use 1-Warehouse] SOUTH Exterior Wall 1 above grade:Concrete Block:12",Solid Grouted,Normal 623 0.0 10.0 0.074 0.104 Density,Furring:Wood,[Bldg.Use 1-Warehouse] Door 1:Insulated Metal,Non-Swinging,[Bldg.Use 1-Warehouse] 171 -- --- 0.130 0.130 Door 2:Insulated Metal,Swinging,[Bldg.Use 1-Warehouse] 21 — — 0.140 0.610 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 1 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck r S - �6R -„; 'c.¢R; °J, "'.�,y tis;�r�!, •�, rA+.W''cv`'".;�.y„� ;' -','-L^�n�::�ii;n ej,',, s• $,,�I- @ @ 'r°' tva `> S €v? l(d v hr M Y i1{ y},h c i'M1`+•� �) h'`• ,aw. °•:'�.' Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to rneet the 2015 IECC requirements in COMcheck Ve ion 4.0.8.2 d to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name- itl Si atur Da Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 2 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck COMcheck Software Version 4.0.8.2 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 5195 Old North Rd, Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Warehouse 2695 0.66 1779 Total Allowed Watts= 1779 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse LED 1:Other: 1 11 140 1540 Total Proposed Watts= 1540 3e�: '° k' "I'M Interior , t '�..� , � E T.,.,i .,<� ,.�' r.;� .„ *"'•':� �?d5�. ,, ��,° ,.a�h.",r" ..,�3 ,�-„o34kf{ ,"7r r kxw Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this per it app ' lica on.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck ersion 4. . ,2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. a e-Title gna ure Date Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 3 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.c`ck COMcheck Software Version 400.8.2 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Project Type: Addition Exterior Lighting Zone 1 (Developed rural area) Construction Site: Owner/Agent: Designer/Contractor. 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Emergency services,loading area 915 ft2 0.5 No 458 Other door(not main entry) 10 ft of door 20 Yes 200 Total Tradable Watts(a)= 200 Total Allowed Watts= 658 Total Allowed Supplemental Watts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Emergency services, loading area(915 ft2): Non-tradable Wattage LED 1:LED Other Fixture Unit 28W: 1 1 26 26 Other door(not main entry.)(10 ft of door width):Tradable Wattage LED 2:LED Other Fixture Unit 13W: 1 1 12 12 Total Tradable Proposed Watts= 12 e ® 0 r,�, 'd a c° o ®c+ >,i+, rriM�. �.� ....t,',;x�,aj.,-•'',�A^qa rq,y�,,�r�'�.,:" ,5 'snf5 `��'•�N,.� �'' �3", 5r Mn.✓a)/�'.. rT 4,:'b �. �`, i 4k�Mc "Y pis, �'".'rW yt„< Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this per it applicati .The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck ;I on 4.0. . and to comply with any applicable mandatory requirements listed in the Inspection Checklist. VJ Name-Tie g a re Date Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 4 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck COMcheck Software Version 4.0.8.2 Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Location: Southold, New York Climate Zone: 4a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor. 5195 Old North Rd. Claudia Purita Nancy Steelman Southold, NY 11971 19995 Soundview Ave. Samuels&Steelman Architects Southold, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 . Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:3 each-Central Furnace,Propane,Capacity=110 kBtu/h No minimum efficiency requirement applies Cooling:3 each-Hydronic Coil,Capacity=110 kBtu/h,Air Economizer No minimum efficiency requirement applies Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit applicatio The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0. and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name- itie ig re DatV Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 5 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck COMcheck Software Version 4.0.8.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. IP aru� f't%1 i Co`rni dies. ,C®mreientskf su - C103.2 :Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PR1]1 ;information with which compliance :❑Does Not can be determined for the building i :envelope and document where ;❑Not Observable ;exceptions to the standard are �❑Not Applicable ;claimed. C103.2 ;Plans,specifications,and/or i❑Complies ;Requirement will be met. [PR2]1 :calculations provide all information :❑Does Not with which compliance can be !determined for the mechanical ;[]Not Observable :systems and equipment and '❑Not Applicable ;document where exceptions to the ;standard are claimed. Load i ;calculations per acceptable i engineering standards and ;handbooks. C103.2 ;Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR4]1 ;calculations provide all information :❑Does Not i ;with which compliance can be : determined for the interior lighting ;❑Not Observable ;and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to ;the standard are claimed.Information i provided should include interior !lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C103.2 :,Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR8]1 ;calculations provide all information :❑Does Not ! with which compliance can be idetermined for the exterior lighting ❑Not Observable sand electrical systems and equipment i❑Not Applicable and document where exceptions to ;the standard are claimed. Information i provided should include exterior ;lighting power calculations, wattage of; ;bulbs and ballasts,transformers and :control devices. ! ; C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies ;Requirement will be met. [PR10J1 ;percent of the gross above-grade wall :❑Does Not :area. i❑Not Observable ' '❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PRll]1 ;gross roof area. :IF-]Does Not ❑Not Observable i :❑Not Applicable : 11 High Impact(Tier 1) ;2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 6 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck . . C402.4.2 iln enclosed spaces> 2p5OO ft2 �L_!Complies Exception: Requirement does not apply. [PR14]1 :directly under a roof with ceiling :E]Does Not heights >15 ft.and used as an off Ice, 1 ,E]Not Observable: ;lobby,atrium, concourse, corridor, ;storage,gymnasium/exercise center, :E]Not Applicable !convention center,automotive iservice, manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, ';transportation, or workshop,the Ifollowing requirements apply: (a)the :daylight zone under skylights is >= ;half the floor area; (b)the skylight area to daylight zone is >= 3 percent minimum skylight effective aperture C406 !Plans,specifications,and/or 71]Complies Requirement will be met. [PR911 !calculations provide all information :E]Does Not ;with which compliance can be I ;determined for the additional ener ;E]Not Observable: AdditionaUCommments/Assummptions: I I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION ATPURITA WINERY Report date: �� 0� � 8 Data filename: �mxs\ hare\o�ce��sVCommonoocumen�\AcTvsPRO|EcTs\onexvvmen\oneVVomen ' page 7 o zu Production Bullding\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation rev|sed.cck . ` sum C1301- 7,,"Slab edge insulation installed per ;E]Complies Requirement will be met. �nNot Observable C303.2.1, Exterior insulation protected against ;,E]Complies Requirement will be met. [FO6]1 ;damage,sunlight, moisture, wind, 'E]Does Not ;landscaping and equipment ;FlNot Observable! :maintenance activities. I I ;E]Not Applicable Slab edge insulation R-value. ;,OComplies ;See the Envelope Assemblies table for values. [F93, ElDoes Not FINot Observable ;[]Not Applicable -',Radiant heating systems panels �E]Complies ;Exception: Requirement does not apply. fFO12]3,��,,,�insulated to >=R-3.5 on face opposite ;E]Does Not �,'.,,space being heated. :See the Envelope Assemblies table for values. �nNot Observable: ZINot Applicable �-Q'A J)Snow/ice melting system sensors for ;,E]Complies ;,Exception. Requirement does not apply. future connection to controls. Freeze T]Does Not C403'.�.',', protection systems have automatic nNot Observable controls installed. i UNot Applicable AdditiomxeUCommme 11 High Impact(Tier 1) 1,,r,-?,',,,',J Medium Impact(Tier 2) Low Impact(Tier Project Title: WINE PRODUCTION BUILDING ADDITION 4TPUnnnWINERY Report date: o5/o3/ a Data filename: 8mAs\ hane\oMice0es\cvmmnnoocuments\AcTK/spuo]EcTs\onevvomen\oneVvomen Page 8 o zo Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck ' . ' C�03 I 3�,�l Fenestration products rated in �E]Complies ;Requirement will be met. -INot Observable: ZINot Applicable C303.1.3 :Fenestration products are certified as ElComplies ;Requirement will be met. ' [FR13]1 :to performance labels or certificates �,E]Does Not ;MNot Observable UNot Applicable C402.4.3 Nertical fenestration SHGC value. �,E]Complles See the Envelope Assemblies table for values �FlNot Observable ;E]Not Applicable C402.4.3, Vertical fenestration U-Factor. �,OComplies See the Envelope Assemblies table for values C402.4.3. :E]Does Not [FR811 ;[]Not Observable :E]Not Applicable 0,42".4.-4-�'Au-factor of opaque doors associated !Elcompues See the Envelope Assemblies table for values. iwith the building thermal envelope :E meets requirements. ![-]Not Observable: !E]Not Applicable C402.5.1 Jhe building envelope contains a ;E]Complies Exception: Requirement does not apply. [FR16]1 :continuous air barrier that is sealed in 11EIDoes Not an approved manner and either FINot Observable: :constructed or tested in an approved 1 1 i manner.Air barrier penetrations are �,E]Not Applicable �sealecl In an approved manner. _C462.5'.2,,'z�Factory-built fenestration and doors i0compnes ;Requirement will be met. C402.5.4 lare labeled as meeting air leakage :E]Does Not 1 7i T-INot Observable! :E]Not Applicable C4.0.2.5:1,"',Vestibules are installed on all building ;,E]Complies :Exception, Requirement does not apply. 7]3 -.,-I entrances. Doors have self-closing 1EIDoes Not j devices. 7) �171\lot Observable: 1 ""'o flNot Applicable AdditionaUCommmen8s/Assummptions: ipact(Tier 1) ]_�?_.J_Medlum Impact(Tier 2) Low impact(Tier 3) J Project Title: WINE PRODUCTION BUILDING ADDITION ATPURRAWINERY Report date: 05/Z3/I8 Data filename: \Nmxs\ hare\OMice0es\commnnDocume EcTS\OneVVumen\DneWomen Page 9 o lO Production Buildlng\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation oevised.cck 'Section', rnbl" 0 p M !0 C-404�- "t Heated water supply piping conforms ;[]Complies Exception: Requirement does not apply. C46*51,` to pipe length and volume :E]Does Not C404'.5".2 requirements. Refer to section details. [PL :MNot Observable:, ZINot Applicable 'Pumps that circulate water between a T]Complies :,Exception: Requirement does not apply. 1K heater and storage tank have controls !E]Does Not that limit operation from startup to T ; <= 5 minutes after end of heating : -INot Observable E] cycle. Not Applicable C`404J'!""i Water distribution system that pumps ElComplies !Exception: Requirement does not apply. 6" Z , -1 water from a heated-water supply UDoes Not pipe back to the heated-water source 4 a cold-water supply pipe is a _1Not Observable: .-idemand recirculation water system. !E]Not Applicable Pumps within this system have controls that start the pump upon '!receiving a signal from the action of a ?user of a fixture or appliance and ic limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Offlce files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 10 of 18 Production Bullding\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck . . ,C462.2".15 Jhermally ineffective panel surfaces of;E]Complies Exception: Requirement does not apply. [ME41r" ',�',sensible heating panels have :E]Does Not �DNot Observable UNot Applicable t4i[li'5�-,�"Stair and elevator shaft vents have Ecomplies ;Exception: Requirement does not apply. C*362-.A.,�v motorized dampers that automatically :,E]Does Not :E:]Not Applicable C,40�.§,.'5,` Outdoor air and exhaust systems have Elcomplies Requirement will be met. �C493J.41motorized dampers that automatically !E]Does Not J shut when not in use and meet maximum leakage rates. Check, ity dampers where allowed. _C4031.12 HVAC fan systems at design ;E]Complies ;Requirement will be met. conditions do not exceed allowable ;E]Does Not fan system motor nameplate hp or fan �Sae the Mechanical Systems list for values �Fllslot Observable: system bhp. cable :i,!Fans have efficiency grade (FEG) >= I]Complies ;Requirement will be met. ;'rJ 67.The tota I efficiency of the fan at :[]Does got ,-,Ahe design point of operation <= 15% 1 ;nNot Observable, of maximum total efficiency of the Unenclosed spaces that are heated ;[]Complies :Exception: Requirement does not apply. use only radiant heat. :F—]Does Not :E]Not Observable: 'E]Not Applicable "4 2 ;E]Complies ;See the Mechanical Systems list for values. HVAC equipment efficiency verified. [ME5512- 44 :IE]Does Not �E]Not Observable; �IE]Not Applicable C403.2.6. Demand control ventilation provided ElComplies Exception: Requirement does not apply. I :for spaces>500 ft2 and >25 ElDoes Not [ME5911 !people/1000 ft2 occupant density and ;nNot Observable; !served by systems with air side ;economizer,auto modulating outside :E]Not Applicable ;air damper control,or design airflow losed parking garage ventilation E]Complies Exception: Requirement does not apply. "has automatic contaminant detection E]Does Not tM E if 5' and capacity to stage or modulate :nNot Observable: fans to 50%or less of design capacity. :10Not Applicable C403.2.7 Exhaust air energy recovery on ;,E]Complies ;Exception: Requirement does not apply. [ME57]1 :systems meeting Table C403.2.7(l) :E]Does Not :E]Not Observable Kitchen exhaust systems comply with ;DComplies :Exception: Requirement does not apply. [ME1 15)�;", replacement air and conditioned ElDoes Not ,,,,isupply air limitations, and satisfy hood: rating requirements and maximum ;nNot Observable: UNot Applicable lexhaust rate criteria. HVAC ducts and plenums insulated. t]Complies :Exception: Requirement does not apply. �[M`(�,01 Where ducts or plenums are installed ;E]Does Not in or under a slab,verification may 1E]Not Observable! need to occur during Foundation :;E]Not Applicable 11 High Impact(Tier 1) "_LMediurn Impact(Tier 2) oact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION ATPURITA WINERY Report date: 05123/18 Data filename: \\mAs\ hare\officefi|cs\Comnnunoocuments\/xCTvEPR[JEcTs\onexvomen\onexVomen Page 11 of zo Production Bullcling\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation mevised.cch . . CC pc a Ducts and plenums sealed based on ;E]Complies ;Requirement will be met. fME101 �,'�."static pressure and location. :E:]Does Not :E]Not Observable ;[]Not Applicable 463.2.'9�.�- Ductwork operating >3 in.water t1complies ;Requirement will be met. requires air leakage testing. UDoes Not iRNot Observable :E:]Not Applicable ,C40.4.2-.,,Yjhree-pipe hydronic systems using a ;,E]Complies !Requirement will be met. common return for hot and chilled ;[]Does Not [ME5qJ water are not used. tlftt Observable :E]Not Applicable C]46:�,`4.�"",I Chilled water plants with multiple �E]Complies :Requirement will be met. chillers have capability to reduce flow "ElDoes Not OE26,I automatically through the chiller plant :E]Not Observable when a chiller is shutdown. Boiler plants with multiple boilers,have the pplicable capability to reduce flow automatically: through the boiler plant when a boiler is shut down. C4034-4-1 Multiple zone VAV systems with DDC �E]Complies :!Exception: Requirement does not apply. of individual zone boxes have static :F-]Does Not [M]1EJ-j9]3,_':,�pressure setpoint reset controls. !See the Mechanical Systems list for values. 1RNot Observable ;E]Not Applicable Condenser heat recovery system that '10Complies ;,Exception, Facility operates 24/7. [MQ�P can heat water to 859F or provide UDoes Not 60%of peak heat rejection is installed E]Not Observable iot water. for preheating of service h :E]Not Applicable C4dg.'�J."J,Air outlets and zone terminal devices ElComplies :Requirement will be met. 1 ":,s"�',,have means for air balancing. ElDoes Not 1E]Not Observable; f]Not Applicable 'ElComplies I Requirement will be met. Z,.,coils have means to balance and have !E]Does Not pressure test connections. []Not Observable 41 :E]Not Applicable ElComplies Exception: Requirement does not apply. C10_§'5"1'-_',C0GIers or walk-in freezers served by �[]Does Not ,C403;5.2,��,,remote compressors and remote MNot Observable [MEi23]�, condensers not located in a condensing unit, have fan-powered !E]Not Applicable d ers that comply with Sections con ens IC403.5.1 and refrigeration compressor� '!systems that comply with C403.5.2.. AdditionaKCommmments/Assummp@mns: I I High Impact(Tier 1) Medium Impa t(Tier 2) Low impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION xrpuROAWINERY Report date: 05/23/18 Data filename: VmAskshane\mfflcefiles\communoucumpntsVuz'IVspRcgecTgOneyxnmen\oneWomen page 12 of zu Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation cti C405.2.1 :Lighting controls Installed to uniformly:E]Complies ;Requirement will be met. [EL15]1 'reduce the lighting load by at least :E]Does Not 4-lNot Observable: :E]Not Applicable C405.2.1 :Occupancy sensors installed in ;'E]Complies Exception: Lighting that is related to means of egress in [EL1811 'required spaces. 'E]Does Not :stairways, ramps, corriclorsRequirement does not apply. ;E]Not Observable: C 1 4 1 Q5.2'-Xi",),Independent lighting controls installed ;,[]Complies Requirement will be met. per approved lighting plans and all :E]DoesNot manual controls readily accessible and; InNot Observable visible to occupants. :E]Not Applicable Automatic :[]Complies Requirement will be met. ontrols to shut off all I building lighting installed in all fboes Not :E]Not Observable UNot Applicable Daylight zones provided with �.E]Complles ;Exception: Requirement does not apply. [EL 161 "",individual controls that control the :E]Does Not l'ilights independent of general area FlNot Observable! '[]Not Applicable C405.2.3, Primary sidelighted areas are !DComplies Exception. Requirement does not apply. C405.2.3. :equipped with required lighting ;E]Does Not 1, �controls. �nNot Observable C405.2.3, Enclosed spaces with daylight area ;E]Complies :Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ;L-JDoes Not 1, :are equipped with required lighting ;FlNot Observable! C405.2.3. controls. 3 :[]Not Applicable C405.2.4 Separate lighting control devices for �E]Complies ;Requirement will be met. [EL411 �speciflc uses installed per approved ElDoes Not Aighting plans. :"Not Observable;' TINot Applicable C405.2.4 �Additional interior lighting power ;E]Complies :Requirement will be met. [EL811 ;allowed for special functions per the ElDoes Not ,approved lighting plans and is �17!Slot Observable; :autornatically controlled and iseparated from general lighting. UNot Applicable C405.2.5 ;Automatic lighting controls for exterior jElcomplies ;Exception: Requirement does not apply. [EL25]nuil :lighting installed. Controls will be ;[]Does Not �Jclaylight controlled,set based on f]Not Observable :business operation time-of-day, or I reduce connected lighting > 30%. UNot Applicable C405.3 Exit signs do not exceed 5 watts per ;E]Complies ;Requirement will be met. !E]Not Observable: UNot Applicable AdditionaUCmmmments/Assummptions: pact(Tier 1) [2,-]medium impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title. WINE PRODUCTION BUILDING ADDITION xTPumTAWINERY Report date. 05/ 3/I8 Data filename: \\Nxs\shaneVOfficefi|cs\commononcumentsVuCTx/sp scTS\OncmmmenNonexxomen Page 13 of zo Production Building\ADDITION TO THE ADDITION PERMIT INFORMATONNEnergy Calculation nev|sed.cck f 1 High Impact(Tier 1) ,a Medium Impact(Tier 2) 3k`Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date. 