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ST - 13138 INTERURBAN AVE S - JACKSON FOOD STORE - STORAGE TANKS
TAN K(S) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 13138 INTERURBAN AVE S PARCEL NUMBER(S) 0003000108 RELATED PERMIT NUMBER(S) 391-13 152-12 510-06 • Date: 3/5/12 V Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Evergreen Environmental Services located at 13138 Interurban Avenue South 152-12 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall require a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 • TUKWILA FIRE•DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # /50Z RECEIPT # ¥77f2- DATE RECEIVED: 3-5--(2_ DATE ISSUED: FIRM NAME: /El v. $e.s v' S PHONE: - $7 FIRM ADDRESS: / ?leg 911 4v .s. ecce_ G' Yg07 JOB SITE: NUMBER OF TANKS TO BE REMOVED/INSTALLED: INDIVIDUAL TANK CAPACITY (GALS): PRODUCT TO BE STORED: "y Cr3 //S TM e (/),%i/n-4Jtd TOTAL AGGREGATE CAPACITY (GALS): PHONE: e'a ' gas -5a254 exD%kqO S V NAME OF BUSINESS AT JOB SITE: PERSON IN CHARGE: To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ /ov-TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. RemAert/te_sr Ie. -€. ‘47 rte-clro V• ft' PreA— e34--o-F 4-0d sof' s /r),444,9_66 // e) -j w:M 11161,..�. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 Date: 8/19/13 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Pinnacle Propane Express located at 13138 Interurban Avenue South 391-13 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # 39(-i 3 RECEIPT # 272 2 BA– -/3 DATE ISSUED: FIRM NAME: ATTN: COMPLIANCE PHONE: ` 'i1- y0(n 2ort 1375 TRI-STATm PKWY, STE 100 FIRM ADDRESS: GURNEE, IL 60031 JOB SITE: 131-61 erUr\C O A -tie S NUMBER OF TANKS TO BE REMOVED/INSTALLED: 369 INDIVIDUAL TANK CAPACITY (GALS): 3. C 3C(JI on S _eack PRODUCT TO BE STORED: L P Ca TOTAL AGGREGATE CAPACITY (GALS): I oa Le ym X t al L( m NAME OF BUSINESS AT JOB SITE:SIICJ�S�CIS-(Q 3 I. PERSON IN CHARGE: PHONE: Ti -11- L1O(P 2030 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, U and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ i .# TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 Location Name: -S A-cys oN'S Co 3 i Location Address: pas' Qsi Date: , Completed By: 131 38 /rt fr,,-u'ba e, ,c S . ra. /vkc,.,w t, (113geg County: Owner of Building: Number of Cylinders 3 (9 Cylinder Size 2 ' F'opoce.4 -- U 0 Applicant PINNACLE PROPANE EXPRESS Address: 1 ATTN COMPLIANCE 100 GURNEE, IL 60031 1 The.following are required on the sketch as•a minimum: Drawing into be to scale: Location of Cage in relation to proprty lines and dings Scale : 1 Square .= feet Location :of Gasoline Dispensing .units (nomore than 5' per:square) Location, size and ratiniofpniiable fire extinguishers118# minimum, B;C-rating within 50' of cage) Location and type of c olhson prote on::(indicate where ;crash protection will be installed find currently present). Date: 7/31/06 Tukwila Fire Department CONSTRUCTION PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Shell Oil Products located at 13138 Interurban Avenue South 510-06 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted for *to install, construct or alter tank vehicles, equipment, tanks, plants, terminals, wells, fuel -dispensing stations, refineries, distilleries and similar facilities where flammable and combustible liquids are produced, processed, transported, stored, dispensed or used per section 105.7.5 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Ninety Days - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 06/29/2006 12:11 2065754404 -zVs 7(260fr TUKWILA FIRE PAGE 01 TUKWILA FIRE DEPARTMENT • OPERATIONAL PERMIT APPLICATION PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.17, Ch. 34) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.21, table #105.6.21, Ch. 27) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.28, Ch. 38) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.40, Ch. 22) To operate a place of assembly. (I.F.C. 105.6.35, Ch. 10)) To conduct hot work. (I.F.C. 105.6.24, Ch. 26) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.42, Ch. 15) To use any building or portion thereof exceeding 500 sq. ft. for high -piled combustible storage. (I.F.C. 105.6.23, Ch. 23) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.9. (I.F.C. 105.6.9, Ch. 30) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 200 square feet, or any canopy in excess of 400 square feet. (I.F.C. 105.6.44, Ch. 24) APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name: Shell Oil Products Address: 26828 Maple Valley T-rwy #'7A Maple Valley, WA 98038 WITHIN 30 DAYS, THIS APPLICATION MUST BE RETURNED WITH YOUR CHECK IN -THE AMOUNT OF $ IOo.00 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. THE ACTUAL PERMIT WILL BE MAILED TO YOU AT THE COMPLETION OF YOUR INSPECTION PROCESS. Rev. 11/1/04 T.F.D. FORM F.P. 6 King Home News Parcel Map and Data - 000f�0001orf 00046 0// f t1Lw000aa6 0003000046 3 0003000aa0 0003000a0t 4 0003000a06 00030001>08 003000aa2 f4 ~0003000032' , 0003000046 0003000a06 c ifi 000:3000/ /3 4. 1�' v 3 6_King County 7 {C) f i� 7f1 Parcel Number 0003000108 Address 13138 INTERURBAN AV S Zipcode 98168 Taxpayer EQUIVA SERVICES LLC The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." Comments King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Search Washington, United States, North America Shell Cif;Products US' 13138 Interurban Ave S Seattle, WA 98168 0 yds 100 200 Copyright © 1988-2005 Microsoft Corp. and/or its suppliers. All rights reserved. httpJ/www.microsoft.comistreets/ © 2004 NAVTEQ. All rights reserved. This data includes information taken with permission from Canadian authorities © Her Majesty the Queen in Right of Canada. © Copyright 2004 by TeieAtIas North America, Inc. All rights reserved. 300 Project — Dispenser Replacement (Plus Tank will become 2"d Regular Tank) Site List 120628 13701 100th Ave NE Kirkland 120865 1505 NE 205TH Seattle 120993 2461 4th Ave S Seattle 120598 13138 Interurban Ave S Tukwila Scope of Work • Remove 4 existing dispensers. • Replace with 4 Gilbarco Encore 500 dispensers. Two of the 4 dispensers will have diesel (same configuration as existing). • If needed, install adaptor plates. • Install hanging hardware. • Install dispenser valance and numbers. • Convert existing Plus tank to Regular tank. • Manifold piping as needed under dispensers to blend per Shell UST Standard Dwg# S02024300 (3/15/05). • Install Powerbox dispenser manager per Shell UST Standards Dwg# S02022900C (3/15/05). • Replace existing turbines to FE Petro 2HP variable speed turbines • Restart and calibrate dispensers. • Reprogram console as needed. • Reprogram VR TLS -350 as needed. • Perform all required regulatory testing. • Complete applicable information on per Shell UST Standard Dwg# S02024100 (3/15/05). • Shell to provide dispensers, turbines, adaptor plates, hanging hardware, valance and numbers. Other materials to be provided by contractor. \ / When dispensers are being replaced at Shell and Motive owned facilities, RDB 04-06 calls for blending dispensers to be purchased. Per RDB 04-06, the existing mid—grade tank is to be converted to diesel product storage or to a second regular grade gasoline storage tank. If the latter is required, then manifolding the regular and former mid—grade