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Home My WebLink About38839-Z l'I A,®1., -Qt•'1 Town of Southold 3/28/2016 P.O.Box 1179 Vii 53095 Main Rd y � *� o''� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38180 Date: 3/28/2016 THIS CERTIFIES that the building COMMERCIAL Location of Property: 165 Peconic Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2014 pursuant to which Building Permit No. 38839 dated 5/1/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: FUEL DISPENSING FACILITY AS APPLIED FOR , The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL Reg#10-0044 08-21-2015 ELECTRICAL CERTIFICATE NO. 38839 01-27-2016 PLUMBERS CERTIFICATION DATED - r Authoriz Signatur TOWN OF SOUTHOLD suFFofr 00 k. BUILDING DEPARTMENT 1 TOWN CLERK'S OFFICE �y= 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#: 38839 Date: 5/1/2014 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: Demolition of an existing fuel dispensing facility and construction of a new fuel dispensing facility as applied for. At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 4/16/2014 and approved by the Building Inspector. To expire on 10/31/2015. Fees: Total: $0.00 Building Inspector a.z, '....-. TOWN OF SOUTHOLD E-- ,'`�� .___---\ ��'`��`� ?,a��.-V,. BUILDING DEPARTMENT L ___-- � u :k: I TOWN CLERK'S OFFICE MAR 015 " ° '_ SOUTHOLD, NY L_________________-__J 6lDG DEPT BUILDING PERMIT 10,1,11,,OF sour-ioto (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38839 Date: 5/1/2014 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: Demolition of an existing fuel dispensing facility and construction of a new fuel dispensing facility as applied for. At premises located at: 165 Peconic Ln, Peconic SCTM #473889 Sec/Block/Lot#75.-5-14.1 Pursuant to application dated __4/16/2014 and approved by the Building Inspector. To expire on 10131/2015. Fees: „„Total: $0.00 ` Tg(5 PER nq I T. 104s 1, SSS - foK 11%Ed 1`(ew -FL) F4ct..irty • "Tree SEALED DRAW ' Yv j 5 I\ '' 7 (77) , „,,, E N C L 656D A Rc ,,,...p„,___ ,,,,.. Appko v eD i '----- ( 514 op ,DRAcv►Neel 5 �D - ilia tj ---- - - -- CNo?yBuilding Inspector e6A-5 Pam 195. Ccoe Your. FPI L E5) - If- Ag///� S®!/1 •s , Town Hall Annex �f AZ �® �® : Telephone(631)765-1802 54375 Main Road ` 4111 Fax(631)765-9502 P.O.Box 1179 ; G 4c, � roger.richertRtown.southold.ny.us Southold,NY 11971-0959 •a0 �1 . °lyc®UNTI /,,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Town of Southold Address: 165 Peconic Lane City: Peconic St: New York Zip: 11958 Building Permit#: 38839 Section. 75 Block: 5 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE • Contractor: DBA: Charles M. Dwyer Inc. License No: 4278-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Install Generator and Fuel Pumps,1-250KW Generac 3phase model SG250 Generator,1-20A battery charger circuit,1-20A block heater circuit,1-1200A 120/208 volt 3phase service rated ATS,1-1200A120/208 volt Notes- 3phase CT cabinet,1-1200A 120/208 volt 3phase distribution panel,1-D-1 150A 3phase fused disconnect,1-PP3 200A 3phase main breaker 42 circuit panel, 1-400A breaker/feeder to feed PP-3&D-1.1-EP-2 40A feeder,1-PP-7 200A main breaker 42 circuit panel,1-208 volt single phase 20A circuit DP-2 sump(diesel),1-120 volt dispenser circuit diesel,1-208 volt single phase 20A circuit and photo cell,2-GFI outlets, 1-Emergency stop circuit. Inspector Signature: G� Date: January 27, 2016 Electrical 81 Compliance Form.xls „„,„,„,,,,,_ 3L393 ,�Of SO(/Ty-- # AO 1111 1 TOWN OF SOUTHOLD BUILDING DEPT. �Ny 765-1802 6a;(2e-3-g-Al, INSPECTION ' FOUNDATION 1ST ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Oi a 4--e"'—‘— DATE 63 ` �� INSPECTOR ' OOOOO .5 O 63 .,hos�,OF SD!/r�olo�, ,si TOWN: OF SOUTHOLD BUILDING. DEPT. 765-1802 (1/1/!L, INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: )°�" (.9k17-1 DATE 1,173‘3/5---- INSPECTOR71"6"'-‘7\if," - 01' 11,r� �QF S�UlyOIO\ �0,11 l� �lyCOUNTI,��,•I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 00/5-- INSPECTOR 41(411111awArf ,,,,,,,,, /"W SOpr�olo` 9ja '4g 4g, _zecou„,,,no. i� WNaT OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION- [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ae4e-%- ek- DATE 67/oh- INSPECTOR 21,1_,-,--L(7, 4 74,9 1 v * f( s: et. s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION MELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Rere, 63' 4irpr:04/1 DATE I INSPECTO ��o��OF SO(/j�olo`i 58Y3 9 =ycOUMY,N,/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /C)P12-83&2R ' 14CTS7-5;;1- PAittir7ouo , pc--4z DATE INSPECTOR 1 V 1 . S'S ,,,,,,,,,,,,,,,��,�o'�OF SOulolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ 1 FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING /STRAPPING [ VIINAL [ ] FIREPLACE & CHIMNEY [ •] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:_t71-0-°-*- 80-c-res-egf---471-f-v-ct ,-.-;.‘_ ' � L; �e.r?le, 4V DATE '°-Y°,;% INSPECTORAI-P .) c;.„ c f' Interim Permit to Operate a, Suffolk County Department of Health Services &./.1. James L. Tomarken, MD, MSW, MPH, MBA, FRCPC, FACP ,,� Commissioner c%a �, Article XII Hazardous Material Storage rn " . FACILITY REFERENCE 13672 SCDHS PLAN# HM14-043R2 ." SCHDS REGISTRATION# 10-0044Date o fssuance:IAugust 21,2015 L-A cuev FACILITY NAME&ADDRESS: OWNER NAME&ADDRESS: ci7 ,4A C 7 Southold Highway_Yard " . Town of Southold - 275 Peconic Lane . - 275 Peconic Lane t_ow CPeconic,NY 11958 J.7 Peconio,NY 1'1958 t -A `, t-/7 ` ' t✓i7 STORAGE FACILITY t ; c �1 t./7 a" STORAGE FACILITY# VOLUME CONTENTS t:� ` . 5 t o.�7 ;j 18 8,000 Gasoline -A aorq19 8,000 Diesel to U=7 -A 0," -A Ca=l The above listed Storage Facility(s)have been approved, inspected and`built according to the requirements CA `�' v7 of Article XII of the Suffolk,County Sanitary Code. 'For a-site with an existing Permit to Operate this -A %/ permit is to be posed next to it and:will expire at the same time. For newly regulated sites this permit t-/.7 C,`1 remains valid for four months or until a "Permit-Ito.Operate" is received, whichever comes first. The �. C!1 Department reserves the right to revoke this permit if the site is found to be in violation of County code. In -A addition,the operator of the facility gives the-Department the right to inspect this installation at any time to t_.n verify its operation is in compliance with its permit design.This permit must be kept on display in a public t-/•7 area at the facility. /` C,F• J ci7 0," The Storage Facility(s)maybe placed into service provided that all necessary permitting,inspection, , v. and other regulatory requirements of town,village and all other municipalities,having jurisdiction, t:%7 have been satisfied. This includes,but is not limited to,meeting all local building code,zoning,and -A VA art.:, fire safety requirements. . . tv7 C.�7 ...,/, , ISSUED BY: c.../. .p /• `/. en cry Mat - brano �• ./ t✓7 C'" Assistant Public Health Engineer Trainee /• v g tt/. agola Bureau of Environmental Engineering -/. `f' Office of Pollution Control v7 ce, A ./� Division of Environmental Quality tib C 7 f/• �7 ClJ .� -/. iq .f. _ 6✓ �' it IL I; Il / I ] 21 SEP 2 3 2015 LI September 14, 2015 QLDG DEPT • 2Fctb0n Corporationeastuca 1101 Waverly Avenue Holtsville, NY 11742 RE: Foundation Reinforcement Placement,Town of Southold Hwy. Dept., Peconic, NY(VFS JOB#40942) Dear Mr. Fastuca, This letter certifies that the footing reinforcement placement for the 24'-0"x 36'-0" canopy is acceptable per the attached sketch.There are only minor adjustments of the reinforcing bars to clear the canopy anchor bolts. PI se fA ntact (e if .ny additional information is required. avid Echatte. P.E. 49 0 (rILI . SFO ° 87£9 (1,� l� • 4 w4F 1'_8n -'C RFo PIM (sa . go LOW POINT 1'-4"SQ.BOLT PATTERN 1 OF GRADE HIGH POINT [iiiOF GRADE -- a TOPS OF ALL FOOTINGS AT III 1 N m NOTE:TOP OF ALL FOOTINGS - co THIS SAME ELEV. • r TO BE AT SAME ELEVATION Cs r : . r+.71 I : #4 VERT.BARS @ CORNERS AND ANCHOR EMBEDMENT ---. ( .._ I I AT CENTER OF EACH SIDE T O1r �o1 (4)#4 HORZ.BARS @ 16"C.C. AK c L — . EACH WAY(THREE LAYERS) s 2'-6" 4, 1 I I I .-.14. f s ± '�..,3"CLEAR 1YP. t 1 1 8"THREADED 1 4'-6"-SQUARE 1 a ANCHOR BOLTS s (4)REQ'D.PER FOOTING 4Hok I p t,)-r Zk 1.,, 615 ® MG 'Barro M 4- W FILE pc 5 slioLo l 3 A FOUNDATION DETAIL G "Mg TQp ', Werke r i„ Pawl - F1 Scale:N.T.S. oD ms T /k ) 704 AQP A dt T -ro M MLO (Lo own P1 . A .?*)L &LTS • .-'-e (676.).3‘ 9 - //.6 . , FIELD] SisEC 1N REPORT DATE COMMENTS cp44171:0,to I . - , . :' ' 47 • .. (3,1 A 'IO (1ST)✓ /� rid / ...5--A-et---' a&' ,rr rr. w.•.rrr ��rw / -'` ,1 4/4 5 ' FO ��A7["IgN(SND /fr i - m k ,.. ,, Jaz, _46. -.. 9, - . , / , . _, .• • .. _ . _. . , . 2 t • ROUGH FRAMING& y PLUMBING . . c • N3 INSULATION PER N.Y. y STATE ENERGY CODE • n r `lT� r � jgaillriklifrArliagri.7 • - !j `�• / ,../i i ti FINAL r, 2 1. /6 oe9e0 '` n .,.. . . , ADDITIONAL COMMENTS 1 a 5 a s c� S --,..3 -71� • P-e._ . '71/a Y) . --a-k-lc R__Q)c)d °of\er\kd a3)4()_. '-*0 r c wir\ u r, . .pv-u, T---) ._ .._ ,,,_ 0LA PJ , 6 dC � 0 . '>.4-e_f__, , ) ). c , ` l.. L ovidi r�' `Oc r-e6'> 14\/I m / v/ w v Via'. e 'Me-yea/ L/4/ -"O/c k - 6 r).5''` -6re.- .,54,4 ' -e`iv,- 0-6-4_,s. ,5 m 1 -, . . . M 1�! -5 tlilt . . . . . .., --f g• )7 . 1 S r\JA-L . . • DO X19 SLo -~ !!'A- -`) c.:® r i 12 v r•' 07` its r ‘ ' r /'' —_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? L TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. c5`SER0 Check Septic Form NYSDEC Trustees Flood Permit Examined — 20 Storm-Water Assessment Form ( ILI Contact: Approved ,20 1 Mail to DisappreV tYIc _ _ r .) EV Phone ExpiratiLn h 1� ,20 ill �� ? 2014 ih�, Building nspector APPL[CAT ION FOR BUILDING PERMIT BLDG O DEPT. /19 i co )1 TOWN OF SOUTHOLD Date CJ )L 6 20 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 rem.•aor demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,l oust g code,and _til, ns,and to admit authorized inspectors on premises and in building for necessary inspections y/ / 1.d_a it 1 t (Signature of applic nt or name,if a corporation) .wt,-) it (.(,. i •` 4411�1��30 (Mailing add -ss of applicant) Sourt‘Aot.D , NY tict71 State whether applicant is owner,lessee,age ',architect-'engineer,general contractor,electrician,plumber or builder Name of owner of premises TO LA,1.1 or Soli-+w 0 LO (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. _ (j)Dt% 1"o 13E, g in Plumbers License No. Electricians License No. Other Trade's License No. -1-11(7'/1-4.)Cl.' 'Loc ono�f land on which proposed work?kill be done: NIL ;i^rA9Av.114 -1C= ,a*"i -. , ecoA.,lc_ LANE: ,f,f,tl,�.,.