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 14 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck ' . C303.1 :Roof insulation installed per :E]Complies :Requirement will be met. [IN311 :manufacturer's instructions. Blown or :E]Does Not :poured loose-fill insulation is installed ;only where the roof slope is <=3 in �E]Not Observable: 2;12. UNot Applicable � 0703',L', Building envelope insulation is labeled �E]Complies ;Requirement will be met. with R-value or insulation certificate :E]Does Not providing R-value and other relevant E]Not Observable! UNot Applicable C303.2 :Above-grade wall insulation installed TIComplies !Requirement will be met. [IN7]1 )per manufacturer's instructions. ElDoes Not �E]Not Observable :E]Not Applicable JCJ.62�14'1v-,,Exterior insulation is protected from ;,E]Complies ;Exception: Requirement does not apply. damage with a protective material. :DDoes Not f. en ication for exposed foundation �F]Not Observable: cur during insulation may need to oc 'E]Not Applicable 'Foundation Inspection. IL -;,"Non-swinging opaque doors have R- ;[]Complies :Exception: Requirement does not apply. 4.75 insulation. ;E]Does Not tlNot Observable UNot Applicable Insulation intended to meet the roof ;E]Complies ;Requirement will be met. [IU17]3', insulation requirements cannot be T]Does Not ,installed on top of a suspended nNot Observable; Y,o ceiling.Mark this requirement I 'E]Not Applicable f compliant if insulation is installed C402.2.3 �Above-grade wall Insulation R-value. E]Complies See the Envelope Assemblies table for values !E]Does Not !E]Not Observable: jElNot Applicable ,C4 02`,J'6�'!Floor insulation R-value. Elcomplies See the Envelope Assemblies table for values. !E]Does Not !E]Not Observable: :E]Not Applicable C402.1.6 Radiant panels and associated ';E]Complies Exception: Requirement does not apply. fIN18]� ,,"-r,'components,designed for heat ElDoes Not transfer from the panel surfaces to the' :E]Not Observable occupants or indoor space are 4 insulated with a minimum of R-3.5. :E]Not Applicable C402.2.2 ;Roof R-value. For some ceiling �,E]Complies ;See the Envelope Assemblies table for values. [IN211 Isystems,verification may need to flDoes Not ,occur during Framing Inspection. :nNot Observable ENot Applicable ;Requirement will be met. C402.5.1. !All sources of air leakage in the ;E]Complies I �building thermal envelope are sealed, !E]Does Not (IN111 :caulked,gasketed, weather stripped !or wrapped with moisture vapor- I ;permeable wrapping material to UNot Applicable ;minimize air leakage. AdditionaUCommmments/Aswummptimns: 111 High Impact(Tier 1) Medium Im" pact(Tier 2) Low Impact(Tie=r 3=) Project Title: WINE PRODUCTION BUILDING ADDITION ATpon[TAWINERY Report date: os/ 3/za Data filename: VNxs\ hare\mfficeO|es\CvmmononcumentsVvCT|vspRcUscTs\onexvumen\onevxumen page 15 of zo Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation evised.cck \ . ' ,C303.,3-,' --J1 Furnished O&M instructions for ;LJComplies Requirement will be met. systems and equipment to the :E]Does Not building owner or designated ![]Not Observable: 7,],, :representative. :E]Not Applicable C3,03 1 Furnished O&M manuals for HVAC ;nComplies ;Requirement will be met. C408.2.5.,,,",systems within 90 days of system UDoes Not �E]Not Observable; :E]Not Applicable t4b�.5.-j;'l Where open combustion air ducts 1�E]Complies :Requirement will be met. provide combustion air to open 'IE]Does Not combustion fuel burning appliances, E]Not Observable! the appliances and combustion air opening are located outside the UNot Applicable building thermal envelope or enclosed -In a room, isolated from inside the envelope. Such rooms are -tsealed and insulated. C402.5.6 ;Weatherseals installed on all loading �,E]Complies :Requirement will be met. F13711 ;dock cargo doors. PDoes Not �nNot Observable :E]Not Applicable C402-.�,$',, ;Recessed luminaires in thermal ;E]Complies Exception: Requirement does not apply. IFI261 envelope to limit infiltration and be IC ;[]Does Not )rated and labeled.Seal between :E]Not Observable interior finish and luminalre housing. :,E]Not Applicable C40j"J"-,HVAC systems and equipment ;E]Complies ;Requirement will be met. capacity does not exceed calculated ElDoes Not :E]Not Observable! ;E]Not Applicable jC403� 4 Heating and cooling to each zone is �E]Complies ;Requirement will be met. 1controlled by a thermostat control. :E]Does Not V147 Minimum one humidity control device nNot Observable per installed C403,�-2A. Thermostatic controls have a 5 'F �Elcompiies Requirement will be met. UDoes Not :[]Not Observable! !E]Not Applicable t-4637 2.4 Temperature controls have setpoint �E]Complies 11, 1- i �Requirement will be met. over a p restrictions. 13 ;FlNot Observable' 'ONot Applicable Each zone equipped with setback �,E]Complies ;Exception: Requirement does not apply. 2',-- controls using automatic time clock or !E]Does Not [F139]3'- .'programmable control system �nNot Observable; C4032.4. ;Automatic Controls: Setback to 55'F TIComplies ;Exception: Requirement does not apply. C403.2.'4. hour occupant override, 10-hour �[]Not Observable: backup pact(Tier 1) npact(Tier 2) ['3JLow Impact(Ti:e:r:3:)= Project Title: WINE PRODUCTION BUILDING ADDITION xrPURITA WINERY Report date: 05/23/18 Data filename: \\NAS\ hare\OfficefileyVCnmmonDucumentsVu3lVEPR[UEcTS\OneVVumen\onnVVomen Page 16 of 18 Production BuIlding\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation nev|sed.cck ` . ect Oh C405.4.1 !Interior installed lamp and fixture E]Complies ;See the Interior Lighting fixture schedule for values, [FI18]1 'lighting power is consistent with what UDoes Not is shown on the approved fighting ;plans,demonstrating proposed watts :E]Not Observable: ,�are less than or equal to allowed UNot Applicable C405.5.1 i Exterior lighting power is consistent ;ElComplies See the Exterior Lighting fixture schedule for values :E]Does Not [FI19]1 'Wth what is shown on the approved :lighting plans,demonstrating i proposed watts are less than or equal �E]Not Observable: �to allowed watts. :F-]Not Applicable : C408.2.1 �,Commissionlng plan developed by ;E:]Complies j Requirement will be met. [F128]1 �registered design professional or UDoes Not :approved agency. I !r-lNot Observable UNot Applicable C408.2.3. :,HVAC equipment has been tested to ;,E]Complies ;Requirement will be met. :E]Not Observable; ;ONot Applicable C408.2.3. HVAC control systems have been :,E]Complies ;Requirement will be met. 2 :tested to ensure proper operation, ;E]Does Not [FI10]1 !calibration and adjustment of controls.; ;MNot Observable UNot Applicable ElComplies !Requirement will be met. C408.2.4 :Preliminary commissioning report I [F12911 'completed and certified by registered ElDoes Not 'design professional or approved :E]Not Observable ;agency. I jElNot Applicable (406J,5.-t"t Furnished HVAC as-built drawings ;E]Complies :Requirement will be met. '11" 'Jsubmitted within 90 days of system �E]Does Not ,,z",iacceptance. !FlNot Observable: ;E]Not Applicable Furnished C4 as-built drawings for �DComplles Requirement will be met. e I t i ower systems within 90 days :E]Does Not ,�-,',lof system acceptance. -]Not Observable UNot Applicable C408.2.5. An air and/or hydronic system �[]Complies Requirement will be met. 3 ;balancing report is provided for HVAC ;E]Does Not i [F143]1 systems. I I �[:]Not Observable: ;E]Not Applicable C408'2.5. ;,Final commissioning report due to �E]Complies :Requirement will be met. 4 building owner within 90 days of 1EIDoes Not [F130]1 receipt of certificate of occupancy. E]Not Observable; UNot Applicable C408.3 :Lighting systems have been tested to E]Complies Requirement will be met. [F133]1 !ensure proper calibration, adjustment, :[]Does Not :programming, and operation. 1E]Not Observable: UNot Applicable AdditionaUCommmmen8s/Assummptions: 11 High Impact(Tier 1) npact(Tier 2) Low Impact(Tier 3) Project Title: WINE PRODUCTION BUILDING ADDITION^TPomnAWINERY Report date: os/ 3/za Data filename: NoAs\ hare\onicefi|es\commonoocume t$AcTvsp sCTs\oneVvomen\oncxvomen page 17 of zo Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation nevised.cck Project Title: WINE PRODUCTION BUILDING ADDITION AT PURITA WINERY Report date: 05/23/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\One Women\One Women Page 18 of 18 Production Building\ADDITION TO THE ADDITION PERMIT INFORMATON\Energy Calculation revised.cck T LOCATION A REVISIONS: �, Aug 11, 2017 50 MINC.OMMERGIAL 50 MIN REIDENTIAL \.: •.\:` \ `:" NO STABILIZED CONSTRUCTION ENTRANCE NOTES: EXISTING :;;: \,<:,;` <: , ;\\„1,01 EXISTING ,\:', \\, . ., :. \ PAVEMENT \ \\\ \ \ \.\' `.�� \. GROUND `\\: \ \�` \"\.t \\�\\ \` \\\, M\ `\\ \ \\\\1\.\ V \ \\. \: \ \ :S\\ \\ \ \^\\ \ \ 1. Stone size use 2 inch stone,or reclaimed or recycled _ V \ \ \\ \ \ \\\ \.. \\` \ \\\C`\ concrete equivalent. � ��>, �; •�� \� < �\ �\ \ q \.\\ �\;:\. „ v M 2. Length-not less than 50 feet(except on a single residence lot where 30 foot minimum length would apply). T W/b FILTER MOUNTABLE BERM F P�e< ITE �a 3. Thickness-not less than six(6)inches. 2" STONE OR CLOTH (OPTIONAL) �yh asr Long Q RECYCLED CONCRETE PROFILE 4. Width-twelve(12)foot minimum,but not less than the full width at points 3 / oJ� �ho4 N �° Creek where ingress ore egress occurs.Twenty-four(24)foot if single entrance to , StU7o 3 AVEC 25 FT WIDE SOS a Z g 9 ��O�s�„ Q/�• � " SOU1�lD�111=Wi o' 0 .�\ site. /LD 50'MIN COMMERCIAL 5. Geotextile-will be laced over the entire area prior to placing of stone. 40 50'MIN REMENTIAL bry/SCTM / /48 8�D/' P b'/ �D fOUD ry V 1.03 � _ 6. Surface water-all surface water flowing or diverted toward construction71 entrances shall be piped beneath the entrance.if piping is impractical,a ; J 0 mountable berm with 5:1 slopes will be permitted. a I 3$� /'Y.5 �D m - Z=Ua 868 O A& JLX 7. Maintenance-the entrance shall be maintained in a condition which willSITE D prevent tracking or flowing of sediment onto public rights-of-way, all V♦ �" sedimentspilled,dropped,washed or tracked onto public rights-of-way `s '�• ' ` r'' a I SCTM # 1000-51-03-4.11 Z W >= must be removed immediately. SCTM # 1000-51-03-4.12 ,z Q EXISTING t;v'•.: ;.'>'` :, '.ti' �, :.. 4 SCTM # 1000-51-03-4.13 O GRouND :, �. 8. When washing is required,it shall be done on an area stabilized with ;.; •' "� SCTM # 1000-51-03-4.14 sediment trapping device. ,� t stone and which drains into an approved sed pp g ':�" ,,,..` `., i+•' Z SOUNDVIEW AVE LLC SCTM # 1000-51-03-5 9. Periodic inspection and needed maintenance shall be provided after each tl1 p :•:R. 0 � W PROPERTY: 5195 Old North Rd. O rain. 12' MIN. OR MATCH `� w ID ADDRESS Southold NY, 11971 0 LL. Z WIRE FENCE v ADJACENT ROAD WER:WIDTH o OWNClaudia Purita FILTER CLOTHHPLAN Q (' - 19995 Soundview Ave. Z w STABILIZED CONSTRUCTION ENTRANCE Southold, NY 11971 06 SURFACE NO SCALE SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC (n FILTER CLOTH MIN. DRAINAGE IO'MIN. _ DEVELOPMENT RIGHTS INTACT- 4.4789 AC Z 5 88 26' So" E 175.0o' TOTAL SITE AREA: 26.056 AC m 6' BELOW GRADE F O ZONING: AC W SURVEYOR: Peconic Surveyors PO Box 909 Q TEMPORARY STORM WATER FRANCO PURITA 1230 Traveler Street RUNOFF CONTROL MEASURE Southold, NY 11971 0 � Q EROSION & SEDIMENT CONTROL DETAILS TOP OF EXISTING GRADE 3 LICENSE #49618 F_ NO SCALE CA5T IRON FRAME AND COVER CHAHOME ASSOCRDONNAYODS NOTE: ELEVATIONS BASED UPON NAVD (1988)„ Z (1) 0TO GRADE (AS REQUIRED) (OPEN SPACE) USC & GS DATUM W C7 = GENERAL STORMWATER POLLUTION PREVENTION NOTES TRAFFIC, SLAB (SEE Z PLANS FOR LOCATI ONS) RY LANE BUILDING: WILDEsER PERMANENT STORM WATER RUNOFF CONTROL MEASURE GHARDONNAY 28 ER WIDE AREAS SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE DR. 28 FT WIDE SCTM Development activities for this project will consist of: ' SCTM # 1000-51-03-4.14 WINE PRODUCTION BUILDING: (9,129 Sf total) 5 1. Installation of temporary erosion control measures(silt fence barriers), see detail 3 iv <t I (DEVELOPMENTW J DIA 2.Clearing of trees and brush in areas shown on Site Plan RIGHTS SOLD) EXISTING BUILDING: 6,033 SQ. FT. 3. Installation of the driveway stabilized construction e48" entrance, see detail 2 - I PROPOSED BUILDING: 3,096 SQ. FT. 4. Excavation for a new building foundation(+/-3 ft below finished grade) ® ® ® ® ® ® ® ® ® W DRAINAGE CHARDONNAY WOODS -DWELLING STRUCTURES (480 sf totals _ 5. Construction of a new foundation N S'MIN ® ® ® ® ® ® ® ® ® BASIN HOME ASSOC RIANCO PURITA O ® ® 6. Construction of the new building structure Z ® ® ® ® ® ® ® O (OPEN SPACE) EXIST DWELLINGS: 932 SQ. FT. 7. Site grading from the public road to the area around the proposed building o > ® ® ® ® ® ® EK EK ® BACKFILL PROPOSED DWELLINGS: 480 SQ. FT. 8. Construction of underground electric and utility lines from the utility pole at the road to the new building ® ® ® ® ® ® ® ® ® MATERIAL lu 9. Construction of a new underground water line from the public water main under the road to the new building ® OMAN SAND O � �A R�I N G REQUIRED 10. Installation of the septic system ® ® ® ® ® ® ® 11. Installation of on site drainage structures(permanent storm water runoff control measures), see detail 1-SP1 ® ® ® ® ® ® S ® ® AND GRAVEL M o m 1000-51-03-5 0.76 Acres 12. Installation of underground piping from gutters and downspouts to the drainage structures SCTM # x Z WINE PRODUCTION BUILDING: 13. Filling and grading of soil above drainage structures n fS0"WATER >= 175.0 14.Construction of new terraces ' I OFFICE AREA: 1,093 SF/100 SF/SPACE = 10.9 SPACES GRC. JND 15.Construction of new driveway and parking areas including grading and driveway surfacing r°RODUCTION : 4 EMPLOYEES = 4 SPACES 06 16. Installation of new landscaping plants,lawns Ill-I STORAGE : 3,096 SF1 000 SF/SPACE = 3.1 SPACES Z 17. Removal of the temporary erosion control measures PERMANENT STORM WATER 'WELLING UNIT: N Q• (D a I I � N � v SITE DATA RUNOFF CONTROL MEASURE _ONIE FAMILY DWELLING\2 spaces per dwelliln � n• o p p g = 2 SPACES TOTAL PARKING SPAC S REQUIRED = 20 SPACES Site Area: 26.056 ac. 1 STORM DRAINAGE RING TYPICAL �� I I o ° Total Area within clearing limits:39,500 sq.ft. NOSCALE TOTAL PARKING PROV0M = 9 SPACES W/1 HC W _J• w Z 3 `" Soil Classification:See test hole TOTAL PARKING LAND BANKED = 11 SPACES _ a z U. ,� � _� _ � Receiving Waters:Peconic Bay '0Cn Contractor: N/A ER CERTIFICATION •�'� I�I w• a o PLUMB C R \ ANDSCAPE AREA REQ. w• N POLLUTION CONTROL MEASURES ON LEAD CONTENT BEFORE 1 I` D ERTIFICATE OF OCCUPANCY I I SCTM # 1000-51- - In accordance with the provisions of the Town of Southold,chapter 236,storm water management and erosion and sediment APPRQVED AS NOTED C � 03 5 0.76 Acres Q ~• � '� control measures including,but not limited to,the following shall be employed during construction: SOLDER USED IN WATER \ I I TRI13ERRY FIELDS LLC LANDSCAPED PARKING AREA REQUIREMENTS: (� DATE: B•P• 16 I-- SUPPLY SYSTEM CANNOT ' ' I (AGRICULTURAL RESERVE) * 10 SF OF INTERIOR LANDSCAPING FOR A. Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall remain undisturbed. FEE: ,lpjJgy. EXCEED 2/10 OF-1%'LEAD. 1 EACH PARKING SPACE B.Clearing and Grading shall be:scheduled so as to miinimize the extent of exposed areas and the length of time that areas are NOTIFY BUILDING DEPAR AT VIRE l��pECTe10 5�-�gP� 1 * 1 TREE FOR EVERY 10 PARKING SPACES exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC.Graded 765-1802 8 AM TO 4 PM FOR THE BEFORE. EACH SEPARATE LANDSCAPED AREA TO FOLLOWING p p�IIt� �� REOUIK, and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in NG INSPECTIONS: i-L(.,Il1�'1�7it V�.'7. \ \ i. FOUNDATION - TWO REQUIRED ALL PLU`a31NG�v�,sTE '"""�I I � � BE 100 SF MINIMUM W/ 8FT MINIMUM WIDTH accordance with the soil conversation service recommendations. �_, � -m C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are FOR POURED CONCRETE r'4&WATER LINES NEED � `or- Ew), completed,or if construciton on an area is suspended,the area shall be seeded immediately. 2. ROUGH - FRAMING & PLUMBING tMSTING BEFORE COVERING4. \� 9 PARKING SPACES a.Seed preparation-scariiy soil if compacted, remove debris and obsticifes such as roots and stumps. 3. INSULATIC'•I ; ZONING INTERIOR LANDSCAPING: 4. FINAL - �; SCTM # 1 00-51-03-4.13 b.Soil Amendments .-SON MUST (n OPMENT AC 9 x 10 SF = 90 SF REQUIRED aa, CHARDONNAY WOODS ` BE COMr L:.' , ,, C 0 HOME ASSOC SPACE RIGHT SOLD) \ 160 SF PROVIDED �, 1. Lime to ph 6.0 � (OPEN SPACE) 1 _ 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) ALL CONSTF::, ; , SHALL MEET THE TRUSS PVCARDI'IG I3EQUIRrO ' I TREES REQUIRED' v -:z c.Seed Mixtures REQUIREM,EN',S OF THE CODES OF NEW I ' SITE PLAN APPROVAL GRANTED � r,� � 1.Temporary seedlings YORK STATE. NOT RESPONSIBLE FOR 7 0 v LANDWARD LIMIT OF FRESH I 9/10 = 0.9 OR 1 TREE REQUIRED » �:- a. Ryegrass(annual or perennial)@ 30 lbs.per acre(0.7 lbs per 1,000 sq.ft.) DESIGN OR CONSTRUCTION ERRORS. WATER WETLANDS A5 1 I MARCH 10,2008 AND AN EXTENSION C/S b.Certified"Aroostook"winter rye (cereal rye)@ 100 lbs. per acre(2.5 lbs per 1,000 sq.ft.)use winter rye if seeding in �" Q;�terl'3r 11ght1w, DELI ATTER T SUFFOLK I GRANTED ON JULY 6,2015 FOR 3 TREES PROVIDED _ October/November. 9 CONSTRUCTION OF A NEW WINERY 2. Permanent seedlings-See Landscaping plans COMPLY WITH ALL CODES OF .Ictailed'replaced or ENVIRONMENTAL CONSULTING �I I ROJEC *O: 1309 9 P 9 P INC, ON MARCH 6 2014 IU/ D.The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from r,• ^irccl 01111 eonfol 5 TBAG g p P P y NEW YORK STATE & TOWN CODES WF�ochrnp`cr172 f I _ _ DRAWN BY: cleared slopes. �� `' G G Q, �:.il SCTM # 1000-51-03-4.11 UT E.Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. AS REQUIRED AND CONDITIONS OF r e „• "` �i SEPTIC 514MM FOR a'" Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until ' TO" ✓ T✓ �� (DEVELOPMENT rl� :��, WINE PPjiDDUGTION �_ RIGHT5 INTACT) , CHECKED BY: construction is complete. # 15F2/ U I / U'3 ' r BUILDING F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The NS SOUTHOLD TOWN PLANNING BOARD w --�---------- ---- - construction entrance shall be:maintained until the siite is permanently stabilized.Any sediment tracked onto public roads to be O SITE T O / �� EXISTING DATE: removed or cleaned on a daily/basis. GyTH9c / June 9, 2017 G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be im i \ �� I OFFHYD FIRE protected from sediment buildup through the use of appropriate inlet protection. ' E1�11- AR&EMENT i m ADDITION �� HYDRANT SCALE: 1�� = 100'-0" H.Appropriate means shall be used to control dust during construction. ••*"'"' Q' r SINE op I �� I� n �. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be �C•- � ., RELOCATED DWELLING I RlcS�ft S [ L N 8 �i � �\Q SHEET TITLE: ��.D�� Imo-, cleaned and flushed as necessary. OCCUPANCY OR �'^' ** I N • I (Y J.The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections UNI /��A�F I I I^ � � ` r - O r N 30�� E O -r a N must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance USE IS U I �-(-5 �! I N86 03' 30" W 170.56 pct' OVERALL r ;i '- ALBINA SITE PLAN measures are to include, but.are not limited to, cleaning of recharge basins,sediment traps and drywalls,cleaning and repair of WITHOUT r �. SEPTIC SYSTEM FOR I W "% r + r SAWICKI �Qro CE r I ! & sediment barriers, repair of berms and runoff diverters,and cleaning and repair of inlet protection devices. RELOCATED DWELLING r h provide Manu I Q n ; WALTER K. Duringconstruction, a contractor will com f with all local re ufations concernin the dis osal of solid waste and debris and •� - th PY g 9 P CCUPANCY ��up n et i :,: � � OSAWI�KIwK WALTER J�� SWPPP NOTES toxic and hazardous waste,as well as sanitary sewer and septic system regulations.Temporary fencing shall be erected as Oil O D J and S 4S p EXISTING STORAGE BUILDING m SAWICKI OO shown on Site Plan along with the placement of dumpsters to control the buildup of debris.The contractor shall periodically � m S M # 1000-51-03-5 ��I I JR & DETAILS l,�f.S Enemy Code PROPOSED WINE PRODUCTION I PROPOSED (DEVELOPMENT I'I I clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. i BUILDING I z CURB CUT RIGHT5 INTACT) ' ;I � I �� DRAINAGE INSPECTIONS ARE REQUIRED OLD NORTH ROAD 25 PT Ln CB m R The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to Contact TOS Engineering at 765-1560 before WIDE � N 86051 30 W the Engineer/Architect for revision of the SWPPP where appropriate. t3ac�fill,OR Provide Engineer's Certification. ENTRY thit th drainage his be^n Installed to Cod Y PUBLIC WATER �.