product lines together under each dispenser will be required. This bulletin advisory defines the two manifold options available. — Option 1, the preferred method, consists of manifolding the product piping together below the shear valve. — Option 2, (to be used where shallow dispenser pans are installed), describes manifolding the product lines together above the shear valve. Shell Oil Products US / Motiva Enterprises LLC UST Standard for manifolding two USTs together to accommodate electronic blend style dispensers. Currently. the option to manifold product piping toaether is only available for new dispensers or existing dispensers which co be retrofitted with an electronic blend valve OPTION #1A For new UDC installations which have existing FRP piping, lines shall be manifoled outside the dispenser sump area. Rigid FRP Fittings nust be used. DIAGRAM 1A — FOR NEW DEEP UDC's DISPENSER SUMP PRODUCT PIPING MANIFOLED OUTSIDE THE SUMP AREA l UNLEADED REGULAR LINE #1 UNLEADED REGULAR LINE #2 PREMIUM UNLEADED LINE #2 OPTION #16 Diagram #1B, shows a product manifolded system for an existing deep dispenser containment sump application. Each dispenser is to be manifolded on—site. Supplied as an individual manifold kit for existing UDC installations. The manifold kits contain the tee, nipple, and Flexing EZ fit flex connectors are available from Beaudreau Electronics. Contractor may choose to manifold product lines together outside UDC if a repipe of the site will not be triggered. DIAGRAM 1B — FOR EXISTING DEEP UDC's "oe5 Shawn o . mo """w ",ath.a OPTION #2 If the location being upgraded has shallow dispenser containment pans or if there is no room to manifold the regular gasoline product lines below the shear valve then you will need to manifold the dispenser above the shear valve inside the dispenser cabinet. See Diagram #2 below as an example. You must validate the structural integrity of the existing dispenser containment box, including the frame used to mount the dispenser and the shear valve anchoring system. Based upon the inspection, existing containment boxes may need to be replaced. Manifolding of product lines above the shear valve requires the installation of the Bridged Universal Double Poppet Shear valve part numbers are as follows. • The part number for the entire valve assembly is 521DP—RF—BE—B. • The shear section only part number is 521 DP—SS—BE—B. This would be used where you have existing Universal Shear Valves • If the valve needs to be converted to a bridged model this can be done by replacing the current shear section with the 521 DP—SS—BE—B shear section. The design of the referenced double poppet shear valve allows the secondary poppet to remain open when the line is static allowing proper PLLD testing of the entire product line. A normal double poppet shear valve poppet will close when the line is static creating PLLD line test failures due to bleed—back through the poppet valve. Diagram #3 shows a cutaway of the referenced shear valve. DIAGRAM #2 BRIDGE SECTION DIAGRAM #3 — Bridged Model Double Poppet Shear Valve Monitoring and Control Equipment List: There are two methods available for operation of product manifolded tanks. One method, called the Alternate Mode", is to maintain a balanced inventory in both tanks by activating the turbine with the highest inventory of both tanks. The second method is to deplete the inventory of one tank then activate the turbine of the alternate tank. Based upon review by distribution the preferred method is to maintain a balanced inventory throughout the operation. This can be done by the installing the required hardware below and