�.,'l, ;- ,`; , , ,HouseNumber Street Hamlet CountyTax Map No. 1000 Section 11-C Block Lot jLIi I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RiIGUwAy ``(/;R0 wcr F'U6C,, pis pr✓/46iNe..1 fAciLIr/c5 b. Intended use and occupancy PiG1.1w/}/ Yfj r) W%t-I-i New Edell., pis p rt7s in �Ac1� UT I.i--ry/ eD 3. Nature of work(check which applicable):New Building J( Addition Alteration X Repair Removal Demolition X Other Work Fee (Description) 4. Estimated Cost ., (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories r Dimensions of same structure with alterations or additions: Front 5Cg Pi-fi/.i5 Rear Depth _ Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 1?i t./5 Rear Depth 10.Date of Purchase (`T4 Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO K Will excess fillilpbe removed from premises?YES NO 14.Names of Owner of premises TOW i4 OF'cGYftik flaress Phone No. 1155 .5-‘o Name of Architect L. K(it,4 Address 161 500714 deV1411t9hone No 631 ZEs 6 3*64,3 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO A * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF 4i i'n 6c A FtG Nre being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,M (S)He is the AG tt c,14 it-6 cr (C tractor,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 CAROL HYDELL Sworn toWore me t NOTARY PUBLIC-STATE OF NEW YOF t!l`"` day of 1, / 0 / QUALIFIEO. N01HY6189695 ME / D IN SUFFOLK COUNTY „ /1// -�,, , � X111 COMMISSION EXPIRES 06/30/2040 Notary 'u, Signature of Applicant Stott A. Russell ;�,�� James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 , 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 _tea,s Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US -�'•., ' r,•••• JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: 10'4-2 (.t of &pj+140t.,D NAME: SAMS ADDRESS: 2,75 Peco& ie. LA 61g, ADDRESS: PecoPicI NY, Telephone Number: VS /54pO Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: Property Address / Location of Construction Work: SCTM #: 1000 '�6 Peco i'L ',Ak . y fecc�n,ic. 1 c 1qi ` District Section Block Lot &X.)''+kc ,.V 'TO`wE.S 1(h Huoilr �fa1z17 Required Documents for Stormwater Review: )1E Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. X De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. X A Complete Description of the Scope of Work Proposed under the Building Permit Application. ME A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. ** * FOR,r I r ERING DEPARTMENT USE ONLY **** Reviewed By: 414 /- Date & / App oved/ Adt'Ional Information Required: FORM # SMCP-TOS JAN 2014 CHAPTER 236 ,••,•Q,osuk •. • ; St = STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST . � DATE: i{ —l jp m l APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) L )' : NAME: ki C) AV:Lb 0 •'• SCTM #: 1000 15 5 '•-••,, ,,.ii, District Section Block Lot Telephone Number: �(p u� l `J(,a 07 S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries I i _ b. Total Site Acreage. —V- c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. /DAA 14A66 STRO C-PORES/4 Itee;`Ici. A eLL5 HOT e. Limits of Clearing & Area of Proposed Land Disturbance. V palm rrreo ill 41(. ji u Ay YA't-D 21 f',./F11, Re u lio,15 f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) ✓ SLAT Si?e g. Location of all existing & proposed structures,roads, TI driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& ii proposed structures. I. Location of proposed Swimming Pool and discharge ring. cbt,L j. Location of proposed Soil Stockpile Area(s). 2/ itt. rkCAU4TIt eJ k. Location of proposed Construction Entrance/Staging Area(s). H EXlt'r l N1i Ecay1/43capThe APRogr7 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. Cite .15 AL1. Cc k,c.jzete 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate I / DRA(N DoT' Fat DP c i ireD B / uL4.rhc on-site the run-off from all impervious surfaces generated by a two(2")inch - F012„ FUE,L D i$9e 1 kis ritele,I Li rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. c--' b. Construction Entrance&Site Access. ✓ 10 �' �p�p d,,\ eg— c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) AV1(' �� !� C�d I� � d. Leaching Structures (e g infiltration basins,swales,etc) Il v k\fg- 6/17- FORMM # SWCP Check List-TOS JAN 2014 ,•''0 S 004,-; , i ' Q Town Hall Annex ; * *, Telephone(631)765-1802 (631)765-g5 • 54375 Main Road k c $ roger.richertCaataO`wn.SOiifhOla.nv.us P.O.Box 1179 . Q Southold,NY 11971-0959 • Q � ' COU� , � I �1 �\\� ( 6 "Ne- '*---- " ' r \wk- 1riLf( BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION (\ . • . REQUESTED BY: Date: O1Li )"j aarCompany Name: 1r6 VA. IThUJ Q r- 1C-C,. - Name: C c\e , ---0\4) - License No.: 141 mVJ Address: ' \I-k ")-1 Q'AK I" ► ti. Ea gke nut I'M • Phone No.: - .R)\--- (n4-5q IS . . -JOBSITE INFORMATION:—� (*Indicates required information) *Name: 1O aV%- I \d *Address: 1 (.0,, CCti1 c c._. Lam, ePran iC *Cross Street: . *Phone No.: Permit No.: - N) Jg 9)(4 Tax•Map District: 1000 Section: / 5 - Block: rj Lot: I i-i-. *BRIEF DESCRIPTION OF WORK(Please Print C arty) ULp rn rhe Ind 4Rri n -\-äc i I; (Please Circle All That Apply) • *Is job ready for inspection: YES/ NO Rough In Final j *Do you need a Temp Certificate: 421) NO - Temp Information(If needed) * _ *Service Size: 1 Phase 3Phase - 00 150 200 300 350 , 400 4111. 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''' ',,. -_•"-.?.'4 - - - ,'. • Aventura Construction Corporation(NY) TRANSMITTAL liolitilio 1101 Waverly Avenue Holtsville NY 11742 CONSTRUCTION CORP, 631-654-0660 Transmittal Date: 03/02/2015 631-654-0990 Prepared By: Theresa Barbera TO Southold Town Hall - PROJECT 1160 PO BOX 1179, Town of Southold-Fuel Dispenser 53695 Main Road, 275 Peconic Lane Southold,NY 11971 Peconic NY 11958 Phone:Attn: Engineering Del ment Item Quantity Description . 6---- j / i 4 Canopy Dwgs-Signed&Sealed Framing Plan and Details 4 Canopy Dwgs-Signed&Sealed Foundation Plan and Details Notes Attached please find the Signed Sealed Canopy Drawings for the above subject prec.T C ' .___________n If you have any questions or need additional information, please do not hesitate to c s cne: BAR _ 4 2015 \_____---- ' BLDG DEPT TO\N; 01-SOUTIIOID • ' , **IMPORTANT NOTE** Before commencing with the enclosed order and in order for your payments to be processed the following conditions must be met. 1. Subcontracts: Sign as Subcontractor on page 1 and initial all other pages and return to this office. 2. Change Orders: Sign as Subcontractor and return to this office. 3. Purchase Orders: Sign and return to this office. 4. Subcontractors must have a current Certificate of Insurance on file with Aventura or submit one at this time. *You must include the Contract/Purchase Order number on your invoices for payment. a 3,23 , „ , ELITE ACTION FIRE Stiff&ishiiig' quiiifaheG'Service Sales,Service,Installations&Maintenance June 18, 2015 Aventura 15) EC [1U X17 Er) 1101 Waverly Avenue Holtsville,NY 11742 JUN 2 5 2015 Attention: Sal Fastuca .. 1.1 Re: Town of Southold BLDG. DEPT, -- TOWN OF SOUTHOLD Highway Yard Fueling Facility 275 Peconic Lane Peconic,NY Enclosed please find c4') I &sets of stamped plans for the Fire Suppression System. If you have any questions please feel free to contact me. Respectfully, Rose Speranza • anzc - ,� . a 194 DEPOT~ROAD o HUNTINGTON STATION, NY 11746 631 673 9797 o FAX#:~631 673+3326 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD MSW,MPH,MBA,FRCPC,FACP Commissioner August 31, 2015 Town of Southold 275 Peconic Lane Peconic,NY 11958 Attn.: Vincent Orlando Dear Sir/Madam Enclosed is your Interim Permit to Operate. This permit must be kept on display in a public area at the facility. ' If you have any questions or need assistance, feel free to contact this office at(631) 854-2532. Very truly yours, Matt rano Assistant Public Health Engineer Trainee Bureau of Environmental Engineering Division of Environmental Quality cc: Raymond G.DiBiase,P.E. ;L.K.McLean Associates;437 South Country Road;Brookhaven,NY 11719 fV PublicHealth P....nPremol..P.e4a. Division of Environmental Quality^'Office of Pollution Control— 15 Horseblock Place—Farmingville,NY 11738-1220 Phone(631)854-2501 Fax(631)854-2505 6311765-1802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page 1 -- NOTES - ESTABLISHMENT SW 0E L -lSP S/B/L -75--I -Ls Date 75 -( - Date Comment FA-Ci L. I Tel Igef4; FireNotes.xlsx ��_ _ __ SYMBOLS O = NOZZLE X = AIM POINT 0 = 1414° HEAT DETECTOR MOTE: • THE PIPING 4 NOZZLES SHOWN ARE SCHEMATIC,CONTRACTOR SHALL CONSULT = 80 LS CYLINDER THE MFG'S INSTALLATION GUIDE FOR PIPING i(?, 3.00' --"---- --0-....._ SIZE, PIPING LIMITATIONS, USING AND LAYOUT OF EQUIPMENT COMPON NTS. CANOPY COLUMN 3.00' BX(STING �).00' LIMIT OF + JTCRY 1''fA50 , I.00' —� HAZARD AREA t"IAINT�Nr�NGE BB�RN NOTE, (8 FT. HOSE REFER TO BITE PLAN DETAIL QUANTITIES L£NG T H) DRAWINGS PREPARED BY L.K. MULTI-PRODUCT MCLEAN ASSOCIATES, P.G. LAST END OF ISLAND SUPPRESSION • PROTECTION ARCA PIPINGPIGALE O� 2) DATED OCT. I b, 2014. (TOTAL OF 6) I I MULTI-PRODUCT PROPGS� NOZZLES = 36 LINEOF CANOPY DISPENSER "-r-r. '" FIRE SUF�'r.E551CN MANUAL TYPICAL OF 2) CANOPY I Iq4° HEAT DETECTORS = 3 1 1 � X �� \� /",,,+ ? PULL,ACTUATOR 8 SOLENOID 80 LB CYLINDERS = 6 I x 0 > ` v ® [-\ ti \ LOCATED ON OUTSIDE WALL _., MANUAL PULL END OF LINE \ / PRECASTI I PROPOSED 8000 GALLON RESISTOR NE Zi‘'1: 0-1Ft; OF BUILDING 5TATIONEGH 3 G/ \ / ;o o . AEOVE G-QO'JVD DIESEL CONT?7OL HEAD ESISTO IST TO / Ti --, -•Er' :,....1.-4-.-, } /7 \\ i (L I TANK BY On-CRS IL CONNECTIONS x..' ' ,'moi• /t \ �✓ i` A : ® ® t 1r.7/ PULL -- O � 1"'' '` ' / -,J( SOLENOID 11) -- -, 1.* -" %�i I \ -XE X_ / — PROPOSED 250 KN 7=i tV 4 ; ' _ — __ `� _ A EXISTING 'i � N TURAL GAS GENERATOR MONITOR H H / i-1/2 STORY_ :y. i4 l / BY OTHERS - *ThPRAME }MEAT DETECTORS ORS O - x "� y \ I PROPOSED KIST E= WILD IN Q S Q }'11� . MA i NTEyA�vGE /' � PARALLEL I .. 8,000 GA LON (V '----*:,‘4-g- ';`t;` ;^' — —TX PROPGa.m.:7�G BYO HERS ABOVE 6RCnJND BARN (SUPPLY {gam PLAN FOR QUANTITY) X �C •'- ;: rU"'�� .,: _ ._..... _ Ti- _y _ GASOLINE TARN - c . .�.#� i _ PAY OTFFL^v TYCO AJTOPU SE 7-f0 _ 0. . Te ,, K,- TRANSf CRMER F �..0 SSIOE O % ti%> :, y — __ �� r ._y, G - .._._- �___ �.: w�, r._ — CONTROL PANEL O F. .s.#-1,i":; .1_, - 1 i Iii --,:•-• ' .---1- 1-5:1I.1,....-, --,*41,,, - -. �!, I { I !- !L � X- A—— ——— 0_ f____\ x 1, x p DISPENSER SHJr PAC 200 � � :,�` ,� — ——— � — Q DOWN SYSTEM ACTUATOR :-'t I••-j-- ` --f'-'4.,;-.1:' Q PLOT PLAN FIRE SUFE- 14.S"aION CONTROL PANEL SOHEMAT I G 8o LM ROOF ON Cl)---.:. -� ` :•w . '+ 4 _ /- I = Scale: N75 GANo�Y ROOF TOP — - - - - = x` - _ _ SGAIe: I" 50' Y (TOTAL OF 6) y- "\ / - �\ j: ter, �: !` '>},< ` v :1:4-:."-4-;-, ''-,;-1'.„ , , . , N \\ry ' -, 7 :?;,,L-StP- •-1,>?I'a ,4g. 21.A:k, ..4-.4 ,, . - • LIMIT OF OVERALL / / \ PROTECTED AREA / O \ / ::"4.1k-1,-.4-'' 1 i -' :k'c#' r ' „4 - N. A I / D 1 -.. d-�� w: -I- .. < :�_ I I (N.Y.S. -RM. 25) LIMIT OF OVERALL J HEAT DETECTOR PRO,-;=G AREA L (TOTAL OF 5) FIRE SUPPr:ESJION NOTES LIMIT OF MAIN ISLAND HAZARD ASA PROTECTION AREA FT. HOSE (TOTAL or 4) I.THE FIRE SIj'FrSE551ON SYSTE' (F5S) INSTALLED SHALL SE LENGTH) UL LISTED, PYROCHEM "ATTENDANT II" WITH UL 1254 APPROVAL. I - 2.THE CONTRACTOR SHALL FOLLOW THE F55 MAN•.TACTUR=.RS RCGORD OF REVISIONS — i° `x�6.00 (MFG'S, REOUIRr ZNTS FOR INSTALLATION. IN CASES WHERE DEVIATIONS EXIST EETW. `. THIS PLAN AND THE MFLS'e.) ` REOUIREMENTS, Tr.E MFG'S REQUIREMENTS SHALL APFLY TO THE FIRE SUPPRESSION LAYOUT INSTALLATION. (PYROCHM ATTENDANT II) 3.FSS TO BE INSTALLED SUCH THAT THE FUEL PUMFS, DISPE'CEERS AND CONSOLE CAN NOT SE OPERATED WITHOUT SGOIO: l" = 4' G 71� A,TOMATIG F�5 BEING OPERATIONAL. 4.FSS OPERATION, A) GASOLINE PUMPS, DISPTE ENSCRS AND COMPUTERS SHALL NOT 5UEC!1 I 1 W JUN. 17. 