� �� OLD NORTH HETET NO.: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE MAIN IN ROAD ROAD 25 PT WIDE Construction materials shall include concrete wood forms, building lumber and associated metal attachments,precast concrete ELECTR,CAL PROP05ED NEW UNDERGROUND PROPOSED NEW UNDERGROUND PROPOSED NEW - PUBLIC, WATER septic/drainage structures, prefabricated building components(windows,doors, cabinets,flooring materials,finished roofing and REQUIRED PUBLIC, WATER LINE TO PUBLIC WATER LINE TO RPZ VALVE MAIN IN ROAD siding materials, lighting fixtures, plumbing fixtures),gypsum wall board, batt and rigid insulation, piping for plumbing,outdoor INSPECTIONREQUIRED DWELLING PRODUCTION BUILDING paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, N trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. SCALE: 1" = 100'-.0" BUILDING PERMIT SET PROPOSED SEPTIC 5Y5TEM # REVISIONS: 15 FT UTILI I NE OF 17EVELOPMENT FOR PRODUCTION BUILDING 5EE EA5EMENT---,\ TM I Aug 11, 2017 SHEET #UI (SITE UTILITIES PLAN) R,I GHTS SOLD LINE OF DEVELOPMENT R�IG�tTs SOL17 I IILDING FAGAD 30 PROPOSED STORM WATER SYSTE LIGHT FIXTURE "D" SEE SHEET #UI (51TE UTILITIES PLAN) • 2 \/i zw\Orn-�, \�_/\//'/i/J;//I%\///////�///�/'j/�''//////'/Vi///rI�/'///i///i////%%/.�i///:,/;i"//,//�"�%/////////'/%/—;I'%%�/�//'//,%�///,/%///;;\° 1\1I,n\I°I—d/j/I(f\I/��/I N—\�\1dI—°I_/IrLI"��\-- /�/'--\_! °/——W/_—/--o°°5°T_a�°_r°°a e(d\°e(\°°/•.°°°°_—dd°°o°4o a°°�°n—1n°1°Pd e/dd°°°/d'_\°°,//_d°°/_°/d°°a_—g°dg°d°°fi°°d d,�°d°°nn\°°dd/'f1,°nNd i°°°1O°'°dn°°°Na•(°,J\n°4 nI°'\a°°n°\/'n°d°d�°°°°d°-G°°O°°n°Rd d'°/Ad2°°°daIna:,/�d°°n°° DU°nE O°A'°.G NFj1UPL\AiVi�: INGAEn°/OID LdN°d°°G a/Und°n/S/(E'//°//°'/°/'i•//n°//.°///'/////•�.i/° T. P SEE E/E HT #A2 A2 R;I///G :j/i✓°,/;//r/%na'j�j°/'°//,/i'�r/i/� i•/B,,"/ j/,°,/,///'O�/°7O/i''•i:;'i,//,/,/mo//;,jT,,': ,i'/Bi/i'/,✓// -� ° )>, , y`, '° , ° ° /\ TS 501-D °OPMENTH ° ° LINOFDE EL 1 } �-'•�I�Q__iCS . 5 I IEI I I III EI I Ii SHE-H—IE\0 IIRII IEI I E II TI II S I I I I n = I1 II OI I R � ° dd ° ' ONTINUATIO� OF I ` �Z 28 ° ° ° ° ° _ ° GE OF ITE PLAN /d ° O 1 d n ° °` ° d d° PAVING EXISTINGDRIVEWAY d ° 04 of °NEW GRAVEL d ° / EXISTING DRIVEWA-f n LAWN NIG ---4 °n d d 4 SURFACE a n < ° 6RA1 =L ° 'NOT IN � °d ° ONO RGA MATERIAL SURFACE QG— i�T"/ Q v ' ) vF 3- I J•�� a�fa -, 2 G O/o O ° ° nCONTRACT) d — < n NO RGA MATERIAL ° D d ° n '64° d ° ° d D 7 4d° LNOT IN LU AWN NIG Uj a.' CONTRACT) Z Z `PARKING RELOCATE LAND BANKED DWELLING2 SPACE .X 5 I , ! r— ce _ ARI�ING r ° ° / RELOCATED/ / �% O RS UL NEW 6 L NALKWAY NIG (NOT IN /d AL° ° // CONTRACT) 08Z°C Ib ft ht G OT LAWN NIG IN CON, GT) / // ' z/ (NOT IN ' i// CONTRACT) 00///ad DING FACAD / W -I FIXTURE IJTN 43 d1/ " EE SHT ° n# i. Uj O'ARKING PAGE Tree: Hone EXIST °d 1cal, TYPICAL d 3:4E '/ Ib ft ht NIG' (NOT ° EGUI ° dIN°CONTRACT) d SLAB z PARKING \LAND BANKED 4 ° ~ CI SPACES d // LU SCAPED //LAND %�/ // F % / LOCATED / /d / < TREES AND jO NEW STRUCTURE /�//// EVERGREEN TREES://TO BE MOVED d y ° D maim" /, Eastern Red% / /ri // /fid d DBearber I al Cedar, 10-12i/ LAWN o /; ° ht 10 ft or,NIG OT IN ZINZONTRAGDONT Y� ?� dV PROPOSED _EPTIG SYSTEM # CONTRACT)///�// SEE SHEET #UI SETBACK LINE DYELLI14G (SITE UTILITIES PLAN) ALING / r iJ G TREES LL TO BE RELOCATED I _ �Z W NIG (NOT IN d •CONTRACT) LO 0 =W° N1 O E CONE AlPN 'CON NIG (N IN CONI 5IDE **(AR "N Y16f ,•SLAB. d EXISTING CONCRETE5ETB CK LINE OF SLW PAYING ° AVIN5: O •GOMPAGTED;:GRANULA1 GAD PSNOGREd ? SLABILDINFAG00GN TYP SEE SHT #A2 E, (5BT•�+; OFF:REAAR•® b. LIGHT FIXTURE "A" J50TTO OF-SLAB)'SET o` NSWyoOPOSED NEW U`DERSROUND DGE OF LAWN NIG srF reeb Honey psi 0 . TPUBLIC, AER LINE FROM EXISTINGCE (NOT IN CONTRA LOCATED LOGUst 4 cal ROAD SEE SHEET #UII (51TE PAYING ALI °I6 ft htNIGUTILITIES PLAN) TREES AND (NOT Id ° NEW ° d COEVERGRENTRACTn d° 1 TREES:( °° ° LAWN NIG ° 4, ° de\ d d ° d Easter ROJEC°dn d ° ° ° ° XISANG R Cedar, 1012(NOT IN ° d n ° J0 - 01 e n n d 1303w=cY�� 9 CT)/ W °°RI ° d ° ° ht, 10 ft ocCONTRA ° ° ° GRAVEL NIG OT IN \n° d PROP05ED NE ° W RAVEL d UPUBN Y: LINEW GND iGROJNRFAE °° CONTRACT) UT� ° NO A MATERIAL °ROPOSED NEW DeSE OF d ° SURFACE nd UNDERGROUND PUBLIC ° PAVINGNO RGA°MATERIAL EXISTING DRIVEWAY \ ° d TER LINE FROM n CHECKED BY: NEW GRAVEL, SEE SHEET #UI POSED INS LINE FROM ° ° d \ N) n ° d° SURFACE (51 UTLITI°EPLARPZVALVE / ROAD SEE SHEET #`U1 m° ° ° d DATE: °° n � ° d °(SITE UTILITIES PLAN) d ° NO R.OAMATFV6E June 9, 2017 d d EXISTING, LOADING BERT- I5'x4a5' PA /IN6 ° SCALE: n 1" = 10'-0 " ° d ° LAWN SIC' (NOT IN GGT) 1.53' O SHEET TITLE: ° d 6d RGRE TREES: E ern E Re edor, 10- ht, 10 ft NIG PRODUCTIO Red (NOT IN NTRABUILDING 1;t, Io oc NIC, EE SHEET 5PI FOR SITE (NOT IN TRAC E IN CONTINUATION OF LANDSCAPE 56605 5011 To EXISTNG SITE 1PLAN & LIGHTING ENTRY TO BE PLAN2q Al ABANDONED 1 SHEET NO.: URB GUT TO BE GROANED BE REMOVED REMOVEI LAI D � PL RADE A5 REQUIRED T AND RELOCATED EXISTINGGD /EXT015TIN& DRIVEWAY ENR PREVENT STORMWATER RUN POSED STORM WTERSYS M RUN-OFF FROM LEAVING � � GRAVEL TO DRIVEWAY SCALE: lvv=lo-v-ovv OFF FROM SPILLING ONTO SEE SHEET #U1 (SITE UTILITIES PLAN) SITE AND ENTERING TOWN AREAS ON 51TE, PROVIDE TOWN ROAD ROAD SYSTEM NEW FILL EGFUTURE " +i, PLANT NG5 BUILDING PERMIT SET EXISTING SEPTIC SYSTEM T G PROPOSED 5 PT 5'f055'f05TEM # REVISIONS: 15 BE FILLED IN AND FOR PRODUCTION BUILDING INE OF DEVELOPMENT FT UTILITY Aug' 11, 2017 ABANDONED * 5EPTIG TANK 1,200 GAL (5T) RIGHTS SOLD EASEMENT I SFTVIA x4FTLD INE PROPOSED STORM WATER ROPOSED STORM WATER * LEACHING POOLS (LP) RIGH SFSO DEVELOPMENT 5Y5TEM (5) 8 FT DIA x 5 FT HT SEE CALCULATIONS U-2 SYSTEM * P15TRIBUTION MANHOLE (MH) FOR SIZES OF DRYWELLS SEE U-2 CALCULATIONS 4 FT DIA ID _ I FOR SIZES OF DRYWELLS HOUSE TRAP * FUTURE EXPANSION (EXP) 3O LINE OF DEVELOPMENT EDGE OF PAVIN CLEANOUT (2) 8 FT DIA x 5 FT HT I RIGHTS SOLD TYPICAL 1 I LINE OF DEVELOPM E-NT RI6HT5 SOLD I +30.5 NEW DRIVEWAY 21 f XP I Q LP I Z 28 I\11\ LP I o DW G I \+28.5 1 1 - MH +50.5 11311\ NEW DRIVEWAY i \ 8x4 \ �/ .` PITCH D EXP I V DH 11/11\ \_ / \ LP I I 1 8x4V r ST 3 I o / 3 0 z - 5EE 5HE T SPI E I O �� / -\ �'_ / \� +30.8 z +50.5 O DN / _ CONTINUATION OF I DW 11311 _ +31.0 7 PIT _, / _ \ , ' r /rr / , /'ii / �o 51 TE PLA o- / / D / _ / / �, �, // / i O w I W E 8x3.5 / / /i ;// /, / / // 'i ri' �` W \ 8x2 / i rr � ,% /i � � , i _ %/�/ �"% /�i% / i /j�'�% I Z %i;, �i//��% D6E OF RELOCATED I�WELLIN // i%i/i ' PAVIN6 NO BA5EMENT OR %'' CRAWL SPACE FIRST FLR. ELEV. 30.0 ;� / x3 5 / / / I /�" ORI /fir/ /i� �� ♦n , r/T/y, , j//�/M//' i" ./. //r / r /�// ��/'/�/" / / � 4ab , r /// j/ % / // ELECTRIC ( '- ( 11 111 / ////' ! /// // / / // /r„' / / R I ! ��i/ '! / METE / // / , \ x3.5 8x3.5 /' �A �IT�I {��}' // / I m PROPOSED NE IN, ,, UNDER6ROUNL� PUBLIC / , �/�;%' I Q W PITCH � / WATER LINE FROM ROAD, /n//'/i$U I LD I NO , �% i " / / �� TEST HOLE #2 I Q 2 DIA, 54 BELOW GRADE EXISTING SEPTI / /, /i \ 8x3.5 U� ./ % / //',// el ev 30.E I J /r 'iii i // / / r/ ///,/ 5YbTEM TO bE , / r. �% / / i,/ / j/, ,/ LiuO PARKING / / ,/ / // / / j, ///i . O /// F I LIED IN AND _ 5 SPACES / /'' / / / / ;/„ /'/' //!j/�.�i I / ABANDONED -{ / EXIST //,� // ' %/i /' j,: jNC) 3A�5E �[T _ "AllEQUI /M=M / / /� '�� U�L�'r�c-�� MEN �� x . SLAB /; T/ . ,�/i / O TEST H LE #3\ / / / / /r O /', i /r // 1 ,y elev Q.O I / // // ' FIRSTL " 1= I.O / ///��//%ii /%i//i' , ///�// I '^ HOUSE TRAP / i CLEANOUT ST 8' // /, / / / // / i /�i �r� . TYPICAL I / / / // / // %'/,/r// ,/; /�// % /,�/ I W / / / / j/�� . „/�•ice// r � �/ „/, I OPOSED SEPTic: LU / / / i //i a',% / PR SYSTEM I // / / /" / //> / / MINE /�' / / / / / // j / / / y%',r/,/moi 'i/i ii'%' / -%//rte F FOR DWELLING 10 O ' / / // // / , r // / / //// O * SEPTIC TANK 1,200 GAL (ST) NIIN LP � I IQUID DEPTH O I // / // /r //' / / / /, / / %%/.///./��/�/R/ / /jam //j ~ 8FTx4FTL / / r // LEACHING POOLS (LP) // / ''�� j//i/ IA x 2 FT HT Pl' / ,,/r ///// O NEW PROPOSE // XPAN51 ON EXP FUTURE E (EXP) UNDERGROUND � / 3 10 FT + O 28.5 LP /EX/m/1�LP ELECTRIC ��///NG �j /UTILITY LINE PARKI .i%' I SPACES I / i �,:':'%, %//% �� / // i / / ' /�/ 08 /' /(N /j/ ' LP EXP -� \ , //��'/'/, // // % '/ / // /%/ / ; LIr `rRl i%./,; // ' I N , 18x3.5 1 r / // /' ,, / � , ,, %/ ;, j, , �/ /., � Q 1 LF H / 0 / / xLli GE LINE / Lu. � W EXP RID � �� // ," // �//.� , . , I / \\ ago : EXP W. N 28.5+ \ _ x 1 tl 50.6 I rn`� 1 0 `\ I DV IID11 1 I y- \ 7 8x5 / y �' rn � z NNEGT NEW UNDERGROUND 1 RELOOT ELECTRIC, x c `` \` / I PUBLIC, HATE LINE INTO E;XISTII 6 `� E CLEANOUT a D6E OF ROPOSED STORM N n p HATER LINE IN BUILDING METERS PAVIN6 HATER 5Y5TEM EXI5TIN6 CONCRETE z FO NEW INTERIOR PAVING PZ `\ /-�\ FLO R DRAINS q� NEH CONCRETE 1 O DW 11811 I TEST HOLE #2 U� PAVIN6 P SED NEW umDER&RbuND ��it �o� New NO SCALE Q�� PUBLI HATER LINIE, 2 DIA,\54 \ 8x4 /1 � y BY MARK McDONALD GEOSCIENCE BELOW &RADE 1 -- NEW CONCRETE '` ��PG�L. STFF`0°'r� NEW DRIVEWAY \ VING / 1 I 7 2r SOUTHOLD NEW YORK 11971 - \ ��A TEST HOLE DATA 6/1t/16 ELEV. + 30.5j 2�i.6+ / 1 � 0.5 FT. DARK BROWN LOAM OL PROPOSED STOR /_\ 1 1 WATER SYSTEM / /-PROPOSED STORM WATER \ +2�1.0�� \ --�\Dw ab /-'\� i-'\ 5 STEM / \ / \ SEE CALCULATIONS U-2 I J �S a�?,,� c, 3.0 FT. BROWN SILT ML 1DW "2ab11r /TCS +21.6 LP ;-- Dw IIB II L DW IIB 11 / J/ 1 FOR SIZES OF DRYWELLS I EXISTING WELL TOB p/T \ 8x3.5// D� O \ 8x4 /l \ 8x4 /l ROyETO 9.7 FT. PALE BROWN FINE SAND SP 1 REMOVE] cN D O LP p/TcN D \- `� SEE SHEETS I 1309 11.0 FT. WATER IN PALE: BROWN FINE SAND SP I LP O N DRAWN BY: WATER IN PALE: BROWN FINE � O � O �$' 1=0R GONTINU TION UT I ,�^ � �ti OPOSED -' Of= 5I TE PLAN RPZ VALVE CHECKED BY: TO COARSE SAND SW �- \ p � / _ / 17 FT. _\ / \\ ISW II ION ry X 5 6 DRI 'bW "I b�' Dw "1ab111 NS COMMENTS: GROUND WATER AND HIGHEST E STING 5EPTIG II 1, / --J 1 �°/T 1 <, -4--- \ l I DATE: EXPECTED GROUND WATER ENCOUNTERED z 15TEM TO i5E `UW tab _ _- JDW "tab"�--- / cy D z 2a.4+ / 8x4.5/ June 9 2017 )POSED NEW \ --� ` , 9.7' BELOW SURFACE, ELEV 20.8' E UNDERGROUND ILLFV IN AND +2�i�4 PUBLIC HATER ABA�*ONtD \\ 3.5/ \_ / - C N z \ SCALE: 1" = 10'-0" LINE FROM ROAD, A +2ci.6 11 161.551 / O H 50 SHEET TITLE: TEST HOLE Q 2 DIA, 54 -p TC NO SCALE m BELOW GRADE D L pGE DGE OF PAVING N 86d O3 3 O- ASPHALT ' PRODUCTION BY MARK McDONALD GEOSCIENCE _ d z �I SOUTHOLD, NEW YORK 11971 U EXISTING W PUBLIC BUILDING TEST HOLE DATA 5/213/16 ELEV. + 29.0 XISTING WASTE WATER SYSTEM #5 �,�� ENTRY TO BE I KA,TER METERS XISTING PUBLIC HATER SITE kiiFT. MIX SAND AND LOAM OL / URB GUT TO BE (1) 8 FT DIA x 4 FT HT (EXISTING) �� I ABANDONED MAIN IN ROAD 2.0 11 j85.O CROWNED TO PREVENT LEACHING POOL (LP) N 86d 03 80 W STORM HATER RUN-OFF (2) 8 FT DIA x 8 FT HT (EXISTING) �U �\� UTILITIES 5.8 FT. GREY CLAY CH � FROM LEAVING SITE AND LEAG�HING POOL (LP) U �'�� PLAN 2Q GRADE A5 REQUIRE ENTERING TOWN ROAD (1) 8 FT DIA x 8 FT HT (EXP) vQ= TO PREVENT 301 SYSTEM EXPAINSION POOL �..1w 7 FT. WATER IN GREY CLAY CH STORMWATER RUN OFF �- SHEET NO.: FROM SPILLING ONTO W RIVEYVAY ENTRY - WATER IN BROWN FINE TOWN ROAD TO MEDIUM SAND SPas 17 FT. OLD NORTH ROAD "Raw T r,.--.'o 14 L A01 R COMMENTS: GROUND WATER AND HIGHEST NEW RELOCATE ; vi_ 11 EXPECTED GROUND WATER ENCOUNTERED UNDERGROUND SCALE: 1 -10- -� 5.8' BELOW SURFACE, ELEV 23.2' ELECTRIC, UTILITY LINE MAIN IN ROAD BUILDING HATER BUILDING PERMIT SET Oafs Ro UFY LroCKIIN& DRAINAGE CALCULATIONS FOR SANITARY CALCULATIONS REVISIONS: HEAVY DUTY LOOKING COVER TO GRADE WINE PRODUCTION BUILDING ROOF I. ALLOWABLE DENSITY CAST IRON FRAME AND FINISHED GRADE DRY WELL AREA x RAINFALL x RUNOFF FACTOR TOTAL ACERAGE: 4.4789 AC COYER To GRADE TRAFFIC BEARING 20" Roof "A" 1,338 SF x (2/12 FT.) x 0.9 = 200.7 CU. FT. (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) INISHED GRADE TOP SLAB 8" THK y USE: (2) 8' DIAMETER x X-6" HIGH POOL HYDROGEOLOGICAL ZONE: ZONE IV TRAFFIC BEARING 20" z, z . , = cv d) (DW-A) (2) 8' X 3'-6" STORM DRAIN RING = 295.7 CU. FT. WATER SUPPLY: PUBLIC WATER TOP SLAB 5" THK < INLET PROVIDED REQUIRED ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. J MIN. �• = N N 295.7 CU. FT. > 200.7 CU. FT. •-•' Q DIA SDR Q N ® ® D USE GROSS OVER PIPE II. SANITARY DENSITY CALCULATION Z INLI= 55 PVC BETWEEN THE MIDDLE 0 MINI. 4" �l PIPE ® ® D ® Roof "B" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. DIS` SDR 0 ® `� OUTLET O PITCHED ® ® � N RING5 AND THE FOUR PROPOSED TASTING ROOM BUILDING: (SEPTIC SYSTEM #1) OUTSIDE RINGS, EIGHT USE: (3) 8 DIAMETER x 4 HIGH POOL F- 35 PVC > MIN. 1. TASTING ROOM "MAIN" (5 GPD /Occupant) PIPE ® o - 1/8"/1' ® (5) INCHES ABOVE THE (DW-13) (3) 8' X 4 STORM DRAIN RING = 506.7 CU. FT. (� PITCHED ® ® m Ig" 5' MIN. � BOTTOM 5 GPD X 84 Occupants = 420 GPD PROVIDED REQUIRED 2. WINE PRODUCTION 0.04 GPD/SF ia'�iI' � ® (IFDIT. N - 5' MIN. - 10' DIA. 506.7 CU. FT. > 482.9 CU. FT. 0.04 GPD X 1(770 SF = 70.8 GPD 0 O PO L) MIN. ABOVE HIGH to O �_ 3. OFFICE SPACE (0.06 GPD/SF) � 0 0 RECORDED GROUNDWATER Roof "C" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. 0.06 GPD X 267 SF = 16.02 GPD � j 3' MIN. BACKFILL MATERIAL USE: (3) 8' DIAMETER x 4' HIGH POOL 4. RETAIL (0.03 GPD/SF) 0 !1J W } TO BE COARSE (DW-C) (3) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. 0.03 GPD X 347 5F = 10.41 GPD Z I} _ SAND AND GRAVEL PROVIDED REQUIRED 5. STORAGE (0.04 GPD/SF) ►- _ BACKFILL MATERIAL w TO BE COARSE SAND TYPICAL LEACHING POOL DETAIL 506.7 CU. FT. > 482.9 CU. FT. 0.04 GPD X 671 SF = 26.84 GPD 0 LL AND GRAVEL "•T•s• SEPTIC SYSTEM #3 RESIDENCE 0 w Q Roof "D" 1,300 SF x (2/12 FT.) x 0.9 - 195 CU. FT. PROPOSED WINE PRODUCTION BUILDING: (SEPTIC SYSTEM #2) Q 6. PRODUCTION (0.04 GPD/SF) LL HEAVY DUTY LOGKIN USE: (1) 8' DIAMETER x V HIGH POOL 0.04 GPD X 4,940 SF = 197.6 GPD 8' DIA. OAST IRON FRAME AND TOPPER OR _ C7 COVER TO GRADE END PLUG (DW-E1) (1) 8 X 5 STORM DRAIN RING = 211.2 CU. FT. 7. OFFICE SPACE (0.06 GPD/SF) Z �p MIN.. ABOVE 21R1O2 CU FT. > 1VIDED 95QCURFT.EUIED 0.06 GPD X 1,093 SF = 65.58 GPD z O 8. STORAGE (0.04 GPD/SF) 0 _ m GROUNDWATER 0.04 GPD X 33096 SF = 123.84 GPD m m BAGKF9LL MATERIAL b" MIN. PENETRATION DRAINAGE CALCULATIONS FOR EXISTING RESIDENCE: (SEPTIC SYSTEM #3) W TO BE COARSE IN VIRGIN STRATA OF SEWER PI SAND AND GRAVEL SAND AND GRAVEL 9. HOUSING UNIT (150 GPD/UNIT) > (' 3o ELBO 00 v4 "E WINE PRODUCTION BUILDING DRIVEWAY 150 GPD/UNIT = 150 GPD 0 Q TYPICAL LEACHING POOL DETAIL AREA 1a: CONCRETE 1,526 SF x (2/12 FT.) x 0.9 = 229 CU. FT. TOTAL SITE DENSITY FLOW = 11081.09 GPD Z J AREA 1 b: GRAVEL 1,175 SF x (2/12 FT.) x 0.7 = 137 CU. FT. PROJECT NOT OVER DENSITY UJ F- O N.T.s. SEPTIC SYSTEM #2 PRODUCTION BUILDING TOTAL: 366 CU. FT. � in _ TYPICAL CLEANOUT DETAIL USE: (1) 8' DIAMETER 9' HIGH POOL )V. SANITARY DESIGN FOR WINE PRODUCTION BUILDING SEPTIC SYSTEM #2 O m N.T.s. or USE: (2) 8' DIAMETER 4'-6" HIGH POOL SEWAGE DESIGN FLOW: ? O (DW-lab) (2) 8' X 4'-6" STORM DRAIN RING = 380.1 CU. FT. 6. PRODUCTION (0.04 GPD/SF) 0.04 GPD X 41940 SF = 197.6 GPD PROVIDED REQUIRED 7. OFFICE SPACE (0.06 GPD/SF) x 380.1 CU. FT. > 366 CU. FT. 0.06 GPD X 1,093 SF = 65.58 GPD LV COVERED 8. STORAGE (0.04 GPD/SF) 11.1 MANHOLE AREA 2a: CONCRETE 2,268 SF x (2/12 FT.) x 0.9 = 340 CU. FT. 0.04 GPD X 33096 SF = 123.84 GPD = AREA 2b: GRAVEL 3,651 SF x (2/12 FT.) x 0.7 = 426 CU. FT. SEWAGE FLOW FOR WINE PRODUCTION BUILDING = 387.02 GPD F- 0 TOTAL: 766 CU. FT. USE: (1) 8' DIAMETER 19' HIGH POOL or USE: (6) 8' DIAMETER 3'-6" HIGH POOL VI. SANITARY SYSTEM REQUIREMENT FOR WINE PRODUCTION HEAVY DUTY ADJUSTABLE LOOKING BUILDING SEPTIC SYSTEM #2 TYPE "P" CAST IRON FRAME AND (DW-2ab) (6) 8' X 3'-6" STORM DRAIN RING = 887.1 CU. FT. SEPTIC SYSTEM - 387.02 GPD COVER TO GRADE (TO BE WATER PROVIDED REQUIRED 1.SEPTIC TANK (ST): 387.02 GPD x 2 DAY FLOW = 774.04 GAL PROVIDE TIGHT AND INSECT PROOF) FINISHED GRADE06 USE MINIMUM: 1 200 GAL SEPTIC TANK 8 FT DIA x 4 FT LD Z 887.1 CU. FT. > 766 CU. FT. , ( ) TRAFFIC HEAVY DUTY LOOKING 2.LEACHING POOLS ( LP ): 387.02 / 1.5 S.F./GPD = 258.01 S.F. co a BEARING OAST IRON FRAME AND SLABS 8" THIO COVER TO GRADE USE MINIMUM ( 3 - 8 FT. DIA. X 5 FT. HT. K' :�; =: ;:�.:: .:'• 5" TRAFFIC, BEARING AREA 3: GRAVEL 3,770 SF x (2/12 FT.) x 0.7 = 439.8CU. FT. ) � o ; FINISHED GRADE X TO MEET AA5HT0-H2o USE: (1) 8' DIAMETER 10.5' HIGH POOL EFFECTk'VE DEPTH ( 3 - 8 FT. DIA. X 4.67 FT. HT.) = 350.25 S.F. W Z 2 _ or USE: (3) 8' DIAMETER 3'-6" HIGH POOL PLUS 50 /o EXPANSION (EXP): 2 - 8 FT DIA x 5 FT HT w J• = a z pow InM m 5" WALL (DW-3) (3) 8' X 3'-6" STORM DRAIN RING = 443.5 CU. FT. VII. SANITARY DESIGN FOR RESIDENCE (SEPTIC SYSTEM #3� w• a " STEPS ARE TO BE . INLET-� � - .:. SEWAGE DESIGN FLOW N COPOLYMER PROVIDED REQUIRED 9. HOUSING UNIT (150 GPD/UNIT a ~ U MIN. 4" DIA � Q - POLYPROPYLENE COATED ''� JOINT SEALANT TO BE ' SDR 55 PVC, PLOW - OUTLET MIN. 4" 1/2" STEEL BARS a 12" OG I" BUTYL RUBBER FOR 443.5 CU. FT. > 439.8 CU. FT. 150 GPD/UNIT = 150 GPD ) co Cl) PIPE PITCHED •. - ALL JOINTS MIN. 1/471' LINE v_ DIA SDR 55 SEWAGE FLOW FOR RESIDENCE = 150 GPD PVC PIPECONCRETE INVERT FORMED TO PROVIDE NOM-SHRINKING AREA 4a: CONCRETE 600 SF x (2/12 FT.) x 0.9 = 90 CU. FT. Li A - PITCHED MIN. AT LEAST THREE - QUARTERS MAST JOINT SEALANT AREA 4b: GRAVEL 3,203 SF x (2/12 FT.) x 0.7 = 373.7 CU. FT. OF THE DIAMETER OF THE PIPE ' VIII, SANITARY SYSTEM REQUIREMENT FOR RESIDENCE (SEPTIC SYSTEM #3� o :L. TOTAL. 463.7 CU. FT. SEPTIC SYSTEM - 150 GPD ` :-::r�.:. ..�;r::.:�. .:: r .•;:?: OAST IN PLACE FLEXIBLE USE: (1) 8' DIAMETER 11' HIGH POOL RUBBER SLEEVE WITH or USE: (4) 8' DIAMETER 3'-6" HIGH POOL 1.SEPTIC TANK (ST): 150 GPD x 2 DAY FLOW = 300 GAL OF NEW �0 48" ID STAINLESS STEEL STRAPS OR USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT x 4 FT (LIQUID DEPTH) CO �.STFFy :. FLEXIBLE RUBBER BOOT 2.LEACHING POOLS ( LP ): 150 / 1.5 S.F./GPD = 100 S.F'. lz� (DW-4ab) (4) 8' X 3'-6" STORM DRAIN RING = 591.3 CU. FT. 1. ALL MANHOLES SECTI ONS SHALL CONFORM TO ASTM G-478 LATEST REVISION USE MINIMUM ( 6 - 10 FT. DIA. X 2 FT. HT.) STANDARD SPEGIFIGATIONB PROVIDED REQUIRED FOR PRECAST REINFORCED CONCRETE MH SECTIONS EFFECTIVE DEPTH6 - 10 FT. DIA. X 2 FT. HT. = 300 S.F. 2. MANHOLE RISER SECTION TO BE FURNISHED 1,2,3, OR 4' HEIGHTS, AS REQUIRED 591.4 CU. FT. > 463.7 CU. FT. ( ) 1 SEPTIC TANK - 1200 GALLON 5. LOADING TO CONFORM TO AASHTO H-20 LOADING PLUS 50% EXPANSION (EXP): 3 - 10 FT DIA x 2 FT HT 0179 N.T.S. 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET DRAINAGE CALCULATIONS FOR SEPTIC SYSTEM #2 & #3 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION, 0.1 MINIMUM BELOW INLETS) DWELLING BUILDING ROOF ROJECT O: EXISTING WASTE WATER PROCESSING (WASTE WATER SYSTEM #5) 1309 TYPICAL DISTRIBUTION MANHOLE DETAIL DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXISTING PRODUCTION AREA DRAWN BY: N.T.S. Roof "E" 480 SF x (2/12 FT.) x 0.9 = 72 CU. FT. UT BUILDING WALL SEPTIC SYSTEM #2 USE: (1) 8' DIAMETER x 2' HIGH POOL WASH DOWN OF WINE MAKING EQUIPMENT 500 GPD CHECKED BY: FF EL 30.0 (DW-E) (1) 8' X 2' STORM DRAIN RING = 84.4 CU. FT. TOTAL WASTE WATER PROCESSING 500 GPD Ns WASTE WATER PROCESSING REQUIREMENTS: DATE: GRADE 28.5 FT. PROVIDED REQUIRED June 9, 2017 UILDING WALL FF EL 31.0 84.4 CU. FT. > 72 CU. FT. WASTE WATER SYSTEM - 500 GPD SCALE: LEAN OUT low = 10'-0" GRADE 51.0 FT. 1.LEACHING POOL : 500 GPD x 2 DAYS FLOW = 1,000 GAL 5, GRADE 28.5 FT. GRADE 28.5 FT. (1) 13200 GAL LEACHING POOL (LP) (8 FT DIA x 4 FT LDS) (EXISTING) SHEET TITLE: I' MIN. 2.5' MAX. LEAN OUT 2 MAX GRADE 30'5 FT. GRADE 30.5 FT. 2.LEACHING POOLS 500 GPD / 1.5 SF / GPD = 333.3 SF PRODUCTIW _ / /Z MIN. 2 MAX. USE (2) 8 FT DIA x 8 FT HT POOL (LP) (EXISTING) BUILDING /4"/FT. MIN TOP OF POOL EFFECTIVE DEPTH (2) (8 FT. DIA. X 7.67 FT. HT.) = 383.5 S.F. SITE SEPTI G 2-1.2 FT 1/4 /FT. MIN DISTRIBUTION PLUS 50% EXPANSION (EXP): 8 FT DIA x 8 FT HT 1E. +2.7.5 ; IE, +2 ,45 LEACHINGMANHOLE I/4"/FT. MIN TOP OF POOL UTILITY _,�KTANK POOL SEPTIC 25.5 FT. DETAILS E. +26.Q5 BOT of POOL IE. +30.03 f LEACHING IE. +26.87 z 25.2 FT. IE. +2x.'75 IE. +2a.O5 TANK POOL (`I IE. +2x.65 BOT OF POOL SHEET NO.: GROUND WATER IE. +28.55 23.8 FT. SEPTIC TANK W/ 8 ft. MIN. 23.2 FT. IE. +28.47 Ly- GROUND WATER MONOLITIG SASE 15' 2a' 8 ft. MIN. 20.5 FT. SEPTIC PROFILE FOR DWELLING (SYSTEM #3) SEPTIC PROFILE FOR WINE PRODUCTION BUILDING (SYSTEM #2) NO SCALE NO SCALE BUILDING PERMIT SET I PROPOSED SEPTIC SYSTEM # REVISIONS: FOR PRODUCTION BUILDING INE OF DEVELOPMENT Aug 11, 2017 * 5EPTIG TANK 1,200 GAL (5T) RIGHTS SOLD I 8 FT DIA x 4 FT LD INE OF DEVELOPMENT PHASE r— IMIT5 OF CLEARING AND * LEACHING POOLS (LP) RIGHTS SOLD I TEMPORARY EROSION CONTROL LAND DISTURBANCE (5) 8 FT DIA x 5 FT HT MEA5URE5 PROP05ED SILT FENCE DURING CONSTRUCTION DISTRIBUTION MANHOLE (MH) I WATER 4 FT DIA ID SEE DETAIL 5-SPI PERMANENT STORM EXISTING 5EPTIG SYSTEM TO gp � I RUNOFF CONTROL MEASURE FILLED IN AND ABANDONED ° -• ° I LINE O NEW DRYWELL TYPICAL SEE ° DEVELOPMENT DETAIL I-SPI, SEE CALCULATIONS y ° ° ° ° ° ° ° d I RI6HT5 SOLD U-2 FOR 51ZE5 OF DRYWELLS ° OPI�E T 0 ° d ° R ' d DLd ° � 51=1 Q 21 LINE OF ° ° P 5EE JHE 1, 7 \ / r-a\ad ds IdI d a1d 1 ° d / °28 d ° ° d d/ / ° /dd °d / / / ° / / d� / ° 1P° •' °>..R. I L d ° d ° • FOR COT 1 NUATI ON II I I I I 0 V d ° ° ° OF SITE LAN d ° ° d° ° ° ° I 1 a ° 1 d /i ° I% ° � d d UI - 8x4 /d d\° ° ° MO °Od F >!m �e 4615 11\dd d RI E AY ° � °d 1 \ ° ° d ° dDw / d LPd° d � d d �° SHEET UI FOR 5X4 ° dd ° O// x3TI/ ZO ° SITE' ULI�IES P d d d ° °d ° d ° d °d d O d 4awbo d ° d d d d d d d d / Uj if li', s 9 d a d w /d ° / �/RELOGATEL DWELLIN 50 x4 A / N i / i� / r /, x5. / / /, IM / / / ITS OF / d / / /, / N, O d / / / / GEAR ,/ L IN6 AND d % / ;; LL r Kr" ' "/ /' \ / / / / / / / AND d / / L DISTURBAN / / / / / 11 11 / / / / / / d 1 / d ° 4ab / , ';,/o,< % % ,'/'.;/, �i,' . 