programming the Veeder—Root console to compare the calculated inventories of both tanks based upon tank size and ATG level, and selecting the corresponding turbine with the greatest value to be activated. The Veeder—Root console will run this algorithm prior to each first activation of a dispenser at the location. The Veeder—Root will not run the algorithm again until after the next occurrence of station quiet time and the next first activated dispenser occurrence. The following is the equipment required to run the manifolded product tank turbines in 'Alternate Mode". These components are supplied by Veeder—Root directly and are available in I—Need Veeder Root 329360-001 Two Inout/Outout Relay Module Installed in the TLS350. Its purpose is to run the secondary turbine (slave). The TLS is to be set up to run in MANIFOLD ALTERNATE MODE per the Veeder—Root Installation and Setup manual. Model R Check Valve (400988932) Installed on the primary turbine to be used with the VeederRoot PLLD — This prevents bleed back into the primary tank when the secondary turbine is operating. Model "65 PSI" Check Valve (402459931) Is installed in the secondary turbine (slave). It takes the place of the transducer and R Check Valve in the secondary turbine. — This prevents bleed back into the secondary tank when the primary turbine is in operation and when the PLLD is in static test mode Veeder Root 331500-301-122 Software — Line manifold tank software. Need to Program TLS 350 to run in Manifold Alternate Mode. This will allow tanks to maintain a balanced inventory. Turbine with highest inventory will be activated. IMPORTANT Program secondary turbine to shutdown when primary tank is above 95% LEVEL This is to account for bleed back through check valve to prevent overfill of the tank. Additional Equipment required if not already installed • Install 2hp FE Petro IST Turbines and Controller if existing turbines aro less than 3/4hp. • Install one PLLD for each product grade •Install DM—EX module (Isolation relay module for the new dispensers) • Install Double Poppet Shear Valves — The bridged valve described above is required for product manifolds above the shear valve. This will allow the PLLD to test the entire line. Locations with existing Siphon Bars If the site Is currently manifolded using a siphon bar and the tank top is being upgraded or the siphon bar needs to be repaired or replaced then manifold the lines at the tank top preferably by installing the product tee inside a new or existing turbine sump and follow the equipment and set up instructions listed for the options below. This will require installation of a turbine and sump into at the slave tank. See diagram below (taken from the VeederRoot installation manual) Ogg These drawings and specifications are the confidential and proprietary property of Shell Oil Products US and shall not be copied, reproduced, disclosed, or used without Shell Oil Products US written authorization. They are intended as contract documents for use on this specific project in conjunction with its issue date and are not suitable far use on a different project or at a later date. REV DATE DESCRIPTION OF REVISION BY APP ■ Shell Oil Products US ■ Motive Enterprises LLC APPROVALS © Shell Oil Products US. All Rights Reserved 2004 12700 Northborough Drive Houston TX 77067-2508 pisimeT MANAGER AREA TECHNICAL MANAGER TERMINAL MANAGER ENGINEER ENGINEER STAMP SHELL/MOTIVA U.S.T. STANDARDS UST MANIFOLDING DETAILS & INSTRUCTIONS FOR ELECTRONIC BLENDING DISPENSERS STANDARDS DATE: 3/15/05 DRAWN: DRAWING SCALE: AS NOTED PROJECT DATE: FACILITY NO. REQUESTED BY: HOVLAND DRAWING NUMBER: S02024300 DISPENSER MANAGER STANDARD MODEL DM -4D -4P -EX EXPAN, LE TO DM -6D -6P -EX Ivl I.1 Ar 1 [. 