2015 CHECKED BY FC JUN. 1'7, 2015 BE OP.RAT'ED ;UNLESS THE F55 15 CHARGED AND PLAN PREPARED UN. Ib. 2015 OPERATIONAL PER THE MFG'S SPECIFICATIONS. TIE SYSTEM SHAOPERATE AS A SINGLE ZONE. _� _._.--- -� - . _ _ L. PRLPAREI7 FOR B) ACTIVATION OF ANY PORTION OF TE-e F-55 SHALL 5-UT OF I - POin. :TO TI-E- PRODUCT FUMPS, DisrzmSER AND COMPUTERS SELF SERVE ISLAND NOT_: ATV KLL ACTIVATE THE ALAR''. TONIN OF SOU I i I10 !7 THE PIPING d NOZZLES SH0.11N ARE �t "NO SMOKING,STOP YOUR ENGINE" SCHEMATIC,CONTRACTOR SHALL CONSULT G) THERE SHALL SE NO MANUAL RESET OF THE DISFENS NG HIV NAY DEPARTMENT , IT IS UNLAWFUL FOR CUSTOMERS TO DISPENSE THE MEG'S INSTALLATION GUIDE FOR PIPING SYSTEM READILY AVAILABLE. DISPENSING SHALL NOT GASOLINE,DIESEL OR OTHER MOTOR VEHICLE FUEL INTO SIZE, P PINS LIMITATIONS,TUBING AND LAYOUT COMA' NCE UNTIL THE FSS IS RESTORF") AND OPERATIONAL. � �^ PORTA°LE CONTAINERS-SEE ATTENDANT FOR OF EQUIPMENT COMPONENTS. - PROJECT/ I Si 1 UATEy ASSISTANCE-THE DISPENSING OF MOTOR FUELS SHALL 36.00' BE DONE BY A PERSON HOLDING A VALID DRIVERS D)UNAUT H R'ZE'- ACTIONS TAKEN TO RESTORE THE DISPENSING UCCN£C 0,4 A PERSCN 78 YEARS OF ACE OR OLDER. SYSTEM BEFORE THE FES PROPERLY RESTORED AND 275 PEGON1 G LANA -I REGH:-- D NiLL RESULT IN A VIOLATION OF THE COUNTY FIRE N_QM24.00' -. PREA.NTIONOF INANCE. PEGONIG, NY ilcia8 -n-c, PiP,NG d NOZZLES SHOWN ARE SELF SERVE SIGN TOWN( OF 50UThOLD SCHEMATIC, GONTRAGTOR SHALL CONSULT USE MS-U!6 TOP DEGKNG S.FOP.THE FSS CHAPS NG A'�L7 FRESSUT�'IZATIGN ao LB CYLINDER THE , PCP'5 INSTALLATION GUIDE FOR PIPING FIR;= Scale: HTS 8O LB CYLINDER BRACKET SPEGIFIGATIGNS, CONSULT THE MFG'S GUIDE FOR THE SPEGIFiG SUFFOLK COUNTY MOUNTED ON CANOPY SIZE, PriNG LIMITATIONS, TUBING AND LAYOUT SUPPRESSION MOUNTED ON CANOPY MOUNTING ROOF TOP OF EQUIPMENT COMPONENTS. PIPING (TOTAL or 6) MODE T7�'1=. ROOF TOP "„ -"- (TOTAL OF 6) 6.ME PIPING AND NO77LF-S S:+OAN ARE SCHEMATIC, --- ' (TOTALI _7:_ OF 6) FIRE t_. t c CONTRACTOR S BALL CONSULT THE MFG'S INSTALLAT+GN GUIDE FI1 Sti P SIO _ " SLRE�51 ON "11) r,----,\,t:,,__ S / PIPING FOR F;PING SIZE, PIPING LIMITATIONS, TUBING AND LAYOUT OF ,_.--=----,----.-..-,--..,:_—_------ _---:----,-,--:---PL N --r.DETAILS._:::::‘:.„:';', AILS EOUIP:'!ENT CON'F-ONDITS. ,--. . .dli iO {I I ITH APPROPRIATE8O80 50 CANOPY FASCIA i CANOPY FASCIA O I +I PROTECTIVE BLOW OFi GAF 1. I .0 ' -' L m 8.ALL ELECTRICAL WORK SHALLCONFORM TO THE NATIONALEB L——— — ——— ———— - - — - — ——— ———— m ELEG+RICAL CODE. EL£GTRiTIA.N SHALL BE LICENSED BY THE \��O`'r t�n/�l,',. ` ' 0 , GOVE"v4ING MUNICIPALITY FOR 51.CH WORK. /4:f ...i.- :a Y I]� �`�. I ' rr 1 1 Q.BEFORE:GASOL iNE DISPENSING BEGINS, T'HE FIRE i', ;r*R�.� \\ // `\ i I 17/ %FPI:E591ON SYSTEM SHALL BE THE NS,SUBJECT OFA II r ;,Iq r. , USE M3-U14 TOP RADECKINGET // / \ 1 I PERcc^R�fA�:CE STT TO BE WI TN£E D BY R� RESE�.TATIVI=S c� )I MOUNTING BRACKET / NOZZLE \ /} / I \ / \ ` aF TEE GOYc"RivINS aFF1GE CF FIR. PREVEIITIGN. ,,' . , .18488 %(TOTAL GF 6, / / , \ / \ 1 I f , ., -�, / \ COLUMN / / \ I I COLUMN 1 10. TH HAZARD AREA IS DEFINED AS THE AREA i .�J/ / \ I ENCCMPASSE.D BY THE MAXIMUM EXTENS•ON OF THE DISPENSER -�-/ / ` \ / \ 1 / I 1 HOSE AND NOZZLE IN ANY DIRECTION. —- // / 1 \\ // \ \ IL-1 I- - I + 1 w ` \ / / \ = 0 i I 1 I __IT 1- - II.CONTRACTOR IS RESPONSABLE FOR INSTALLATION OF ALL GF-'RISTOaH�e GARTEN, RA / I ( 1 O REQUIR'�' SV IT.H S d CONTROLS FOR THE PROPOSED FS5 AS / / \ \ / / \ \ N l 0 O 1 I i I N ONYS LIG. #184Pb 3'x50' ISLAND WITH 1 N O PER TOWN'S FIRE MARSHAL'S OFFICE. MULTI-PRODUCT DISPENSERS / / \ \ / / s.• \ \\ _ 4 I / I i 1 1 0 LU d- / I I t \\\:0.00' / / \ — I / I 1 \ 1 z = — i1URN CRAENGIT<METAL* "NO SMOKSTATING NG" SHALL BE POSTED R N TO " DWG FILE 15_06_TG5 4-44,`( / / / f \ \\ 1 i i I PLAIN VIEW OF AIL. FUF_L.1NG POSITIONS. SEE DETAIL FOR PROJECT REF. NO. 15_06 - / / \ / / \ ,i I 1 1 1 ADDITIONAL IN:RD1NG. ,,,_..._ •r.._a.-.. _. .. Mr / / / / i \ / / \ I 1 1 1 / / 1 \ / / �\ \ 1 I I 1 1 :- / \ \ / i \ \ i / FIN. GRADE I \ I FIN. GRADE ,/ / \ A // \ \\ i i i i , I ' RFT". liCTECITC. FEELt , 5'x30' ISLAND WiTH Extinguishing Equipment & Servic- MULTI-PRODUCT DISPENSERS - - —4.ao'—,�.-1--520' I Io.00' _ 13.00' • Iq4 DEPOT ROAD HUNTINGTON STATION ' FIRS'. SUPFRESSION ELEVATION FIRE SUPPRESSION END ViEJN NEIN YORK, 11146 (631) 613-1 111 Seale: I" = 4' Seale: I" = 4' 5 —15 /2,4-1, '3! w — 2- N.t =A,5 seOl" .= _ I 0P ® ® ® ® DECK PANELS 20GA.x3"x16" IRG WHITE EMBOSSED ALL FASTENERS- #10x3/4"TEKS © 24" O.C. AND/OR AT EA. OUTRIGGER UNLESS NOTED — — — OTHERWISE. \ \ \ 2"x2"x18 GA GALV. (CONT. AT TOP) o Fn 2"x2"x18 GA GALV. KNEE BRACE(#KB) LOCATE ' W14X22 \ AT EACH PURLIN AND FASTEN TO NEAREST PB1 OUTRIGGER I _ 2"x2"x18 GA GALV. OUTRIGGER#SO2 @ 2'-8"0.C(MAX) o 1 411411111 ' (2) #12 x 1 1/4"TEK 5 TEKS W14X22 — PB1 \ HSS-12x12x1/4" COLUMN TYP. I ' _ - o 0 — — o' \ in 'i #14x7/8 LAP EKS © to `r I I `" 1P" O.C. #14 x 7/8" LAP T S 3 PER OUTRIGGER W14X22 \ - - ��' PB1 illIllrIIIIII II o 0 N N 1" 1'-2" / CONT. SILICONE CAULK cla .4 U W14X22 PB1 \ (:111:; FASCIA SECTION / im \I M PVC LEADER 13'-0" 10'-0" 13'-0" / / r _ 36'-0" 7..4. —_ _ --__ - __ = ==--a I I LEADER COVER GUTTER FRAMING PLAN I I Scale: 1/4"=1'.-0" I- 41' ADJUSTABLE PVC DRAIN IL J COLONIAL TRIM TOP AND BOTTOM I I N 4 l 12"VERTICAL TRIM TYP. •.: I I ASSEMBLY DETAIL EACH CORNER 9 I I N ( H.P./DRIVE /11 • FIELD LOCATE DRAIN EXIT AND $ " BURN .40 HOLE IN COLUMN 4"O NIPPLE&COUPLING SHIPPED T LOOSE(SEE DRAIN ASSEMBLY DETAIL) d- PVC DOWNSPOUT n HIGH POINT G9 ADJUSTABLE DRAIN DETAIL I I IN COLUMN TYP. I IL OF DRIVE El NO SCALE. L1111 4'10 PIPE NIPPLE II I I 4"0 PIPE COUPLING II II 11 11 ELEV. +0'-0" _ II II \ - I-. I-- -I r -1 \ CANOPY GUTTER#GL ERECTOR NOTE: I I I I li PULL DRAIN ELBOW END THRU HOLE I I I I 6„ AND GLUE 4"0 NIPPLE INTO ELBOW AND I I I I -: sr GLUE 4"0 COUPLING INTO NIPPLE. I I I IFOR CANOPY FOUNDATION L_ _J L_ ___J AND BURY INFORMATION44111111100 SEE DWG. Fl CANOPY INSTALLER TO FIELD STEEL NOTES ELEVATION BEND AT NOTCH TO FORM DRAIN ASSEMBLY DETAIL 1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC SPECIFICATIONS. DESIGN, FABRICATION OVERFLOW OPENING AT CORNERS AND ERECTION OF COLD FORMED STEEL SECTIONS SHALL CONFORM TO THE LATEST AISI SPECIFICATIONS. Scale: 1/4"=1'-0" AND 2. STRUCTURAL MATERIALS: FIELD WORK GUTTER IN LOCATIONS WIDE FLANGE SECTIONS -ASTM A992 OR A572 GRADE 50 (Fy = 50 KSI) SHOWN ON FRAMING PLAN PER THIS DETAIL ANGLES/CHANNELS-ASTM A36 (Fy = 36 KSI) HO' LOW STRUCTURAL SECTIONS (TUBE)-ASTM A500 GRADE B (Fy = 46 KSI) PIPE SECTIONS-ASTM A53, GRADE B (Fy = 35 KSI) CANOPY GUTTER#GR PLATE-ASTM A36(Fy = 36 KSI) ROOF DECK-ASTM A653, GRADE 40 (Fy = 40 KSI), GALVANIZED (G60)WITH BAKED ENAMEL FINISH STEEL OUTRIGGERS-ASTM A653 GR. CS (Fy= 25 KSI),GALVANIZED(G90) PER ASTM 924 0 APPROVAL / PERMIT JLH DES 2/23/2015 STRUCTURAL BOLTS-ASTM A325 ANCHOR BOLTS-ASTM F1554 GR. 36; ASTM A36; OR ASTM A307 MATERIAL(Fy = 36 KSI) ® SECONDARY DRAIN OVERFLOW DETAIL 3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI/AWS D1.1 ISSUE DESCRIPTION BY CHK. DATE 4. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAWING. 5. ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A325 BOLTS. BOLTED JOINTS SHALL BE TIGHTENED TO SNUG TIGHT PER LATEST REVISIONS RCSC SPECIFICATION. 6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RED-OXIDE RUST INHIBITIVE PRIMER. FIELD TOUCH-UP, FINISH PAINTING,AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER(UNLESS OTHERWISE SPECIFIED). CC -D ' 7. DESIGN LOADS PER LOCAL BUILDING CODE REQUIREMENTS: 1631 E. FRONT STREL LOGAN, OHIO 43138 CROSSBEAM CROSSBEAM 1 WEB STIFFENERS PHONE. ROOF LIVE LOAD = 20 PSF 4„ CROSSBEAM CROSSBEAM 1 — "` (Ns. &F.S.) (315) 895-0262-- - -- - -.- , 1 FLAT ROOF SNOW LOAD = 30 PSF 4"A-325 BOLTS AND NUTS ` ` I i -' ._`\}' ' . BASED ON GROUND SNOW LOAD= 30 PSF 7— (4 PER CONNECTION) i1eSO[]1]ree Troll-ay' M 4"x12"x22" PURLINN a member of the r o t I l ' 205 E`�-� WIND LOADS: TYP, CAP PLATEl R 1 LATERAL = 40 PSF 3" UPLIFT = 20 PSF 16 DAVID E. SCHATTE SITE: i_ BASED ON 150 MPH, EXPOSURE"B" - 3 SECOND GUST WIND SPEED PER ASCE 7-10 "' "' "" r '" - iv �:, , 10609 99TH STREET '' TOWN OF SOUTHHOLD HWY. OVERLAND PARK, KS. 66214 A ' -••:� t IMPORTANCE FACTOR = 1.0 ,� _ ---- SEISMIC LOADS: 4"A-325 BOLTS AND NUTS LICENSE# 78789 7 275 PECONIC LANE SEISMIC USE GROUP I, SITE CLASS"D"ASSUMED, SEISMIC DESIGN CATEGORY"C" 1 (8 PER CONNECTION)Sds = 0.35G, Sdl = PURLIN ��o� '`j-��Q� : PECONIC, NY. SEISMIC FORCE RESIOSTING SYSTEM IS INVERTED PENDULUM -CANTILEVERED COLUMN R - 2.0 COLUMN 8 GUSSET ° :1' 3.. t Cs = 0.177 DESIGN BASE SHEAR= CsxW = 1.07 K/COL USING EQUIVALENT LATERAL FORCE PROCEDURE M,iTHESE PLANS ARE SUBJECT TO 24-0"X36-0" 40942 DEAD LOADS: O FEDERAL COPYRIGHT LAWS 0 ��t, =.w <� �� 2-COLUMN CANOPY DECK/GUTTER/ LIGHTS- 5 PSF 0 CROSSBEAM TO COLUMN CONNECTION 0 CROSSBEAM TO PURLIN CONNECTION ANY USE OF SAME WITHOUT THE A, �� FASCIA- 5 TO 15 PLF(PER DESIGN) EXPRESS WRITTEN PERMISSION ' ISTITLE: DRAWING NO. STRUCTURAL STEEL-SELF WT CONCRETE- 145 PCF OF VFS IS PROHIBITED . 0----- -)\57413Ott FRAMING PLAN AND DETAILS El OF 1 5"x5" HAND HOLE CONDUIT AS REQ'D(BY OTHERS) \ \ ANCHOR BOLTS: 6"x6" HAND HOLE COVER COLUMN iq"O x 30" LONG HEADED ANCHOR ROD W/LEVELING NUTS &WASHERS (ASTM A36) GUSSETS ON TOP OF&BELOW BASE PLATE TYP 1 Br N. 4 1p 11111 4 BASEPLATE II NON-SHRINK GROUT TO BE ""� -1��!� APPLIED&SUPPLIED AFTER 00 �:. �: CANOPY IS LEVEL&SECURED 1,1111, `N-•� �I�J (BY OTHERS) w._ I IUIg COLUMN o : = c7 TEK 5 TYP. TN .TOP OF FOUNDATION o� o A A ® ler D1 BASE PLATE DETAIL D2 HAND HOLE&COVER DETAIL Fl TYP. ALL COLUMNS F1 TYP.ALL COLUMNS I I I I I • • — I I I c I • • I I • • I dN I I I I L __ _ _ _ 1 L - - - -I I I 0 TN I I \ V\ / 13'-0" 10'-0" / 131'-0" / 36'-0" / / FOR ANCHOR BOLT SHIPMENT FOUNDATION PLAN Scale: 3/8"=1'-0" 8 -AB3(1k"0 x 30"ANCHORBOLT) tN "a) • it. .-I 088`S'yO 2" 1'-4" 211 N CF�FR�o i._8.. 1'-8" 8" 8" ABT3 (WOOD TEMPLATE) 111.1■1 • 2 WOOD TEMPLATE In 1 EMI 0 LOW POINT ' 1-4 SQ. BOLT PATTERN I OF GRADE HIGH POINT �ii 0 APPROVAL / PERMIT JLH DES 2/23/2015 , OF GRADE 1i10.1111M ISSUE DESCRIPTION BY CHK. DATE - w REVISIONS TOPS OF ALL '. C° rn�c c? O FOOTING NOTES iN >- NOTE: TOP OF ALL FOOTINGS 1. OWNER/GENERAL CONTRACTOR SHALL BE REPONSIBLE FOR FOOTING AND ANCHOR BOLT INSTALLATION. FOOTINGS AT II] `° THIS SAME ELEV. TO BE AT SAME ELEVATION 2. ALL FOOTINGS SHALL BE CAST ON LEVEL UNDISTURBED SOIL, ROCK OR PROPERLY COMPACTED SUBGRADE. FOOTING SIZE it iiUlE01631 E. FRONT STREET BASED ON MINIMUM 1500 PSF SOIL BEARING AT BASE AND 150 PSF PER FOOT OF DEPTH LATERAL BEARING CAPACITY. _ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL SOIL PERAMETERS. o LOGAN, OHIO 43138 3. FOOTING CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ANCHOR BOLT I I #4 VERT. BARS ©CORNERS AND PHONE: (315) 895-0262 4. FOOTING DESIGN BASED ON AN ASSUMED 1'-0" BURY OF THE COLUMNS FROM THE BOTTOM OF BASEPLATE TO FINISHED AT CENTER OF EACH SIDE GRADE. ANY AMOUNT OF BURY LESS THAN 1'-0"WILL RESULT IN A LARGER FOOTING SIZE. EMBEDMENT _. ._ _ I 5.TOPS OF ALL FOOTINGS ARE ASSUMED TO BE AT SAME ELEVATION. OWNER/GENERAL CONTRACTOR SHALL PROVIDEr BURIAL DEPTH FROM HIGH GRADE UNDER CANOPY. WHERE TOPS OF FOOTINGS ARE AT DIFFERENT ELEVATIONS,THE b I �� ! ' [Aso' nr Ge TOWNER/GENERAL CONTRACTOR SHALL PROVIDE THE CANOPY MANUFACTURER WITH ALL FOOTING AND GRADE ELEVATION t° (4) #4 HORZ. BARS © 16"C.C. a member of the rg® ["s0' 01 PRIOR TO CANOPY FABRICATION.VARIATIONS FROM DESIGN ELEVATIONS MAY RESULT IN INADEQUATE CLEARANCE AND L EACH WAY(THREE LAYERS) UNDER SIZED FOOTINGS. DAVID E. SCHATTE SITE: 6. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING NON-SHRINK GROUT UNDER ALL COLUMN BASES2'-6" 4, ( I I 10609 99TH STREET TOWN OF SOUTH HOLD HWY. DEPT. AFTER CANOPY IS LEVELED AND SECURED. '-�� I I 14.---,,, OVERLAND PARK, KS. 662147. FOOTING REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BILLET STEEL BARS WITH SPACING AS SHOWNsI3"CLEAR TYP. LICENSE# 78789 N / A'), 275 PECONIC LANE ON DRAWING. L4_11 / 8. FOOTINGS ARE ASSUMED TO BE CONSTRAINED BY FUEL ISLAND AND DRIVE MAT CONCRETE. WHERE THIS CONDITION 1 1 8"THREADED �V �`'0 9P,s,, PECONIC, NY. DOES NOT EXIST,THE OWNER SHALL NOTIFY CANOPY MANUFACTURER. 4'-6"- SQUARE Q "� 9. ANCHOR BOLTS SHALL BE PLACED IN ACCORDANCE WITH THIS' DRAWING .TEMPLATES SHALL BE USED TO ENSURE ANCHOR BOLTS / / r t ' (¢ m x SIZE: JOB NO. 4 REQ'D. PER FOOTING a`' . 'I �� ' PROPER PLACEMENT OF ANCHOR BOLTS. ANCHOR BOLTS ARE TO BE INSTALLED SUCH THAT A MINIMUM OF 8" OF THREAD IS O Q THESE PLANS ARE SUBJECT TO =" Y,N ='^ � 24-0 X36-0 EXPOSED ABOVE TOP OF FOOTING. BOTTOM OF THREADS SHALL NOT END MORE THAN 3/4"ABOVE TOP OF FOOTER. �-� i 40942 o FEDERAL COPYRIGHT LAWS 0 , 10. ANY DISCREPANCIES BETWEEN THE ABOVE NOTES AND LOCAL BUILDING CODE REQUIREMENTS SHALL BE REPORTED TO �,ta0 78g ` 2-COLUMN CANOPY THE CANOPY MANUFACTURER IMMEDIATELY. COMMENCEMENT OF FOOTING INSTALLATION SHALL INDICATE THAT THE ANY USE OF SAME WITHOUT THE �'pfi ,n �,�' ABOVE NOTE MEET LOCAL BUILDING CODE REQUIREMENTS. A FOUNDATION DETAIL EXPRESS WRITTEN PERMISSION J tt I TITLE: DRAWING NO. OF VFS IS PROHIBITED r 0\0/ FOUNDATION PLAN Fl Scale:N.T.S. F1 OF 1 AND DETAILS r—'1 (1) i 1 I/, ) ` 0 (0 F ANCY OR ._. COMPLY W YORK StTA� E L OWN CODES �� ,f 1 1Il 1 L CODES OF NE,i1.6,- z,,,,,,,, . . ,� �. � u k i._ I S UNLAWFUL LAWFUI.t AS REQUIRED h WITHOUT CERTIFICATE S.0111UOLDTOMZBA-- �' 11� !a II OF OCCUPANCY SOU .� 1 ��' +i► ► :BARD QS .�. ' J J :. FFOLK UN TY ? SOl-� IT 0T ' TEES INDEX _.._ la. . .fr, ,-, 1 . COVER SHEET 2. OVERALL SITE PLAN ,e„ .1 •- 3. DEMOLITIONS & REMOVALS PLAN . ,,,. :. „. „ 4. PROPOSED SITE PLAN , -' ie.-, N '11- .. i* w ,.�. 5. ELECTRIC PLAN (NOT INCLUDED FOR SCDHS SUBMISSION `' # ., " . `,t,:::::_x 6. 8,000 GALLON DIESEL TANK -• * - ' ' ,: _ 7. 8,000 GALLON GASOLINE TANK �j 8. TANK DETAILS >` �t 9. SITE DETAILS '; 10. DIESEL SPILL BOX i , (,,,,:. ( , . ,,, ,. '";.. 11 . GASOLINE SPILL BOX k '' 12. UTILITY BUILDING DETAILS APPROVED ikS NOTED .v ;;' 13. FUEL CANOPY DETAILS. �, . ,�, DATE: 1 B.P.:,,i.:34.12:(12_/5 -7— r 1,1 � Y.- • r:: • I FEE: BY PtOTIFY BUILDING Dr�F,', TrtTEts'IT AT } �� y RETAIN STORM WATER RUNOFF e ."�k •- 765-1802 II AM TO 4 Pill FOR THE - . . ,. at r M; . ° 1 PURSUANT TO CHAPTER 233 FOLLOWING INSPECTIONS: t, t'..-. t"' OF THE TOWN CODE, 1. FOUNDATION - TWO REQUIRED x {.• -" r. FOR POURED CONCRETE I' " e ' f 2. ROUGH FRAMING 8, PLUMBING yy 3. INSULATION ` " _p� 4. FINAL - CONSTRUCTION MUST , ? , i i i � . 4 ,r • FIRE I ESF2C[ 3.1 BE COMPLETE FOR C.O. E UIRED ALL CONSTUCION SHALL MEET THP , REQUIREMENTST ' OF THE CODES OF NEW I' ."v! YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. . PLAINS FOR _ _.._ „ FUEL s ,,e,, urrE ,,i, 7 , 1 " Is ,,,,,, ENsii\--- G _. FACL ]HY I '1 SOUTHOLD , SUFFOLK COUNTY, N .Y. as .,,• 4� SCTM# — 1000-75-05- 14. 1 ,..z DI RI ,,,,_ n: - ,, 1 1''' Al J k- t Peconic tJ nes � L County Park ; , F OUrldPJ5 NOTE: e Co rmtl S ,,, N inlet Perfc ,! 4:!-'.r,licr`.1 ,00 c THE STORAGE FACILITY MUST BEE CONSTRUCTED IN ACCORDANCE WITH THE :.,; 4¢,.ra 0 APPROVED PLANS. ANY CHANGES IN DESIGN, MATERIALS OR USE REQUIRES PRIOR -►,,,r ( WRITTEN CONSENT OF BOTH THE DESIGN PROFESSIONAL AND THE OFFICE OF POLLUTION CONTROL. THE CHANGES MUST BE SUBMITTED IN A FORM THAT IS P"'',!•ic. Corey Creek ,"', r..-°,x_°-,ce,,pp7 . ACCEPTABLE TO THE OFFICE OF POLLUTION CONTROL. THE CONTRACTOR AND/OR Erte ; THE DESIGN PROFESSIONAL IS (REQUIRED TO INFORM THE OWNER THAT THE r CS,G ,t; CHANGES ARE BEING MADE. y �` t 4 �N 8r. is _ Cg CT c- / ,q F SC3!Jt i 0H'arhcr ParkCi . SITE LOCATION o u_ ►,fir' .1* C 0.. ,n `axo fWinery 76 'ill-1r Estate `;, {{ d BY 1� DESCRIPTION APPROV. BY �.,,t _I" s REVISIONS 0 TOWN OF SOUTHOLD HIGHWAY DEPT. n .R 0 Perth FQ-I }fir ,�r, ,+ „°`lY� SOUTHOLD, SUFFOLK COUNTY, NEW YORK o C�or,nir�r Grub � :, `,,�4 E`f`., 'ri �._ tn SOUTHOLD FUEL DISPENSING FACILITY .v'fiCd Z5 — ��. 0 � E,,- COVER SHEET 6 2 1:..�OCATIO \ iv AP 1Cf .yi a THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ^ F L. K. McLEAN ASSOCIATES, P.C. N.T.S. ANY PERSON FROMI ALTERING ANYTHING ON THE DRAWINGS . n ;, .. ;' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOIGIAVEN, NEW YORK 11719 • 0 AND/OR THE ACCOIMPANYING SPECIFICATIONS, UNLESS IT'S UNDER {"* ` °�" oo THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE �2�� 4'o• 569 4' / Designed By: MF scale: AS NOTED DRAWING o MUST SIGN,SUCHR STEAL, 'DARE ANDED SCR BE, THEOTHESFOULLL EXTENTS OF ER , •AOFESS�� , - ro THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drawn By: MF Date: APRIL 2014 ' (NYS ED. LAW SECTION 7209-2). Ce_— Approved By: RGD File No.: 13108.000 a: PECONIC LANE - - '_' -_ ALK S 4_3.34'02" E 202,_82' ASPHAL T \ - �, • AS PAVEMENT SOUTHOLD HIGHWAY YARD W ROOF OVER F ;\OER VID N/F SCTM# 1000-75-05- 14. 1 ` Q ` DA000-75-05-b9RE TABLE OF EXISTING & PROPOSED STORAGE TANKS © O _ _ __ / 1000-75-OS-09 I in -PROPANE© tii, HIGHWAY 1-1/2 i ti W TAN STY. VD. FR. 1 -� I S.C.D.H.S. SIZE PRODUCT TANK LOCATION NOTES / MAINTENANCE TANK # (GAL.) TYPE >/ I \ BARN 3 - - 2 2,500 GASOLINE STEEL W/DIKE ABV/OUT TO BE REMOVED \ 1 7` PROPAN TAN Co\-": 8 1,000 GASOLINE STEEL W/DIKE ABV/OUT TO BE REMOVED W s‘.1 N/F tn 9 1,000 GASOLINE STEEL W/DIKE ABV/OUT TO BE REMOVED I I Z __ �� _17.0 LIL EMILY ROSE CORP, a 10 1 ,000 DIESEL STEEL W/DIKE ABV/OUT TO BE REMOVED I I o I DIRT/GRAVEL SCTM#+ 1000-75-OS-10 H 11 1 ,000 DIESEL STEEL W/DIKE ABV/OUT TO BE REMOVED W Ioar DV R V4rzk ASyi 12 8,000 GAS HOOVER VAULT ABV/OUT OUTSIDE GARAGE AREA (PROPOSED) UEL TA S ETER \ x 0 13 8,000 DIESEL HOOVER VAULT ABV/OUT OUTSIDE GARAGE AREA (PROPOSED) =Q •� S 6 2058 Wfx 1 � 1.3 oz, I / / Ogg / I `� 1° 41,16' a I 12 I > ` \�\`�'p\ PANELS 43.39'02" E 111.6: ' N 'b / lig �� \ . 6' HAINLINK F NCE 4 1 MARINA TSOKANOS, I ' r 1111,4 -17• �S ED/PUM� 2 0 UEM 3 4. N/F STEVEN STAVROS N/F I F ST_ -. IG NERA TOR D' -16.5 HOUSE JILL BLUM TSOKANOS AND ELAINE DRIES L tARN jNr \ .:1i �. ELAINE KOKKINOS N/F 1 /Cto AD / -/ L . r rn SCTM#+ 1000-75-OS-1.1 SCTM#+ 1000-75-05-07 O tq `, \ IRT/G AVEL \ ' "'''' 1000-75-05-06 / !� cp ;,,,,w 1;1141 I V 1\ lt')aD 11; %., S 45.53'12" E 674.87' _ _ I I I ~16.0- ' y X - - X X - - X A 6' CHAINLINK FENCE _ 0X - - A X TANK . CONCRETE PAVEMENT c%c��- E + CLNC" -•CURB 1'IM=15.18 I.CONC \ CONC. WD. FR. L-\------- \ ,� '�� 6' STOCKADE ,N„.30,„ 4, STORAGE STORAGE - CON^_ \ \ . / V 208.32, STK. FE. BUILDING BUILDING Cp PAD 0 N 0' DIA. 50' DIA. �� II /S BLACK RETAINING WALLS tb- 4 1 O I � `- - __ /\%• I N/F I SURVEY NOTES: '""" / C ,;` / \ i EUGENE GRIMES AND I r �; �� _ // l A 1 MARY ELLEN GRIMES ' 11 \ 1 SCTM#+ 1000-75-05-11 1. ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE o �j� �/; � --".‘e'--- ,,,t,,,‘,7/ � OF THE NEW YORK STATE PLANE COORDINATE SYSTEM (N.A.D. ��JI PANEL. ' rifigT Q 1983). \ 160/ J I / �1 \ ASPH�LT PAVEMENT I q w - - - 2. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. tt e \ �� \ �_ /16.51 / ` /C�� ¢. ¢ 3. ELEVATIONS REFER TO NAVD 88. C a c� ``' I 4. RIGHTS-OF-WAY SHOWN ARE NOT CERTIFIED. \! s_,./ � / \ J �� r ~ -' - P6.5-//' / • 3 • , N/F 5. TOPOGRAPHICAL FIELD SURVEY BY LOUIS K. McLEAN ASSOC., P.C. \\ ��/� \ st5\----- le IIIIIIIII 28.5 ' \ / ¢ 1ZCHARLES SLAMA, TRUSTEE OF NOVEMBER 5, 2013. \ 1� \ -- -\ \ dI IIIIIIIIx29.0 I I III II II� v / 3OFREVOCABLE THE ETRUSTS MA :--1o� / / IIII II 29 IIII ¢ . AGREEMENT \ \' \ \ 1111 II •5 /IIIIII II ) BB OK. ), ASPHA 1 �� SCTM#+ 1000-75-OS-12DIRT ! kiln II I�3° II III LT PAVEMENT / ` N� � \ ( / III � )II 1II IIII 1 \ / �c •s o II ) III 11 II1\ ____. ) \ I liiII IIS I/ I IIIIIIIII SII \ �IIIII I��/I 1IIIII � � � _ J - �I I�� JJII 11111q1))111� 1 y - / /� 5 - _ -- - � \\\ J /) O FENCE \ ��= _ _ 16.5 r '!- �� \ K �' \V 7.- ,..-- � r + ' � I ' _! ��\ �� / g' CHA LIN II!IIII Il \ _ ,� � \\ IIII II '� `- - � �� \w1 �\�\\ \ �� S - ASPHALT PAVEMENT II I i �� • � �\ iNC:ET��LL I` N/F IIS (� / � � W \ 01- BERRY & BERRY, LLC IW `I�� //. \ �' pNCRETE CIBRim 15.42 \ SCTM#r 1000-75-OS-13NIC LLC �� \�\�\ � in - C :: XJ ` I 1 -74-05-15 N I I ��\ -�\ /JI EDS _ 1V•/ I , in �\ / \\\ - o - �� •• 205,00' _ ��' ', C1.1 16.5- -_ co \\\\� I GATE �' ,,i), $ 50 13 02 E _ ----- - , , ' N ix_i_ X v v, Z -17. I �,��_`�� f ,,,,, 4 I X ANIMAL - - W 1 V 1 �\ ' v ° � ) , / / -�\ / 1 �` ) �I RIM=14.6 9 -r ca v I ) �� `a� ----Al Q /j/% j I- SHELTER TER BLOCK ,\4j• �,, �� I � / 7.::-----____„\7 � BLDG. 1-STY. I I Z I 1‹v \ \ I / / / �� I x A PHALT PAVEMENT - � I � �\�%� / 18/ 0- �' I'I� � - �l�✓El2 OO 2 1-STY. S z 18� \�\ ______,---- \() 18• J 0 x WD. FR. DO NOT ¢�i / / r1 g.5 9 �. - T GAR.\ I � ' x VACUUMS ENTERit o \ \ Zo 3- ip @ @ - © RIM=16.04 ::._ � � \ \ /// > 1 1f(// ( \� - / X ® W - BLDG. POLICE O \ X 80 N \ \ II IIII I I �� \ �X L �-, IMPOUND 2 1-STY. 1 I:-I - I X \ \ \ I I I ( �/� /,r-- --/---------7-1- - '- \A `:-* 8' CHANLINK YARD ONC. PAD WITH = A/ I I M-11.73 X o UTIL. \ I � �: FENCE CNANTENNA BLDG. \ IIII // / \ A/C UNITS o WI q I cm I \ \ / 11 (�lI �� 1` \` DOG PENS J I I A i �' tr ��--2i71111//11 // � ��N I l 2 SATELLITE , ANTENNA 1 G �.� / \ \i X ` \ lIl I di L-�__ -�' _ /X • = DISH PAD GENERATOR ' / __ RI -I ;, \ , \ .. _ ` - J/ ASPHALT PAVEMENT 'RIM'S oo I \_____ - ��- _ #259D LIL #259 0\ � tar- v, / \ \ \ �/�� - - X GI�f- O 8' 'CHAINLINK FE•N6E -111--%1- R -7 N ruili� c-F-Nc - - - Ie sH-- _ _ LIL • 59 - - - - - -CC 11 - a) - - "UEM LIL #259 N 46'51'22" W 1020,48' a cn 0 TD DATE 1 BY 1 DESCRIPTION 1 APPROV. BY OVERALL SITE PLA \ REVISIONS TOWN OF SOUTHOLD - HIGHWAY DEPT. v 0 50' 100' mm SOUTHOLD, SUFFOLK COUNTY, NEW YORK a) F-1 Akii Aa SOUTHOLD FUEL DISPENSING FACILITY c IE 3 NEµ = OVERALL SITE PLAN O , 1 0 'y �; ,o cc L. K. McLEAN ASSOCIATES, P.C. N ."''" ' �'� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOIOIAVEN, NEW YON 11719 % o o. 56`�6b ' � Designed By: MF Scab: AS NOTED DRAWING N0 � _ _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drawn By: MF Date: APRIL 20142 • Q Approved By: RGD Re No.: 13108.000 /� �//////7 /// " ///// /// �� m // ��' KEYED NOTES: \\'-/---_ \-N,1( =s \ //��/Aitto ///�/ ///// // ////////81/// ( / ) x DEMOLITION NOTES / _ �� j �Gi /i/� ��1 /l / r - 1 REMOVE CONCRETE PAVEMENT (2,510 SF) AS REQUIRED1. ALL PROPOSED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE S.C.D.H.S. X - \�(��\� /// � % /////�/� I I FOR PROPOSED WORK. SEE PROPOSED SITE PLAN. X° ,X - -\\\�� \�j�/ 1 \\\\\\\�= //%//%/ / /� / i 2. THE CONTRACTOR SHALL MARK OUT EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO i - �� i// \ \\\\�__�//%j / iiia�� x x x \ui 1 \\\�_�jj/j /////��\\�� / 2 FULL DEPTH SAWCUT CONCRETE (418 LF) AND PROTECT UNDERGROUND UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ��/ ////�„. \ \ _ EDGE TO MAINTAIN A CLEAN CUT. I / \ 3. THE S.C.D.H.S. (854-2523) IS TO BE NOTIFIED 48 HOURS PRIOR TO TANK REMOVALS, ABANDONMENTS, AND _ /01//////j��\�\=�� \ I I 3 REMOVE BUILDING (1,081 SF SINGLE STORY), CONCRETE INSTALLATIONS. • ( I I//�/I f(�j-�_�`\_��-- �� NN I x SLAB, CONCRETE FOUNDATION, STAIRS & ALL ELECTRIC • �� I I EQUIPMENT. 