15 70/ 06 FT UTILITY / \ 8x .5 ° / / / / / / / /// / % %///�i �,/�/i/ r/EM/0,//� EASEMENT Z / d ° d / , r / T d d / / / / // // , / ° / / /// / / /�/% /// ,/ / // / / / % //Zx,%M�,%.;/ , , //; ' HESE I ��/ TEMPORARY EROSION I 0 dDw '4ab"1 ° // / /// : /j / / ///i%// j j / j///.%; / /j// I / / //:/„ '/ / / CONTROL MEASURES ° %�/j %%, PROPOSED SILT FENCE m / ° / / i, //1/10011 /� // / PROPOSED NE // / ° ° ° ° " �/ /'/ i d / / /' / //%,�„ ;" DURING CONSTRUCTION UNDE:R6ROUND ° ;;' // /d d / / r /// /a\ / , // / /� !// / �,,' '//i /%�� SEE DETAIL 3-5PI "/,// d , !. % / / /i%%jam/j/ PUBLIC W,4TER LINE ; / ° / / / // / :/ r' �i i /, d /;// / /�!�%i/%! TEST HOLE 2 I Q / ° d° ° DW 4ab ° �'/ O / EXI5TING SEPTIC ° / d \ 8x3.5 d ° ° ° ° // ,, SY6TE T I / r FILLED IN AND � d m d ° / / �,, / , , / , /�//�x'�717�`T<��N,'�`O,;/i/,, / �/, W O ABANV0NtD ° a ° d EXIST / / / / / / r /i; a i� } �q ,�i., ° EQUIP / //MECH / // / // ' '"'i/ / g �� / I ~ �5w dA ° /1 61•'c�SEi 1 �, i0� j I C� D d I d b / / // / / / j,/% / d d GONG / ' / //�' /� ' ' ' / i// O 8x3.5 SLAB / / / / // / % �// %�// 1/11 / °° °# / / / ,1IZCSiU "f`r �l/ i / % //��/' %;% �/%: I Z \ ° FEST HOLE d 3\d // \ d d ° \ ° ° / / / / , /j//,///,/ O ° ° d e l ev 2�I:0 ° '/ ,811T , % / /��41 4 �,; � % (� 5T 4 4 / ; / w wpm ° PROPOSED SEPTIC SYSTEM ° d ° / / / R DWE INC d / / /:' , / FOR LL NEW PROPOSE d ° ii' ° // / 5EPTIG TANK 'I 00 GAL (5T) ° ° ; ', r,, / ,2 LP UNDERGROUND ° � ° ° � / / /; ,,,�;/ / / / / / � / /// //i�//�' �"�/ 8 FT x 4 FT LIQUID DEPTH O d / / // / / / / /' ' / ELECTRIC °° d d �//,/;,;, LEACHING POOLS (LP) ° ° /' / UTILITY LINE ° / / / / / / j %/i, r; 6 10 FT DIA x 2 FT HT ,/ /,' / / //�.v /,/// MA Ze /,// / ..,r/ / / / M LF / 1 / / i' / / •� TOC: / IL..� d /'i / r / P / L / / •�'t�I�E.ARE` d / // i / d / dLu/ U r / / W Z / PROPOSED NE ;: A;•':,.;.;::. : `.:' ° ° d W v uP d ° yUNDERGROUND d d M PUBLIC WATER d d d d / , d y ° d ° d ° ° d ° — W = ° d d° °° d ° d d °LINE FROM ROAD, IMIT5 OF CLEARING AND d ° ' °° ° d° d 211 VIA, 5411 LAND DISTURBANCE dd ° ° ° ° d d d � d° d 41 ° ° A� ° ° d °B=LOW Gb d ° ° d° d d ° ° d / 1 I I V/ V/- V~ 1 d d M d°° °d ° d 8x5 4 4 d d ° ° ° d ° ° d° d ° ° ad ° d ° ° ° d ° ° ° 1GL ' d d,d° 4° y d°\ o ° ° d °° .6 ° d ° da ° ° ° ° s° d°°;'.'::'?J.??.I:.Od;,,8:':::I,1",::"•"°•";:,::.a�,,`,,l::°:.B':�0::•:.a•=_-°."1"" <;:`::"."."�n`�.:;°::'._,:.:._•..A::'°."°° d °d ° -----LIMITS \— 1 IMIT5 OF GLEARIN6 AND d d CONCRETE PAVING ° LAND DISTURBANCE TEMPORARY EROSION CONTROL s d d ° d d d ° d d ° d °° ° dMEASURES PROPOSED SILT °FENCE DURING CONSTRUCTION ° ° ° DIN ° d °-SPI d da d I II i � pj �tG�oF`. NEW. 5x Ewyx �o ° srTE T HOLE 2 SEE DETAIL 3 POSED NEN d ° ° ° ERMANENTSTORM WATER a UB , LINE,2DIA, 54aRUNOFF CONTROL MEASURENO SCALE BELOW GRADE VRIVEAAY d , ° °BY MARK McDONALD GEOSCIENCE ° ° NEW DRYWELL TYPICAL SEE d ` ' � SOUTHOLD, NEWYORK 11971 -SPI, SEE CALCULATIONSsDETAIL Iad °dPERMANENT STORM WATEU-2 FOR SIZES OF DRYWELLSTEST HOLE DATA 614/16 ELEV. + 30.5 °RUNOFF CONTROL MEASURE �d d ° °tab a 0.5 FT. DARK BROW14 LOAM OL NEW DRYWELL TYPICAL SEE ° dad lI� jn°d 1N11 b � I\\ _ I i r T x1E 7O9:5 A 3RDETAIL I-SP1 SEE d d ° ° d d d -2 FOR ° d ° LP,CALCULATIONS U x °3.0 FT. BROWN SILT ML d dd d DRIVEWAY 4 ° / 8x4 ROJEC ° d °\ d \ .1 - v1 30951ZF-5 OF DRYWELLS O ° °° d ° 1P4 5r—F— SHEET 5 1 d ° d9.7 FT. PALE BROWN FINE SAND SP \ ° d N° DRAWN Y: ° ° d O^ GOT1 TION 11.0FT. WATER IN PALE BROWN FINE SAND SP ° d d Q ° ddNOTE ° ° ° uT\ ° ° ° ° -d° 0 4 ° ° ° d CHECKED BY:° SEE 5E #UI FOR d OF SITE PLAN °WATER IN PALE BROWN FINE NS TO COARSE :AND SW LJAAN! a 1 4 ° d d DW lab„ 17 FT. E STING 5gPTI \ . DATE:8x4.z 15TM TO BE ° 5/ d \8xCOMMENTS: GROUND WATER AND HIGHEST dJune 9' 2017 ILLED IN AND 5:EXPECTED GROUND WATER ENCOUNTERED 8 °3 SCALE: 111111 - 10 ABA00NtD -0 111 ° ° ° 49.7 BELOW SURFACE, ELEV 20.8- 4, ° d° 03' 30 SHEET TITLE:TEST HOLE #3 a _ ' NO SCALE / \\ ° I ° SITE BY MARK McDONALD GEOSCIENCE \ x15TING WASTE WHARE WATER SYSTEM #5 I TEMPORARY EROSION CONTROL SWPPP SOUTHOLD, NEW YORK 11971 =�"� XI5TING PUBLIC WAT1ER TEST HOLE DATA 5J26/16 ELEV. + 29.0 � �, �� `,,�a \o (I) 8 FT DIA x 4 FT HT (EXISTING) MEASURES PLAN \ �\ \�\ LEACHING POOL (LP) I PROPOSED SILT FENCE DURING MAIN IN ROAD 2.0 FT. MIX SAND AND LOAM OL8d03' 5011 W 185• \\� \ IMIT5 OF (2) 8 FT DIA x 8 FT HT (EXISTING) CONSTRUCTION SEE DETAIL 3-SPI N 6 � \ d 27 °\�\ ° \ ° � GLEARIN6 AND LEACHING POOL (LP) 5.8 FT. GREY CLAY CH 2`I ° �' \Y, �” LAND DISTURBANCE (I) 8 FT DIA x 8 FT HT (EXP) STABILIZE: ° I • � � � � d � \ EXPANSION POOL CONSTRUCTION \� \\\ \�\ SHEET NO.: ENTRANCE SEE 7 FT. WATER IN GREY CLAY CH °\ da DETAIL -SP \ . WATER IN BROWN FINE OLD NORTH ROAD TO MEDIUM SAND SP 17 FT. NEW RELOCATE NA R L A N— COMMENTS: GROUND WATER AND HIGHEST UNDERGROUND SCALE: 1"=102-0" EXPECTED GROUND WATER ENCOUNTERED XI5TIN6 PUBLIC WATER ELECTRIC UTILITY LINE 5.8' BELOW SU_R_FACEELEV 2' 2' — MAIN IN ROAD BUILDING PERMIT SET REVISIONS: EXISTING PROPOSED ADDITION BUILDING EXISTING PROPOSED ADDITION STRUCTURE BUILDING 30' STRUGTURI- NEW GUTTER A IS' 10'-6" DOWNSPOUT EXI STI N VERIFY CONCRETE FOUNDATION 12" " OVERHANG _ TYPICAL I PRO { PROVI E 12" LONG #R I BA ® 16" OG i TI VERTI CAL-Y EMBEDDED FOUNDAf %L�. ` � = O AT ALL�b&OR I — AND MORTARED INTO oPENINS * ;_ m (� EXISTIN FOUNDATION TYPICAL k 2 '; 1N 1ZGE I W Q `�.0�l�lD K Z 06 EXISTING I 'IF 6t Q T� ( O ROOFING W II y s, Q Z L PROVIDE-1 W METAL 1� � I ABOVE DRAIN-�� I 24 , • ��, VE PROVIDED I I C7 VALLEY I BY OWNER '° FLASHING I INSTALLED BY I I " ,� Z TYPICAL I CONTRACTOR I I x n y ; }' TYPICAL ❑ k c J 2" RIDGID FDN . )- INSULATION BELOW I I '" >;. '. N tL Z I SLAB W II / I W GUTTER XISTING I ( FO ��LL Q CONCRETE I AT x1D�6C)i O FOUNDATIONI I OPENiK6C 5 O Q II woo CONSTRUCTION/ I I _ GONTRAL JOINTS I I nC W �— II Q ' cl) 57<A II 1' W W II I = II F— NEW ROOF SADDLE FULL LENGTH OF ROOF, EPDM RUBS R ROOF I I I ( > MEMBRANE ON 30# BLDG. PAPER. ON 3/4" PLYYVD. ON 2x6 ®I6" - �- 1= II v� I' I I 06 z• { A { A6 I I I r A N Q• c) J �• o w �• Fz Wa F, N = Q Z u II W • v ui Q N ° we d _ C GUISE � r 5TORASE I Q F-• j I NEW 18" JHK x 24" W • ` 0) to GONG PIER SEE DETAIL ABOVE: NEW 6" THK B TYPICAL CONCRETE SLAB W/ #3 EW OOF�- SADDLE FULL I I I I I I REBAR ® 6" OG EACH WAY N LENGTH OF I ITTOM oF I I I SLAB) SE�ONFr G COMPACTED ROOF I I I GRANULAR FILL (DENSITY _ { I I OF a5%) - GRADE SURFACE I �OF NEIN yo LEVELON OF INSULATION AND CONCRETE SLAB ON COMPACTED GRANULAR x Ykf SOIL I I k ' 2" RIDGID FON a? INSULATION BELOW c<` 7953 v SLAB � - cs� ED PROJ ' T NO: �I. � 1309 ` I N DRAWN BY: Vloq ME UT EXISTING � W ' > CHECKED BY: fd. NS ROOFING I . , �,;M 50NRY PROVI E 12" ,LONG # BAR(@ 16" or-, 1'; Io1L — DATE: 141=1 4 51114� R001 E 1- I VERTICAL-Y E45EDDF-D ( I I AND MORTARED INTO PEIJIG�' I m June 9, 2017 " EX15TIN& FOUINDATION - SCALE: 'TYPICAL r fk I �; 3/16" = 1' - 0" SHEET TITLE: rr-Rs rt PRODUCTIOP - - lb — 12" BUILDING " OVERHANG 15' 10'-6" 4'-6" F O U N DAT I O P TYPICAL EXISTIN VERIFY NEw GUTTER A CONCRETE 30' ROOF P LA I' DOWNSPOUT FOUINDATI ON SHEET NO: 1� 0 0 r LILA [� WU A �" ION PLA" H- QCALE: 3/16" = 1 ' -0" SCALE: 3/16" = 1 ' -0" BUILDING PERMIT SET REVISIONS: EXISTING BUILDING STRUCTURE PROP05ED ADDITION Aug 11, 2017 30' Aug 15, 2017 EXISTING TRAVEL DISTANCE 72 PROVIDE 12" LONG #4 REBAR FEET FROM M05T 16" OG VERTICALLY EMBEDDED TAIR TO ATTIC 36" WIDE, , REMOTE LOCATION ON AND MORTARED INTO EXISTING VERIFY MIN 7" RISERS, MIN SECOND FLOOR TO FOUNDATION TYPICAL II" TREADS EXTERIOR OF BUILDING REMOVE PORTIO 15 10'-6" 4'-6" AT GRADE LEVEL OF EXISTING WALL VERIFY F— \ Z O ( ,.o .;; ' .•?�y.�3'Eti' 'tf_ihey + :i"« Fus .7 +.,•, �,rt O (2)bxbxl/2 5TL ANLL\E5 , E �— T EX I F NEW OVERHEAD DOOR- }— EXIT I^4 G V GAN5 FXIT 0 12'h x 10'vw I -r HROOM N5 UP OPO `� I TAiR �/ SECON FLOOR EE INTERIo EXIST I ii G ANS \ / HOSE BI LEV A EXIST �\\ �i BA OM EXISTIN VERIFY MIN 7 3/4" LINE DOO MIN II" SEE INTERIOR / \ DOOR TO BE RISERS, / HOT 4 EX15T ELEV A8 OCCUPANCY: 5 \ REMOVED / GOLD x .t Q D OOR PROPOSED / 418 sq,. ft. \ I #" z W } 2 occupants PROPOSEip _ L_F � Z � — J / HALL Ace, storage: XIST / C, UNIT IN ATTIC OCCUPANCY: B / 300 gross OORS OFF I GF \ \ cV I F ABOVE HUNG FROM L U PROPOSED 641 sq,. ft. PROPOSED OCCUPANCY: CUP sq.C : B \ \ ROOF TRUSSES - z �G PAD LAB 7 occupants OFFICE 5 0 nts I I I � O PROVIDE 8FTx12FT 1z Business area: ROPOSED x.', d N EX15T Business area: O E BIB MK \ 5/8"THK PLYWD Q LL / 100 gross rn DOO STORAGE 100 gross `� ii ►'VP 5/A" LINE �\ SUBFLOOR W/ 24" 5G2 Sin Z -(J / EXIST `\�;; HO 4 GOLD INSULATED ACCESS a DOO I I I HATCH 6 Z / X O x OPOSED 3 PHASE WP TYPICAL 06 Q xcP U / � Ul STORAGE PO R CORD I L I V J MENNEKESL Z M EXIT EXIT E430G9W I TANK TANK TANK TANK � / � \ �� 0 LU ,r - I EXIST EX15T O I DOOR DOOR I Q x z ;N O \\ / Alu TANK tr Itt _ / O 0 QC I x 0 ❑ O I •cv zz I A — I w — CENTER LINE�1� O O J ABG FI ABG FI z N � A �z T < D- : NEW OVERHEAD \E I a N IN A n O EXTINGUI5HER EXTINGUISHER — :9 DOOR5 — ( 0 z � . - oABG FIRE \ I o °= W C� F- EXTI GUISHER \ n/ Z I I TANK L - - I �-- - - - - LL I— O _MEGH I I _ N1=W OPENING GUT I WP TANK ; I WALL O PROVIDE TRENCH DRAIN--, I �: cV I I PROVIDED BY 'h NEW STRUCTURE OWNER INSTALLED I3 LL I A5 NOTED BY CONTRACTOR I TANK GH GH ABG FI WP D IN DRAIN EXTINGUISHER / II TANK PROPOSED 065E - ? XbC 5TORA6E 1� TANK C OCCUPANCY: 5-2 � Q. 0� 27 occupants \ Industrial \ 06 100 gross \ " , Z• `\ TANK A6 N a• M I TANK o ° \ W J• WZ3 >- t W V = a Z " / n � 14 w• UEwv \ PROP ED PROP ED PROPOSED z NEW 6 THK P.G. SLAB W/ W / a N 0 \ TA TANK BARREL OOM BOTTLING #3 REBAR a 6" OG EACH / W• N v RO OGGUPA Y: F-2 WAY (SET 2" OFF BOTTOM // Q �. \ TANK OGGUPA Y: F-2 1,398 . ft. OG1,456 s . F-2 OF SLAB) SET ON c11 D 2,142 C . ft. 14 occ ants 5 occupants sq,. ft. COMPACTED GRANULAR NEW 18" HK x 24" W � N• 15 occupants SOIL USE 4000 P51 GONG BL PIER SEE Indus 101 Industrial CONCRETE u. DETAIL TYPICAL 22 occ ants �� / Indus 101 100 g ss 00 00 ss 100 gross EPDXY FLOOR FINISH Z \ / PITCH I/8"/FT DN \\ PITCH 1/6"/FT DN PROPOSED TANK 00NO PAD TANK I } OF NEW MK I Y I —OVERHEAD TERPROOF 3 PHASE NEW 12"xl " GONG BLK ��F ,i�.STF Off, I OUTLET POWER CORDWALL TYIPICAL I Q MENNEKES TANK V / ME430G9W V TANK pp �- ' TSS. \�v / S i ROJE NO. TANK NEW OPENING GUT 1 yes j 1309 INTO EXISTING / WALL - PROVIDE ONNGT POWER DRAWN BY: I TANK NEW NOT D LINE ROM METER RE S 0 N AS Lu CHECKED BY: UT 0 INTO MX15TIN& / I -1p 0IZ x 0 - NS w ELEG IG PANES 0 Q — O 102 = TANK A z :rj w / I V JU DATE: XISTING _ O A-� o o :X z / a 4 A 'a m June 9, 2017 I WATER 4 dJ Q LU I N �- EXI5TIN w w O I ;x Q I I z } SCALE: SUPPLY w N ELECTRIC = A '�J NEW OVER H D DOOR O I 3/16" = 11 - 0 " 1 LINE IN EXISTIN �k�00 PANEL z :� EXIT i ~ 12'-4"h x I (2)6x6xI SHEET TITLE: \ EXISTING ELECTRIC EXISTING 0 4 EXISTING _ WP (2)5xbxl/2 S 0 5TL PANELS G ES O 8x4 \ EX OVERHEAD DOOR OVERHEAD DOOR EX IT OVERHEAD DOOR ANGLE P RO D U C T I O sk X GN = I BUILDING CPN CP U1 — O A A PROVIDE 12�� #LONG IS 101-6114'-6" F I RST F LOO F REBAR ® 16" OG CONNECT NEI^ '71'-4" VERTICALLY EMBEDDED VERIFY 30' UNDERGROUND PUBLIC, EXISTING AND MORTARED INTO I PLAN WATER LINE INTO EXI5TIN& EXISTING FOUNDATION LOCATED EW CLEANOLIT WATER LINE IN BUILDIN& TYPICAL I ELECTRIC , FOR NEW IN RIOR 101' I METERS FLOOR DRAINS SHEET NO: NEW RELOCATED---''I W OUTDOOR LIGHT UNDERGROUND ELECTRIC / FIXTURE SEE 5P3 FOR UTILITY LINE ADDITIONAL OUTDOOR LIGHT FIXTURES AND SPECS AOOREW 6" UNDERGROUND LINE PL F RS FROM CLEANOUT TO SCALE: 3/16" - V -011 WA5TEWATER SYSTEMXISTING BUILDING PERMIT SET FAug S: EXISTING BUILDING STRUCTURE PROP05ED ADDITION , 2017 71 -4 3o , 2017 EXISTING Aug 21, 2017 TAIR TO FIRST FLOOR PROVIDE 12" LONG # 56" AIDE, VERIFY MIN '7" TRAVEL DISTANCE 'f2 REBAR ® I6" OG R R15ES, MIN 11" TREADS FEET FROM MOST REMOTE LOCATION ON VERTICALLY EMBEDDED SECOND FLOOR TO AND MORTARED INTO EXTERIOR OF BUILDING EXISTING FOUNDATION AT GRADE LEVEL TYPICAL Q z "^;t fiF, �y ri;,'��^Fp'`t"er t:r�'``"'y'��? v'G'< '.ia�._ 4L;'•w � �-�;;."4; 7r z O ;�fYR�.x•=. •5i i+d v>1;'i:�' cr;.v?«.[�"uhv ,,`s`r� � .��,: ?ltv,�'.Js"�t�.":�� ''ir..� R �µ�'.. '��'^F«"tii;t, a,}^�4 EX15T \ V DN OOP, RAILING, VERIFY TAIR TO FIRST FLOOR MIN 42" HEIGHT 36 AIDE„ VERIFY MIN -I" POPOS 111 ILING AT RISERS, MIN 11" TREADS GG/SNS I d x ATTIC, VERIFY RAILING, VERIFY BATHROOM p N �PT M\42" HEIGHT � a >= MIN 42" HE A 1 Pfi�0�05EP EMPLOYEE W O X I STI NG 1 G MINIMUM FLOOKLOADING IN VAG UNIT IN ATTIC PROP05ED EMPLOY ABOVE HUNG FROM ATT I G / E LOUNGE ROOF TRu55E5 - W TO MEET 100 LBS PE O FT PROVIDE SSSS - T ``T' z NON HABITABLE XISTING AALL VERIFY YV/ ARCHITECT` \ 5/8"THK PLYAD E; 0 O / EXI5TING FLOOR 5TRUCTURE TO BE REMOVED SUBFLOOR A/ 24" 50 ® IL XISTING HOT WATER OCCUPANCY: B INSULATED ACCESS , HEATER - TIE IN NEW PROPOCJI7 848 sq,. ft. HATCH Z PLUMBING LINES FROM Q occupants NEA CASE STORAGE STORAGF— Business area: ABG FI `�"' � 100 gross EXTINGUISHER EXIST EX15T EXIST EX15T m WINDOWS WINDOWS WINDOWS AINDOW5 k O 0 w Z _ LU z �= O w wF 1' 4 0 Y i j � dJ 06 Z• A co <0 MC J �• G � n FA W J• wz W y = Q Z u PROPOSED PROPOSED PROPOSED PROPOSED � Z) w• w v Q N a � TANK BARREL BOTTL I NCS GASB 2 w• N ROOM ROOM BELON STORAGE µ Q 1--o BELOW BELOW BELOA cn C'' "J OF NL !,g/y0� NEW 12"<16" GONG BLK ��tFF�� AALL PIGALj, / CSS 0179, " ARE R JECIINO: U 1309 DRAWN BY: UT CHECKED BY: NS = . DATE: June 9, 2017 SCALE: 3/16" = 1' . 0" _ SHEET TITLE: � :k�1. .;,tA�+.a, : :P`x<,yTµ x:t ,; PRODUCTIOr 0 BUILDING PROVIDE 12" LONG # _ SECOND REBAR ® I6" OG O VERTICALLY EMBEDDED 50' FLOOR PLAN EXISTING AND MORTARED INTO EXISTING FOUNDATION Tr(PICAL 101' SHEET NO: cell %-06M 40OND r� LOORL PLAN SCALE: 3/16" = 1 ' -0" BUILDING PERMIT SET REVISIONS: I-- Q Z O V IO O X15TING FASCIA RAKE BOARD >= m RAKEXISTBOARD IA �/� a Q PROPOSED ADDITION EXISTING BUILDING STRUCTURE v/ W PREFAB EXISTING SIDING TO EXISTING SIDING TOB z Z REMOVED PROVIDE NEW REMOVED PROVIDE NEW O RIDGE PENT CEDAR 5HINGLE SIDING CEDAR SHINGLE SIDING NEW Ix6 Ix4 RAKE BOA CONTINUOUS ON 15# BLDG. PAPER ON TO MATCH EXISTING EXIST. SHEATHING ON IS# BLDG. PAPER ON W EW Ix4 EXIST. SHEATHING z PVC TRIM 0 O EW ROOF Q (j- ROOF PITCH TO,,, SADDLE FULL XI N MATCH EXISTING LENGTH OF ROOF p� Z NEW GU R AN CEDAR SHINGLE SIDING ON 0 D WNSPOUT 15# BLDG. PAPER ON /e" ..j _ O 00 tX N EW-Ix4 i z W C -PI TRIM EW GUTTER AND N X KO DOWN5POUT W Q cv Q- EW"Ix4 EW Ix4 EW Ix4 PVG .TRI NEW.5-MCC EXISTING PVG TRIM XISTING EXISTIN PVG TRIM EXISTING Q J 12'h x ' SID ING TO STUCCO RAILING STUGG STUCCO ❑ :MATCH SIDING ❑ ❑ TO REMAIN SIDING SIDING O ~ Q EXISTING I TI _ TIN W Ur a o w - - - - - - - - - - - - - - W O 14 0 H "t� L E"=m VA�lr 10 SCALE: 3/16" = 1 ' -0" od Z. r Ana• MC Qo W -j• w z W r _ '= Q z EXISTING BUILDING STRUCTURE PROP05ED ADDITION W• a N 0 C Lu a = r U r XISTING FASCIA X15TING FA5GIA a �� RAKE BOARD RAKE BOARD REFAB W Ix5 4 Ix4 RAKE BOARD RIDGE VENT TO MATCH EXISTING N 0) EXISTING SIDING TOB CONTINUOUS TYPICAL EXISTING SIDING TOB REMOVED PROVIDE NEW F:EMOVED PROVIDE NEW CEDAR 5HINGLE SIDING W Ix4 CEDAR 5HINGLE SIDING _ __ ON 15# BLDG. PAPER ON PI TRIM ROOF PITCH T ON 15# BLDG. PAPER ON EXIST. SHEATHING MATCH EXI5TING EXIST. SHEATHING EW ROOF - ISTI ADDLE FULL EW UTTE AND IIIINDO ADDL F DOW 5POU W-Ix ---- OOF IS#P LDC7. PAPER ON WD. 5HEATHI Gg/I' o�T Fye Ar-W l%e a--TRIM EW Ix4 PI TRIM EW GUTTER AND m U~i � k i�l � �74 PVCJTRiM DOWNSPOUT cV X Z h� PVG TRIM PVG TRIM PI TRIM w ISTI - - - ISTI INDO INDO EW.-Ix4 :. !Y � P1fG TRIM w � / Oy EW Ix4 EW Ix4 PVC TRIM PVG TRI EXISTING XiSTtNG STUCCO NEW 5TUGG0 N PILO E O: SIDING TO. 1309 EXISTING O� MATCH, DRAW BY: ❑ 7-1 -VERHEAD DOOR— STUCCO �� RHEAD-0OOR— SIDING OVERHEAD DOOR ISI SIDING E F1 EXI5TIN6 12 4 h �t 14-0 w- ❑ UT aCHECKED BY: NS ❑ ❑ N DATE: L J - - oo June 9, 2017 SCALE: 3/16" = 1' - 0" SHEET TITLE: PRODUCTION s 0 U L L�"Emm VA 0 N- BUILDING SCALE: 3/16" = 1 ' -0" ELEVATIONS SHEET NO: AIR BUILDING PERMIT SET REVISIONS: A Aug 11, 2017 A6 REPAB RIDGE VENT CONTINUOUS F2Z EW GUTTER AND ON 50# 13LD67. PAPER ON 57W' DOWNSPOUT Q — x8 FA50IA BOARD TO ~ A�t—�IIMATOH EXISTING TYPICAL V � ra 3.. � Lep EW Ix4 , EW Ix4 0 PVG TRIM PVG TRIM " NFLN NFINW O OVERHE Z 1- PAINTED GMU —.VERIFY O NEW 18" THK x 24" W COLOR WITH OWNER AND .GONG BLK PIER BEYOND . ARCHITECT W SEE DETAIL "B" TYPICAL 0 OSk Z � Z EL 'L" . L �LVA`plom ON Z = _ W SCALE: 1/8"= 1'-0" oo;l O O Z i Uj Z i= O ,w tv U) X w W i— O I— ��08 Z• V/ Q. M C r r � o W J• w z W r ~a z u DW• DC aV) 0 ,� we N � cl Q F—• v N N� pF NEIN y0 ST�F�,�'�- �u vo 179 PROJE T NO: 1309 DRAWN BY: UT CHECKED BY: NS DATE: June 9, 2017 SCALE: 3/16" = l' - 0" SHEET TITLE: PRODUCTION BUILDING ELEVATONS SHEET NO: BUILDING PERMIT SET REVISIONS: H Q Z O 0 O OC � • � ROV I DE 24"N METAL VALLEY ROOF P I TCH T EW R I DGE VENT CONTINUOUS � Z O FL,�SH I NG TYP I GSL MATCH EXISTING � >- F— � w 0 O z NEW ROOF SADDLE FULL LENGTH EWSPHLT ROOF SHINGLES ON 0 u- OF ROOF, EPDM RUBBER ROOF BO# BLDG. PAPER ON 5/4" PLYWD. Q O MEMBRANE ON SO# BLDG- PAPER ON PREFAB TRUSSES. ON 5/4" PLYWD. ON 2x& © 16" 25 EE WALL SECTION cf) \ � Z m h PREFA — W Y TRUSS ~ V' X24" OG Q Q "SOP ❑ u \ o 0 O B" O ERHANCG Z to _ \ UJ " ALUM GUTTER ON PVC z FASCIA E30ARD O v/\A/vvy'V\ yy ui TOP OF TOP OF MASONRY h ' R-30 BATT INSULATION--/Z MASONRY = EX I ST I Nc5 ROOF AND GE I L I N WITH METAL LINER PANEL ~ STRUCTURE TO REMAIN ; ; O EXISTING GMU WALL fi ROFOSED GCSE ;x.'...:11 EN 12"x I&" GONG BLK NALL STRUCTURE TO REMAIN STORACaE X rr,. 06 Z o EXTERIOR WALL INSULATION. ?" � ." tea• � � ® �-- PROVIDE 2 " THK - �, o w PROVIDE COMPACTE INSULATION WITH METAL > , rte. W �, 3 GRANULAR FILL (DENSITY OF LINER PANEL ' + 5 m }- �- W. �u EX I STING c1E%) AS REQU I RED - CGRADE m �_ W• Q N STORAGE m w SURFACE LEVEL FOR r 1{ 11 l _ cl -� TRENCH DRAIN PROV I DED BY OWNER �, a m I NST LL�4T)oN OF INSULATION INSTALLED BY CONTRACTOR ` { T ; co co• AND CONCRETE SLAB EW 6 THK P.C. SLAB W/ #S RE AR 6 " OC EACH WAY (SET 2" OFF r TOP OF EX I ST I N BOTTOM OF SLAB) SET ON CONCRETE SLAB \ COMPACTED GRANULAR SOIL USE ��oF N ,y 4000 PSI CONCRETE �\�o� - STeF��°�'� AL 1 GN FLOOR HE I CHT EPDXY FLOOR FINISH PITCH I/8"/f=T DN PITCH 1/8"/1=T DNtoll '` 017 / f' Y• Y / Y `r{ fl \' Y • r r , \ . . .. ... .. ,.+ ... :. ..:. :.•.':' . :.."'fit.. r. \ \ E RE R / a JUa, .; �-° � �/a n-I-JY �`�"la a u, a ),r .�a" a -,c.,- c_{L7 J.� a�" a. ^ ; �a .,,.. a ..v.: )a: ;% ,a ,a , a. •ti..v Ja•. ,: -�- '7. i, / / \ :. / ��\ RO EC O: N\\ \ \0//Z X /\X / / / \ i \ / \ \ i ;:r ':,:;�: \\ \ \ 1309 � DRAWN BY: TX /XX ) N L �r10 \ / UT /\ \D �\ \ %� �/ \ %/\ X>)// xNS � \ \\ \\ CHECKED BY: \ / � \\/ \/\ \\/� /\/ DATE: X% \/ \/\ June 9 2017 z SCALE: EW CONCRETE SHEET TITLE: FOOTING SEE WALL SECTION PRODUCTIOP p ® ® ® BUILDING BU LD H 0 HSECTION SCALE: 1/211 = 1' -0" SHEET NO: BUILDING PERMIT SET REVISIONS: NEW ASPHALT ROOF SH I N6LES ON 30# BLDG. PAPER ON 3/4" PLYWD. ON PREFAB TRUSSES 5/5" x 15" ANCHOR BOLTS @32" OG (2)2X6 PLATE 6" ALUM GUTTER ON IXIO Q PR FA T US PVC FA501 A BOARD Z O TOP OF MA50NR"r �- R-50 BATT INSULATION l WITH METAL LINER PANEL (V j — O /!; :; !,/ VERIFY W/ TRUSS FABRICATOR ; . .a� ' a FOR HOLD-DOWN REQUIREMENTS PYG SOFFIT TRIM PROVIDE W O CONTINUO Z U5 SOFFIT T VENT Z /; #5 REBAR ® 16" OG FULL HEIGHT OF WALL % / 12: 12 P I TGH ON P I ER AlINTERIOR �' �- w ' USE STEEL ANGLES FOR STRUCTURAL l j�gg/ x GONG / STUCCO F I N 15H El O Z HEADER SEE PLAN FOR 51 Z I N6 ;! 