0 u I� CABINET FRONT VIEW .Nr CABINET SIDE VIEW MOUNTING BRACKETS INTER OR COMPONENT LAYOUT DM -6D -6P -EX OPTION SHOWN 1 1'_ •111. _ .1. 1 1. 4 0.112: 1 1 - NO iYN.im W 7111 CNEI! QI A6 Q'mEO.El. Q 115!.001 IR M =MIL 101(0(12701 - TIp CONTROL MEL NC11OE% MOM MO PRETOTTL210 11p1(Yy�IR�. ME QRN It COMECTED LQI TEM 011110K 0110 nem nue - 111 MTIONM DAPOmW WMVA1 MOO. 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AT 1 -EE -011-110 DETAIL 4.03D - TANK MONITOR/LINE PRESSURE OPTION WITH CONVENTIONAL ` )MERSIBLE PUMPS r- =:.. ------09 OI�r9 II MUM I SI 11 to it MAt�'' ee 4 11 DM11.aw P-�L=---- 11 ^Mn «<IIIIIIIIIIIIIIIU ulL :JSiriiiirir5i55ii.15rr 0 r r c c 11 1 L w EA -_A.a CV= L_- mo 1VW mow w-wo 1� ®® u -�. ro-POOP DOW 0001111. 7 Ia 0000000000 1(Q CABINET FRONT NEW Y0MN0 MOOS CABINET SIDE VIEW INTERIOR COMPONENT LAYOUT DM -120 -6P -EX OPTION SHOWN GENERAL NOTES ABOUT THE DISPENSER MANAGER PANEL: 1 - MO -i'�' ��; 1%111 0111111 011 M Q+aCti Q MO= In 1K EIAC RIML COMOO10 N 1 iM1ID MOWIREMOIrraA' MESE MOO me 114.0E rAwl m E IMO OMR= O QICTROL CO MOC10R. TO 1i ' ■ N*Nm - 111 0001111E MEM 11 14 0. 2011111121) MO 1/01' //111004. - 1111 dIPS lOP • DOnOY OF TE 014.12.4 O AND. 1011 CM' E 000® a1O EDIT 2 - 01107011 IE ROMO OR wawa 01 emu= or M NIm1E 01111011 Immo 5100* E 0010 TO THE 1E00MA 1000E 1110(1100! 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NAF. 4 - DETAIL 4.00D - TANK MONITOR/PUMP SHUTDOWN OPTION WITH ✓ 'ABLE SPEED CONTROL (GENERIC) rz Tem T.M1K 4r err RE we maw. Tomo= °wUM 13 1133 im'�M !Sr r -.;.,} ROAM \-VD Ars E PEP IST -MC' ED POST TA',1 ;N�� SO 1101111111 wow N A. JN. ■i --yMRIlA-J •1 11 OM= MVO 0 vN 1021.2. 7010 0ROa 0110e3O o024 1.04 I A099000000099 TORCIL DMOC1u10ox1D'A'QI■M1O1 011110N■Lw MOM IMMIX MIRO r ma71■s.11c 1o•.I 0 0 0 0 0 0 0 0 0 0 0 0 I I 1 I 1 r 1 . .1(r 01114 L '- Tom ,, 1 .."%301111,1711911502L.' 1 1 L 1 "'"4, , I nn 10 .Ar .MMOL am em& MOVITIO tglit!..411-411110751!!!1:11!1,1•111 I iI l l.p!pi010 Ou' DiOlgipi@igli ldlpipiplpi .I.I.�.I.I.I.I.I.I..I.I..I.I..I.I.I.I.I.I.I.I. 12111:1:1111:111:111161111111;1:111:11111:11:11:11:1 10 011112! LOOPED M ROAOm1 0C1O0UIE - inraeffiNFANCEIMBAWIETEW 4 17!07 101ruszP 111L 0* ALL wQ 70IC0 MEE anal mammon 4- IT1I11 TMTMMl11D ■■pQl1101 �5g7100eNLT scum all= 0* EC.OEM0000 DR 01 AWmlT 111. 4- 8110( IEOIIL[r 1111104. Af 1.70277 AlY1401. Tw INIDDNr MAY MONO ONLY. 10 111 PROEM 4- 110 caw ow meow LEEO a 0) FE PETRO SIT-INK/IED JAM Tor SKIM ® ES TO ALL NDIIYODII A DOGYR11 A WE IDII NEIL r DETAIL 3.01D - TYPICAL DISPENSER WIRING r 1 r 1 1 r 111 1 111 1111 /712 111111 464.66666 1111 Ao- 6. maw n AV 11 1' JI 1 1 11 it � 11 1 1 __ 11 11 AQ o 0°11101.111 KoK - L' -:e OM MO KM KM 0103 FROM TERMINAL STRIP (92MEIO want) Dm`sMOM . ?100 0 00 MEM TO Ir RAL OSP06ER MODULES H_H...11W.M.(In ACK HL. ...Km a IOILQO 1- Pump I .IAA.1M Kon 2-Pump1.1AAu1KKK e. Porto 1 MI 4 _ pump. Au0v12•11 rr_ =J� IL BEI 522 BCE B =ER OsoA".G'� I"B MS= (1) 11p10 6 T rept O�O�/12 0110) NOT MSO E RIM MOM EACH 090E11 (2) 10 IMPOSER # O Or ML IMO (0 O)) 're 012/0 Tnrx.7 QM M 5ENUYOE m*a41l, 05 PER DISPENSER MUAFAc1UREH5 (3) SEE DISPENSER NSMl1AlON MAW FON 1111011101011 UE1/10. (4) ALL FELD SNOW 1011115 MUST E *0* NOH A WAN MUM MEND OF AOC. (5) P'OREI ION 10 E� IRAQ � YL SERMAY 1RERFACE. 10 O 5010 MOT sawmil02. "ONELT016 70 (1) THE 1111 S@ AHD (1lI1EN Cr COIOUCT06 =LTM FOR OOIMAKA10N/b1TA (UC) M1100 MUST NE OEIFA0IG EY 711 SPOFS:CCM OF THE CaPENSETE 'D I W0L 1 17 2 401016 (11024111 MIMED 00160) AE MOWED DETAIL 7.01M - PUMP STATUS/FUEL SHUTDOWN EM -02 (OPTIONAL DEVICES) 004-01 STANDARD REMOTE FUEL SHUTDOWN SWITCH 0/K STANDARD WIRING DETAIL EWE rte" 1 1 'Mow rJ I 1 I om202 110.200 mem ---- anon 0.701 mm ■ EM -02 EMERGENCY STOP SWITCH AND RESET SWITCH •1Ar 0 MOUNTED OUTSIDE AT CODE LOCATION ti4gS: (1) - 111 FRONT OF C 1100(520 SOLLM06 12105-! 