4. PRIOR TO EXCAVATIONS IN PAVED AREAS THE CONTRACTOR SHALL SAWCUT THE CONCRETE TO THE APPROXIMATE LIMITS I ��` \� ��\`\\ 4. 1 Thl SHOWN OR AS REQUIRED AND DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE EXCAVATED CONCRETE AS , 1 xo I IIfIIj/llllilIIIIIIlllll�� \/• I I \ �� SPECIFIED. lIIIIII IIII \\ / J � 111111 I / STORAGE 4 REMOVE EXISTING TANK, ROOF, CONCRETE SLAB & ALL • { Ib ❑ I I IIIII III Ill\ �� `� / I II II II I BUILDING x TANK EQUIPMENT AS PER SCDHS & NYSDEC STANDARDS. UND = UNDERGROUND I I L /V IIIIIIII I III IIIII ��\\ - / / //�IJII1111 II IIII / / / 40' DIA. 5. ABV = ABOVE GROUND © x x al I IIIII I �II� IIII( \ \\ / / //// IiIIIIII / 9 I F51 RELOCATE EXISTING STOP SIGN. SEE PROPOSED SITE OUT = OUTSIDE • I I �ll\�'�\\ \ �/ / VI/J/1111/ / PLAN. IN = INSIDE ' - �� \\\ \ // x © - ---i I/ \ \\�\\�__\��\��\\ /�� /%J� / / 6 EXCAVATE AS REQUIRED (4,565 SF) FOR PROPOSED 6. EXCAVATION WITHIN 15' OF ANY STRUCTURE IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL FROM THE OWNER. \ �� , /// / WORK. SEE PROPOSED SITE PLAN. ALL UNSUITABLE OR • ��- _ `\\�\\\�� %/�/�/ I EXCESS MATERIAL IS TO BE REMOVED OFF SITE. 7. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO ~' _ _ -_____=��\� zj/ / / SUCH MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. ----' p ! - \��\ // I x 7 REMOVE EXISTING CHAIN LINK FENCE (21 LF). ' r a ��" - \ �\ _ / / / STORAGE 8. EXCAVATIONS IN VEGETATED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS WITH NEW TOPSOIL AND SEED AS rto / HOLE / ( I I I BUILDING 8. CONTRACTOR SHALL VERIFY EXISTING CONDUIT CAN BE SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AN ACCEPTABLE STAND OF GRASS. REUSED TO RUN THE POWER & CONTROL WIRING FOR �'� x / `\ I\ / I I I I 50' DIA, x THE ALARM PANEL & FUEL MANAGEMENT SYSTEM. 9. COPIES OF THE TRUCKING MANIFESTOES SHALL BE PROVIDED TO THE ENGINEER WHEN PETROLEUM PRODUCTS ARE BEING I / EXISTING WIRES ARE TO BE REMOVED. TRANSPORTED FOR DISPOSAL. ' I \/ I 10. ABOVE GROUND5' • i I '� TANKS SHALL BE NO CLOSER THAN FROM ANY PROPERTY LINE OR COMBUSTIBLE STORAGE. DIESEL • I I I \' S\ TANKS SHALL BE NO CLOSER THAN 10' FROM ANY BUILDING OR COMBUSTIBLE STORAGE. / ) \ 011. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE OWNER WITH AN UNINTERRUPTED SUPPLY OF THEIR FUEL / I DURING ALL PHASES OF CONSTRUCTION. THIS MAY BE ACCOMPLISHED BY PROVIDING TEMPORARY TANKS OR SCHEDULING ii / ,`0 \ \ THE INSTALLATION OF PROPOSED TANKS PRIOR TO REMOVING EXISTING TANKS. X Co' 1 \ x ' •I X N / .� r7 12. ALL CONCRETE TO BE AIR-ENTRAINED, 4,000 PSI, 28 DAYS. COVER WITH CURING MEMBRANE 7 DAY MIN., 5 - 8% AIR 1 1 ' x / / / I © (-) 6-147-E ASPHALT PAVEMENT CONTENT. xi , 1 OZ I / k \ \ x 13. EACH TANK EXCAVATION TO BE BACK FILLED TO GRADE W/ CLEAN GRANULAR SOIL FROM ON-SITE IN 6" COMPACTED � i / �a I LIFTS JI ; �_ y a / CI I c�Nc. �'1 0 ' / S I THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS '• ' h 2Q I / W, 0 PROPANE TO PROTECT PROPERTY AND PERSONS WORKING IN OR NEAR ANY _ 1-STY. 7 TANK EXCAVATION. THE PRECAUTIONS SHOULD INCLUDE, BUT ARE NOT LIMITED TO : O G (a �� Q ~ v / WD,I FR. I 1. LOCATION AND PROTECTION OF ALL UTILITIES NEAR THE EXCAVATION PRIOR TO EXCAVATION. Q' 0 © �� I/ e I x 2. MEANS OF SECURING OR SHORING THE EXCAVATION WALLS. © © 3 I Q 1 '___ 3. MEANS OF EXPOSING PERSONS TO HAZARDOUS FUMES FROM THE EXCAVATION. \ it © Z I _ti I 4. PROTECTION OF PERSONS FROM HAZARDS ASSOCIATED WITH WATER ACCUMULATION IN THE EXCAVATION. o \ , 6 w \�� I CONcRE-7-E CURB 5. BARRICADES AND/OR FENCING TO PREVENT UNAUTHORIZED VEHICLE OR PEDESTRIAN TRAFFIC. TO BE INSTALLED MIN. Ch'AIN�INK NCE n 3'-0" FROM ALL OPEN EXCAVATIONS E- - ®RIM=15.42 D \ / _� r ) 7 r-� G 6. INSPECTION OF EXCAVATION AND SURROUNDING AREAS AT LEAST DAILY. i ' \ I \ 1 MAIN E OCK yIGyWAY I G 7. COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS INCLUDING PART 1926, SUBPART P. \ I \ 44 MANCE BARN I 8. CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING ELEMENTS TO REMAIN DURING DEMOLITION AND Z \ \ N ELEC.PANEL c\ CONC. \ _ _ CONSTRUCTION. n \ \ P ` - I to 9. PROPERTY SLOPE SIDES OF EXCAVATION OR PROVIDE SHORING SHEETING AND BRACING TO PREVENT CAVING1 _ \ - - _ _ I OFFICE M EROSION OR GULLYING OF SIDES OF EXCAVATION. x c� I r N � � � _ - - - 18.5- - I ^i k OO / / �� I \ -18.0_ _ - - - - _ I 10. ALL SHORING TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE, HIRED AND PAID _ _ FOR BY THE CONTRACTOR \ rte - � - _ _ _ N � x 1TE._ x ri D l / - 17.p_ - = � 8 \ ,�) \ \ rn ' ��0 / I 0 CONCRETE PAVEMENTS ;i Z \ h W-BEAM GUIDERAIL 2 \ R1 :._� 5.5 1/ v / / `�1 0 y / --16.5 LEGEND " .- 1 .0111111 i ASPHALT PAVEMENT 1 1 5 A.- II \ �� 2 ►�� ' I•:• • . . ... / ,16 ��-16.5 ��i > ► \ �� ►�� / _ / .- wr. 4 �� ♦�� \ �� \ \ J �� ►�� CONCRETE PAVEMENT REMOVAL 6-_ c---15.5 ,. ......_ _ _� 0 - T T / T T - T / Lakv),7\ N. fr, +��1�•��r1r'� --- - 7 EXISTING TANK TO BE REMOVED ° n TT ---- T `\�/// + + + + + , �' r:. .� r.. ........ : ::: $ o GAS > / , + + + + + 17 PROPANE - - x-11.O \ /\V\\ •0J � PROPANE t.-::::: �•1 • TER E _ _ / • / + + + + + �t;:::::a GAS TANK TANK a) � . / •• x • • x M. • x �_ x \ + + + + + t::: : ; !�_ ;+i.•++ +�++:++++ EXISTING BUILDING TO BE REMOVED cr I / \ 6' CHAINL INK FENCE x -7-�° GxA i 6 / + + + ++ + + + � ► :::i METER . . . . . . 7 -- ♦ F .: -. + + + + + :r: 4 i °GATE I I \/ / / ��-'.♦.....4' ♦i I �� %� AREA OF EXCAVATION & GRADING ii 0 c:11 / �,- ��A • 76 4 ) HIGHWAY 1-1/2 STY. ASPHALT ��\\ o / /♦11.11 . S� I (-) l RT/GRAVE ^ WD. FR. BARN ENANCE PAVEMENT OL - -18.5- - FULL DEPTH SAWCUT 3 I / EXISTING CONTOUR i a I r16.5� ri I I l Z cn © ,� •i c� r / J / �,I o l / a> � \ �7 . b EXISTING PI �6 0\ ,� 0- GRADE 0 O i, l ��,E�� x x x U ' 0 .'. 1 0 DARK BROWN LOAM i / / � P ,L ........ x 14* , t?.4 ' a ( / �/ / C BROWN SILT I ,� / �///LL 4.0'3.0 BROWN SILTY SAND / I r O�PANEIL 0 1 DIR TGRA VEL I I x Tii BROWN FINE TO MEDIUM SAND / 1 ` T i q DATE BY DESCRIPTION APPROV. BY riip ki 9 0 \ I L /p`rn REVISIONS 11 SED/PUMP di �, TOWN OF SOUTHOLD - HIGHWAY DEPT. PALE BROWN FINE TO COARSE SAND ii tr) HOUS� SOUTHOt.D, SUIFFOLK COUNTY, NEMI YORK _ • 6 ... ,.- �.� 15.1' , `r ) I L. ,, Aa 0 WATER IN PALE BROWN FINE co 1 \ �� SOUTHOLD FUEL DISPENSING FACILITY TO COARSE SAND I ) \ /x= E � 23.0' / � UEM� n`� A ' / °-' I'? DEMOLITIONS & REMOVALS PLAN TEST HOLE / ry, . ,...ris G. '4.• . �, �� (NOT TO SCALE) DEMOLITION & EJOVALS P 15 5/ - Bus , ' , ; ��' `' L. K. McLEAN ASSOCIATES, P.C. di- n�brei `16'5 S TDP� J n w CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BOEOOIOUIYEN. IEMI YORK 1171st RIM= '(g._ �1- & DRAWING 0 0 30' 60' �'�` --� x__-_-4-;- --1_ - • oN 0 \ ' - r- '/#64 `rte' o. b6y86 Designed MF scale: AS NOTED o i FESS �� ro SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drawn MF Date: APRIL 2014 Z Q, MAIN ROAD CS.R. 25) Approved By: RGD File No.: 13108.000 3 ■ \ I -`l as -- 0 �� -- GENERAL 2 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. 1-S7Y, BLOcA, Ma 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC. FOR THE MAINT HIGHWq y INTENDED PURPOSE. ENANCE- BARN 1 CONC, ► _ I 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. PAD m �� ► I it _ _ 17 "� f 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND �- \ �~ _,, ► RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, ,n . . . __, >< '" \ '18.5 . "� '� .), ..... ... _ OFFICE- III" WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. . . f'-) i "' \ \ 1$.p ___ �- ► ..... .... , „._ ► ► „, 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETC. m \ 1 -I�. ._ 20 b EITHER EXPOSED OR CONCEALED. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN AND/OR --_ �-7 VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THE AFFECT THE WORK. '” \ 5/ -� - 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS I .� /1 N \ n AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVISES / ITEMS. _ I 19 \ 18 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED / WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS AND "' '�� \ (1) RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER. p� CONCRETE PAVEMENT 1 "' 12 \ 1111 N 8. NO SMOKING / STOP ENGINE SIGN TO BE POSTED IN ALL DISPENSING AREAS. III �i \ �` \ �; 9. TANK FILLS TO BE COLOR CODED USING THE AMERICAN PETROLEUM INSTITUTES SYSTEM OF IDENTIFICATION AS / ` Elli 2 5 1; IMPLEMENTED BY LOCAL CODE. - 16.5— / 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. N/ 16.5 1 \:..._ IO O 3 , / 114 13 . .,—'.,:" © ,...._,_. ......,.. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES / PIPING, � h I' • . . .I• 'o ETC THAT EFFECT THE WORK. \ ° f. ...:.•l •• -I — T. --->&:, . ,4 \ El C •,•,`, . h12. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL. THE DESIGN :�;' • • • • I,� ENGINEER HAS NOT BEEN RETAINED TO PROVIDE ANY FURTHER DETAIL THAN IS REQUIRED BY THE COUNTY OR SECURE " a `•� '�- -�- r z-�� ANY OTHER PERMITS WHICH MAY BE REQUIRED PRIOR TO THE COMMENCEMENT OF WORK. E _( . � 6 5 ^ 14 50.8 EEo d X E e""" tE , aF 'II i a o GAS y _ _ \ — 1 d J , id 13. THE DESIGN ENGINEER HAS NOT BEEN RETAINED TO PROVIDE A SHORING DESIGN. THE CONTRACTOR SHALL BE j •. J . . . ' 15 � ' .d.: . I 16.5 .•GAS I RESPONSIBLE FOR PROVIDING A SUITABLY DESIGNED SHORING SYSTEM TO PREVENT CAVE INS WHERE APPLICABLE. / I:. • : . :� 4.. •" METER '-c-- 4 X e X a • ' I AT 1 1 / ��•'s � ' ." '�s; •:. .'•.1 � lij �- 4' MAX. TANK NOTES: �^. 8 rr . .a .427•.0'' D cn �„ 1 3 6 xI1' / is I-` 6 5 • ,r \ t \ 1. INSTALLER IS TO FIELD PRESSURE TEST TANK AS PER THE MANUFACTURERS WRITTEN SPECIFICATIONS PRIOR, rn 1 76a 1 �� IASPHALT DURING AND AFTER INSTALLATION. +- : ' : • _ 76 T / HIGHWAY 1-1/2 STY PAVEMENT / y / ( 2 l _ S� / / WD, FR. MAINTENANCE 2. ALL UNUSED TAPPING ARE' TO BE PLUGGED. np 65.1 , '� DIRT/GRA VEL ^ BARN a ' / / 3. INSTALLER TO PROVIDE CERTIFICATIONS FROM THE TANK MANUFACTURER AND PIPING MANUFACTURER THAT ALL / WORKERS HAVE SUCCESSFULLY COMPLETED REQUIRED TRAINING FOR ALL PRODUCTS SPECIFIED. . 1 , I I 10 521 8 I n 1 4. ABOVEGROUND TANKS TO MEET THE DESIGN MANUFACTURING STANDARDS OF U.L. 142 AND BEAR LABEL INDICATING Ail THEY MEET THIS STANDARD. I (- / a 5. ABOVEGROUND TANKS TO MEET THE DESIGN STANDARDS OF NFPA30. /LI 165— j \ / �' 6. MEASUREMENTS FOR TANK LOCATIONS ARE TO THE SIDE OF TANK. : ------ / / �P LEGEND 'l ~ ( • a . a PROPOSED CONCRETE WORK / I OK Q. ... e t a. ' 1 / , EL EC, Q ' I. / i �� PANEL . . . • . . . . • PROPOSED TOPSOIL Sc SEED 0I D R O P O S _. D SITE PLA\ PROPOSED CONCRETE CURB 0 20' 40' E PROPOSED ELECTRIC 0)0 o m inemommommom_ _._.. OH PROPOSED OVERHEAD ELECTRIC 0_ KEYED NOTES: — — — PROPOSED SAWCUT i 1 CONTRACTOR SHALL SAWCUT CONCRETE (418 LF) FULL DEPTH AS DETAILED 14 CONTRACTOR SHALL INSTALL NOV SYSTEMS RED THREAD IIA BELOW GRADE DOUBLE WALL -18.5- — - EXISTING CONTOUR SUPPLY PIPING AS DETAILED & AS PER SCDHS STANDARDS. {16.5}-- PROPOSED CONTOUR i 2 CONTRACTOR SHALL INSTALL CONCRETE PAVEMENT (2,600 SF) AS DETAILED. 