0 U- PROV I DE LINTEL BLOCK O PROVIDE cl GAGE W/ (2) #4 REBAR Q TOP OF MASONRY ;� CONTINUOUS — HORIZONTAL REINFORCEMENT - / � Z OPEN I N6 AT DOOR5 IN ALTERNATE LAYERS : cn — NEW 12"x 16" GONG BLK ALL. STEEL TO BE n \ �/;; iu o0 j //, / WALL to I– O_ 6ALVAl�I I ZED � ,i% i/,; � � I— C� EXTERIOR WALL INSULATION: j "i ' Q y PROVIDE 2" THK RIGID INSULATIONEXTERIOR z V WITH METAL LINER PANEL ;, " , �– < > O O �- X O O PROVIDE DURAWALL blm two 0Com;` O ft m 'fm"' L K H EA D R DE� ` " ' % � RE I NFORG I N6 EVERY LL L1.1 Z .. /, LL SCALE: 1 – 1 - 0 / , j OTHER COURSE TYPICAL NEW 15" THK 24" W GONG 32" SPLICE TYP I GAL j x } xx / W BLK PIER BEYOND SEE NEW 6 #THK P.G. SLAB W/ 5 REBAR ® 6 j DETAIL "B" _ OC EACH WAY (SET 2" OFF BOTTOM OF ' SLAB) SET ON COMPACTED GRANULAR \, #5 REBAR ® 16" OG FULL ~ i / O SOIL USE 4000 PSI CONCRETE HEIGHT OF WALL GROUT CELLS �... EPDXY FLOOR FINISH SOLID #5 REBAR ® 16" OG SET INTO PROVIDE GOMPAGTED GRANULAR FILL (DENSITY O CONCRETE FOUNDATION GROUT q5966) AS REOUI RED - GRADE SURFACE LEVEL EOR / . 8 INSTALLATION OF INSULATION AND GONGRETE SLAB CELLS SOLID/ \ . X" i j' ca Z• OF OF GONG SLAB , �� ' .... • °.. J20 ,4T FIRST FLOOR Up0 � ° wwz J• � � GRADE w. L0 0 a MLU wo f \ \/ I- V 5 REB R ® 16 OG SET � / ONC FOOTING 2" THK "XP5" RIGID INSULATION T'O/ CONCRETE FOOTIN6 ; �, 1256 GONG FOOTING �p FOUNDATION •.a. '• - OF N Et1,, co P. X\� 019531 G /i ��; (5) #5 REBAR / '�' ,. .:�"; .,�• •',�.' '\� / � S R JAR � CONTINUOUS \ E 'NO: AND 16 1100 \\ \\ \\ \\ \ / 1309 DRAWN BY: cl GAGE HORIZONTAL UNDISTURBED SUB6RADE UT REINFORCEMENT IN \ \� \ / CHECKED BY: ALTERNATE LAYERS NS DATE: June 9 2017 %Me L I(" I E R P" L A N A WALL ' ESCALE: SCALE: 1B " = 1' - 0" SCALE: 1" = 1' - 0" 1" = 1 - OWN 0" SHEET TIT PRODUCTIOr BUILDING DETAILS SHEET NO: BUILDING PERMIT SET REVISIONS: Aug 11, 2017 36" EXIST EYE C�R,6%B E ST I GG/�cN I DOOR T ET BARS TYP ��„ � �THROO 2 " ��2 " NE Y�I NEVI TO I LE GRAB N� _ = 18 ' 2436 IST $ 56 � �� a —icv s_ PAPER BARS �RRo DOOfi� - /� � ET CLEAR \ O DISPENSER TYi� TURNING — � V I -T x x max 1 I I XISTING m �''' = d- _ •E NEW \ I /I NASHE ��' %%% _ cSJ • m It m r O m W r = SINK I I i I DRYER � a O r w m - � � N N � 'E � - - -�J L - - -� RELOCATED � Z Q - _ W NORTH 5 WEST g SOUTH 7 EAST 6 lCC/Alr*lm' Sl BATHKom"' 00Mo O z o � SCALE: 1/2" = V -011 6( O 0 Z O Z � NEW GRA E TOILET Q 00 BARS TYP — w E� SINK PAPER Q D I Si�ENSER EST � � r a � ❑ GG/ANSI \ LOCATION > O J 12" 42" 3� T ET Q NEW NEY�I E T _ / BATHROOM WALL HUNG p U) _ I MENS BATH I Z _ _ - 2RRo GRAB 18 _ DO0 W C' H �N BARS . 4 �� E ET CLEAR L1! Z ❑ T'rP TURNING SC " EXIST ~ cn D I AMETER DOOR - 1-1"toy " max x - - w M _ �t _ E EMOYE EXI5TINC7 _ m = = '� O '� _ d- SINK PATCH WALL ~ � m �. m r •— m O N — E AS REaU I RED 1CCIA 'Sl BATHROOM MENS NORTH 1 WEST 4 SOUTH 3 EAST 2 SCALE: 1/2" = V -011 Z. r Ana• Mc a -jrd• oma : W J• 3LLI ; t Q 2 u W • Q N � �---EX ISTING I GG/ 51 W. N n EN 6RAB I I NALL TO BE a ~' BATHRO co �, S� " BARS T'rP I I REMOVED — — 5611 2r�d B 12" 42" NE I I EJ�I TOIL NEW I I / E ET CLEAR \ 24x36 CURB I 15T / TURN I N6 PAPER IRRo BARS 1 1 18 DOOR 9 I DIAMETER OF NE — � D I Si�ENSE -rYP 1 1 � � wyo C-) 1 -1 I"77 f max x x I \ / ,�` " n , a m —/;% • - • YLL TO BE E N E P`ROJ N O• 1309 l I I DRAWN BY: UT NORTH g WEST SOUTH EAST 2 CHECKED BY: NS ICCIANSIBATHROOM2nd DATE: June 9 2017 SCALE: 1/2" = V -011 SCALE: 1/2" = I1 - 0" ISHEET TITLE: PRODUCTIOP NOTE : BUILDING ALL TOILET ROOMS TO MEET IGC.,/ANSI STANDARDS FOR BATHROOM ACCESSIBLE DESIGN AND THE 200 REVISION OF ICG INTERIOR All-7.1 , ACCESSIBLE AND USABLE BU I LD I NG5 AND FACILITIES (FRODUGED BY THE AMERICAN NATIONAL ELEVATIONS STANDARDS INSTITUTE OR ANSI) SHEET NO: BUILDING PERMIT SET REVISIONS: STRUGTURAL REVIEW BY STEVE MARESGA, PE Aug 11, 2017 188-01 WEST MONTAU< HIGHWAY, HAMPTON BAYS, NY 11 1�4E1 PHONE 631 -128 1480 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT fi RI MARY OCCUPANCY: Yell NERY REQUIRED - 24" FROM EDGE ( F-2 Low Hazard Foctorg Industrial) DESIGN IN ACCORDANCE WITH Q PREFABRICATED TRU55ES 2015 INTERNATIONAL BUILDING CODE (5RD PRINTING) ® 24' OG OR 2X12 R.R. ® 161100 AND SECTION 2308 - CONVENTION LIGHT FRAME Z HEIGHT CONSTRUCTION 0 ALTERNATE P051TION OFF- 5 I i I" >= HURRICANE CLIP USE S5 -O MAXIMUM GROUND SNOW LOAD - 45 P5F. SIMPSON H3 ASSEMBLY _ 100 P5F. L.L. Q LO Q WIND SPEED 130 MPH O SIMP50N NAI E HURRICANE D, FROM FIRE AREA R15K CATEGORY 11 RAFTER TO STUD. - 0 W TYPICAL ALL RAFTERS F-2 Low Hazard Factory Industrial SEISMIC DESIGN CATEGORY - B 0 W Z s - Sd NAILS EACH END BUILDING AREA: q 12Q 5F WEATHERING - BEI�ERE GPS FIOR TRUSRGHITECT u Z FROST LINE DEPTH - 36 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE Sd COMMON TERM I TE - MODERATE TO HEA1/Y PLATE. NAILS a 4" O.G. AT Q EXTERIOR EDGE OF ALL SHEATHING. DECAY - 5L I GHT Q TYPE OF CONSTRUCTION ICE 5HIELI ) UNDERLAYMENT REQUIRED - YES Type III B construction 06 Z � o z J_ O � GENERAL NOTES ~ W I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE D15P05AL SYSTEM AND FRE5H WATER 5UPPLY ACCORDANCE WITH THE 2015 INTERNATIONAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE Q BUILDING CODE (3RD PRINTING) AND LOCAL WITH THE SUFFOLK COUNTY DEPARTMENT OF H=ALTH. AUTHORITIES. z I-- c 14. TH15 STRUCTURE HAS BEEN DESIGNED IN � Q 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE 2015 INTERNATIONAL ENERGY W c _ 3/4" PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3500 P51 CONSERVATION CODE (2ND PRINTING) 0 TO OVER LAP BOX BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENG 1 NEER TO BE NOTIFIED IN WRITING , OF ALL Z LARCH STRUCTURAL GRADE #2 OR BETTER. GHANGE5 PRIOR TO AND DURING CONSTRUCTION. H Q 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. X STUDS® I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE W 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM Ill FLOOR BEAMS. 5PAC I NG NOT TO EXCEED 8.0 FT. A-525 5OLT5, 5/4" DIAMETER. _ 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER Q WRAP + NAIL STRAP AND OWNER. AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AT ANCHOR BOLT FOUNDATION HAS BEEN DE5I6NED FOR A 501L 19. DO NOT BACKFILL AGAINST FOUNDATION WALL5 SIMPSON M5T2-I BEARING CAPACITY OF TWO (2) T5F AND GRADE5 UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 11/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" oG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 9586 AND IN BASEMENT ( IF APPLICABLE ), POSITION NEAR 8d NAILS ® 4" o.G• RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Z . c 21. SMOKE DETECTORS AS REQUIRED BY THE co Q 2 - #5 REBAR ' jw'' %!;��' 2 x 6 SILL PLATE 7• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2015 INTERNATIONAL BUILDING GODS (3RD PRINTING) 'ti -4i~»" f:�. ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER J 0 o IxM BY TRIPLE UPRIGHTS. ALL HE TO BE 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION o o :4 •. • SEE FOUNDATION DWG. y; MINIMUM OF 2-2x8 OR A5 5HOWN ON DRAWING. REQUIRING A BUILDING PERMIT SHALL MEET THE v� X FOR DESIGN. :;;,t.^yS�., 5/8" x 12" A.B. ®48" OG. LU J •W Z W< t: w/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL 2015 INTERNATIONAL BUILDING GORE (51RD PRINTING) Q Z �.. PENETRATIONS D W .Q w 23. THE BUILDING CODES ALSO APPLY TO ACCE55ORY a N S o q. PROVIDE FLASHING AT ALL ROOF BREAKS, STRUCTURE DESIGN, g W . LO O N CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS =� _ AND DECKS ETC.. 24. OVERHEAD DOORS TO BE RATED FOR 130 MPH. WIND LOAD Q HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. co co CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE SHALL COMPLY W/ 2015 INTERNATIONAL BUILDING CODE (5RD PRINTIN(5) FOR THE INSPECTION OR SUPERVISION OF TH15 CONSTRUCTION PROJECT. FEDERAL, STATE SECTION 2305 - CONVENTION LIGHT FRAME CONSTRUCTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RE5PON515ILITY OF THE CONTRACTOR. oof NiEwy S��G� NAILING SCHEDULE FRAMING NOTES _ SHALL COMPLY W/ 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING) .................................................. .... TABLE 2504.10.1 - FASTENING SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d a 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d a 12" ox.. 01% 53A SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES SETTER. 0 h RAFTER/TOP PLATE 5-8d (TOE NAI LED) INTERMEDIATE. R J T NO' CEILING JOIST/TOP PLATE 3-Sd (TOE NAILED) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1309 0 CEILING JOIST/PARALLEL RAFTER 7-Ibd (PAGE NAILED) MIN. THICKNESS OR A5 NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. DRAWN BY: o -c'10 CEILING J015T LAPS OVER PARTITION '1-16d (FACE NAILED) 5. ALL 5UBFLOORI�NG TO BE APA RATED STURD-I-FLOOR, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE a COLLAR TIE/RAFTER 5-I0d (ea. end 1-1/4" strap) EXP05URE 1, 5/4 MIN. THICKNESS. ALL EDGES OF 12. UT BLOCKING/RAFTER 5-8d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD 5UBFLOOR TO FLOOR JOIST5. CONNECTORS BY "TECO" OR APPROVED EQUAL. CHECKED BY: GABLE ROOFS " RIM BOARD/RAFTER 2-16d (END NAILED) NS o Flo TOP PLATE/TOP PLATE 3-16d (FACE NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA TOP PLATE AT INTERSECTIONS 8-16d (FACED NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH PACIFIC GPI 5ERIE5 WOOD-I-BEAM5 AND LVL STUD/STUD 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A PRODUCTS OR EQUAL. ALL JOIST5, GIRDER5 AND June 9, 2017 a HEADERMEADER 16d (FACE NAILED) MINIMUM OF 2-2X8 OR AS 5HOWN ON DRAWING. HEADERS SHALL HAVE BEARING 5TIFFENER5 INSTALLED n TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AS PER MANUFACTURERS RECOMMENDATIONS. WEB NTS BOTTOM PLATE/FLOOR JOIST 2-I6d (PAGE NAILED) AND FLOOR 5EAM5 AS PER IBC 2015 CODE OR AS NOTED STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 0 o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) SHEET TITLE: 10 < o L45 a 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" BRIDGING/JOIST 2-8d (TOE NAILED) CIRCULATION IN ROOFS. LVL RIM J015T SHALL BE REQUIRED AT FLOOR BLOCKING/J015T 2-8d (TOE NAILED) h BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF STRUCTURAL GABLE ROOFS LEDGER STRIP/BEAM 3-Ibd (PAGE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. NOTES & O lo° o (45 O J015T ON LEDGER/BEAM 5-8d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< o iso BAND J015T/JO15T 5-16d (END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2 DIA. DETAIL PROVIDE 8d COMMON NAILS a 4' O.G. BAND J015T/SILL or TOP PLATE 3-16d (TOE NAILED) GALVANIZED MACHINE BOLTS ® 12" O.G.. AT HIGH PRE55URE ZONE - 6" O.G. PLYWOOD ROOF DECKING 8d @4" O.G. ED6E5, ®8" O.G. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. STRIP 5HEATHING 8d (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO 100( o iso 0 PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, c8" O.G. FIELD "TECO" OR APPROVED EQUAL. FACILITATE CONSTRUCTION AND SHALL NOT BE SHEET NO: PLYWOOD 5U5FLOOR DECKING ad @6" O.G. EDGE9. NAILING SCHEDULE SHALL BE AS PER THE 5, ®12" O.G. FIELD CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND PORTIONS OF PANEL'S PROVIDE Sd NAILS S IN HIGH PRESSURE ZONES.O.G. AT PERIMETER INTERIOR 2015 INTERNATIONAL BUILDING GORE (5RD PRINTING) OWNER. NOTE : a = 4 FT. IN ALL GASES TABLE 2504.1 - FA5TENING 50HEDULEA5 A MINIMUM. COMPONENT AND CLADDING PRESSURE ZONES ALL 2X6 5TUD5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Rllll nING PFRMIT SF1' REVISIONS: SWPPP NOTES AND DETAILS LOCATION MAP 50'MIN 00MMERGAL 50 MIN REIDENTIAL \\\ \\ g�\�\:;�.\�\2 •\\ \ \' \ C \\ �VUI,l.1 � \:,y STABILIZED CONSTRUCTION ENTRANCE NOTES: EXISTING EXISTING .\ �: \\. \\\\ \\\ PAVEMENT \ \\ \ \ .• &ROUND \\� \\G \\\11 \\ \\ \`\\ 1. Stone size-use 2 inch stone or reclaimed or recycled \ .. concrete equivalent. _77 2. Length-not less than 50 feet(except on a single residence lot where 30 - fI�1- T�Y/b� Je ITE foot minimum length would apply). Ul FILTER MOUNTABLE BERM Q` 3 s a E-- 3. Thickness-not less than six(6)inches. 2" STONE OR CLOTH (OPTIONAL) ��b �_ � Long Q RECYCLED CONCRETE PROFILE 4. Width-twelve(12)foot minimum,but not less than the full width at points J fh04 N ° Creek Z 3 q 5° so a where ingress or egress occurs.Twenty-four(24)foot if single entrance to S ?p 2� FT WipE O so, NDVIeW p,VENU Ra r 0/ (, site. in/S �ii�rs� F/ O�� cuR6 =o so'MIN COMMERCIAL ry CT/�j ► 48\6 CUT 365.31' 5. Geotextile-will be placed over the entire area prior to placing of stone. 30'MIN REIDENTIAL / R/�#1000.61 �� 0�`' ry GM LO . 3,4 0�, - 6. Surface water-all surface water flowing or diverted toward construction N 7p 3�S /Nv�MT 1- �O entrances shall be pi ped beneath the entrance.if piping is impractical,a 0'3$„� r1) Pr �/ mountable berm with 5:1 slopes will be permitted. : ' 0 U "y/4 Q � O i 7. Maintenance-the entrance shall be maintained in a condition which will F o=6 N 8' prevent tracking or flowing of sediment onto public rights-of-way, all - in� L'A SITE D C sediment spilled,dropped,washed or tracked onto public rights-of-way :•;....::;:.• '- =o¢a O w e removed immediately. "3 - _ must b y. r' :.> SCTM # 1000-51 03-4.12 EXI5TING ' • �' 4 f SCTM # 1000-51-03-4.13 with 6 RouND - l>_ n n an area stabilized t be done in is required,it shall :•; 8. When wash ' .-_! SCTM # 1000-51-03-4.14 ® W .�,`� �•��'�� . :•:, . � stone and which drains into an approved sediment trapping device. ;. :s ' �:,._s. ` Z SOUNDVIEIN AVE LLC SCTM # 1000-51 (merged 1000-51-03-5 & 1000-51-03-4.11) ® � Z 9. Periodic inspection and needed maintenance shall be provided after each PROPERTY: 5195 Old North Rd. rain. 12' MIN. OR MATCH 1U N ADDRESS Southold NY, 11971 LL WIRE FENCE W/ ADJACENT ROAD WIDTH OWNER: Old North Road Barn LLC 06 FILTER CLOTH PLAN W 5195 Old North Road Z 2STABILIZED CONSTRUCTION ENTRANCE I Southold-iT , NY 11971 0 SURFACE NO SCALE SITE: DEVELOPMENT RIGHTS SOLD - 21.5771 AC J FILTER CLOTH MIN. DRAINAGE 10'MIN. 6" BELOW GRADE FLOW _ DEVELOPMENT RIGHTS INTACT- 4.4789 AC Z s 88 26'So" E 175.00, TOTAL SITE AREA: 26.056 AC M ZONING: AC W SURVEYOR: Peconic Surveyors > 0 TEMPORARY STORM WATERFRANCO PURITA PO Box 909 O 9 RUNOFF CONTROL MEASURE 1230 Traveler Street J EROSION & SEDIMENT CONTROL DETAILS TOP OF EXISTING GRADE Southold, NY 11971 0 O LICENSE #49618 (J '^ 3 NO SCALE v♦ CAST IRON FRAME AND COVER NOTE: ELEVATIONS BASED UPON NAVD (1988), F- TO GRADE (AS REG2UIRED) USC & GS DATUM Z GENERAL STORMWATER POLLUTION PREVENTION NOTES TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) WILDBERRY LANE BUILDING AREAS: � � PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE �8 FT WIDE WINE PRODUCTION BUILDING: (12,695 sf total) Development activities for this project will consist of: _ t' SCTM # 1000-51-03-4.14 EXISTING BUILDING: 9,129 SQ. FT. X tn 1. Installation of temporary erosion control measures(silt fence barriers), see detail 3 - I (DEVELOPMENT PROPOSED BUILDING: 3,566 SQ. FT. UJ 2.Clearing of trees and brush in areas shown on Site Plan , RIGHTS SOLD) DWELLING STRUCTURES (480 sf totals 3. Installation of the driveway stabilized construction entrance, see detail 2 J W p 8FT DIA _ EXIST DWELLINGS: 4. Excavation for a new building foundation (+/-3 ft below finished grade) t15 ® ® ® ® ® ® ® ® ® CHARDONNAY WOODS I DRAINAGE 480 SQ. FT. � i 5.Construction of a new foundation j 9'MIN ® ® ® ® ® ® ® ® ® BASIN HOME ASSOC FRANCO PURITA I O 6.Construction of the new building structure ® ® ® ® ® ® ® ® ® O (OPEN SPACE) 7.Site grading from the public road to the area around the proposed building ell ® ® ® ® ® ® ® ® ® BACKFILL W ' PARKING REQUIRED 8.Construction of underground electric and utility lines from the utility pole at the road to the new building ;U ® ® ® ® ® ® ® ® ® MATERIAL O WINE PRODUCTION BUILDING: 9. Construction of a new underground water line from the public water main under the road to the new building L( ® ® ® ® ® ® ® ® ® TO BE _ � 10. Installation of the septic system GLEAN SAND mOFFICE AREA: 1,093 SF/100 SF/SPACE = 10.9 SPACES ® ® ® ® ® ® G 11. Installation of on site drainage structures(permanent storm water runoff control measures), see detail 1-SP1 ® ® ® AND RAVEL I PRODUCTION : 4 EMPLOYEES = 4 SPACES 12. Installation of underground piping from gutters and downspouts to the drainage structuresV = z _ - STORAGE : 3,096 SF/1000 SF/SPACE = 3.1 SPACES 13. Filling and grading of soil above drainage structures f 5 88 26' S0" E 14.Construction of new terraces &ROUND 1'15.0 WATER - - - - - - - - - - - NEW STORAGE • 3,566 SF/1000 SF/SPACE = 3.6 SPACES 15. Construction of new driveway and parking areas including grading and driveway surfacing 16. Installation of new landscaping plants,(awns DWELLING UNIT: � Z. lts,l of measures I~I ONE FAMILY DWELLING: 2 spaces per dwelling = 2 SPACES PERMANENT STORM WATERco 17. Removal of the temporary erosionTt= N TOTAL PARKING SPACES REQUIRED = 24 SPACES SITE DATA RUNOFF CONTROL MEASURE TOTAL PARKING PROVIDED = 9 SPACES W/1 H CCn a o Site Area: 26.056 ac. ,� STORM DRAINAGE RING TYPICAL �\ I I TOTAL PARKING LAND BANKED = 15 SPACESw J, & > Total Area within clearing limits:39,501)Sq.ft. NO SCALE F z W Soil Classification:See test hole '- LU' M La LO , Receiving Waters: Peconic Bay LANDSCAPE AREA REQ■ U1. a N U Contractor:N/A �\fi �� N = POLLUTION CONTROL MEASURES LANDSCAPED PARKING AREA REQUIREMENTS: In accordance with the provisions of the Town of Southold,chapter 236,storm water management and erosion and sediment 1 ' ' * 10 SF OF INTERIOR LANDSCAPING FOR Q ~• U control measures including, but not limited to,the following shall be employed during construction: 1 I I TRIBERRY FIELDS LLC EACH PARKING SPACE CO W. 1 L I (AGRICULTURAL RESERVE) A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall ` 1 TREE FOR EVERY 10 PARKING SPACES remain undisturbed. * EACH SEPARATE LANDSCAPED AREA TO B.Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are g�'CB��'K ' BE 100 SF MINIMUM W/ 8FT MINIMUM WIDTH exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC.Graded \ \ and stripped areas shall be kept stabilized through the use of temporary seeding as required.Seed mixtures shall be in accordance with the soil conversation service recommendations. I 9 PARKING SPACES C.Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are \ INTERIOR LANDSCAPING: 5All SoF8T k/ \ GN FF `der completed,or if construciton on an area is suspended,the area shall be seeded immediately. ` 9 X 10 SF = 90 SF REQUIRED � l a.Seed preparation-scarify soil if compacted, remove debris and obsticiles such as roots and stumps. SCTM # 1 00-51-03-4.13 ZONING 160 SF PROVIDED b. Soil Amendments (D OPMENT AC TREES REQUIRED: 1. Lime to ph 6.0 \ TIN I 6 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) RIGH SOLD) \ 11 I DING 9/10 = 0.9 OR 1 TREE REQUIRED c. Seed Mixtures I 3 TREES PROVIDED 1.Temporary seedlings ' SITE PLAN APPROVAL GRANTED ✓ 01 a. Ryegrass(annual or perennial)@ 30 lbs. per acre(0.7 lbs per 1,000 sq.ft.) LANDWARD LIMIT OF FRESH EXISTI SEPTIC WATER WETLANDS AS SY TEM FOR MARCH 10,2008 AND AN EXTENSION b.Certified"Aroostook"winter rye(cereal rye)@ 100 lbs. per acre(2.5 lbs per 1,000 sq.ft.)use winter rye if seeding inDELINEATED BY SUFFOLK WINE i GRANTED ON JULY 6,2015 FOR October/November. BUILD NG I CONSTRUCTION OF A NEW WINERY PROJE,. I O: 2. Permanent seedlings-See Landscaping plans ENVIRONMENTAL CONSULTING I I INC, ON MARCH 6 2014 0 1309 D.The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 5 TRACK I cleared slopes. CHARDONNAY WOODS DRAWN BY: E.Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. HOME ASSOC de'Gj I _ LIT Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until (OPEN SPACE) r / I CHECKED BY: construction is complete. S SHEET F.A stabilized construction entrance shall be maintained to prevent soil and lo6se debris from being tracked onto local roads.The _ I NS construction entrance shall be maintained until the site is permanently stabilized.Any sediment tracked onto public roads to beDATE: removed or cleaned on a daily basis. #SF2/U l FOR SITE _ - 1_//----------- - - � ` EXI5TING June 7, 2018 G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be �lL ,C� MNT EXI5T I - OFFSITE FIRE protected from sediment buildup through the use of appropriate inlet protection. LINE Op �`� TURE , HYDRANT SCALE: H.Appropriate means shall be used to control dust during construction. i RIGHTS SOS 1" = 100'-0.. n LINE Q I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be RELOCATED TRAILER tee" N in SHEET TITLE: cleaned and flushed as necessary. I N i I N r,& .90# � �4j J.The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections r O OVERALL r r ��;: O W 170. _... must be performed every seven cal cndar days and immediately after periods of rainfall greater than one half inch. Maintenance - p E NaN86 03 30 ��_ EXIST) r ° ALBINA VIE SITE PLAN measures are to include, but are not limited to,cleaning of recharge basins,sediment traps and drywells,cleaning and repair ofPROPOSED NEW SEPTIf{ SYSTEM W SAWICKID `�^ ' sediment barriers, repair of berms end runoff diverters,and cleaning and repair of inlet protection devices. FOR RELOGATEDrTRAILER 0 J, r WALTER D ' will comply with all local regulations concerning the disposal of solid waste and debris and - f-.` . I r - SAWICKI WALTER WALTER K. During construction,the contractor p y g 9 P EXISTING �TORAGE , � r O SAWICKI toxic and hazardous waste,as well as sanitary sewer and septic system regulations.Temporary fencing shall be erected as BUILDING PROPOSED m -t j m JR SAWICKI 8 2013 shown on Site Plan along with the placement of dumpsters to control the buildup of debris.The contractor shall periodically WINE PR�DUGTION m SCTM # 1000-51- -5. I�I CURB (DEVELOPMEN , rED clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. OLD NOR BUILDING z CUT RI&HT5 INTAGt '� CU�tB ,�, TN ROAD 25 FT WIDE CU m CURB The contractor will report any required modifications to the SINPPP necessitated by field conditions or construction activities to N CUT CU B N•fit ml+ a T. N 8 W 16 5 ' TO��r�, 0��:;`OI.J'�'�.OLS the Engineer/Architect for revision of the SWPPP where appropriate. �` NTRY ENTRY 03 -�._ CU �0� _ SHEET NO.: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITEPROPOSED NEW FUTURE ' T 01-D NORTH ROAD 25 FT WIDE Construction materials shall include concrete wood forms, building lumber and associated metal attachments,precast concrete UNDERGROUND PUBLIC ```�----- ---- ''��'' NEW ADDITION PUBLIC WATER septic/drainage structures, prefabricated building components(windows,doors,cabinets,flooring materials,finished roofing and WATER LINE FROM ROAD MAIN IN ROAD siding materials, lighting fixtures,plumbing fixtures),gypsum wall board, batt and rigid insulation,piping for plumbing,outdoor TO RELOCATED DWELLING paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, NEE P L A BUILDING ADDITION UNDER CONSTRUCTION tresh from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily J NJ UNDERGROUND PUBLIC WATER LINE FROM stored and dumpster shall be emptied weekly by a private caling company. E �r - WATER LINE IN ROAD TO PRODUCTION SCALE. 1 - 'IUD -0�� BUILDING AMENDED BUILDING PERMIT SET REVISIONS: 15 FT UTILITY I NE OF r;�EVELOFMENT UILDING FACADE EASEMENT RI 6HTS SOLI? FORTPRODUCTIIC SYSTEM #2 ON BUILD N SEE LINE OF JJE Y ELOFMENT LIGHT FIXTURE "A" SHEET #UI (SITE UTILITIES PLAN) iii GHTS SOLD XI5 N6 STORM R 5 5TE I E TIWATE Y EDGE OF PAVIN ° SEE SHEET #UI (SITE UTILITIES PLAN) ° ° pN(ENT RI&}-ITS SOLD ° LINE OF DEVELo I I O ° SEE SHEET�P( FOR ~ O - -1 ° DR�\/EWAY I Q O I I O _ L _ _ _j L — — — —' — d HEW GRAVEL ° ° ° a CONTINUATION OF _ Z 0 I L - - - J I- - EXISTING DRIVEWAY ° a° SURFACE d // \\I O 51 TE PLAN L — — _ -J GRAVEL SURFACE ° — \ EXISTIN& DRIVEWAY / 131'-411 ° ° ° ° ° ° 4b ° DGE OF W PROPOSED / \ GRAVEL SURFACE / \1 50' ° d PROPO ED PAVING RETAINING WALL / _ Y -�I'-4" CONSTRUCTION ° a °°° d ° ° ° ° Q O /// _ / \ EXISTING •� - ' °° °° ° ° ". .,,° ,. I 01711 ir, /,,' // / r r i.. i/� /Z %;///�i Z W W ,/ RELC GATE i � / � / LAND BANKED � �, / / / '/ / / / / / / r / %///�////��/'/"' ''� /�//.r,i/,��/'///'%`'ri/�',/lir/'�'//// �" r / 1 / / / / / /iirr i ii ! / r// rr/ // UTUI�E 2 SPACE r/ / / // '� ?/'�� / ,/;/ �/ / i. /` r % r r/ r �rr /" /' /,'%/,. X15TING TRAILER �, /,' L r / � r WI „ / ';%i o/ i! / i r // ;/ir/i.r O KWAY \ // /, / / i/ / ,////��/% //;// / // / / //////////%/%/ /� / /i'/r; ./ / ri/"// LIM / / / r r/i / r r r // � g / / / /' / . / /" / r /�/ // /' i', < //� //,/ /// / // / r r/ "/ 'i/ , '%///�/%��'�/ j///// ��%//iii/r/ / /'/ /// ri / r/ /'/ /�/'/ /%/i�/%/': LOGUSt GG�I r, / i , /�/ A 16 ft ht T 1`Gal / / /!// / / / ri // � / ;/ �//// /,r,' // I / ' '/j/' �,// /iii':/ '/i',. /.�//,' iQ / ///// ///�' ri /r/ /�%//i/ /'ii i Y0,;312 %r ri r,,,,t/ j/�r/;%r%'/////��'%//rr k it/�;/r /i/ / /• // / :/ ; ///r / //. i/ /r /' / ', // / �j////%�'i.////isij/ ,//�,��;'/////// //� r////,i//� /, / �..,,, r/'/// / // / /. ,r gg // % ILDING FACADE - / ,/ \, ;%/ ',/ii' rj, O �J' P; i i' "' I W / LI FIXTURE A ��j,'/ /�j�,;;,/" i,r/' Q / I 1 / / /" // / / / •�'• /� / /// / /' 1/lYl•'I\1y /:///�.,/ i, ;fir,,,, r /i;': ,/ ,, ii ,/ // ,;//;� j jj%�//i'/� /%/m, �j�/,�'%;i" 1 gFTx19F / /,, v ,�'% RST% LR!ELhVl3f'C>;/�%%%/'ii/ ii,, " -�t N Q / '/� / / / 5' R N / IN// /// i, ;%' -( EXISTING PARKING 5 AGE / /' /' RO�`'05Ei�/V�II N / / /i '// /�/%/ /"/i%// /, r,� l ;/ /,,i 'i%i/j/ Z AWN / / /L EXIST / ' / �� °' / LAWN =�� // / / / / //TYPICAL Q111 NEW// /r///,// '/' I — s MECH /,/;�,/;/% /�/ �! //, / /;. W H i ,/r,.. / EGUI % / / / /r / /j/ , ,/jam/ 1 GONG / / / / ', // // FIBS LR: LE1Y I. ! i fir. �,//�. ,/,. /'�/r/ / / / /M'1111,; �Di�%i;-/ �/�i�/,,,/// Vii;/,,//i/ Z O r / /, / / „ / / /NO,'�A5EMEN�/OR / / ///.. �� SLAB ; ' /� / ' / k /ir//"%�///ii//' ; r%� PARKING \ / / //// . /. /i / /' / r<, /r/ / /r ''/ r' \' /' '/i/' ' i,r/r �' �i' '�/ , LAND BANKED �,, 0/2/ lir/ V♦ / �, / XISTING Q SPACES i ,. ;/ �, /� / r/ i/ // // / / / ; �' i% %• // /%//%/i ///.,/� /////� �// TREES \ _ / NEW SH DE r / / '/ / / //i // // / rrrr , /%�/ /r; '/ ,,;; /iii' / ��r W a TREE %;�j,/ij//,..,// ,"// / / // / / % /• '/t / / i / / / '"� /i /ii, i it /,/ii /:/ / //' //"�/// i LANDSG /;' %/;' / LAN PROPOSED FUTURE SEPTI � / i / / / ,' /, /'' / // / � / /r' / ' r, r' / // ' ' , / � i ,/%, / ,%';i'o;iii!, / /�,,,;,, O X � / / / / r/' //// , '/ / // / // / / y. \ � %r�//%%/'%ice /j%,,,�/''%, ��//'".//' �,,..//��//r,,,/ .% ///�///% I SYSTEM .3 I � / // / / ' / /i '/ �// /" �j/ ,/ // //,/ / r /��" ��/G/ .�. �r'i ��% / /' O o moi/ % ,r„/iii FOR TRAILER SEE SHEET #UI l l _ - / / ��/i�, r// /// // % / / / /,,,' ,,////"/r„ir , . ,�', ;%�,r, /'"//i"• / ;,;, ,i �, SITE UTILITIES PLAN) ( 4 i O / %'%';%'moi.; RONT Shrubs: Bearberr PARKIN I Sol, oc q SPAG 5 i / \ I 5ETBAGK ad - /” / ///r/ //% ri '/ r' ' ///// /�t LINE cis ,/ ' / \ 22 / / // / / / '/r%// / ;�/ // �/ // // "j�/,r, /"/ r,/ ��"�////;✓„ / ,, .. to Q O I O I \ / //r/ ° = as tuz ° 8 4° a ° ° BU WI FRONT W• " L / I NEW PUILDIN ° ° ° RI7 - 1 Q ~• U 5117E )"AR — — — _ /. FACADE Lr&HT° ,AGK %/ i e ° ,�R�H I TELT cn (n SETBACK L I NE z0 / / / / a d°FIXTURE ° A e Y I � CONCRETE NEW°CONCRETE° ° I GRUSHINS PAD EXISTING CONCRETE GRU 14NG D ° ° • L - — CRUSHING PAD UNDER ° 4 ° ° ° ° 4 . ° ° o a - \\ I/ \1 , • °° ° 9 < d e .e e e ° ° .d , ° a '� Co' L.S DGE OF ° ° d ° rn A � ° d d d° . PAVING ° d ALI d �� W PROPOSED Tree: Honey I/ \ ° I d° ° ° 1 m ° ( ° ° ° -( RETAINING WALL Locust 4" cal, ° 16 ft ht, Typical // \\ - / \1 \ / ° a d ° \\ _ °_ / D �° \ _ %°a a 0 Q °f�s 1 �' LAWN 1 O \ / ° RI VEWAY ° /� - // - \\ ( // i \ \ \ l ° ° °NEW GRAVEL ° SEE SHE f O � \ - - / EXISTING DRIVEWAY a o SURFACE ° xj� ET 5PI PROJECT O: GRAVEL SURFACE ('N FOR CONTINUATION 1309 1 _ 1 / ° \° d ° ° / ° G ° --� 01= SITE PLAN DRAWN BY: EXISTING DEER FENG \ / ( 1 \ O / ° ° �° ° ;¢, ° C�1 UT / DGE OF EXIST N6 DRIVEWAY \ O / D&E OF \ _ 1 ° '� 1 ° �' 111 PAYING d ° CHECKED BY: \ \ GRA L SURFACE \ / PAVING XISTING \ a°a - / ° ° 6Rp SUR / '�� -{ NS Z 1 I DEER FENCE ° ,4C-T°SUR° GE ° DATE: June 7 2018 I ' LOADING BERTH 15'x•4.5' ° ° / ° d ° d ° ° SCALE: LO v� \ _ / _ ' "4)• PASPHALT,1'PzV! & ° d 1 10'-0" C� SURFACE FROM TOWN EW EVER N TREES GRA SURFACE 31 g 6 • 3' Rept/°TO 10 FT Dr- C-67 Eastern d Cedar, SHEET TITLE: 86 ENLARGED — ASPH T SURFACE E I G FROM �RAINA6E BIAS' 10-12 h ft or, O astern 1 I�IL°ET, SpEr.IEIGATIONS SITE PLAN —� Red G r, aENDATR�S N°HIGHWA� 10-12 EXISTIN E TI ht, I ft oG T T ° 2�� d a° DEER FENCE E E IN ° Sbd 1 3 * � nRIVEWAY°ENTRY °° EXISTIN& ASPHALT RC7 EXISTING PAVING SURFACE ENTRY TO BE T �S / ABANDONED \ XISTING FIRE SHEET II 30' HYDRANT X STI G IVEWAY ENTRY OLD NORTH ROAD LA,"Em N L A r K2*' ff 10'-"4 Pm N TNG STORM R SYSTEM SCALE: 1 "=10—'-O" SEE SHEET #UI (SITE UTILITIES PLAN) AMENDED BUILDING PERMIT SET S BUI T SEPTIC, SYSTEM #2 PROPOSED NEW STOR 52 3� 15 FT UTILITY REVISIONS: 56 FOR PRODUCTION BUILDING LINE OF DEVELOPMENT WATER SYSTEM EASEMENT\/,\ SEPTIC TANK 1,200 GAL (ST) RIGHTS SOLD - NOT A SEE CALCULATIONS FOR OF DEVELOPMEN AS BUILT STORM WATER 5YSTE 5 BUILT STORM WATER SYSTEM 8 FT DIA x 4 FT LD PROPERTY LINE SIZES OF DRYWELLS SEE CALCULATIONS FOR SIZES SEE CALCULATIONS FOR SIZES HOUSE TRAP LEACHING GALLEY (LG) RIGHT LD - NOT OF DRYWELLS OF DRYWELLS CLEANOUT (6) 8.5 FT x 4.'15 FT x 2.5 FT PROPER INE ' TYPICAL I LINE OF DEVELOPMENT EDGE OF PAVIN ° / - / RIGHTS SOLD - NOT A 50 LINE OF DEVELOPMENT RIGHTS SOLD ° ° Y`I 1151\I I D "E" ; DW PROPERTY LINE G a ° ° ° LC 2Ci � O LG I--� O LG ---� L---J L- 1.04+° / DW "5'\/�ig �� / vi 0I +31.04 DRIVEWAY 3 .6+ ° I \ ° p L 31.04+ \ // PITCH 5 /'ST\ H DN ° ° N SURFACE L ° \ / 25' U XIS INC, I Y ( 12001 31.26 +30.87 PITC, ° °a ° ° ° ° ° ° Iy s I / ° ° I I IDW 4ab \ / PITCH DN 30.8'7+ 31 6+\-QGA/ ° ° _- 30935 NEW PROPOS3ED STOR / i///% \ / ° ° a �� ' O WATER SYSTEM / // \ / \ / \ 30.6+ / 30.85+ - - SEE CALCULATIONS FOR / _II / \ / // /' DN j;':' ,;:,i +35.0 ITC, +30.85 -.- ,. �'-. /� - / / DW G 1 / - -._ / /iiii�' �� j, , a SIZES Of DRYWELLS j/ I I 30.92+ -- / / ' / / //r "'i�'j/'/�'/�''r' / /i// �' / / i /��j/�/ /,//'/��','//"/� I / r / I - - _ _ /r r j / / // , j/%/%%/%/i'irr, /ii /i/%/ ./////r' %,/i%%i ri/i /�? RO SED NEW LAWN / - - - +30.85 - - - //' IN; / / / / / // // / / ;% / ;,, ,, /,' w / / r, , / r;./%;', is, /'�''/, /,' \ --- - +30.6 --- - - /� �; / , // r / � .: ; ! BETA NING WALL W \ . +35.5 D // / / LOCATED FUTU n' is / „r, r . „%' '; ', TRAILER Gf?OSS /r:// r/. / ; �" ' PROP SED NEW STOR 1- '////'///', //,rr 480 sf WATER SYSTEM FLOOR AREA: /' / SEE G LGULATI ON5 F R NO BASEMENT OR I /';// / /, , ;//, // ,' ;/ / / / / / / / / / - / / / //// /;; //%// .// 'i%/,'4///i/ " '-r/,,/i/";/ ;r// !%<'/; ",Vii,'. SIZES OF DRYWELLS CRAWL SPACE / / /; // / r ' //, / / ,', / / // / / / / // / //�ii,�//iULL /i., /, j,';;..i,, r '� / /i/rr / / /:,/;'-, r '/ "ii '"%ii//�:, r iti' ;', , q'/ /� FIRST FLK. ELEV. 30.0 '�/A /i/ ./. DW G11 // /��/:�i:'/, 08 9 +285 �- ',,ii,,, / / / / r , iwoo // / II 11 1 I DW G / // ' / / / / / F'� I / / % / // 'r /jr /, / /r // / / //// , / i//r%%/iii� '�,/:'i,�'ii:jam;,":Vii:/"�., �,%i,,i" ,/,i%;, „ ,/;''i IDW 4ab / �i " r ;I � /�' /i/, // � �/ / / / /� '� �„ �/'�/�,':/ � // ,/,,�:', / i;;;,, ," / � L N I / I I / % '/ i / /i //�/i ri % / ' '•.',. //'',-r/i//'/%/% �/ j// / ' / / / / // � O W FUTURE UNDf:fZGROU /i' r/ i FROM \ PUBLIC, WATER LINE F �� e' �� \' PITCH D / / / / i r ROAD 2 DIA .,�4 BELOW / / 'i / % / /' %/��';" /, /, ,,/ / // r5�I SON'// , '//r I Q GRADE //% / I /%' // /% �� '/�//' " / %/ / / '' 'i / / '/,,,; / �, ,/'///, ;,�/�,C�,�' C�L�,s��". ri%'%/,/ DW G / / / / / / / /' �• /.' PARKINGON// / / "// /EXIST Z 5 SPACES '/ / ice' / '�. ��/ / /; /' •/ � '/ /� '�/ / NO ASE N'ir / EGUI ' ;i'/ / / .3.X�IO:� , / ,CRAWL��F`�AGE i ,'; , ice 1 GONG / // i /! %%/ /� / /i ' '/' /�j'/ / r / ////rr ii/r / /: '';'iir,. ../ / //,.' ;/%%ii; I 28.5+\ I /�/i �/ �IRSTrFLR.,EL V. 310 / , i"/ ;/; '„> Z 0 \ SLAB / i/j r / ,NO'BASEMEh��!OR IT`ION \ TEST H LE #g \ 1 r/ / / 28 / / �/i '/// '/� ///GR�WL'SPAGE / /i / //' GRO55,FLO�R ARI=A - �-- . ,! i/ \ 1.O ,� %r;//ri/r�'i elev HOUSE TRAP //; , %. /�� FIO.F3fi5EMIrNT;��/ /r CLEANOUT %,68055 1 r // / / /' ',' / /' / r',', r � �, ;• '// / iir';,,'///'///;'i/ii< ;i� ,'�,a-Pi �,�: /,', /r,'/ ��/ /'.� ' %' i ,454' /// / i' / / w (:0.;/,%; TYPICAL ,/ / � � / / ,/; / /� Gr /iii/'// / // /, // / / / / / / / r, r / / i / .r�/' %j' / „G VSJ;' /i j ;,:i,/ LANDSCAPED ,, /'�/ / / //' % �� / i/ / % / %/ ' / / / 50, �%,% . /%,% a rbcor ; aE ,r ;:� I w o FUTURE SEPTIC, SYSTEM / / / /' ,/ ; // %/ FOR TRAILER / \ / 1 1 ,FUTU , / r/ / // SE:PTIG TANK I 00 GAL (5T) / / _ / / / /, � PROPOSED ;/ /// / /, ��' // / // / /',/ / / / ��/'si'/ //'. / �/,:r 8 FT x 4 FT LIG,UID DEPTH / h / / /,' / / '"/ / ./ / / / / / / / / /� %�,/, ..� /, /' / / / / / // '/� //i,�y/ �j / .i UNDERGROUND LEACHING POOLS LPELECTR 6 10 FT DIA x 2 FT HT � LP 1 UTILITY LINE I � / �ii,!,r', o/ r�%;'%,i%</,�%�j:%i ,/!/ /,,ori/ .✓i'% j��/�z,�s,�i FUTURE EXPANSION (EXP) (3) 10 FT D I A x 2 FT HT 28.5+ LP s PARKING \ 4 SPACES / / / Z. / ✓ 1 ," / ,/ , /X/ / / 40 iirir \ \ / _ EXP / ,� r/� , . , . ;,r//",/ ; / / . . / ' /,/ / . ./,, I , LP / \ H /�, �/ / ///' // � / / / ' / / '/ / / /n 'rr',/'-i ;i;., „/ �%r', 35.0 � /. ' / / /// / / // / / / / - ° - 30.8+ \\ LAWN / fi ; /i/// W I 1 / 2q"I+ \ / ////j / '/ / //, //� ; 30.8+ ° - _ \ uJ• W IDGE'• LINE / //�/ r// // -i% / //// a ° ° ° \ \ ; / N Of EXP/ // / ij //� / / X STI NG .°° ° - \ \ W. N = ; \ EXP / 28.5+ \ /� / \\ °e RFZ VALVE 30.6 1 EXISTING CLEANOUT FOR (- INTERIOR FLOOR D \ a° 11 1. 1--- 11 L RAINS \ �t1 $ ° 7 DW D � - j DW � % N �• \ _ ° CONCRETE CRUSHING ° ° \ / DGE OF 1 EXISTING UNDERGROUND PUBLIC WATER \ g ° AVING A5 BUILT STO M WATER SYSTEM -d LINE TO WINE PRODUCTION BUILDING r ° ° ° NEW 61°THK°P.C.QSLAB \ / SEE'. GALGULA IONS FOR SIZES � 1 \ d ° ° 6" OG ° \ 1 n \ Z ° . ° ` GH°WAY (SET 2" OFF° q� OF DRYWELL r 1 EXISTING UNDERGROUND WASTE LIN \ T7'OM°OF SLAB) 5ET° ° RETA0 NGDWr L 1 EXITING WA5OR FLOOR TEWATER SDRAINS YSSTEM TO ; \\ EXISTING ON MPAGTED °° ° /- \ CONCRETE'. PAVING 1 \ CONCRETE ° ° GRA ULAR 501 L USE ° ` °° ° TW +35.5 D \ OF NieyV --\ / \ ` H G P a °400 PSI CONCRETE' �.3LAIoNN \ +35.0 54 5�� 1.•S TEST HOLE #2 i5 ab\' IDW "tab"1 1 EXISTING UNDERGROUN UNDER °° �FF`� NO SCALE A5 BUILT STORM WATER 5YSTEf I --�4 1 \ / 1 ELECTRIC UTILITY LINE GO TRUGTIO °° .4 -� BY MARK McDONALD GEOSCIENCE SEE CALCULATIONS FOR SIZES \ / XI T G DR�YVEWAY E�CI5TING 1 \ ° ° 9 ° ° x+50. 26'-6' OF DRYWELLS \ GRA L SURFACE GOINGRETE 1 ° SOUTHOLD, NEW YORK 11971 _ _ _ _ _ __ _ 30. ° ° Z►'° ° TEST HOLE DATA 6114/16 ELEV. + 30.5 \ CRUSHING PAD 1 - +30.0 ---- =° DW "B" +29.0\ STC /'- \ E DW "B" a ° ROPOSED NEW STORM �`� 0' /% \ �'`b ° x ° WATER 5Y5TEM cS 0_5 FT. DARK BROWIV LOAM OL y- .� N / \ +29.6 � ° ° ° �' ° ° ° ° d' a ° ° SEE CALCULATIONS FOR � 3.0 FT. BROWN SILT ML I / \ __ Q / LP I �° z a ° aSIZES OF DRYWELLS F�ROJ NO:Q IDW "tab"�_ �W 2 j STC O A5 BUIL STOR ° ° ° ° ° a 1309 p / D �N LP WATER SYSTEM ° ° ° ° ° \ 9.7 FT. PALE BROWN FINE SAND SP I \ \ lir C� ° ° ° IDW "2 b'-t- /-� \ 20 LF O SEE GALG ATIONS ° A''slab "lab' ° DRAWN BY: 11.0 FT. WATER IN PALE BROWN FINE SAND SP \ / / \ FOR IZE5 OF -a_- ° +29x4 ° UT EXISTING DRIVEWAY ° ° ° S SHEET U3 I=OI? 5 WATER IN PALE BROWN FINE � \ �� - \ D YWELLS 29.4 0 °LAWN ° a A CONTINUATION OF CHECKED BY: TO COARSE SAND SW _ / Y-' \ / GRAVEL SURFACE NS 11 `�N / 11 \ W ab L PITCH DN FUTURE POSEID NE 29.6+ ° i%C �' LFACE ° �ti� 51 Trz PLAN DATE: COMMENTS: GROUND WATER AND HIGHEST z UTURE I5W 20b IDW tab 1 / UNDERGROUND BLIG WIATER 3 O ,y AS ° a ° ti June 7, 2018 / 1 \ - d ° EXPECTED GROUND WATER ENCOUNTERED D- PROPOSED / \\ // \ / LINE, 2"DIA, 54" B LOW &RADE z 'I% 3p h30.0+ ' UNDERGROUND ` J / ° ° ° " _ '- 11 9.7 BELOW SURFACE, ELEV 20.8 PUBLIC, WATER \ / J TO TRAILER ALT' bWN° SCALE: +2°I•b � AtLT PA,1(ING 1 10 0 TEST HOLE #3 LINE FROM ROAD, / N D&E OF PAVING 161.53 SURF E FROM T RADE A5 REOU I RED TO rn 2" DIA 54" LAWN _ Airc GRA�,VEL SURFACE N 86d o3' 3o W O SHEET TITLE: ROAD . 10`-T B PREVENT STORMWATER NO SCALE BELOW GRADE p N ASPHALT 5URFA�CE J. EXISTING FRONT DRAINAGE BA51 RUN OFF FROM SPILLING / z _ww- ENTRY TO BE I ETA,SpECIPIGATIOsS ONTO TOWN ROAD P RO D U CT I O� BY MARK McDONALID GEOSCIENCE I ABANDONED W PUBLIC O°MEET TONIN' HIGHWA BUILDING SOUTHOLD, NEW YORK 11971 X15TI'NG WA5TE WATER SYSTEM #5 PROPOSED NE W'A`TER METERS TAND}�� O' ° XISTING PUBLIC, WATER SITE TEST HOLE DATA 5/26/16 ELEV. + 29.0 / --- +29.4 (I) 8 FT DIA x 4 FT HT (EXISTING) I UNDERGROUND � MAIN Ilrl ROAD 2.0 FT. MIX SAND AND LOAM OL N Sbd 03' 30" W 185.0 LEACHING POOL (LP) "LIC, WATER LINE 2) EXISTING ° _ viii ►r I W Y°ENTRY ° a UTILITIES E�CISTING A�SPHA�-T (2) 8 FT DIA x 8 FT HT (EXISTING) FROM ROAD, 2" DIA, PUBLIC, WATER ° a PLAN 5.8 FT. GREY CLAY CH 2ci PAVING SURFACE LEACHING POOL (LP) 54" BELOW GRADE VALVES (1) 8 F'T DIA x 8 FT HT (NEW LP) X15TING FIRE 1 30' NEA LEACHING POOL HYDRANT SHEET NO.: 7 FT. WATER IN GREY CLAY CH XISTING DRI\SWAY EN WATER IN BROWN FINE r-E 3 14 Lm M^ R%r;%p lut� D %e.'vh I 0"I` P 'L' AAft TO MEDIUM SAND SP OLD NOi�TH fi�O�I7 17 FT. EXISTING UNDERGROUN SCALE: 1 ��=1 0=-0" COMMENTS: GROUND WATER AND HIGHEST ELECTRIC, UTILITY LINE Lc- EXPECTED GROUND WATER ENCOUNTERED ° 5.8' BELOW SURFACI=, ELEV 23.2' AMENDED BUILDING PERMIT SET DRAINAGE CALCULATIONS FOR SANITARY REVISIONS: CA5T HEAVY FRAME RINNC D WINE PRODUCTION BUILDING ROOFCALCULATIONS COVER TO 6RADE� DRY WELL AREA x RAINFALL x RUNOFF FACTOR I. ALLOWABLE DENSITY b: i' ' FINISHED GRADE Roof "A" 15338 SF x (2/12 FT.) x 0.9 = 200.7 CU. FT. TOTAL ACERAGE: 4.4789 AC TRAFFIC SEARING20.1 USE: (2) 8' DIAMETER x X-6" HIGH POOL (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) _ TOP SLAB 8" THK (DW-A) (2) 8' X 3'-6" STORM DRAIN RING = 295.7 CU. FT. HYDROGEOLOGICAL ZONE: ZONE IV PROVIDED REQUIRED WATER SUPPLY: PUBLIC WATER 4" typ 7'-10" INLET ,. ,. 295.7 CU. FT. > 200.7 CU. FT. ALLOWABLE DENSITY: 4.4789 Acres x 600 GPD. = 2,687.34 GPD. J MIN. 4 ® 0 Roof B 35219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. Q 1: 0 DIA 5DR ' 55 PVC ® ® � USE GROSS OVER PIPE USE: (3) 8' DIAMETER x 4' HIGH POOL II. SANITARY DENSITY CALCULATION Z BETWEEN THE MIDDLE 8.5 � PIPE ® ® D D RINGS AND THE FOUR (DW-B) (3) 8 X 4 STORM DRAIN RING = 506.7 CU. FT. O 0 PITCHED ® ® 0 PROPOSED TASTING ROOM BUILDING: (SEPTIC SYSTEM #1) > MIN. OUTSIDE RING5, EIGHT PROVIDED REQUIRED 1. TASTING ROOM "MAIN" 5 GPD /Occupant) ~ HEAVY DUT`( LOCKIN6 w 1/8"/1' ® ® (8) INCHES ABOVE THE 506.7 CU. FT. > 482.9 CU. FT. ( V CAST IRON FRAME AND BOTTOM Roof "C" 3,219 SF x (2/12 FT.) x 0.9 = 482.9 CU. FT. 5 GPD X 84 Occupants = 420 GPD = -- COVER TO GRADE - 3 MIN. to DIA. 2. WINE PRODUCTION (0.04 GPD/SF) p FI ISH GRADE = USE: (3) 8' DIAMETER x 4' HIGH POOL 0.04 GPD X 1,770 SF - 70.8 GPD O O `�• MIN. ABOVE HIGH (DW-C) (3) 8 X 4 STORM DRAIN RING = 506.7 CU. FT. 3. OFFICE SPACE (0.06 GPD/SF) 4"-6" BRICK 2O„ z x RECORDED GROUNDWATER PROVIDED REQUIRED 0.06 GPD X 267 SF = 16.02 GPD LEVELING 000RSE :: TRAFFIC, BEARING BACKFILL MATERIAL 506.7 CU. FT. > 482.9 CU. FT. 4. RETAIL (0.03 GPD/SF) z W LL TOP SLAB 6 I,/2" THK ?