15 CONTRACTOR SHALL INSTALL EMERGENCY SHUT OFF SWITCH, REMOTE MECHANICAL PULL 3 CONTRACTOR SHALL INSTALL TOPSOIL & SEED (860 SF) AS DETAILED. STATION, CONTROL HEAD, PNEUMATIC ACTUATING CYLINDER, REMIOTE ANNUNCIATOR & SIGN AS o DETAILED AND AS PER SCDHS REQUIREMENTS. U- �, 4 CONTRACTOR SHALL INSTALL THERMOPLASTIC PAVEMENT MARKINGS (260 SU) AS DETAILED. 16 CONTRACTOR SHALL INSTALL ALL CONDUIT, CABLES, CONTROL \WIRING & PULL BOXES c (,) S CONTRACTOR SHALL INSTALL CONCRETE CURB (165 LF) AS DETAILED. REQUIRED FOR THE COMPLETE INSTALLATION OF THE TANK ALARM, CANOPY LIGHTS, FIRE a SUPPRESSION SYSTEM & TANK MONITORING SYSTEM AS PER THE NEC. a 0 6 CONTRACTOR SHALL INSTALL CONCRETE RETAINING WALL (23 LF) AS DETAILED. 17 CONTRACTOR SHALL INSTALL OVERHEAD CONDUIT, CONTROL WIRIING, TELEPHONE AND POWER 76 7 CONTRACTOR SHALL INSTALL 250KW NATURAL GAS GENERATOR AS DETAILED. TO THE OMNTEC ALARM PANEL AND FUELMASTER PRO FUEL MANAGEMENT FROM THE TANKS. `L DATE BY 1 DESCRIPTION APPROV. BY `. 8 CONTRACTOR SHALL INSTALL 10'X12' PRECAST BLDG. W/ MAST & NEW ELECTRIC PANEL AS 18 CONTRACTOR SHALL INSTALL OMNTEC MODEL# OEL8000II ALARM PANEL W/ OMNTEC DETAILED. AUTODIALER MODEL #AD-8-1 ON THE WALL INSIDE THE EXISTING OFFICE. REVISIONS 19 CONTRACTOR SHALL REUSE UNDERGROUND CONDUIT TO RUN CONTROL WIRING AND POWER TO I I I 1 I TOWN OF SOUTHOLD HIGHWAY DEPT. 0 9 CONTRACTOR SHALL INSTALL NEW OVERHEAD 30 ELECTRIC SERVICE AS PER DETAILED & AS — CD PER NEC. THE PROPOSED OMNTEC ALARM PANEL & EXISTING FUELMASTERZ PRO TANK MANAGEMENT SOUTHOLD, SUFFOLK COUNTY, NEW YORK ( SYSTEM. ii, 10 CONTRACTOR SHALL INSTALL TWO 8,000 GALLON HOOVER VAULT TANKS (1 GAS & 1 DIESEL), 20 CONTRACTOR SHALL CONNECT RELOCATED FUELMASTER PRO 35(00 TANK MANAGEMENT SYSTEM SOUTHOLD FUEL DISPENSING FACILITY SPILL BOXES (2), MONITORING SYSTEM/ALARM, CONCRETE SLAB (567 SF), CONCRETE FILLED TO THE EXISTING CONTROL PANEL LOCATED IN THE BASEMENT OF THE HIGHWAY OFFICE. o BOLLARDS (28) AS DETAILED AND AS PER SCDHS REQUIREMENTS. i a 11 CONTRACTOR SHALL INSTALL 24'X36' FUEL CANOPY, "THE ATTENDANT II" FIRE SUPPRESSION ��NJE ' ko-- PROPOSED SITE PLAN o SYSTEM & LIGHTS AS DETAILED AND AS PER NFPA 30 REQUIREMENTS. 4 © d cn ftij CONTRACTOR SHALL INSTALL 6" THICK CONCRETE DISPENSER ISLAND (175 SF), TWO DRESSER t a L. K. McLEAN ASSOCIATES, P.C. -t- o WAYNE DISPENSERS MODEL# 3/G7203D/28GHJ/JS3 W/ HOSE MAST, CONCRETE FILLED . " `1, W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAYDI, NEW YORK 11710 I 0 o BOLLARDS (4) 8,t RELOCATED FUELMASTER PRO FUEL MANAGEMENT UNIT AS DETAILED AND AS 'I'O 56 '6' Designed By: MF Scale: AS NOTED DRAWING `V o ai PER SCDHS REQUIREMENTS. o Drawn DBy: MF Dote: APRIL 2014 L rn 13 CONTRACTOR SHALL INSTALL RELOCATED STOP SIGN (1) AS DETAILED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4Approved By: RGD File No.: 13108.000 26' 24.78' - TANK EQUIPMENT LIST 24' J NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER 10.8' -- 3.0' 1 4" NPT PHASE I VAPOR RECOVERY 2 2" NPT MECHANICAL GUAGE OPW / MODEL# 200TG—ENG IND JHO'. 11— 4 ° ° 4 ° 3 6" NPT FILL d d ° d d ° d ° d <7• d • - d a d 0.5' 4 4" NPT LEVEL GUAGE OMNTEC / MODEL# MTG-6 • d 5 3" NPT LEVEL TRANSMITTER SIMPLEX ' _ — — — , 6 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 d 0 . 1 7 2" NPT PRIMARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 8 4" NPT SUBMERSIBLE PUMP 13 FE PETRO / MODEL# STP200—VL2-15 (DIESEL) iilD 16 0 d FE PETRO / MODEL# STP150—VL2-15 (GAS) 9 2" NPT SPARE L 0 0 10 18" NPT ABOVE LIQUID MANHOLE CONTAINMENT SOLUTIONS / HOOVER VAULT 4 00 0 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 — _ — — — — SECONDARY CONTAINMENT 7.92 7,25 0 ` 0 ° 12 8" NPT EMERGENCY VENT OPW / MODEL #201-8080 0 13 2" NPT SECONDARY MONITORING PIPE 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT .-. d 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT — 0.5' . 4 © O • ® 16 N/A SPILL BOX SIMPLEX / FUELPORT � 0 0 0 17 2"/3" BELOW GRADE FRP PIPING NOV FIBERGLASS SYSTEMS / RED THREAD IIA (2" PRIMARY, 3" a — — SECONDARY) e go • 18 2"/3" ABOVE GRADE PIPING DOUBLE WALL DUCTILE IRON (2" PRIMARY, 3" SECONDARY) in ( ( ( 0 ( ( d ( 0 ( J - ( c. 19 2" BALL VALVE OPW / MODEL #21 BV-0200 a a d ° 4 ° 4 d° d ' d d ° 20 N/A TRANSITION SUMP AST / MODEL #2922 D.5 �- -- a ° ° d 0.5, _� f 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 1 5' PROPOSED 10" THICK REINFORCED ® 22 2" TEST BOOT OPW / MODEL #TBA-3020 10.5' - 1 .5' -- CONCRETE SLAB AS DETAILED. 23 N/A SUMP SENSOR OMNTEC / MODEL # BX—PDS PLAN VIEW 24 N/A INTERSTITIAL SENSOR OMNTEC / MODEL # BX—PDS N.T.S. 0 0 _ 2" STD. PIPE FOR �._ 1 0 MONITOR ACCESS . o iii> )a_ )I I' $� 4" SPACE BETWEEN �' I I ..• - '6:°. - - '' I a - 4 .. ♦ 6 ♦ '_ 4 , ' .Q.. ' • - ..+ . .. . 1 d '♦ 4 a♦ a.. aI 4 ♦ 4 , a. -. a 4 .. .d. •.♦ - a A4 .a. e A .♦. � a e d . '• • +. .a'.'• '1• '� � ''• .�•. .� INNER AND OUTER TANKS FILLED W/ II '.• LIGHT WEIGHT 2 HR. FIRE-RATED MATERIAL PRODUCT g 11 41 yr FLOAT II '• 12' ABOVE GRADE HOOVER VAULT TANK j • UL_ 142 LISTED 0 ii 6.25' 6.92 1 . 8,000 GALLONS ,If • 4 d 1 +r1) • I It PROPOSED 10" THICK 0 + I '•d REINFORCED CONCRETE II _ FLOAT= SLAB AS DETAILED. U U 4 6„ 01 ! _i_ ., _o 6 ,.,0 ® d 4 ° 4 4 d • d 4 I <0.83' d .83 �, GRADE _ ° d . „ ' ° d GRADE • d. ,� `� . - 24.78' 8.5' _y 2 L. i Ni 26' — --- "'". ��\ REAR ELEVATION VIEW i TO ■ EXPLOSION PROOF PROPOSED 10" THICK DISPENSERS JUNCTION BOX SIDE ELEVATION VIEW REINFORCED CONCRETE ® 20 �j N.T.S. SLAB AS DETAILED. RMC CONDUIT FOR FOR ELECTRIC. SEE LINE ,° FRP ADAPTER - DIAGRAM. cn c C a TANK u) 0 GROUND CLIP Z D (TANK) ANCHOR CLIP REBAR 1" CONDUIT SLEVE DATEDESCRIPTION APPROV. BY —#4 BARS c. 12" O.C. CHAIRS EVERY REVISIONS 5/8" X 4 3/4"4" STAINLESS EACH WAY TOP AND BOTTOM 48" MAX. o01 ••�� EPDXY COATED 2 ..�xX , STEEL HILTI KWIK BOLT II GROUND ROD CLAMP TOWN OF SOUTHOLD — HIGHWAY DEPT. �3" MIN. / SOUTHOLD, SUFFOLK COUNTY, NEW YORK 0 CONCRETE PAD °� . a . ° � '° a, • . . a ° II a �cov.di a _ 114PP: a GROUND ROD (1.1) 01S: \ a aa o _ SOUTHOLD FUEL DISPENSING FACILITY S' — — — — ` 7A ° d ' a 4 _ 2" MIN. a ° ,'o a n Lam, „ w •" ° COV. ° d -• �° a /�;��;��;��;��;��;��;��;��;�� Q . 8 , 000 GALLON DIESEL TANK o a • d a 10 CONCRETE PAD _ _ _ a. D,��! w L K AAcLEAN ASSOCIATES, P.C. o •.a COMPACTED SUBGRADE ' * IQ ' k 1k ,, K. a a -- COMPACTED - - �, SUBGRADE - c �, CONSULTING etxRramtS 437 SOUTH COUNTRY RD.. eROOIQu►VEN, � YORK 1171• 0 o cr N TYPICAL CONC. SLAB DETAIL , . •Na• 56yts6�t�'�� Designed By: MF snob: AS NOTED �""�"G • ANCHOR CLIP DETAIL N.T.S. GROUND R 0 D DETAIL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R�FEss\o�', ' Drown By: MF Date: APRIL 2014 6 Q N.T.S. N.T.S. Approved By: RGD File No.: 13108.000 26' TANK EQUIPMENT LIST 24.78' J 24' J NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER 1 4" NPT PHASE I VAPOR RECOVERY 10.8' --0-- 3.0' —0- 2 2" NPT MECHANICAL GUAGE OPW / MODEL# 200TG-ENG 3 6" NPT FILL ® 1 --40- '143' -iti- d a v d .a V\ v ° v ° d d d a , 4 4" NPT LEVEL GUAGE OMNTEC / MODEL# MTG-6 A d v d ( t v [ a s 4 d' 0.5 5 3" NPT LEVEL TRANSMITTER SIMPLEX 1 1 < < ( i-- 6 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 ° — — — a i 7 2" NPT PRIMARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 08 4" NPT SUBMERSIBLE PUMP FE PETRO / MODEL# STP200-VL2-15 (DIESEL) FE PETRO / MODEL# STP150-VL2-15 (GAS) 1 O ° 13 9 2" NPT SPARE • 10 18" NPT ABOVE LIQUID MANHOLE CONTAINMENT SOLUTIONS / HOOVER VAULT • ° m 0 liD 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 4 © . 0SECONDARY CONTAINMENT zR7E:OEcNyn.0 v 128" NPT VENTOPW / MODEL #201-8080 7.92' 7.25' () — ' 13 2" NPT SECONORING PIPE 0 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT / ir-. 4' 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT 0.5' . 16 N/A SPILL BOX SIMPLEX / FUELPORT 4 ® 17 2"/3" BELOW GRADE FRP PIPING NOV FIBERGLASS SYSTEMS / RED THREAD IIA (2" PRIMARY, 3" v- © 0 0 O 0 SECONDARY) * — — N _ — — , 18 2"/3" ABOVE GRADE PIPING DOUBLE WALL DUCTILE IRON (2" PRIMARY, 3" SECONDARY) 1 in c [ c 0 d J < 19 2" BALL VALVE OPW / MODEL #21 BV-0200 • v 4 a d d • v 4 20 N/A TRANSITION SUMP AST / MODEL #2922 5' °_,__ v a a a d ° d v d ° 0.5' 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 0 22 2" TEST BOOT OPW / MODEL #TBA-3020 —� 1 5' PROPOSED 10" THICK REINFORCED 23 N/A SUMP SENSOR OMNTEC / MODEL # BX-PDS 10.5' 1 .5' CONCRETE SLAB AS DETAILED. 24 N/A INTERSTITIAL SENSOR OMNTEC / MODEL # BX-PDS PLAN VIEW N.T.S. 0 0 lIlD Ali I 0 M" STD. PIPE FOR ONITOR ACCESS 7 Il 1 Ei it 1 alG • ) I I (• yc� 4" SPACE BETWEEN ♦ ♦ •- • - a. •. .•. - d�- J ` -.. • •" ... d • ♦ -^-. • . ld : .;,.. A. N ..i 11 .11'. .' • INNER AND OUTER 4 1 TANKS FILLED W/ II . • LIGHT WEIGHT 2 HR. m FIRE—RATED MATERIAL PRODUCT 8 II •e♦ I 1 FLOAT • 12' ABOVE GRADE I HOOVER VAULT TANKt. © y UL 142 LISTED 0 Il a 8,000 GALLONS 6.25' 6.92 .00 _ If =D D .41 d` f) I III Of . . • PROPOSED 10" THICK `d REINFORCED CONCRETE 0 FLOAT= '' II I I = SLAB AS DETAILED. 3 LI 4"-6" 1 ; . '. • ' d_. - ♦ • ♦ •. e •. !d-. 4 • - .. ♦ - ; -• . : � •' `d as d v .a _ - , ' ♦ •a s :. _ .. ♦. - • a!• .� ♦ • _ . ..•t. d ° _ •j .. • ". •. ' 4 ' .. ♦. . 11 ° 4 v 4 v •d ° v < .83' 83' L. ° • 4 ° o GRADE ® ad 7 A v d GRADE ,, • 4, .Y I a J 11118.5' ~ / 1 24.78' .... j 1 lirt 4110 26' Co — —= I"" �� REAR ELEVATION VIEW cn TO • EXPLOSION PROOF PROPOSED 10" THICK DISPENSERS ® a JUNCTION BOX SIDE ELEVATION VIEW REINFORCED CONCRETE N.T.S. -. SLAB AS DETAILED. RMC CONDUIT FOR FOR N.T.S. ELECTRIC. SEE LINE 0 FRP ADAPTER — a, DIAGRAM. c u) c a. z TANK U) GROUND CLIP a) 11 " DATE BY DESCRIPTION APPROV. BY (TANK) ANCHOR CLIP REBAR 1 CONDUIT SLEVE �� #4 BARS ® 12" O.C. CHAIRS EVERY REVISIONS rn �� 5/8" x 4 3/4" STAINLESS EACH WAY TOP AND BOTTOM 48" MAX. ' - o ..�xx STEEL HILTI KWIK BOLT II EPDXY COATED — — _ — 4 GROUND ROD CLAMP TOWN OF SOUTHOLD — HIGHWAY DEPT. �3" MIN. a °aSOUTHOLD, SUFFOLK COUNTY, NEW YORK CONCRETE PAD d e. ° ° COV. d' GROUND ROD (71( tiliiii4.? 1141 . °- • - - _ ` = —� SOUTHOLD FUEL DISPENSING FACILITY C ° ° d d d _ , — — — — ` 1 �, ° d a ° 2" MIN. c d —� E o ° 1/4 n L', ,; ` ' ° ' ,\COV. 1111% _ ,t,::`' E 1 ;. �-,° 8 , 000 GALLON GAS TANK O .d° d-. d- - •�a d d< » �ii`ji`ji`ji`ji`\ji`ji`ji`ji`ji`j — • 10 \i\Ai\Ai\Ai\Ai\Ai\AA \�i\�i\�� CONCRETE PAD L,� ` ~ Of, � 4O - - - 7NGEit L. K. IcLEAN ASSOCIATES, P.C. o d COMPACTED SUBGRADE COMPACTED - — �,;.��d ° e a ° — firCONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOMIAYEN. NEW YORK 11719 0 o SUBGRADE Na ,��bb t' DRAWING ' Designed By: M F Scale: AS NOTE D (N TYPICAL C 0 N C. SLAB DETAIL ''�'4'oFEssw�� a ,.