` = u? TO BE COARSE Z Z Roof D 2,440 SF x (2/12 FT.) x 0.9 = 366 CU. FT. 0.03 GPD X 347 SF = 10.41 GPD O _ INLET SAND AND GRAVEL USE: (2) 8' DIAMETER x 5' HIGH POOL 5. RETAIL (0.03 GPD/SF) '` MIN. 4" o o �� TYPICAL LEACHING POOL DETAIL DW-D 2) 8' X 5' STORM DRAIN RING = 422.4 CU. FT. 0.03 GPD X 180 SF = 5.4 GPD DIA SDR 0 0 0 DDI ( ) ( 0 35 PVC, =�: o 0 0 0 0 I N.T.s. SEPTIC SYSTEM #3 RESIDENCE PROVIDED REQUIRED 6. STORAGE (0.04 GPD/SF) PIPE I 0.04GPD X671 SF - 26.84 GPD Q LL O PITCHED o o O I 422.4 CU. FT. > 366 CU. FT. > MIN. o 0 0 0 0 I HEAVY DUTY LOGKIN TOPPER OR Roof "E" 2,440 SF x (2/12 FT.) x 0.9 = 366 CU. FT. PROPOSED WINE PRODUCTION BUILDING: (SEPTIC SYSTEM #2) O CAST IRON FRAME AND END PLUG 7. PRODUCTION o o I COVER TO GRADE USE: (2) 8 DIAMETER x 5 HIGH POOL (0.04 GPD/SF) 0� Z (DW-D) (2) 8' X 5' STORM DRAIN RING = 422.4 CU. FT. 0.04 GPD X 4,940 SF = 197.6 GPD 0 - 8. OFFICE SPACE 0.06 GPD/SF j 3' MIN. 8.5' PROVIDED REQUIRED ( ) 0.06 GPD X 11093 SF = 65.58 GPD Z Ei MIN. ABOVE HIGH 422.4 CU. FT. > 366 CU. FT. 9. STORAGE (0.04 GPD/SF) O m RECORDED GROUNDWATER � SEWER PIP DRAINAGE CALCULATIONS FOR 0.04 GPD X 3,096 SF = 123.84 GPD � W BACKFILL MATERIAL 10. STORAGE (0.04 GPD/SF) Q (' TO BE COARSE O° WYE WINE PRODUCTION BUILDING DRIVEWAY 0.04 GPD X 3,566 SF = 142.64 GPD Q SAND AND GRAVEL 30° ELBO AREA 1a: CONCRETE 1,260 SF x (2/12 FT.) x 0.9 = 189 CU. FT. 00 J TYPICAL LEACHING GALLEY DETAIL AREA 1b: GRAVEL 742 SF x (2/12 FT.) x 0.7 = 87 CU. FT. EXISTING RESIDENCE: SEPTIC SYSTEM #3 z E- O N.T.S. SEPTIC SYSTEM #2 PRODUCTION BUILDING TOTAL: 276 CU. FT. 11. HOUSING UNIT (150 GPD/UNIT) ) W 1:TYPICAL CLEANOUT DETAIL USE: (2) 8 DIAMETER 4'-0" HIGH POOL 150 GPD/UNIT = 150 GPD (� N.T.S. (DW-lab) (2) 8' X 4'-0" STORM DRAIN RING = 336 CU. FT. (D M PROVIDED REQUIRED TOTAL SITE DENSITY FLOW = 1,229.13 GPD Z O j336 CU. FT. > 276 CU. FT. PROJECT NOT OVER DENSITY AREA 2a: CONCRETE 3,824 SF x (2/12 FT.) x 0.9 = 574 CU. FT. V. SANITARY DESIGN FOR WINE PRODUCTION BUILDING (SEIPTIC SYSTEM #2) AREA 2b: GRAVEL 4,594 SF x (2/12 FT.) x 0.7 = 536 CU. FT. SEWAGE DESIGN FLOW: w TOTAL: 1,110 CU. FT. 6, PRODUCTION (0.04 GPD/SF) w USE: (1) 8' DIAMETER 27' HIGH POOL 0.04 GPD X 41940 SF = 197.6 GPD = or USE: (8) 8' DIAMETER X-6" HIGH POOL 7. OFFICE SPACE (0.06 GPD/SF) f- (DW-2ab) (8) 8' X 3'-6" STORM DRAIN RING = 1,182 CU. FT. 0.0a GPD X 1,093 SF = 65.58 GPD O PROVIDED REQUIRED 8. STORAGE (0.04 GPD/SF) H 1,182 CU. FT. > 1,110 CU. FT. 0.04 GPD X 3,096 SF = 123.84 GPD 9. STORAGE (0.04 GPD/SF) AREA 3: GRAVEL 2,003 SF x (2/12 FT.) x 0.7 = 233.7CU. FT. 0.04 GPD X 3 566 SF = 142.64 GPD USE: (1) 8' DIAMETER 5.6' HIGH POOL SEWAGE FLOW FOR WINE PRODUCTION BUILDING = 529.66 GPD PROVIDE or USE: (2) 8' DIAMETER 3'-6" HIGH POOL 06 z- TRAFFIC, HEAVY DUTY LOCKIN6 BEARIN6 CA5T IRON FRAME AND (DW-3) (2) 8' X X-6" STORM DRAIN RING = 296.6 CU. FT. y Q• L SLABS 6" THK COVER TO 6RADE PROVIDED REQUIRED VI, SANITARY S`/STEM REQUIREMENT FOR WINE PRODUCTIOIN FINISHED GRADE 296.6 CU. FT. > 233.7 CU. FT. BUILDING (SEPTIC SYSTEM #21 J �' y Q o 2, z - AREA 4a: CONCRETE 600 SF x (2112 FT.) x 0.9 = 90 CU. FT. SEPTIC SYSTEM - 529.66 GPD W _j' 0 z _ AREA 4b: GRAVEL 3,203 SF x (2/12 FT.) x 0.7 = 373.7 CU. FT. 1.SEPTIC TANK (ST): 529.66 GPD x 2 DAY FLOW = 1055.32 GAL W• U W Q N TOTAL: 463.7 CU. FT. USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT DIA x 4f FT LD) g w. N 0 ; INLET- USE: (1) 8' DIAMETER 11' HIGH POOL 2.LEACHING GALLEYS ( LG ): 529.66 / 1.5 S.F./GPD = 353.1 S.F. MIN. 4" DIA or USE: (4) 8' DIAMETER 3'-6" HIGH POOL USE MINIMUM (6) - 8.5 FT x 4.75 FT x 2.5 FT SDR 35 PVC, FLOW - OUTLET MIN. 4" (DW-4ab) (4) 8' X 3'-6" STORM DRAIN RING = 591.3 CU. FT. EFFECTIVE DEPTH (6) - 8 FT x 4.75 FT x 2.5 FT = 397.5 S.F. 0 CO PIPE PITCHED - MIN. I/4"/I, LINE v is DIA 5DR 55 PROVIDED REQUIRED PLUS 50% EXPANSION (EXP): 3 - 8.5 FT x 4.75 FT x 2.5 FT - PVC, PIPE A 591.4 CU. FT. > 463.7 CU. FT. VII. SANITARY DESIGN FOR RESIDENCE SEPTIC SYSTEM #3_� PITCHED MIN. AREA 5: GRAVEL 1,976 SF x (2/12 FT.) x 0.7 = 230.6 CU. FT. ( )- SEWAGE DESIGN FLOW: USE: (1) 8' DIAMETER 5.5' HIGH POOL 9HOUSING UNIT (150 GPD/UNIT) _ z or USE: (2) 8' DIAMETER 3'-6" HIGH POOL . F N�y;�o 150 GPD/UNIT = 150 GPD AN*- �r (DW-5) (2) 8 X 3'-6" STORM DRAIN RING - 296.6 CU. FT. SEWAGE FLOW FOR RESIDENCE = 150 GPD C t.sT�F` • H PROVIDED REQUIRED �e- 8'-0" 296.6 CU. FT. > 230.6 CU. FT. VIII. SANITARY SYSTEM REQUIREMENT FOR RESIDENCE (SEPTIC SYSTEM #3y DRAINAGE CALCULATIONS FOR SEPTIC SYSTEM - 150 GPD SEPTIC TANK - 1200 GALLON TRAILER BUILDING ROOF 1.SEPTIC TANK (ST): 150 GPD x 2 DAY FLOW = 300 GAL N.T.S. USE MINIMUM: 1,200 GAL SEPTIC TANK (8 FT x 4 FT LIQUID DEPTH) D SEPTIC SYSTEM #2 & #3 DRY WELL AREA x RAINFALL x RUNOFF FACTOR 2.LEACHING POOLS ( LP ): 150 / 1.5 S.F./GPD = 100 S.F. FWJ 'nO: Roof "E" 480 SF x (2/12 FT.) x 0.9 = 72 CU. FT. USE MINIMUM ( 6 - 10 FT. DIA. X 2FT. HT.) �7, 1309 USE: (1) 8' DIAMETER x 2' HIGH POOL EFFECTIVE DEPTH ( 6 - 10 FT. DIA. X 2 FT. HT.) = 300 S.F. DRAWN BY: UT BUILDING WALL (DW-E) (1) 8' X 2' STORM DRAIN RING = 84.4 CU. FT. PLUS 50% EXPANSION (EXP): 3 - 10 FT DIA x 2 FT HT CHECKED BY: PROVIDED REQUIRED FF EL '50.0 NS 84.4 CU. FT. > 72 CU. FT. DATE: GRADE 25.5 FT. EXISTING WASTE WATER PROCESSING (WASTE WATER SYSTEM #5) June 7, 2018 LEAN OUT EBUILDIN& WALL FF EL 31.0 EXISTING PRODUCTION AREA SCALE: 1" = 10'-0" GRADE 28.5 FT. GRADE 25.5 FT. GRADE 30.x2 FT. WASH DOWN OF WINE MAKING EQUIPMENT 500 GPD 5' SHEET TITLE: LEAN OUT GRADE 51.26 FT. GRADE 31.04 FT. TOTAL WASTE WATER PROCESSING 500 GPD MIN. 2.5 MAX. I' MIN. 2.5' MAX. WASTE WATER PROCESSING REQUIREMENTS: PRODUCTIW PL z WASTE WATER SYSTEM - 500 GPD BUILDING I/4"/FT. MIN TOP OF POOL TOP OF SLAB 30.04 FT. SITE /8"/FT. TOP OF SL1.LEACHING POOL : 500 GPD x 2 DAYS FLOW = 11000 GAL SEPTIC LEACHING 27'2 FT' L1/4"/FT. MIN 50.26 FT. TOP OF POOL (1) 19200 GAL LEACHING POOL (LP) (8 FT DIA x 4 FT LD1) (EXISTING) UTILITY IE. +27.55 IE. +27.45 TANK POOL :AE1 FT. LEAGHI NG 21'5 FT. 2.LEACHING POOLS 500 GPD 11.5 SF / GPD = 333.3 SF DETAILS IE. +26.x5 BOT OF POOL SEi�TIG OALLr-"r USE 2 8 FT DIA x 8 FT HT POOL LP EXISTING IE. +26.87 N z 25.2 FT. IE +2�i a TANK 2.5 ft ht EFFECTIVE DEPTH 2 8 FT. DIA. X ) ( GROUND WATER IE. +2Q.26 BOT OF POOL ( ) ( 7.67 FT. HT.) 383.5 S.F. SHEET NO.: 8 ft. MIN. 26.2 FT. IE. +2ci.76 IE. +2�.I7 ry z 27.0 FT. PLUS 50% EXPANSION (EXP): 8 FT DIA x 8 FT HT 5EPTIG TANK IN/ =GROUND WATER MONOLITIG SASE 6.1' 8.5 ft. Z4 25.0 FT. SEPTIC 12ROFILE FOR TRAILER (SYSTEM #3) SEPTIC PROFILE FOR WINE PRODUCTION BUILDING (SYSTEM IM NO SCALE NO SCALE AMENDED BUILDING PERMIT SET AS BUILT SEPTIC SYSTEM # A5 BUILT PERMANENT STOR INE OF D VELOPMENT REVISIONS: PHASE RI D 15 FT FOR PRODUCTION BUILDING WATER RUNOFF CONTROL * SEPTIC TANK 1,200 &AL (ST) TEMPORARY ER05ION CONTROL MEASURE DRYWELL SEE UTILITY MEA5URE5 PROPOSED SILT EASEMEN 8 FT DIA X 4 FT LD CALCULATIONS U-2 FOR SIZES OF ROPOSED N * LEAGHIN& GALLEY (L&) FENCE SEE DETAILU13 SPINSTRUCTION DRYWELLS STORM WA E (6) 8.5 FT x 4.'15 FT x 2.5 FT 5Y5TE S BUILT PERMANENT STORM FUTURE EXPAN51ON (EX106) LIMITS OF GLEARIN6 A - - WATER RUNOFF CONTROL LEAGHIN6 &ALLEY LAND DISTURBANCE LINE O MEASURE DRYWELL TYPICAL SEE (3) 8.5 FT x 4.'15 FT x 2.5 FT 12,000 5F NT RI °�LP I 1151\� CALCULATIONS U-2 FOR SIZES I DEVELOPMENT OF DRYWELLS 3b LINE'OF DEVELOPME ° ° ° ° \ B.5 / RIGHTS SOLD � 0 L6 i 4 s \ / 2a LG, I--I LG, O LG, L_ °- °° ° ° I'll, � °° s Q LG, I--I 0 -J L- _ ° LIMITS O SEE SHEE I L& O I.\ / /10 --J L--.-J -- Q ° ° ° ° ° ° ° YDW1511 \' . ° L LEARI AND TUR$AMGE SPI 1=0R Z 28 -J \ / ° ° I 0 O Oo 5 CONTINUA ION - ° �° H --\ L \"��\ // EXISTING � � ° � ��Sx�'.5//° ° p ._ / ° DRIVEWAY /-\ � 11311\ NOTE: � DRIVEWAY °` � ° OP / � 51 TE �' AN V ° ° NEW 61RAVEL° ° ° ° RETAI 6 5EE SHEET #UI FOR \ ST / SURFACE a SURFACE° a ° ° TW + .5 I x511 0 ° ° 8x5.5 \ X15TIN6 SITE UTILITIES PLAN /\� �/ ° ° ° \ , HASE I � O RI WAY / /.' i ilii; ,. , ,,,%,/,/'., TEMPORARY / OOi,///%i/ %/.' /' ,,/ %.,.' //-, r/ // rim/ / EROSION GO TROL Z / / /// / / r''///,' DW IIGII &RAVEL „ir / /� // , a / / / ! / /,r / � r / //' / / r, // / /- / /r, � / , . ; .:.? MEASURES ri // /%//./ �%i r, i , / FACE r/i / / / / i /' // ji,'�ii�/ice/ ,/� ,./ / �ir �: .,/// ;;r/.,,,,/;r.i,,,/ O W / ,r, ,/ /// / ,. / %, ////;,��, PROPOSED SILT W FENCE DUIRINdp / /r / / �'60NS TRUG O / i /i TI SEE r r / /" r / / FUTURE- / / / / , TED / /- ,,, OGA 11 11 / / / REL / i. r /' /i r/ 82 r / ,/ r / / // / / / '/ / / / / / "�..//i;// %i DETAIL 3-SPI N TRAILER ;///g/1 / ri // //,.,/ri ,/// / /,ri/%i, ;%i/i,:,/ ,.i��i, W E 1 i / , r/ / / // / / / /, i, i / i %' / % / x3. ,/ / �, , / /'i /�. / / /% r ,/ ri,;.rri//,/, ;r ,r/!,/ '/,,., �ir // , = tiOCi \ l 8x3.5 / i/. I ,it !//�ir. / r.r/ ///r//.rill' � ....s.... / �'' /// //, , . 'r r ' PC 11 / , / /// /,, / '/ '/ / / / / r�/r/�'�,/././:o r'„'�„ law j/',r,, ;,rio5 "i/'i/�r%iiir;rr r ,/� WE// 06 // %// /ri/ �/' r'�/r, /i/,rrr iii;, // //' '//, /'O/ ;;r / / ,G; 0/ -W/// rii'' r/i , r' / �j ��/ �/�/ /%/// / ✓/'r .// rri / %"%'' � ;//'r/./7;!;�'.it,i ,i /i O DW 4ab IDW /ri/ / ,,,ani //� /: r�, SX�✓.�J' / i 0 , r 00, r r rrr / UNDER,GRD rr/ /,.' � R INE ' IG WArE L / r / / rr rr // , PURL ,,/ / / '/ r' /, /' / / / // // /r/ ri /ri r. /rrr, / rill licit /. / / /// /� / // / / //� //,i/i/ / / / / r � 5: OLE r/ I / / r / r r / r�'r r Q / i/� '�/,�/,. = CIL;: /.,,/' r / W EXIST , r cn i,, EQUIP , / / r I� // . //,i r///.,..,, •� �f % '�/i�/,/,ter%�,. / "A"\ V / // / �/ / / / / /// / / '//�/// /// r / /, ///✓// /r / I GONG / / / / / I '/r /rr/ / // / /// 'ii � N}' \ 8x3.5 i� SLAB TEST HOLE 3\ \25 e I ev 2q.O / i lir, rii r/ir, i / /, / Xx/ /. /i r X15TIN6/' / ' r„ . . n .i.t..,." rrr.ip/ r/ r//iri/ � " /r" /% ' GONSTRUG� IDN/ r/' / ,, � ;, , ,r / / rr ,r / / / / // / % /' / //i;;///„ iii;%' it i //i ..%',' i//%r' /ii,/ 'i' % ;,ii/%,/ �/ // / " / r/ /� /' TREES/ /r ST / , ,ii;'6r /; /,/„/r,, /'/ �'i; ,�j,i,i ///,�i;i i/moi/i%ii.;r/;,j/.;. LU AM/// LU xx FUTURE SEPTIC SYSTEM # / / � / ''' '' F- U/ FOR TRAILER ✓ / /r ,/"," ' / // '/ / / / / -is r/, r/ //i %%' ,/ /i'%. ! " C'' - � FUTU % '/' / %/' / / / / ,/ /,//i /i/"r/.j/;'i r ;-i ,�/ rill' '/,.,/ ' SEPTIC TANK I .00 GAL I � I L /'� " r / / / / / !" r/ ,. ice,// ,/' , / / / UNDERGROUND " ;" / / / /,�,, ''i4�, I � 8 FT x 4 FT LIQUID DEPTH \ 1000, ,/. / \ i' / /,,, i / ELECTRIC �,. /, / EN LEACHIN& POOLS LP \ UTILITY LINE i 6 10 FT DIA x 2 FT HT ✓ / / / / r / / / % /' r / rii r/i- ,i/i �"/- i'i ../ /, ., STORM ',;,, WATER � r,/, L•, / / // / / r //// '/ / / '/ / /' / / SYSTEM / EXISTING / �/ //// i/// i/, //// / i/ //r / /2/010m DRIVEWAY r / rr, //// ✓ SURFACEi.//i;// /,.',� /.,. r; i / / % i'/, r//" err /� • /�/r,/ / /,fir ,;% /,./� ;. .//r rn \ LP / / e- \ LP / ;/ a o // r o FUTU /;�/ ////////// /,/I'/ i'/ / "%'/// ///r//"''/// ° ° ° ° LU Z ° ::: W• c� ui UNDERGROUND N PU8ILIG WATER !jr / / ° ° W) o . LINE FROM ROAD, / OP05ED °1-f' ° ° _: LP `RPZ VAL ° : 4i W' a01 :2" DIA 54" PROPOSE ° `" ° ° ° a° \4,BELOW GRADE UNDERGROUND ° PUBLIC WATER LINE PROP NEW ° N CONCRETE PAVING° ° ° 4.1 EXI5TIN6 UNDER6ROUN CONCRETE E MANENT 5 ORM WATER ° ° ELECTRIC. UTILITY LINE GRU5HIN6 PAD RUN FF CONTROL 1�EA5URE UNDER DRY LL TYPICAL SEE ° 05ED W GONIGTRETE XISTING WASTE WATER SYSTEM #5 I CONSTRUCTION ° ° GALGU�}ATION5 U-2 FOP, SIZES INING L OF N - \ PAVING (I) 8 FT DIA X 4 FT HT (EXISTING) a OF DRY VELLS° ° a ° °° ° ° ° TW + .5 �P�S W TEST HOLE #2 � " ab\' ION "tab (3) 8 FT DIA x 8 FT 10 LEACHIN& POOL (HT (EXISTING) ° ° ° °\ ° 5 �G.I L SrF�� NO SCALE I 71, \ 8x3.5// LEACHING, POOL (LP) ° ° g ° BY MARK McDONALD GEOSCIENCE 3• _ �q \ / ROP05ED WASTE LIMITS O SOUTHOLD, NEW YORK 11971 J TER // \ ° ° ° ° A5 BUILT PERMANENT STOR ° TEST HOLE DATA 6/11/16 ELEV. + 30.5 I 8 FT DIA x 4 FT HT DW "B" ° 11 e ° SX4 WATER RUNOFF CONTROL I ° ( DW B \ ° \ \ GLEARIN6 p / 0.5 FT. DARK BROWN (LOAM OL MEASURE DRYWELL TYPICAL - \ 8x4 •/ °° °° ° \° LAND cosi 53-`� SEE CALCULATIONS U-2 FOR / \ �7W tab / -\ \_ / ° ° ° °\` \\ ° �\ e TURB E -_ 3.0 FT. BROWN SILT IVIL SIZES OF DRYWELLS \ I % / LP \ ° ° ° ° ° �, \ ° \ \\ 12 / IDW "tab"� \ 8x3.5 / ( 0 1 / LP \ EXISTING ll`�W° ° OJ NO: 8x5.5 l _ / \ / _\ I 0 1 /- \ I 4 ° ° , ° °IVE ° a ° IN \ 1309 9.7 FT. PALE BROWN F=INE SAND SP I ° ION "2 b"� \ / EXISTING �(O'T'E; \_ / //LP \ \ / �W °labs' GRAVEL °° NEW 6 AVI=L \� \\ y E-T DRAWN BY: UT 11.0 FT. WATER IN PALL BROWN FINE SAND SP \ 8x3. / DRIVEWAY I EX IN(5( 0 SURFACE ° ° SURFACE/ \ \ / GRAVEL SEE SHEET UI EOR \ / DRIVEWAY \ 8x4.5 / �.�� S I � \ / �' ° ° !f7W 'I� b'� \ �� CHECKED BY: WATER IN PALE BROWN FINE �StdRFCE / - \ SITE UTILITIES PLAN \` / &RAVEL _ PROP05ED LI ° ° \G ° \�\4 (� N'(' UTIO�( NS TO COARSE SAND SW II N SURFACE WATER R5 6 17 FT. z �W "2ab�' IDW "tab"� W " ab 1 ° p, PIS iZ }AGE \� �- SI PLAN DATE: June 7, 2018 COMMENTS: GROUND WATER AND HIGHEST _ / / / ° ° \. \ EXPECTED GROUND WINTER ENCOUNTERED 9i I / \ 8x3.5 / \ 8x3.5 4 ° \ \ \ / ° \ �° SCALE: 1" = 10'-0" 9.7' BELOW SURFACE, ELEV 20.8' W \ x5.5 \ / - O SHEET TITLE: #3- &RAL SURFACEII \\ WTEST HOLE rn \ 8 d 03' 30 W °° a. NO SCALE ASPHALT SURFACE I SITE \�-. BY MARK McDONALD GEOSCIENCE -i \ ° I �X15TIN6 P�ASE � ° ° \\ X S11VP P P 43 SOUTHOLD, NEW YORK 11971 ENTRY TO BE I CONTROL MEASURESORARY 4 ° �\ \ \ PUBLIC, WATER PLAN TEST HOLE DATA 5/26/16 ELEV. + 29.0 / I ABANDONED PROPOSED SILT FENCE \\\ \`. MAIN IN ROAD I 2.0 FT. MIX SAND AND LOAM OL N 86d 03' 3011 W 1850 DURING, CON5TRUGTIO ` \ SEE DETAIL 3-SPI � ° 5.8 FT. GREY CLAY CH 21 XISTIN � 1 1 t�RIYEWA= IMITS OF ` EXISTING PUBLI IN6 AND W STABILIZED SHEET NO.: LAND DISTURBANCE CONSTRUCTION 7 FT. WATER IN GREY CLAY CH WATER VALVES 12,000 SF ENTRANCE 5EE WATER IN BROWN FINE X15TIN6 FIRE HYDRANT DETAIL 2-SPI TO MEDIUM SAND SP EXI5TING UNDER&ROUN OLD NORTH ROAD 17 FT. ELECTRIC UTILITY LINE COMMENTS: GROUND WATER AND HIGHEST EXPECTED GROUND WATER ENCOUNTERED N- 5.8' BELOW SURFACE, ELEV 23.2' SCALE: 1 "=10-'-0" AMENDED BUILDING PERMIT SET REVISIONS: EXISTING BUILDING UNDER CONSTRUCTION PROPOSED ADDITION EXISTING BUILDING UNDER CONSTRUCTION PROPOSED ADDITION BUILDING BUILDING 5TRUC71JRE 40' STRUCTURE NEW GUTTER AND DOWNSPOUT EXI5TIN VERIFY CONCRETE FOUNDATION 1211 Q ALIGN - - — — — — — — — — — — — — — — — — — — — — — — z 771 M PROVIDE 12" LONG # I PROVIDE MASONRY: l I p REBAR ® 16" OG DROP IN VERTICALLY EMBEDDED FOUNDATION WALL ' = O AT ALL DOOR I I n AND MORTARED INTO OPENINGS I I n n tqCL EXISTING FOUNDATION TYPICAL I I I I t7R E Xx — w Q oUNU tM U ., z Z �- EXISTING I I I oi�v7x+v tb�� Hid r .w O x - 115�O�GE17 ROOFING W I I �D�•€� � A'�L �' � Z x A n 0 X : y O U. TRENCH DRAT I 6�� Z I I I ABOVE PROI(IDED� I r• — y a TYPI AL p BY OWNER INSTALLED BY I ' I I AT OPENING BETWEE I I CONTRACTOR ROOMS PROVIDE 12" I I O m LONG #4 REBAR ® 16" I I I �,� OG HORIZONTALLY r yNe; W II -- EMBEDDED AND 2 RI DG I D FDN INSULATION BELOW r:. I Q MORTARED INTO SLAB I I "�a [won EXISTING AND NEW y v y XISTING SLAB TYPICAL I I I I > Q EW GUTTER AND CONCRETE I I 0 J DOWNSPOUT FOUNDATION IE I I I O ~ O 1 117 II I z _ CONSTRUCTION/ CONTRAL JOINTS w Z p ~ Q I G,45E I I � PROP05ED LIJ STOR�ASE I - NEW ;,' W r- UNDER GONSTRUGTI ON I i l STORASE II � -50N R21, SAX E �f ABOVE: NEW 6" THK CONCRETE a� U I I SLAB W/ #5 REBAR @ 6" OG "- EACH WAY (5ET 2" OFF I � z EXI5TIN I I BOTTOM OF SLAB) SET ON . 1 I CONCRETE + _ COMPACTED GRANULAR FILL `- FOUNDATION I I I (DENSITY OF 05%) - GRADE SURFACE LEVEL FOR > INSTALLATION OF INSULATION AND CONCRETE SLAB ON COMPACTED GRANULAR 501L I ;' ad Z• TI 11111111 1 A II A5 I I 1. A 0) M A5 La m Lu f.. 0 a a N tL Il I we " UC, n a ~• U � E 18 THK co N• x24" A +` I GO G PIER I I � I t SE DETAIL 1 (1,41-p "B" TYPICAL GA5E 5TORA&F- UNDER CONSTRUCTION ®F N��y x 2" RIDGID FDN INSULATION BELOW SLAB }a D I PRO J T NO: II t 1309 DRAWN BY: x u I I I UT EXISTING I ROOFING " OVIDE MASONRY CHECKED BY: PROVIDE 12 LONG # x h N >:` NS REBAR ® 16" Or., DROP IN VERTICALLY EMBEDDEDbrJ DATION WALL ,}� m DATE: II I � - T ALL DOOR ' E I T AND MORTARED INTO m June 7, 2018 ( 1 ) OF::N NG EXISTING FOUNDATION OPENINGS ` SCALE: TYPICAL - - - J 4. - 3/16" = 1' - 0" — — — — — � -��• N SHEET TITLE: Ifl- H Y < PRODUCTIOP ALIGN :211 " OVERHANG VERIFY ALIGN BUILDING NEW GUTTER AN TYPICAL EXI5TIN VERIFY 10'-5" 10'-I" FO U N DATI OIC CORNER OF DOWNSPOUT XISTING CONCRETE BUILDING WITH CONCRETE FOUNDATION 40' FRONT YARD FOUNDATION SETBACK - ROOF P LA I' VERIFY TO ARCHITECT SHEET NO: r NO ROO L "A' H, - TION PLAH Alt film & I SCALE: 3/16" = V -011 SCALE: 3/16" = V -011 AMENDED BUILDING PERMIT SET REVISIONS: EXISTING BUILDING STRUCTURE BUILDING UNDER CONSTRUCTION PROPOSED ADDITION 11'-4" PROVIDE 12" LONG #4 REBAR @1 -70' rPROVIVE SMOOTH VERTICAL EXISTING 16" OG VERTICALLY EMBEDDED CONCRETE SURFACE AND MORTARED INTO EXISTING TRAN51TION (RAMPED) 3O, FOUNDATION TYPICAL 40' WITHOUT A STEP OR LIP TYP NEW 4" THK la'-6" 10'-5" a'-I" I' LOCATE GONG SLAB SINK EW 4" THK 4'x4' " GONG SLAB EW 4 THK EXISTING 05E BIB GONG SLAB " THK GONG X 4'x4' M H X �� EG 3/4" LINE A 4'x21' RETAINING Q rn E IP o E I P ALIGN WALL n Z 30.85+ ''ie O •�i-`=y,.`'- =nvar_�.' sSf$1lit:'' a%i A^} — '�. >+ O E T EXIT EFIN FLR LEV 31.0+ (2)8xbxl/2 ST \ 2)6xbxl/ cM: TW 3' .5 EXIT EXIT ANGLE5 OR YO 24\` STL " V OPO DOOR OVERHEA / I6 GG ANS N UP I O R 12 h x 14 w ( ANGLE5 Wf' �,� BA HROOM I /I I EX I T-1 *z,. INTER10 DOOR I G ANS UP = / I O LEV A EXIST BA OM = OSE BI POO 5EE INTERIOR EXIST 1- / / 3/4" LINE � ELEV AS OOR5 > / HOT 4 �- EXIST GA5E / GOLD W OOP, I •� PROPOSED PROPOSED STORAGE HVAC \\ // O Z PROPOSED UNDER I SUPPLY \ 35 HALL STORAGE OEE I GE GON5TRUGT I ON ABOVE ONSTRUCTION/ W OCCUPANCY: 5 OCCUPANCY: B — _ — —\ _ / _J -� OCCUPANCY: B GONTRAL JOINTS EXIST 641 s . ft. 418 s ft. 430 sq,. ft. OCCUPANCY: 5-2 1 ,� PROP05ED a FRO a' 5 occupants Industrial `; GONG PAD LAB 7 occupants OFFICE d N EXIST 2 occupants Business area: Acc storage: ALCOHOL TURN AIR ;x Business area: O -1 g � LL 100 gross � rn POO 300 gross 100 gross CONTENT DUCT / (' Z DOST 1695 OR OSE BIB / y ALCOHOL _ X CONTENT OPOSED LE55 rn HOT I GOLD / OVERHEAD,-' /MK I , NPI AL _ 1695 OR O X EX TING x X 3 HESE x LESS �, STORAGE �, � (n -J CP O OVERH D DOOR O U) y�P POWER CORD / -- O — — — — .-- — - MENNEKES I / : EXIT EXIST EXIST EXIT rl� ME430GaW O m EX15T EXIST TANK TANK � �`� \ � \ w: W TANK TANK 11 I EX15T \\ `fl Q OVERHEAD EXIST II EXIST EX15T I DOOR CENTER LINE OF \ \ tr' O I TANK I O SLIDING OVERHE OVERHE EXISTING AND AT PENIN& BETM ABG FI DOOR DOOR DOOR NEW OVERHEAD \\ ' _ ROOMS PROVIDE 12 N ,�+_ LONG #4 REBAR ® I6 ABG FIRE I EXTINGUISHER c� �� DOORS A6,G FIRE G HORIZONTALLY EXTINGUISHER .,� L EXTINGUISHER EMBEDDED AND / I n/ Z G VI=R D EXIST — LMORTARED INTO / J ONSTRUGTION/ TANK EXISTING AND NEW / /�(V < GONTRAL JOINTS F— Q ME.GH EXIST ABG FI SLAB TYPICAL / r jL TANK EXTINGUISHER ABG FI NEW 6" THK P.G. SLAB W/ I / x EXTINGUISHER #3 REBAR a 6" OG EACH I / r W WAY (SET 2" OFF BOTTOM 2 ZONE HVAC UNIT IN ATTIC, W OF SLAB) BET ON I _ \ _ ABOVE HUNG FROM ROOF EXIST E I T E I T COMPACTED GRANULAR F \ \ TRUSSES - PROVIDE TANK GH CH SOIL USE 4000 P51 \ \ OFTX12FT 5/8"THK PLYWD - DRAIN D IN CONCRETE IG \ I SUBFLOOR W/ 24" SQj: _ O EPDXY FLOOR FINISH SU LY INSULATED ACCESS HATCH EX15T PITCH 1/8 /FT DN ,#.. TANK PITCH I/8"/FT DN AU 1(E I ( > dJ Z p X EXIST � INSULATE x � TANK ACCE55 YI HATCH ABOVE / I a A z• EXIST L — -- PROP ED TANK PROP ED PROPOSED CASE PRC�P05ED I—i cna � C s. M EXIST TA BARREL ;ZOOM BOTTLING STORAGE EW I \ ONST RUCTION/ =sem -J �' o TANK UNDER CA5E GONTRAL JOINTS ti;� o ? E RO OCCUPA Y: F-2 \ CONSTRUCTION STORAGE;. - OCCUPANCY: F-2 .syr W J e " OGGUPA Y: F-2 1,3x8 ft. 1,436 scL. ft. \ }' W Z R. ¢ Z u 2,142 ft. 14 occ ants 15 occupants OCCUPANCY: 5-2 Z OCCUPANCY: 5-2 \ \ W• Lo L g 22 occ ants Indus la04 3,565 s ft. a N 0 Industrial 2,ba5 sc�. ft. �l \ VERHEAD N Indus lal EXIST IDO ss 100 gross 27 occupants p/ 36 occupants \ I LIGHT FIXTURE uJ� 100 g ss TANK ALCOHOL Industrial 0, \ TYPICAL Industrial ALCOHOL 100 gross EXIST ALCOR)L GON T CONTEN10o gross g t�� E 18" THK x 4" W TANK CONTENT 16% 695 OR ALCOHOL v ALCOHOL /� I �= GO G BLK IPIE SEE � �� 1646 LES LESS CONTENT z CONTENT MK JLk DE AIL "B" TYP GAL LES 16% OR � 16% OR OVERHEADiv V LESS /_� ' d LE55 F- 3 PHASE / Z TJ!Y POWER CORD �• EXIST - MENNEKE5 I / ��/X S GONG PAD EX15T TANK ME430GgW LAI OF N�yg, TANK I \ a°� ��P �. 1,C Y TURN AIR Z C/ �: �� DUCT \ W \ F E 12 xlb CONC BLK \1 1.,;� L TYPICAL, ASS '�' 7� � man ��. L, AS PER 015 \ A°=�: IE SECTION 0,902.2.5, EXIST I 7a B5 PER SQ FT. TANK EX15T ONSTRUGTI ON/ :F TANK GONTRAL JOINTS , is 01'g PROJE UO: EXIST HX/AG TANK 1309 XISTING ELECTRIC SUPF�LY SUPPLY \ ' LINE FROM EXISTING I //ABOVE // \I DRAWN BY: EXIST ELECTRIC, PANEL AT / / x UT EXISTING BOTTLING ROOM I\ b TANK / �;` EXIST � \ � CHECKED BY: OVERHEADOP05ED R FOSED i �_ I \ fig _ NS EX15T I DOOR — NEW V IRE Z� ' 3/4 LINE m DATE: TANK XISTING — — — — — — — // \ \ 11 HOSE BI m June 7, 2018 ELECTRIC � EXIS PANEL WATER 4 EXISTIN 6x80 — — — \\ SUPPLY �� U (r ELECTRIC — EXIST 1 D NOR 2 hE X140 w \ 12 6xT SCALE: LINE ,� x o I I " ) 6x1/2 p . 3/16" = 1' - 0„ EXISTIN W Q' PANEL OVERHEAD L — — I FIN FLR WP (2)8xbxl 5Tt — 5TL WP ELECTRIC q / DOOR EXIT I I LEV 31.0+� NGLES SHEET TITLE: EXISTING PANELS EXISTING 0 EXISTING / t ,. _ / 1 s EX-IT1 OVERHEAD DOOR EX I T OVERHEAD DOOR EXIT OVERHEAD DOOR tt ' `14" a - �; 11 -P�`�'•�"� >..?5i e. :-}-'� — — — — — f4�a�F.� ..F,� PRODUCTION Wm �x / rn 30.8+ + T 5.5 BUILDING W rn rn O N HOSE BI A x X x x x 3/4" LINE ALIGN CORNER OF O �' -Ni la'-6" 10'-5" BUILDIING WITH FRONT FIRST F LOO F 5 YARD SETBACK - 71 -4 30 40 ROVIDE SMOOTH VERTICAL VERIFY TO PLAN EXISTING BUILDING UNDER CONSTRUCTION PROPOSED ADDITION CONCRETE SURFACE ARCHITECT 70' TRANSITION (RAMPED) T O T A STEP OR LIP TYP- 141'-4" SHEET N O: PROVIDE 12" LONG #4 REBAR EW 6" UNDERGROUND LINE W OUTDOOR LIGHT " THK GONG I6 OG VERTICALLY EMBEDDED FROM CLEANOUT TO EXISTING FIXTURE SEE SP3 FOR RETAINING WALL n AND MORTARED INTO EXISTING / WASTEWATER SYSTEM ADDITIONAL OUTDOOR LIGHT FOUNDATION TYPICAL FIXTURES AND SPECS r4j"' FL00 " mLAN W I R" A SCALE: 3/16" = V -10111 AMENDED BUILDING PERMIT SET REVISIONS: EXISTING BUILDING STRUCTURE BUILDING UNDER GONSTRUGTION PROPOSED ADDITION \ 71'-4" 30' 4o' 10 EXISTING 10 TAIR TO FIRST FLOOR TRAVEL DISTANCE 72 PROVIDE 12" LONG # 36 WIDE, VERIFY MIN 7 REMOTE LOCATION ON REBAR ® 16" OG RISERS, MIN II" TREADS FEET FROM VERTICALLY EMBEDDED SECOND FLOOR TO AND MORTARED INTO EXTERIOR OF BUILDING EXISTING FOUNDATION AT GRADE LEVEL TYPICAL . a z ,' a.r'-� ' Nth e :,��`'f.;s�"" ` h Fa. '. �; 5.,.!','f`.>yi' "_ .,+�+e_� i - A -"`��?'`Svs`' r, 1,wr- ,4 .