-- ---. ,°, , ANCHOR H 0 R CLIP DETAIL N.T.S. GROUND R 0 D DETAIL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ", Drown By: MF Date: APRIL 2014 7 Q N.T.S. N.T.S. Approved By: RGD Re No.: 13108.000 a NOTE: '. FUEL DISPENSER MODEL 2HP SUBMERSIBLE PUMP TO BE MODEL# STPM200 AS #3/G7233D/GJK AS MANUFACTURED MANUFACTURED BY FE PETRO (f 1 OPW # 60VSP-1001 VAPOR BY DRESSER WAYNE OR APPROVED ' _ - CONCRETE CROWNED TO SHED WATER SIPHON PORT REMOTE ANNUNCIATOR 1-1/2" PVC CONDUIT EQUAL (SEE DETAIL ON THIS SHEET) 2" FOR ELECTRIC TO FIRE SHEAR VALVE TO BE ��i '� PORT DETECTOR ALARM DEVICES INSTALLED WITH SHEAR _ ©' ORANGE REFLECTIVE TAPE BAND 1/4" NPT �� T GROOVE FLUSH TO 3/4" r PART OF DISPENSER INLET PIPE 6" DIAMETER STEEL PIPE TANK PORT = „ I FILLED WITH CONCRETE12.50 DISPENSER BELOW TOP OF FLOOR - PAINTED 2 COATS REFLECTIVE WHITE 1/4" NPT 10.65" ii/i ..............,..._........._...._(:::._ I I OFFMSWITCH OPW EMERGENCY SHEAR VALVE '� i7 ��1 SEAL SPACE BETWEEN DISPENSER AND #1OBHMP-5830 _0 EMERGENCY SHUT- DISPENSER PAD WITH SILICON OR GROUT DISCHARGE OUTLET CONTROL HEAD E:BAH r -///••••//-4/./4" FINISHED GRADE RISER PIPE 2" NPT -SERIES S - FRE 0 FIRE.ei,. .. TOP OF CONC. _ /•�.�.//./.•.•././-4/•/.4" MANUFACTURED Y rush STABILIZER KIT MODEL# _ `�_� � �� • \ I lit a 4" NPT PYRO-CHEM RPULL 4�. ' 6" MIN. Azi " III! i APPROVED EQUAL SBK-25 AS MANUFACTURED DISPENSER ISLAND REMOTE MECHANICAL BY APT .t>" D i i PULL STATION MODEL I ;,P.€_A, GRAVEL I D ELECTRIC TO BE CONNECTEDIF DISCHARGE/LEAK PNEUMATIC ACTUATING RPS-M AS >= <:;; ;,� TO CONTROLLER MOUNTED DETECTOR CYUNDER MODEL MANUFACTURED BY 1"PVC CONDUIT TO DISPENSER ISLAND D MANUFACTURED BY DISPENSER AC JUNCTION BOX -� J — IN THE HIGWAY GAGE CENTERLINE — I — PYRO-CHEM MODEL# STP-SCI AS PYRO-CHEMOR N- HOSEMASTER FIRE-SHIELD FLEX (0 D. •c. MANUFACTURED BY FE I RISER/COLUMN APPROVED EQUAL 1" PVC CONDUIT TO ALARM PETRO. INSTALL AS PER " " PANEL INSIDE BUILDING CONNECTOR PIPE CENTERLINE MANUFACTURES SPECIFICATIONS. RMC CONDUIT 5.80`` 2 9'-0" GALV. f f /— SCH. 40 SUPPORTS EXPLOSION-PROOF JUNCTION BOX .----------#" ALL SUMP PENETRATIONS TO HAVE 2'-O" DIA. MIN. SEE LINE & UNISTRUT i BULKHEAD FITTINGS CONCRETE ENCASEMENT DIAGRAM LIQUID-TIGHT DISPENSER SUMP LM SERIES 12. TYP. 2HP FE PETRO SUBMERSIBLE PUMP DETAIL SIGN AS DETAILED - AS MANUFACTURED BY APT ' - PROPOSED A.O.PR MARY PIPING SMITH 2" FRP BOLLARD DETAILS NOT TO SCALE �'-- FIRE as\NEIN NOT TO SCALE SUPPRESSION ,.I NMANUAL RELEASE DISPENSER LIQUID SUMP SENSOR LOCATED -7PROPOSED A.O. SMITH 3" FRP PNEUMATIC ACTUATION AT THE LOWEST POINT OF SUMP BY VEEDER SECONDARY CONTAINMENT PIPING LINE AS MANUFACTURED ROOT, MODEL 794380-208 FUEL DISPENSER IMODEL# BY PYRO-CHEM OR TEST BOOT W/ TEST VALVE. PULL 3/G7203D/28GHJ,/JS3 (TWO PRODUCT, REDUCER W/ AIR STEM APPROVED EQUAL GALVANIZED STEEL PIPE FITTINGS, TYP. BACK AFTER TEST TWO HOSE HOSE (DISPENSER) W/ HOSE (DETACH FROM SECONDARY MAST AS MANUFACTURED BY DRESSER PIPE WHEN NOT TESTING) 2" FRP ADAPTER WAYNE12"O X 3'-0" RUBBER BOOT COMPRESSION RING CONCRETE BASE TYPICAL DISPENSER SUMP EQUIPMENT SECTION 115' FUEL-FLO SOFTWALL 4 BAND CLAMP e , NOT TO SCALE SPIRAL MODEL# 109201(GAS) �\ 2"'ggi.p \\ PROPOSED A.O. SMITH & 110201) DIESEL AS &�j� ,\1.;\\ FRP PRIMARY NOTE. MANUFACTURED BY IRPCO mJJ�am ii PIPING. EQUIPMENT AND METAL GASOLINE DIESEL STRUTS SHALL BE ) MOUNTED SECURELY TO RED LETTERS ON �� _ 17 AUTOMATIC NOZZLE MODEL# THE PROPOSED UTILITY BUILDING. „ WHITE BACKGROUND 111A (GAS) & 7H (DIESEL) _ �� — AS MANUFACTURED BY OPW �44iqi FIRE rigSa /SUPPRESSION MINAlMili /111111111 . 2" HIGH .�. ;,;; �0/11 PROPOSED A.O. SMITH 3" FRP FIRE ALARM NOT MOUNTING DETAIL MANUAL R E LEASE LETTERS (TYP') I," ,,� SWIVEL BREAKAWAY MODEL# / TSEEPCONDARY CONTAINMENT PIPING = G -i 66SB-7575 (GAS) & • O 66SB-1010 (DIESEL) AS MANUFACTURED BY OPW INSIDE TURBINE ENCLOSURE / SUMP OUTSIDE TURBINE ENCLOSURE / SUMP 12" x 24" ALUMINUM SIGN SIGN NOTE — SIGN MUST BE LOCATED IN CLEAR VIEW OF FLEXIBLE ENTRY BOOT GASOLINE FUEL DISPENSER. f/ I 111N0TES:ALL. EXTERIOR PANELS OF DISPENSER SHALL BE FOR FIBERGLASS PIPING TYPICAL "APT" TRANSITION FIRE SUPPRESSION MANUAL STAINLESS STEEL. NOT TO SCALE SUMP DETAIL RELEASE SIGN 2. INSTALL AS PER MANUFACTURER'S NOT TO SCALE NOT TO SCALE SPECIFICATIONS. 3. OWNER TO CHOOSE COLOR. EXISTING NEW SURFACE TO MATCH SURFACE EXISTING CONDITIONS TYPICAL DISPENSER & ACCESSORY DETAIL YELLOW LETTERS WITH NOT TO SCALE . BLACK BACKGROUND `•` ' Is 4" MIN. ' •, . CAUTION _....,...- 11=11.=11:=Ju: A � vo��,�1� � uaU �w� )v�,:>1=T1=T_T= MIN. 2" HIGH RED LETTERS ON WHITE BACKGROUND 11=11=II=I _ " U o CJ �LA11�11� I:=11.-41=11? 0 00 (7I.l - — 11=1f=u=1 z • o� 0 1-IC=1f=Z .11-11=11? 0 11RHAT : WHEN ALARM BELL SOUNDS TANK .------ LETTERS (�•) � �� I-IIII FILLED TO CAPACITY WARNING ATTENTION FILL OPERATOR .nJ1.ASI w ••0w ��. " / 3- PRODUC {��i.„ k " Id� =(I=II=II: BLACK LETTERS WITH Pim N o .W a V - �/� �; DO NOT OVER FILL -- YELLOW BACKGROUND =11?/0 ��', 0• o44' 1— .IIT IS UNLAWFUL AND DANGEROUS TO DISPENSE A TIGHT FILL CONNECTION I�I� o n^, �,.I� ." „ k� FUEL INTO UNAPPROVED CONTAINERS 0 NATIVE SOIL o MUST BE USED DEPTH VARIES 1,� o 4 0 18" x 26" ALUMINUM SIGN MIN. 2" HIGH 0a 00• I Pe‘ ' / �1 ALL EXCAVATED AREAS TO BE i/ LETTERS (TYP.) USE OFA LOOSE FILL NOZZLE "„ 00 1 40S BACKFILLED WITH PEA GRAVEL ac NO SMOKING STOP MOTOR ► �� - —�-�— •. • •.z► SIGN NOTE MAY • RESULT IN A 1�� v �►�� ' .• �� 3/8" X #4 PEA GRAVEL I SIGN TO IBE MOUNTED ON LIGHT POLE ON TANK DURING FUELING OPERATION HAZARDOUS DISCHARGE �Vo0 o z�0o�2 3" PRODUCT rn SIDE OF THE ISLAND FROM THE FILL (PORT ...NI/ �.� o �`� 0o v TYPICAL UNDERGROUND PIPING 18" ��a,_ ila x 26" ALUMINUM SIGN Fir o of max COUNTY DEPARTMENT(OF TM �0��' __�- MO • ; EXTENT OF OVERcn FILL SIGNTRENCH NOTES NOT TO SCALE EXCAVATION SIGN NOTE LETTERS TO BE A MINIMUIw1 2" HIGH PIPING TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SHOWN ON THIS DETAIL / SIGNMUST BE LOCATED CLEAR VIEW OF 18" x 30" ALUMINUM SIGN SAWCUT ASPHALT, INSTALL 1/2" FELT EXPANSION JOINT AND REPAIR SURFACE TO MATCH EXISTING GASOLINE FUEL DISPENSER. FOR ALL AREAS WHERE NEW PIPING IS TO BE INSTALLED BELOW GRADE. 7-- SIGN NOTE NO SMOKING — STOP MOTOR SIGN SIGN MUST BE LOCATED IN CLEAR VIEW OF FILL MINIMUM BURIAL DEPTH: CONCRETE PAVING: 7"; ASPHALT PAVING: 9"; NO PAVEMENT: 20" NOT TO SCALE OPERATOR WITHIN TANK FLUNG AREA rn CROSSOVER DISTANCE: PROVIDE MINIMUM OF 4" VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL FRP N 15.00 } �27°0----� WARNING SIGN DETAIL PIPING WHILE MAINTAINING MINIMUM SPECIFIED BURIAL DEPTH c )a_ immom 4.00 I I I I ; WHITE LETTERS ON NOT TO SCALE imommil o 3.0o TYP. �' RED BACKGROUND MMIMMMMMMMWM MMMMMEMMMMMMM MMMOIMMMMMMMMM �— it EMERGENCYI MMMINIMMMMMMWM L' 28.00 MAX. 1 1DATE BY DESCRIPTION APPROV. BY c,.319.00 MIN. SHUT—OFF MIN. 2" HIGH 15.50 SWITCH LETTERS ( ) REVISIONS rn 000 TOWN SOUTOF HOLDSOUTHOLD, SUFFOLKCOUNTY— HIGHWAY, NEWYORK DEPT. o L. 26.00 - 40.00 -- (:m) 4ti .,\ 12" x 24" ALUMINUM SIGN 0 _doc END VIEW SIDE VIEW SIGN NOTE SOUTHOLD FUEL DISPENSING FACILITY SIGN MUST BE LOCATED IN CLEAR VIEW OF .o E LARGE MOUTH DISPENSER GASOLINEFUEL DISPENSER. �,��ofN4 �.� TANK DETAILS ° SUMP EMERGENCY SHUT— OFF SWITCH SIGN , G o �, I o NOT TO SCALE NOT TO SCALE 1 ` •' '71:11' :;,�% * `I L. K. McLEAN ASSOCIATES, P.C.P. v , !1! ��' W 1 CONSULT1NO ENGINEERS 437 SOWN COUNTRY R11.. BROOKHAVEN. NEW YORK 11719 E, o �� ii—: , lv k oN oo • 4' 5 C ned M F � ,+A 56ya �� "• scab: AS NOTED DRAWING o =,90FE5SIO�P� Q ro SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '`` Drawn MF Date: APRIL 2014 8 Q / Approved By: RGD File No.: 13108.000 0 1 PROPOSED CANOPY. SEE S U R EA C _- S C H E D U L E CANOPY DETAIL SHEET ( 1 i PYRO-CHEM "THE ATTENDENT II" FIRE SECTION/DESCRIPTION REMARKS SUPPRESSION SYSTEM TO BE INSTALLED IN THE CANOPY. CANOPY SUPPORT. SEE CANOPY _.---HYDROSEED AS SPECIFIED DETAIL SHEET. h� �� GRASSED AREA (ALL • 4"(MIN.) DEPTH OF TOPSOIL DISTURBED SURFACES CONTRACTOR TO REINSTALL EXISTING ' • NOT OTHERWISE 7111-111--m—iii-i_ii 111-1-11-111-1-11 it FUELMASTER PRO FUEL MANAGEMENT UNIT lHT _HWiI =—I 1 I—I— 11 SUBGRADE PAVED OR PLANTED) AND CONNECT TO THE EXISTING CONTROLLER IN THE HIGH WAY OFFICE BUILDING. 14.5' PROPOSED DRESSER WAYNE GAS/DIESEL -el2.69' f --J 2.69' DISPENSER MODEL# 3/G7203D/28GHJ/JS3(TYP. I ISLAND FRAME. OF 2). SEE DETAIL SHEET. \ I [ PRIME &F PAINT .ME d (":-, 1 YELLOW PROPOSED CONCRETE FILLED BOLLARD (TYR OF 4). SEE DETAIL SHEET. o . 3,72' .) 3.72' SIGN TEXT DATA TABLE 31 3.5' DESCRIPTION TEXT SIZE OF SIGN MUTCD NO. COLOR OF TYPE OF I (L X H) BKGRND. LEGEND MOUNTING 0.8' ) ,t•\ G.M. BITUMINOUS EXPANSION JOINT AT \ % STOP SIGN STOP 30"x30" R1-1 RED WHITE S.P. --.6-- 4.8' 10.2' 10.2' 4.8' PERIMETER OF DISPENSER ISLAND. 1 .3' -2-- 30.0' - r••- 1 .3' NOTE: FIRE SUPPRESSION SYSTEM SUPPORT STRUCTURE AND FEATURES TO BE DESIGNED INSTALLED CONTRACTOR. SHALL RE PONS BILITY OFTHECONTRACTOR BETHEDISPE \ SE ISLAND E LEVATI O \ VIEW TO OBTAIN ALL NECESSARY PERMITS FROM THE FIRE MARSHALL. N.T.S. 30.0' O O 1 DISP. n FUEL MGMT. DISP. 5.0' I I 0 R-2' (TYP.) DISPENSER ISLAND PLAN VIEW N.T.S. TOP OF CURB 3 vi 10 MIN. o 11 0 6" c 0 I- i rn I co 3 FINISHED Y2" RADIUS. i GRADE 6" [-..- GRADE LINE BOTTOM OF CURB o #4 BARS ® 12"O.C. CURB T E V I \AT I O N D ETA I L cn 6" DOW CORNING 890 EACH WAY' TOP & BOTTOM 4 SILICONE JOINT N.T.S. c 0 I 13"x18" SMOOTH EPDXY SEALANT REBAR CHAIRS EVERY i 1 GRADE COATED BARS © 24" O.C. 48 MAX. TYP. POLYETHYLENE 18" EXPANSION CAP .4---a + DATE 1 BY DESCRIPTION APPROV. BY cki °• 3" MIN. COV. 4 d o, V.I.F. EXISTING PROPOSED . REP CE ENT REVISIONS 4. 4 2" IN. COV. E[1. (( lii -1‘6\ TOWN OF SOUTHOLD HIGHWAY DEPT. A \ \\ \\ \\ \\ \\ \y \ \\ \\ \\ \\ \y�y/� \\ \\ \\ \y\\ \>/may/ \ SOUTHOLD, SUFFOLK COUNTY, NEW YORK o0aoc) SOUTHOLD FUEL DISPENSING FACILITY a I-I— 9" —� CONCRETE AS SPEC. 4,000 PSI CONC. (TYP.) c PREMOLDED BOND BREAKER COMPACTED SUBGRADE E EXPANSION JOINT 15 MIL VAPOR BARRIER j,/' : f NE " ` SITE DETAILS CONCRETE CURB SECTIO \ '1 G 461' l� N.T.S. TYPICAL CONCRETE PAVEMENT DETAILa= �� ' L. K. MCLEAMI ASSOCIATES, P.C. " u- CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOIGIAVEN. NEW YORK 11719 0 0o N.T.S. c .■ DRAWING N 0 .'o. 56ya`, �, : Designed By: MF Scale: AS NOTED o 'P.CFESS`O N, a r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown By: MF Date: APRIL 2014 Q Approved By: RGD File No.: 13108.000 NOTES: * * 1 ) CONSTRUCTION 12 GA. H.R.S. * * WA \ I \ G C) 0 kr 7.12 ,17, 1-1, 2) FINISH: SMART PUMP POWDER COATED WHITE1 . THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I,DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS 3) DUE TO SYSTEM COMPLEXITY SOME OR NON—HAZARDOUS LOCATIONS ONLY. COMPONENTS MAY NOT BE VISIBLE IN ALL VIEWS 2. WARNING — EXPLOSION HAZARD — SUBSTITUTION 4) ALL DIMENSIONS ± . 125" OF COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS. 3. WARNING — EXPLOSION HAZARD — DO NOT SERVICE _ _ THIS EQUIPMENT UNLESS POWER HAS BEEN TURNED - FLUSHER TUBE o --- OFF OR THE AREA IS KNOWN TO BE NON—HAZARDOUS. In, �� _ — _ �� — - — - — 2.750 \ O 1� — — — — — — �l o a o o - - 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR kill I �� O O SEALING BARRIERS REQUIRED. INSTALL PER APPLICABLE i ° — — ° I 1 5.000 I ._ 5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THE II■■ I I w. `— ____F- _ H E-� _____ ___[_ �i le NATIONAL ELECTRIC CODE. 1 ! ■� �� , 3- / 6. MAXIMUM LENGTH OF CABLE T?SWM CNCEDOTHEip374 ° 11' \ EE± f0L 1 `-' / '�� °I IS 38,666 FEET. 19. 395 I — L. PUMP Ogr---IMOr 0I�� I ADDED ° °a _ ' ° 1 -41 .,, 1 -5/8"x3-1/4"x1 0" 0 1 I I 01 = UNISTRUT FOR MOUNTING FLUSHER TUBE ASSEMBLY o o —I _ VAPOR RECOVERY DETAIL 1. }00 1 Il T JT G6. 000 76. 000 i� ALARM HORN T 0 P VIEWI I EXPLOSION PROOF I I ® I EXPLOSION PROOF I CONTROLLER ENCLOSURE OUTPUT 3 .0 0" NPT. 1 0 0 0 0 0 0 ON CUSTOMER SUPPLIED PIPE 1 o fl o1 j _ _ _ ___________ 1 ...... im)—(.. .. 0 , 1 n_ n .MON.ua. ��' 1■ .a, 6 o 0 0 0 0 - 1 0 0 � ` BV1 iIit- 0 0 0 `L. cid , I 0 0 .S �. .-_ QUICK DETACHABLE QDI COUPLING PART Btill11111 1 'I . 1 0 L J 0 -1 J. 3.00" 1 �� 1 58. 782 BV2 RB1 1- `nen 1 O 0 0 0 0 0 0 _ SCV PURGE 1' PIPE CLAMPS VALVE FOR 4" PIPING 0 £'—{ ice■ wI ', .! j(f—D\ ° ° 44, 000 DP DUST PLUG WI jet D ES ' 3.00" ��Q��O U N 2 � �_� _ 0., � 'I 06) 1 KI I � 0 . 1 1 ... ... q _0 X TRUCKERS 1 ) , o 0 0 ,-, B F — — �''ry �_ �_ + °° GROUND STUDjat--\ _ "`I 'P.,11° BV2 All o SUMP ' ' ° , �, c DRAIN ,_• 111 a -- - BF ■ lai •: r EARTH L' _ _ ■ I■ _ /_T_� o GROUND CI C�_ 0 I t ■ ■[0� I 0 0 g 0 I `` ..'� • TEE1 RB1 '' NIP1 0, MN A • 0 0' '-->. 4 1 r L c cn - 25. 822 0 EXPLOSION PROOF a MOTOR 5 H.P. TEFC BEARING FRAME RIGHT SIDE VIE W 0 713 PUMP 300 G.P.M. @ 55FT. HD. DATE BY DESCRIPTION APPROV. BY e E( THE INFORMATION HEREON IS THE PROPERTY OF SIMPLEX, INC., F R 0 N T VIEW REVISIO v AND/OR ITS SUBSIDIARIES. WITHOUT WRITTEN PERMISSION ANY NS al COPYING, TRANSMITTAL TO OTHERS AND USE EXCEPT THAT FOR ° WHICH IT IS LOANED IS PROHIBITED. TOWN OF SOUTHOLD — HIGHWAY DEPT. ©2013 SIMPLE(, INC. ALL RIGHTS RESERVED c, SOUTHOLD, SUFFOLK COUNTY, NEW YORK U 0 v (1'111 SOUTHOLD FUEL DISPENSING FACILITY c 0 0 yf;7 ®G ` t DIESEL SPILL BOX : . -: ' - L. K. McLEAN ASSOCIATES, P.C. 1 ,',A. 1 CONSULTING EN06NEERS 437 SOUTH COUNTRY RD.. IDOOIQIAVEN. NEW TORIC 11719 ONO �� r > cid �,A o0. 56 4'' fined By MF snob: AS NOTED DRAWING Q v. FEss\Ov Drown By: MF Date: APRIL 2014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 0 Q el: Approved By: RGD File No.: 13108.000 NOTES: 1 ) CONSTRUCTION 12 GA. H.R.S. * * WA I N I \ C * 'I` eA5 o [1=3 [11R4M 2) FINISH: SMART PUMP POWDER COATED WHITE 1 . THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I, 3) DUE TO SYSTEM COMPLEXITY SOME DIVISION 1 GROUP D, HAZARDOUS LOCATIONS COMPONENTS MAY NOT BE VISIBLE IN ALL VIEWS OR NON-HAZARDOUS LOCATIONS ONLY. 2. WARNING - EXPLOSION HAZARD - SUBSTITUTION 4) ALL DIMENSIONS ± . 125" OF COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS. 3. WARNING - EXPLOSION HAZARD - DO NOT SERVICE 1 o 7 THIS OR THE AREANIS KNOWN TO HAS BEEN N-HAZARDOUS. 10.3 FLUSHER TUBE 2. 50 I —0 - - 1 o e o o �� +� 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR I ' 0 - - A SEALING BARRIERS REQUIRED. INSTALL PER APPLICABLE ri, I -I - H 5.000 _ itr5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THE II�� mil ��.�, _ _ NATIONAL ELECTRIC CODE. ----" /----- r 6. MAXIMUM LENGTH OF CABLE TO BE CONNECTED TO THER. 17. 374 0 ��- " "p -" II --- / la 01 INTRINSICALLY SAFE BARRIER SYSTEM IS 38,666 FEET. L J_ _ I ± �-_ L. PUMP 19. 395 - - _ r L k 1°—_� I k 7 ' I ADDED ► � �� ' ° „- 1 ��1 1 -5/8"x3-1/4"x 10„ I kt y I 01 Emma UNISTRUT FOR MOUNTING FLUSHER TUBE ASSEMBLY 1 u 1, _ VAPOR RECOVERY DETAIL $ 1, 000 1 1 I 1 1 r (3) t I I I I (, T T 66. 000 — _ _ 76. 000 / ALARM HORN TOP VIEW I I EXPLOSION PROOF I I V9, I EXPLOSION PROOF I CONTROLLER ENCLOSURE OUTPUT 3.00" NPT. 16 x16 x6 r 7 O O O O o 0 00 �, CUSTOMER SUPPLIED PIPE 1 r n - - 0 - I M ° �.-- ,� _� _ _ I • Q,_____,, ° O BV1 i Eli I Lft E 0 0 — cid I i -7 --i- 0 QD d • W —1 o 0 CI I �. QUICK DETACHABLE I VP COUPLING PART B „ 1 6 ° L ° I a dei ~' VAPOR RECOVERY 3.00" I - "� • I� 58. 782 .E:::!:L. 4.00" CONNECTIONCAP _ _ z 1 � ' RBI I I 0 0 0 0 0 0 0 _ SCV PURGE I� PIPE CLAMPS _ VALVE NMI 1 FOR 4' PIPING ° I � I • ° DUST PLUG 11111114 0)=10 i DP II UN21 t I GAS 44. 000 3.00" �� 5 O I ,...., cp \I] 41 X 40 0 CI I I ' 014 �� I m° 0 0 o I ' N GROUND STUD TRUCKERS � 1� 'I�" s�� BV2 -;uI 0 SUMP "" 0 - - - - - - - ,.., ,� , DRAIN ,i' If —ter— �� - - - pp `BVI UN k II �"_ 10.000 -- anAIL EARTH , / �1— O Ir �� GROUND _41 O< J 13.500 0 0 . 0101.11.11111. �:cp :" — NIP1 TEE1 RB1 ° r' — I— —I U o Li. J Q, N 25. 822 c EXPLOSION PROOF a MOTOR 5 H.P. TEFC BEARING FRAME RIGHT SIDE VIE W 0 -6PUMP 300 G.P.M. @ 55FT. HD. L DATE 1 BY 1 DESCRIPTION 1 APPROV. BY THE INFORMATION HEREON IS THE PROPERTY OF SIMPLEX, INC., F R 0 N T VIEW AND/OR ITS SUBSIDIARIES. WITHOUT WRITTEN PERMISSION ANY REVISIONS al COPYING, TRANSMITTAL TO OTHERS AND USE EXCEPT THAT FOR WHICH IT IS LOANED IS PROHIBITED. TOWN OF SOUTHOLD - HIGHWAY DEPT. 0 ©2013 SIMPLEX, INC. ALL RIGHTS RESERVED 7,, 1"1.01,c Ak SOUTHOLD, SUFFOLK COUNTY, NEW YORK 0 6 SOUTHOLD FUEL DISPENSING FACILITY a Lc) ler,- a --1-• , GAS SPILL BOX I 0�, Alt L. K. McLEAN ASSOCIATES, P.C. ,i- — o �, CONSULTING ENGINEERS .� SOUTH COUNTRY �.. �oolau►va. �w roc 11719 oN 0 � �rQ5sya6 \\, ,F Designed By: MF scare: AS NOTED DRAWING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES —, D By: MF Date; APRIL 2014 1 1 Q/. Approved B . RGD File No.: 13108.000 ASPHALT SHINGLE ROOF 0 _ 1/2" CDX PLYWOOD SEE TYPICAL / 2" INSULATION BAFFLES IN EACH CAVITY \ RIDGE DETAIL �/�' (MAINTAI2X6" AIR SPACE RAFTERS ® 6P10 C) ." , LINE OF ROOF OVERHANG 2X6 ROOF RAFTERS / SIMPSON STRONG TIE ANGLE �/ / ® 16 O.C. 112 MODEL #FWANZ INSTALLED / 12 ON EACH RAFTER & C.J. —— 12" WALL 4 � . 8 ' 8 " GALV. ANCHOR BOLTS ,, . r 0 12" O.C. / ♦. o n 0 / 2X4 P.T. SILL PLATE 3' I ' —� —► 12" �— / DRIP EDGE �/ 1. i -� - 2' 3 SEE TYPICAL ►�''�'��'� ��' ��2X6 C.J. O 6" O.C. )()O ��°� I—— i" SHEET ROCK EAVE DETAIL L.,. LLIA ILII �17(X . ; �. . a i �` " SHEET ROCK 2X6 FASCIAh 12" —► . • • - 2" RIGID INSULATION ► ' a • 11 1X6 AZEK FASCIA �w - 4 2" RIGID INSULATION . • • A i R-14 INSULATION . a o 6" CONCRETE WALL \ / " SHEET ROCK TRIPLE 2" BEADED, INVISIBLY a • ,, •. �► VENTED VINYL SOFFIT TYPICAL GFCI \ U 2X4 NAILER 11 —8 . .7. P. ff 3'— " HARDIE HARDIE PLANK SIDING. SEE DETAIL . i 3' = `(!) PLANK SIDING 6" CONCRETE WALL 2X4 P.T. FURRING N STRIPS 0 18" O.C. s GFCI 2 D 8'-1" s . 6" CONC. WALL r a II 0 o 12' '' A A r TYPICAL EAVE DETAIL 4 • SCALE: 1"=1'-0" 3. a 3068 '�• •• 4' CULTURED STONE -7 lid • - 1:$ c SURFACE MOUNTED N ' INDUSTRIAL FLUORESCENT '' ' WITH 2-40W LAMPS (TYP (2) #4 CONT. T&B (TYP.) ;0 2 #4 0 36"O.0 'I V ' -- . V ASPHALT SHINGLE /�� 2) LITHONIA L240120 . . —x_7 x; .x �x _x.--7--.x x — �- — ROOF /// F-63 INSERT TYP. i 12" 5,000 PSI CONC. • •.' •1.°'• il —6 x 12 x 12 CONC.SLAB ON GRADE W/6"x6" b 3' MIN TYP• W2.OxW2.0 WWF. SLAB LEVEL ( )W IN " IN BOTH DIRECTIONS • •• � ____---ligriliiiiiiiih.....c,--T m1 \\ / SIMPSON STRONG TIE • MODEL #LSU26 INSTALLED 2X4 KEY • • •. 12" ON EVERY RAFTER WALL 3 12" (3) #5 REBAR, CONT. COMPACTED SUBGRADE • •• - •a ■ L _ ^ . L f 2X6 RAFTERS /\� /\�//\�//\\/\� \/\\//\\//\\//\\///\, 16" \ f UNIT HEATER #5 0 12"O.C. /�r � //��/��/��i/��i//�� 0 O.C. _— 24" TYPICAL RIDGE DETAIL 10' ELECTRICAL CONDUITS, AS LEGEND 10' SCALE: 1-1/2"=1'-0" REQUIRED, TO TANKS & TYPICAL SECTION DISPENSER ISLAND $ SWITCH SCALE: 1/2"=1'-0" 0—‘,.., ` (IP OUTLET FLOOR PLAN —+•-- 1 HOME RUN AND CIRCUIT SCALE: 1/2"=1'-0" ELECTRIC • V-6" rim-- I 2X4 TREATED FURRING I'll,", HARDIE PLANK • • ✓ 0.091 SHANK X 0.221 STAINLESS STEEL . . .X 1.5" LONG CORROSION RESISTANT MORTAR SCRATCH COAT COR—A—VENT SV-3 (OR NAILS. APPROVED EQUAL) PLACEDIN BETWEEN FURRING STRIPS A 4" CONC. WALL MORTAR SETTING BED AT BOTH TOP Sc BOTTOM 1111!9111111 o... OF WALL (TYP.) a Q STONE VENEER INTERIOR _ MORTAR JOINT (WHERE USED) TYPICAL WALL ELEVATION ve N ° % 2X4 TREATED FURRING STRIPS 018" O.C. CULTURED STONE® CORNER N.T.S. v� d �( I PIECE — ALTERNATE SHORT Q �� ( � END RETURNS ABOVE AND <° 6 " (5" EXPOSURE) HARDIE PLANK ` BELOW AT CORNER SIDING ) j� (SHOWN DASHED) o i ! DOUBLE WRAP WRB AROUND GALVANIZED 10D NAILS 0 12" 0.C. VERTICALLY it �- f CORNER 16" MIN. — BOTH SIDES c Z - 4" CONCRETE WALL I a COR—A—VENT SV-3 (OR APPROVED EQUAL) 0- PLACED TIGHT IN BETWEEN 2X4 TREATED o FURRING STRIPS FOR VENTILATION AT THE BASE OWENS CORNING CULTURED STONE OR APPROVED EQUAL �, AND TOP OF THE WALL. D Li- 1 1/4" STARTER STONE VENEER DETAIL ITE BY DESCRIPTION APPROV. BY �'i STRIP N.T.S. REVISIONS o „ t. ii �� Ib li i TOWN OF SOUTHOLD — HIGHWAY DEPT. Q Q Q =`.---_-- 0.091" SHANK X 0.221 HD SOUTHOLD, SUFFOLK COUNTY, NEW YORK a , pI X 1.5 LONG CORROSION k t c iiI HO 111011 II 1 , I RESISTANT NAILS. SOUTHOLD FUEL DISPENSING FACILITY c , , , FLASHING TO BE APPLIED " �"E ''.-- „ 4 `'N UTILITY BUILDING DETAILin \ S i o '� AT THE BOTTOM HARDIE PLANK 'moi-- .,4 . -5 \ SIDING OVER CULTURED STONE. ,, ax * ' . L' Kms' c�LEANAS437 SOUTH SOCIA'TERY RD.. BROOKHAVEN. S',�P.C. (Ni oTYPICAL SIDING DETAIL i `'o. �� `' ' Designed sr: MF scale: AS NOTED DRAWING 06 SCALE: 12"=1'-0" 56 9� r,�.,t,' Drawn By. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESMF Date: APRIL 2014 1 2 Q a Approved By: RGD File No.: 13108.000 36'-0" CANOPY OUT-OUT -.1 35'-8" GUTTER OUT-OUT 0. 13'-0" .w.. 10'-0" 13'-0" .. 3'-0" ACM — WITH COLON IAL PERIMETER -\\,. ... 10'-0" :1hI ± i TRI M GUTTER — 3.0' j .� -- -- -- - — 36'-6 1/2"TRIM OUT-OUT • O 0(-- I 3'-0" CORNER VERTICAL TRIM 24-6 112" TRIM OUT-OUT •- ! ! / TYP. ALL (4) CORNERS -- - - —�- - - - - _ - - - - - - -I-a I 12" TYP. �-- I i , I E.5' — 11.5' I 41 11.5' 6.5' I 12'-0" I ; I 19'-0" , ; 6'-0" 12 24'-0" CROSSBEAM I ! j CANOPY I LENGTH ! OUT-OUT ! I I I +—_____ . + I f 11,_ I HSS TUBE I ! 1 COLUMNS I, 18.0' I ; 6'-0" 141-6" 1 -t- t- CLEARANCE 1 , - 23'-8" 1 I ( HEIGHT n GUTTER ' ! OUT-OUT �- - - - - - - - - - - - - --- - - - I FINISHED GRADE 1 I t I , 1 I J 12' 0"- ( i I 34'-9 ; 6'-0" 1 tPURLIN LENGTH I FRONT VIEW SIDE VIEW ,j-- -- - - -1- - - � __i______ _____7" -- - - --i - - N.T.S. N.T.S. I I 1 I 3,_0„ 0I - PROPOSED FueLED RECESSED /TAPERED GUTTER CANOPY LIGHT MODEL # LOCATION TYP (4) P-16 20 GA DECK PAN DRAINAGE SCUPPER FLED-60-7-UNIV-CVQ-5-WH PLACES SMOOTH WHITE AS MANUFACTURED BY TYP. (4) (PLACES WHITEWAY OR APPROVED EQUAL. DIMENSIONS SIMILAR ON OPPOSITE SIDE P LAN VIEW ir? N.T.S. •1 l'a '' T r_ . 4 R. T ,, A ___________. ,-•,...... .- ,,,, -......„. 36„ 16'-7 7l8" ra o ri COLUMN A.C.M. HEIGHT ' r r r r r r r 1 r r r 1 r r r r r r r r r r ' r t 0 o HSS TUBE COLUMNS a_ W/ INTERNAL DRAINS a a ° t 0 14'-6" ci CLEARANCE 1 P 16 i i :---- [ FINISHED GRADE 0 SIDE VIEW SECTION N ` Y ' \ N.T.S. ._ 6 Tue -, g B R 1'-0" (T) BURIAL ,1 DEPTH DATE 1 BY 1 DESCRIPTION 1 APPROV. BY ckl 0REVISIONS v TOWN OF SOUTHOLD — HIGHWAY DEPT. SOUTHOLD, SUFFOLK COUNTY, NEW YORK N FRONT VIEW SECTION ((l(cti N.T.S. SOUTHOLD FUEL DISPENSING FACILITY g NOTE: o 2 LIGHTS SHALL BE INSTALLED WITH A . ®. , N .. FUEL CANOPY DETIALS PHOTOCELL & MOTION SENSOR W/ L. K. McLEAN ASSOCIATES, P.C. �° AN OVERRIDE OPTION TO ALLOW THE r.: #4, ,+ w sanH cour NOV roc 11719 0 i CONSULTING IDIGNIEERS 437 o LIGHTS TO BE LEFT ON. cl\,,,.‘ N p , �- saga`' ��'/ Designed By: MF scab: AS NOTED DRAWING _6: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES :�_ + By: MF APRIL 20141 3 Qa Approved By: RGD Flls No.: 13108.000