`,, gi.:5kk-u V'".i tt, I:J: :• n 'l''''t O tiV .i• :'.:v �+ :ri,'°.0 5 LING;`r¢�'I`' �l'..sy? j., i7,Y, I _�5�.,. F EXIST \ V DN Ell OOR RAILING, VERIFY TAIR TO FIRST FLOOR , MIN 42" HEIGHT 36" WIDE„ VERIFY MIN 7" `} Q P�OPOS X U ILIN6 AT RISERS, MIN 11" TREADS O GG/SNS I d — ATTIC, VERIFY � RAILING, VERIFYE36-- �OOM p N T MIN 42" HEIGHT a MIN 42" HEIGHT POOSED EMPLOYEE W C "LUNCLE " z z �- EX 1 ST I NG I G MINIMUM FLOOR LOADING IN a O 2 1 STT I G / PROPOSED EMPLOYE W LOUNGE Y;� F- LU TO MEET 100 LBS P� FT u z NON HABITABLE / VERIFY W/ ARGHITE!rt , �_. ® Q EXI5TING FLOOR STRUCTURE TMz U. XISTING HOT WATER � OCCUPANCY: B �, HEATER - TIE IN NEW / PROPOc.�ED 848 sq.. ft. Z PLUMBING LINES FROM / a occupants ;'. NEW CASE STORAGE STORAGE Business area: ABG FI Q 100 gross EXTINGUISHER }= EXIST EXIST EX15T EX15T m WINDOWS WINDOWS WINDOWS WINDOWS O W 'lt�% p� a 0 C z Z W C� I— �- C Cn ♦V^ x r � W W T XISTING HVAC UNIT ,-HVAC UNIT IN ATTIC IN ATTIC ABOVE ABOVE HUNG FROM : Cl 0 ROOF TRUSSES - a w PROVIDE 8FTx12FT 5/8"THK PLYWD Z 5U5FLOOR W/ 24" 50 0 Z' INSULATED ACCESS4$ N HATCH X lul '. 06 Z• } /) r 0) r r � prR J �• 0 � Q O 1.1 A5 W J• w z w NE _ F Q Z u PROPOSED PROPOSED PROPOSED CASE w• a N O PROPOSED T I E LU• X TANK BARREL BOTTL I NS STORASE NEN ROOM ROOM BELOW UNDER GCSEY a ~' U BELOW BELOW CONSTRUCTION 5TORAGE `n Co' y�1 BELOW �t C. OF EFIV co S'F O NEW 12"x1 ' 4 GONG BL WALL TY1110AL C 01op ' ,1 PROJ ` T NO: 1309 DRAWN BY: UT CHECKED BY: NS DATE: June 7 2018 SCALE: �F. 3/16" = 1' - 0" SHEET TITLE: 'y.til`Fi,4>��R\e, `• •«x`'f}:: ate' -,:J'y..'-/t �.'�if.',}1�.„r��-�r'IYP.. �. �� 1. ��"'vw1 S �':t'.h't. .Y:, .. 3 R r-0`�;.a' .I.i r..,„ �:. YiM1 p�y P R O D U C T I O r PROVIDE 12" LONG #4 REBAR BUILDING 16" OG VERTICALLY EMBEDDED AND MORTARED INTO EXISTING FOUNDATION TYPICAL SECOND 30' 40' EXISTING BUILDING UNDER CONSTRUCTION PROPOSED ADDITION FLOOR P LAS 141'-4" SHEET NO: %NZjh) E= U0ND FL001�% PL A`4 N SCALE: 3/16" = 1 ' -0" AMENDED BUILDING PERMIT SET REVISIONS: FAB RIDGE VENT CONTINUOUS Q z EW GUTTER AND 0 DOWN5POUT F- w (� `r 0 x8 FASCIA BOARD TO N 0_ MATCH EXISTING TYPICAL Bitp O a NEW STUCCO . .. - Q � w - SIDING TO _ z _ M ATCH O EXI5TING INING W O EW RETA Q � z WALL n u- z - - - — to _ Z t L EVAwk�l 0 H_ p m — w /NEW PREFAB SCALE: 1/8"=1'-0" RIDGE VENT Q CONTINUOUS Q FROF05ED ADD ION BUILDING UNDER CONSTRUCTION EXISTING BUILDING STRUCTURE Q -J :12 ROOF O �"- Q PITCH VERIFY z EW Ix5 $ Ix4 RAKE BOARD TO MATCH "1:12 ROO W z EXISTING TYPICAL PITCH EXIST XISTING Q EW VENTS TO EW ROOF MATCH EXISTING SADDLE FULL VENTS LENGTH OF XI N ROOF I W x TO MAT-611 E)OSTIN67 ON 15# Lu NE GUTTERAND ® PLYWD. 5HEATHING'f ® CEDAR SIDING ® ® ® EXISTING CEDAR 51DING ® _ DO NSPOUT W Ix4 EXISTING CEDAR SIDING Fvn TRIM O _ U N NEW STUCCO 51DING NEW STUCCO - ~ - TO MATCH EXISTING 51DING TO N X O MATCH.; ui m NEW IXXIST(NG TOP O N PV;G TRIM EXISTING EXISTING EXISTING EXISTING RETAIWNAItiL - 01(ERHEAD DOOR STUCCO STUCCO STUCCO STUCCO ❑ ❑ 2 y� ❑ ❑ SIDING SIDING ❑ ❑ 51DING SIDING ad Z9 I �I I TIN NEIN � Q� �t 1L RETAINING I -J �• o WALL ❑ lull I o > W -'�� w z w a ~ Q Z u We x � ui v Q in O v - W• N U r WIN co �� L L ON- SCALE: 3/16" = V -0" EW PREFAB �P RIDGE VENT 5 `� �' SA�c�`o�g EXISTING BUILDING STRUCTURE BUILDING UNDER CONSTRUCTION PROPOSED ADDITION CONTINUOUS �- e? 7:12 ROOF EW VENTS TO MATCH �C� 017gy PITCH EXI5T 6:12 ROO EXISTING PITCH VERIFY EW Ix8 Ix4 KE XISTING BOARD TOMATCH PROJEC VENTS EXI5TING TYPICAL 1309 ISTI W ROOF NEW CEDAR SHINGLE 51i71NG INDO SADDLE FULL TO MATCH EXI5TING O EW GUTTER AN DRAWN BY: ® ® ® ® LENGTH OF ® ® DOWNSPOUT (�-�- ® EXISTING CEDAR SIDING U ROOF e EXISTING CEDAR SIDING CHECKED BY: NS EXISTING CEDAR SIDING - PV iM ATE. a 7, 2018 U INDO INDO ��u W SCALE: EXISTING NEW STUCCO NEW STUCCO > 3/16" - 1' - 0" STUCCO SIDING:TO. SIDING, TO O O SHEET TITLE: _ SIDING MATCH MATCH - ---------- --- - EXISTING EXISTING EXI5TING EXI571NG TOP OF m O - EXI`-MN XISTING STUCCO STUCCO d��D�� -- B m P RO D U CTI O P N _ _ _ — RETAININGIN w ❑ ❑ OVERHEAD-DOOR STUCCO OVERHEAD--DOOR SIDING 51DING ❑ ❑ EW GU.fTER AND VERHEAD-DOOR WALL ISI SIDING ❑ DOWNSPOUT ❑ ❑ EW ix4 BUILDING T,IN _ a ❑ � ❑ PVC TRIM . ELEVATIONS. ❑ ❑ N I SHEET NO: EW RETAINING WALL n 0 1 L_ A- E U � 'U`u � L `V ON SCALE: 3/16" = 1 ' -0" AMENDED BUILDING PERMIT SET REVISIONS: EN RIDGE VENT CONTINUOUS 6 : 12 ROO REF�B TRUSSES FOR HY,6%C Q PITCH VER 1 FY LOGIT I ON VERIFY LOCATION AND � GUANT I TY Vel I TH ARCHITECT Z � ROY I DE 24"N METAL YALLEY Elul ASPHALT ROOF SHINGLES ON Z Q FL, SH I NG TYPICAL '� SO# BLDG. PAPER O 4" O Z N �/ PLYV�ID. I— m W EW ROOF SADDLE FULL LENGTH � ` 7 ON PREFAB TRUSSES. 1 Z OF Root=, EDM RUBBER Root= � � MEMBRANE ON 50# BLDG. PAPER I I I TRUSSES TO BE BR�GED ,�S PER Q 111110111 O ON S/4" PLYV�ID. ON 2x6 ® 16 " I ( I I MANUFACTURES SPEC � o I— I EE NALL SEGTIONI II V i I I I � � II II ,46 ZO II II PREF � Q I TRUSS \ I I Q CL o X24 OC I I � W OZ O Z = y:�X '� ��'�\ - � �X� � x ^�� .� X B" 0 ERHANG W H �; " SLUM GUTTER ON PSG l x X � XXXy XXXXX X x. X y ,x. X X X y x X '� L X X X x• W \� FSG I� BOARD _ � X11 R—SO BATT I NSULTI O TOP OF ~' Vel I TH 5/8" TYPE "X" GYfi 5D TOP OE O MASONR"1' i; —SO BATT INSULATION , MA50NRY � X I STING ROOFVoll TH 5/a TYPE "X" GYP BD i AND CEILING STRUCTURE TO EXTERIOR NALL: PROVIDE 2 " THK REMAIN X I ST I NG GMU WALL Vel/ PROPOSED NEVI NEVI 12"x 16" GONG 5L< tw,, CONTINUOUS R 1 G 1 D I NSULAT I ON Vel I TH EXISTING PAINTED FINISH z CASE STORAGE1/2" GDX PLYV�ID 1/2 " MDO PLYV�IOOD NALL, MASS NALL, AS PER EXISTING . ;' 201E IEC, SECTION 6402.2.31 NALL STRUCTURE \ '� — n -7�l LBS PER SQ. FT. °d Z• TO REMAIN � X � v EXTERIOR NALL 12" THIG cn a• CONCRETE FOUNDATION �— �• o '�`< PROVI DE GOMPGTE - E— GSE ks)— �- Wo } 4 X }- _ GR NUL R FILL (DENSITY OF %% }- _ = w Z 11_I Q✓_ ,,,-o - � a LL STORAGE ju TRENCH DRQ I N PRO�I DED BY OWNER % ' 1.L � Q N a UNDER 015%) AS REGU I RED - GRADE _ INSTALLED BY GONTRAGTOR w " = r m �u p✓_ NSURFAGE LEVEL FOR CONSTRUCTION ,; � EN 6" THK P.G. SLAB W/ #B REBAR " TOP OF CONCRETE m >' '� INSTALLATION OF INSULATION � FOUNDATION +BE.E � `�• AND CONCRETE SLAB © 6 OG EACH NAY (SET 211 OFF y BOTTOM OF SLAB) SET ON PROVIDE 3/4' . : _. GRADE ELE� +3E.0 TOP OF ,' COMPACTED GRANULAR SOIL USE EXPANSION JOINT : \ \ \ F7\ 4000 PSI CONCRETE EPDXY \ F I LLER THERMAL \ / EXISTING '' \ \\ OF N� '� FLOOR FIN15H SH PROS <.�° / // / // / �� 1. CONCRETE L IDE SV�I GUT BREAK AT ALL 's= ;' , \ \ \\ �/ \� - �� 4.sr °� JOINTS © 20' EACH V�IY Y \�\ / \ \ p✓_ �O� SLAB \ EXTERIOR V�I�ALLS /A AL I GN FLOOR' HE 1 GHT , 4 PITCH I/8"/FT DN PIT H 1/0"/FT DN - \ \ TOP OF GONG o r X r , r f i _ _i. •r`^.' \ / / \ SL,ABT FIRST i \ \ \ / / /�\ ;\\\\�/\ • \\\\\\\,'\\\\\�.�\ \,\\\ \\. \. \\ \\ \\\\\ \\\\\, \\ \•\\\\\ \\\ \\\\\ \\ \\ \\' �\\\\\ \\\\\, \\ \\, \\:\\\\\\,. \\. .\\\ . \\ ,\\ .\\, \\ \\ \. ..\\\\\. \\ \,;\\\�\\\\ \�'\\\ \\\\\ \�\\//\\\\\ �'\\\/\ �\ :':£i>`w:Y: / \ \ // /. X FLOOR ELEY +51 .0 PROJECTNO: \\\\/ \\\/\ � ;. ,\ \ \ \ \'. \ \ \' ' \ \ \ / \ \ \ \\ \ \ \ \ � \ \ •rrw� / \ \/\/ \\ 1309 xxi , \\ i . ; \ , / i / \ ; / �// // /\ ' � / / / "\ // / /' \ / / / /' / // '\,/�� /fir % n! rr /. / //, / � / :�`�;fi=�: � / / , / DRAWN BY:AGT11D TO \\\\ \\ 2 THK XPS ,RIC�ID\I\fi�ISUL �'1ON /\ r \ /\ UT \ TV o \ \ \ �\ \/ \� \ �/ \ \\ \ \\/" \ \ :::,:`±_::: .. ;.- %\ \\ \ CHECKED BY: \\\ \ INS DATE: X\ / \\\ \ ` \\��\ �\ �� / \ \ / \\ �� / \ �� \ / \ \ \ \ \ \ \j June 7, 2018 i, / \/� \/\/\/\/ / SCALE: il EN CONCRETE 1i2 1 0 SHEET TITLE: FOOTING SEE WALL PRODUCTIOP SECTION ,A6 BUILDING Bu LID H %w V4 LICZ %2p 0 N SECTION SCALE: 1/2" = V -011 SHEET NO: AMENDED BUILDING PERMIT SET REVISIONS: NEW ASPHALT ROOF SH I N&LES ON 30# BLDG. I— PAPER ON 3/4" PLYWD. ON PREFAB TRUSSES Q PR FA i 5/8" x 15" ANCHOR BOLTS 0 RU II ® 32" OG Z (2)2X6 PLATE Q 6" ALUM GUTTER ON IXIO Z PVC FASO 1 A BOARD Im w ® Z TOP OF MASONRY 0 ;� i JlowR-30 BATT INSULATION WITH g " n II x i , .jA.•� K, , /8 TYPE X GYP BD ,y N 08 I U) VERIFY W/ TRU55 FABRICATOR � ,�°' •:• ; PVC, SOFFIT T FOR HOLD RFQU I RMENTS RIM PROVIDE — CONTINUOUS SOFFIT VENT _ 0 II / #5 RSBAR ® 16 OG FULL HF I GHT OF WALL I �1TERI OR ; ,/ , , , 12: 12 PITCH ON PIER W/ GONG / STUCCO FINISH �- /, r- USE STEEL ANGLES FOR STRUCTURAL � ❑ PROVIDE LINTEL BLOCK uJ % HEADER SEE PLAN FOR S 1 Z I N6 j !%' W/ (2) #4 RSBAR ® � Q r PROVIDE cl GAGE TOP OF MASONRY CONTINUOUS s _ ' '' HORIZONTAL REINFORCEMENT x. \ i / OPENING AT DOORS NEW 12"x 16" GONG BLK WALL, MASS W N ALTERNATE LAYERS WALL, AS PER 2015 IEC, SECTION W �— 0402.2.3, 7� O LBS PER SQ. FT. c ALL STEEL TO BEI- �/ , EXTERIOR �- &ALVAN ZEDO EXTERIOR WALL: PROVIDE 2 THK X '/� PROVIDE DURAWALL I� CONTINUOUS RIGID INSULATION WITH v / RE I NFORG I N6 EVERY p/ 1/2" CDX PL1'WD $ 1/2" MDO PLYWOOD OTHER COURSE TYPICAL NEN IS" THK x 24" W GONG X BLK PIER BEYOND SEE[low A 1;)F-TAIL "B" " - ' " va/s/ % HEI6HBAOR ® 16 OG FULL SCALE. 1 - 1 - 0WALL GROUT CELLS I- v 50L I D 32" SPL I GE TYP I GAL /'' #� REBAR @ 16" OG SET INTO } z• PROVIDE 3/4" EXPAN510N JOINT FILLER . ; % CONCRETE FOUNDATION GROUT co a• CELLS SOLI D op THERMAL BREAK AT ALL EXTERIOR WALLS / j� -J29 o TOP OF GONG FOUNDATION NEW 6" THK P.G. SLAB W/ #3 REBAR Com? 6" OG ON w �• Q Z u EACH WAY (SET 2" OFF BOTTOM OF SLAB) ELEV +35.5 D . _ w v Lo GRAVEL SET ON COMPACTED GRANULAR SO 1 L USE GRADE VERIFY TO ARCHITECT w a " o DRAIN 4000 PSI CONCRETE EPDXY FLOOR F I N I SH \ \/\\�\, w• N oil MORTAR TO PROVIDE SAW GUT JOINTS ® 20' EACH WAY ° \ \ \ \ = Z IL 8" THK REINFORCED ° Z II \ \/\/\/\/ ' vi c�• x 'a GONG RETAINING WALL MATCH X O 8 • /\ / / /� �/ / \ W/ #5 ® I 2" EACH WAY EX 15T1 NG — PROVIDE COMPACTED GRANULAR FILL (DENS 1 TY O \ \\\ \ \\ \ • BUILDING WALL q5%) AS RE2U I RED - GRADE SURFACE LEVEL FOR / \/ \ \ + } Q INSTALLATION OF INSULATION AND CONCRETE SLAB ONO SLAB AT FIRST LO PROVIDE W�.EP • / /' ; : r. .�P / / II // /\ , :♦ .' / \ F .O o \ O LEV +3 If HOLES I P\ G ON FINISHED 51DE AT 48 OG WITH 12"' THICK ;; / , j ".� \ NEY� I THK x 24 W �� ~ /� / /\\/\ /\�` \ \ \�/\� • / / GON ETE PIER BEYOND GRAVEL AND FABRIC, FILTER ALONG BACKX ��/ ; /` / / \' /\ / •:. •:r \ \SEt\ TAIL II B II SIDE OF WALL 11J — //, / / �, 2 THK XPS RIGID I N5ULAT1 5 R AR @ 16 OG SET �/ 3 #5 REBAR \ •a ROJ NO: / ONO FOOTING - IL vlo � , \ \ 309 ` \ % /� II / II DRAWN BY: CONCRETE FOOTING /" / %� /\ / ; / / I /5c 6 GONG FOOTING Lu FOUNDATION UT CHECKED BY: NS REINFORCED GONG— - / 24" SPL I G / DATE: FOOTING W/ �a ° a ° ,;!/ �`! , • :i: : y / \% #5 @ 12" O.G. EACH - June 7, 2018 a li , // , \ a ... / \ / SCALE: •.°°� � - 011 (5) #5 REBAR \ •:y;:' <: ;.•• •;. SHEET TITLE: CONTINUOUS \ / PRODUCTIOP AND I6 \\ �I_611 \// '�/' `�' / ` UNDISTURBED SUBGRADE BUILDING a 6A6E HORIZONTAL REINFORCEMENT IN DETAILS\--� \` ALTERNATE LAYERS r% Ems SHEET NO: E N ,%vj0%0- Bs L Ir'I'r P I Elmol" L A% N R ITAIN 11" mu WALL ul"t—mm"Im IL- m WALL %jr. UTION (N.T.S.) SCALE: 1" = 1' - 0" SCALE: 1" = 1' - 0" AMENDED BUILDING PERMIT SET REVISIONS: Aug 11, 2017 FR01'0ED 36 " EXIST EN 6R�5 E ST I GG/�N I DOOR 5a 5tNR5 TYF T ET ATHROO 12" 42 " NEW IDIOM 5- , E- EJ�I TOILE GRAS I 24x56 I ST 8 56 \\ z PAPER OARS 8 IRR DOOR DISPENSER T`I'P / 5 FT CLEAR � O / TURNING F- "toy" max x x 11 I I I p •E 'E .� I I i X I ST I NCS O m _ - _ E •� NEW I A m 't _ O _ _ _ SINK I I I WASHER cj) a m r - � — DR`I'ER Z W O ' �-- •- - m m r • •d- _ _ — — N I RELOCATED 0 Z lie �— LU _ � W NORTH 5 WEST g SOUTH 7 EAST 6 ICC/AINISI ATH OOW01"UREINIS ® ° z 0 U. SCALE: 1/2" = I' -011 < C,0 0 Z O cl) Z NEW GRA 0EN immissimi w S.�RS TYP TOILET F- O ROI='O�EI� 5� PAPER EW SIN< � Q DISPENSER E ST ICG/ANSI LOCATION > - 12" , 42" 5� T ET WALL HUNG 0 0 J >��w NE E T _ � S�THROOM Z cn O 24x56 GRAS 1(1 I MENS SETH _ =1(V IRRo SIRS 18 DOO — 1 1 W Z M cSJ — • 4 E ET GLEAR / F= O TYP TURN I NCS � � � 5l EXIST � � D 1 AMETER DOOR X CjrtOcl, W _ " max �_ � � � � � — — _ •E EMOVE EX I STING _ �- `� •� m r = m m r •� m 51N< i=1�TGH WALL 0 - N '� N - E AS REaU I RED 0 ki 11 1CCIANS1 tsm NC)_ 1 WEST 4 SOUTH 3 EAST 2 SCALE: 1/2" = l' -011 06 Z. n cn Q• m s a J no c y Q O M W -�• w _z 3 x W QZ LL I`'ROi� SED = we U LLT " a � o � -- X15T1NG I GG/ NSIW. N I WALL TO SE0. Sa " EW 6RAS I I REMOVED 5THRO &m_ cn cn• SARS 71'i= 1 1 2nd FSR 12" 42" \ EW TOIL New NEW I I / 5 ET CLEAR 24x36 6RA5 I 18�� 15T 9 I TURNING �,�s OF NE�,� PAPER IBRO SARS 1 I DOOR I DIAMETER E DISPENSE TYP I I J7max x I I-1 - m ' _ = 1= Irt - � XISTING si WALL TO SE - ROJE NO: REMOVED 1309 IN DRAWN BY: UT NORTH g WEST SOUTH EAST CHECKED BY: NS ICC/�► SIBATHROOM 2nd FLOOR DATE: June 9 2017 SCALE: 1/2" = V -011 SCALE: 1/291 = 1' - 0" SHEET TITLE: PRODUCTION NOTE : BUILDING ALL TO I LET ROOMS TO MEET I GG/ANS I STANDARDS FOR BATHROOM AGGESSISLE DESIGN AND THE 2001 f REVISION OF IGC INTERIOR AWN,I, AGGE551 SLE AND U5A5LE SU I LD I NG5 AND FACILITIES (PRODUCED SY THE AMERICAN NATIONAL ELEVATIONS STANDARDS INSTITUTE OR AN51) SHEET NO: BUILDING PERMIT SET REVISIONS: STRUCTURAL REV i Elul B)" STEVE MARESGA, PE 155-0-7 WEST MONTAU< H I GHNAY, HAMPTON BAYS, NY 110146 PHONE 631 -128 cf4aO SIMP50N LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: ICE 5HIELD UNDERLAYMENT PRI MART OGGUPANCI': loll NERY REQUIRED - 24" FROM EDGE ( F-2 L.oW hazard Factorg Industrial) DESIGN IN ACCORDANCE WITH F- PREFABRICATED TRUSSES 2015 INTERNATIONAL BUILDING GODS (3RD PRINTING) Q ® 24' 00 OR 2X12 R.R. ® I6"OC AND SECTION 2305 - CONVENTION LIGHT FRAME Z HEIGHT CONSTRUCTION O HNATE POSTION URRICANE CLIPIUSE °F 55-0" MAXIMUM GROUND SNOW LOAD - 45 P5F. V 51 MPSON H3 EMPLOYEE LOUNGE - 100 P5F. LIVE LOAD co C WIND SPEED - 150 MPH (n O CLINAI �' P H2 HURRICANE FIRE AREA RISK CATEGORY 11 Z w RAFTER TO STUD. - TYPIGAL ALL RAFTERS F-2 Low Hazard Factory Industrial SEI5MIC DESIGN CATEGORY - B 0 W LL Z 5 - ad NAILS EACH END BUILDING AREA: 12,6C15 SF WEATHERING - SEVERE COORDINATE W/ ARCHITECT CLIPS FOR TRUSSES ii Z x APA RATED PLYWOOD TO FR05T LINE DEPTH - 36 Q EXTEND TO TOP OF TOP PROVIDE ad COMMON PLATE. NAILS ® 4" O.G. AT TERM I TE - MODERATE TO HEAY`i' SHEATHING.EXTERIOR ED(5E OF ALL DECAY - SLIGHT � O TYPE OF CONSTRUCTION IGF_ 5HIELD UNI7ERLAYMENT REQUIRED - YES Q u_ Type 5E3 construction 06 o Z C ZJ 0 -3 m GENERAL NOTES Q W I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWA6?E DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2015 INTERNATIONAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE (3RD PRINTING) AND LOCAL WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O O AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN Z F•- C 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE 2015 INTERNATIONAL ENERGY W (1) _ 3/4" PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 5500 P51 CONSERVATION CODE (2ND PRINTING) O TO OVER LAP BOX BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE 5TAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Z LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. C 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE to 0) DOUBLE TOP STAIR AND FLOOR OPENINGS POSTS AND PARALLEL DESIGNED AND 5PECIFIED BY OTHERS. 2 x 6 ®16" O.G. PLATE PARTITIONS EXCEPT AS, NOTED � STUDS TED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE W 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM I,j,1 FLOOR BEAMS. SPACING NOT To EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. _ 6. ALL DIMEN51ONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND � WRAP + NAIL STRAP VERIFIED BY CONTRACTORS) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER O AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AND OWNER. AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A 501L IR. DO NOT BACKFILL AGAINST FOUNDATION WALL5 51MP50N M5T2-1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE 5LA55 TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ), POSITION NEAR BdINAILS @ 411 OTO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad Z . r• '-. ;• RELATIVE DENSITY. c 21. SMOKE DETECTORS AS REQUIRED BY THE `4 '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE cn Q . r v 2 - #5 REBAR '" nf%?°?-, 2 x 6 SILL PLATE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING) ti A.,O TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER Y BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ° � 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION J � �N a o� SEE FOUNDATION DWG. - �.�,-, MINIMUM OF 2-2x8 OR AS, SHOWN ON DRAWING. O>-" FOR DE516N. tl; ``'' 5/8" x 12" A.B. ®48" 00. REQUIRING A BUILDING PERMIT SHALL MEET THE LuvOE z: w/ FENDER WA5HER. 8. PROVIDE FIREBTOPPING AT ALL LEVEL 2015 INTERNATIONAL BUILDING GORE (3RD PRINTING) -< z PENETRATIONS ME w � •V 23. THE BUILDING CODES ALSO APPLY TO ACCESSORY W w,,, q. PROVIDE FLASHING AT ALL ROOF BREAKS, STRUCTURE DESIGN. a N 0 CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS W • N 0`� AND DECK5 ETC.. 24. OVERHEAD DOORS TO BE RATED FOR 130 MPH. WIIND LOAD Q HOLD DOWN + SHEAR CONNECTION 10. DO NOT BGALE DRAWINGS. N N . CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE SHALL COMPLY W/ 2015 INTERNATIONAL BUILDING CODE (3RD PRINTIN(5) FOR THE INSPECTION OR SUPERVISION OF SECTION 2308 - GONVF_NTION LIGHT FRAME CONSTRUCTION TH15 CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. '�S OF NEW co NAILING SCHEDULE FRAMING NOTES SHALL COMPLY W/ 2015 INTERNATIONAL BU I LD I N6 CODE (3RD PRINTING) TABLE 2304.10.1 - EA5TENING SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 01,9 g DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d ® 12" o.c. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES BETTER. � 10 RAFTER/TOP PLATE 3-5d (TOE NAILED) INTERMEDIATE. _ h 2 CEILING J015T/TOP PLATE 3-Sd (TOE NAILED) • ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" I I. ALL INTERIOR AND EXTERIOR FINISHES,, FLASHING ROJECT N CEILING JOIST/PARALLEL RAFTER �-16d (FACE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1309 o (IO ° CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, - COLLAR TIE/RAFTER 3-I0d (ea. end 1-1/4" strap) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT BLOCKING/RAFTER 3-8d (TOE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE _ RIM BOARD/RAFTER 2-16d (END NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. CHECKED BY: cSABLE ROOFS TOP PLATE/TOP PLATE 3-16d (FACE NAILED) , „ 13 _ NS 4. ALL HEADERS &'-0" AND OVER SHALL BE SUPPORTED ALL PRE ENGINEERED LUMBER SHALL BE GEORGIA o Flo TOP PLATE AT INTERSECTIONS 8-I6d (PAGED NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH PACIFIC, GPI SERIES WOOD-I-BEAM5 AND LVL DATE: STUD/STUD 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND June 7, 2018 Q HEADER/HEADER Ibd (FACE NAILED) MINIMUM OF 2-2X8 OR AS, SHOWN ON DRAWING. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED h TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AS PER MANUFACTURERS RECOMMENDATIONS. WEB NTS BOTTOM PLATE/FLOOR JOIST 2-I6d (PAGE NAILED) AND FLOOR BEAMS AS PER ISG 2015 GORE OR AS NOTED STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND i n SHEET TITLE: 0 o JOIST/SILL, TOP PLATE or GIRDER 4 8d (TOE NAILED) © 8-O O.G. MIN. PROVIDE 2" SPACE FOR AIR to < O (45 BRIDGING/JOIST 2-8d (TOE NAILED) CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BLOCKING/JOIST :2-5d (TOE NAILED) LVL RIM J015T SHALL BE REQUIRED AT FLOOR o � BLOCKIN6/51LL orTOP PLATE 3-16d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF STRUCTURAL h stairs etc. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS GABLE ROOFS LEDGER STRIP/BEAM 3-Ibd (PAGE NAILED) RECOMMENDATIONS. NOTES & o O J015T ON LEDGER/BEAM 3-8d (TOE NAILED) -I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 17- l0< O <, 30 O to < O X45 BAND J015T/JOI5T 3-16d (END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. DETAILS BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) GALVANIZED MACHINE BOLTS a 12" O.G.. AT HIGH PRESSURE ZONE - 6 PROVIDECOMMON NAILS" O.C.o.G. PLYWOOD ROOF DECKING Sd @4" O.G. EDGE5, ®8" O.G. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. STRIP SHEATHING 8d (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO loo< o ('50 0 PLYWOOD WALL SHEATHING Sd a4" O.G. EDGE5, ae>" O.G. FIELD "TECO" OR APPROVED EQUAL. FACILITATE CONSTRUCTION AND SHALL NOT BE SHEET NO: PLYWOOD 5U5FLOOR DECKING Sd @6" O.G. EDGE5, 1@,12" O.G. FIELD CONSTRUED AS, A CONTRACT BETWEEN BUILDER AND PROVIDE 86 NAILS ® 4" O.G. AT PERIMETER INTERIOR 9. NAILING SCHEDULE SHALL BE AS, PER THE OWNER. PORTIONS of PANELS IN HIGH PRESSURE ZONES. 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING) NOTE : a = 4 FT. IN ALL GASES TABLE 2304.1 - FASTENING 50HEDULEAS A MINIMUM. COMPONENT AND CLADDING PRESSURE ZONES ALL 2X6 STUDS SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. R1111 DiNC-. PFRMIT SFT