1225 'PM PUN 36011Y PLOT IDM!. AN EMERGENCY SHUTDOWN 5111104. MO A RESET SYA101 (2) - Ile FUEL NOT AND NEURAL 2110* CI R MM POWER 70 ILL PS Me L DISPENSERS (1101N(3) - 000701*. REMOTE !X11026 Me MERLE GE. 0111005 NO CAMEL 14011100). (4) - REL 1111001111 129(11 70115 FIAOOE0 11 DENIED E POAET6D7L (5) - ALL FELD *100 TERMINALS MUST E M® 20( A 110110 /6101101/ 1117710 OF 070 F MOUT 6 RCM MESS THAN 100 ANP! M A I1MUx 0(1 AOM PATIO OF 7SC F CROAT 6 RCM OVER 100 MPS FELD WINO 00CA1ED 1F A OWED 1012 (2) - 001 Ma 11121104 00.015 Noon= Fr mem r-- -11ow mm r--__.1 11112.11. r____-1 1.11 IoM -�1d]K '� 1(Ka- KO i 1 r"A.p 1 1 rm•NQ 1 1 r--. 1 1 r 0"'10 1 1 r 0.10 1 1 1 I 1 I 1 2 1 1 1 1 1 011 1 E 1 1 1 1 1 1 Ife 1 1 1 1 I 1 1 1 1 L_ L_____ 1 I 1 1 1 1 1 1 L 1 L_ OF TIC If OIdRf�O I1FS MAIL 11111 �N11ACR MOAT 110(111011 MILL E RIMED if 01106 ARIOT031TIKUm TWD QA M1011. 1210172 FAT HE7111004. 202011 O 1110.14. To 0000110.1E Er 0N*6 `IF EWPENT )%MI5 O OPCTO1 PIM. ;OF w 1 Meat MAPS 0Cul6,PUT 11 i PUP /1 ... 701 1._....JO "'""7.711P1 1'01 PUMP /2 I 011 2 A [ Y $ P2 O , PUP /3 i 700 3 70 P3 •11 PULP F4 14 P4M /5Y •17 PIM H 71( 4 II ROB 5 1 2I 0 50 P4 1( MILK WEN EPMED 1110114. 502 (1 PAP 401) IAO 'MO-Ner 01I1N DETAIL 11.0 - TOPPER LIGHTING CONTROL CONTACT (5105ER MOIL SRP ICOR IO NC #11 OF DB SE( GENERAL IMF FOR DLSPF'N0R TrPPPR 101111111 1311515 • 23104 110FFIMI 1501, 10025 EI TO Re IMMO.1111 0• A IIWTF KIM REFER TO The 151121110-5101=11BE 1 - ROME 1010* ME U511110 COMM CO TILT - 710 FEOURE OTPEND PIMA= MO 1501 W0R1 ED. o0C101 NO1111 E7R DS 10 BEAK 100t11EA1N11! A!0 1F10141L 01 11E WPM=TOAFDL 31111. 01110(01011 OPEONNEC1! 101QH LLE FIE* • ^Y ARO 100101./ 1A'. 0 011107 0 11 THEN REQS FR01 TOWN/ TD ME Of REMOTE 5 T0 / '1 1Y COMM=OR 70 O0 � MUM CE 110011E 120(001 These drawings and specifications are the confidential and proprietary property of Shell Oil Products US and shall not be copied, reproduced, disclosed, or used without Shell Oil Products US written authorization. They aro intended es contract documents for use on this specific project in conjunction with its issue date and are not suitable for use on a different project or at a later date. REV DATE DESCP IPTION OF REVISION BY APP • Shell Oil Products US ▪ Motive Enterprises LLC APPROVALS © Shell Oil Products US. All Rights Reserved 2004 12700 Northborough Drive Houston TX 77067-2508 DISTRICT MANAGER AREA TECHNICAL MANAGER TERMINAL MANAGER ENGINEER ENGINEER STAMP SHELL/MOTIVA U.S.T. STANDARDS POWERBOX SOLUTIONS INSTALLATION SHOP DETAILS STANDARDS DATE: 3/15/05 DRAWN: DRAWING SCALE: AS NOTED PROJECT DATE: FACILITY NO. REQUESTED BY: DRAWING NUMBER: HOVLAND 5020229000 10 011112! LOOPED M ROAOm1 0C1O0UIE - inraeffiNFANCEIMBAWIETEW 4 17!07 101ruszP 111L 0* ALL wQ 70IC0 MEE anal mammon 4- IT1I11 TMTMMl11D ■■pQl1101 �5g7100eNLT scum all= 0* EC.OEM0000 DR 01 AWmlT 111. 4- 8110( IEOIIL[r 1111104. Af 1.70277 AlY1401. Tw INIDDNr MAY MONO ONLY. 10 111 PROEM 4- 110 caw ow meow LEEO a 0) FE PETRO SIT-INK/IED JAM Tor SKIM ® ES TO ALL NDIIYODII A DOGYR11 A WE IDII NEIL r DETAIL 3.01D - TYPICAL DISPENSER WIRING r 1 r 1 1 r 111 1 111 1111 /712 111111 464.66666 1111 Ao- 6. maw n AV 11 1' JI 1 1 11 it � 11 1 1 __ 11 11 AQ o 0°11101.111 KoK - L' -:e OM MO KM KM 0103 FROM TERMINAL STRIP (92MEIO want) Dm`sMOM . ?100 0 00 MEM TO Ir RAL OSP06ER MODULES H_H...11W.M.(In ACK HL. ...Km a IOILQO 1- Pump I .IAA.1M Kon 2-Pump1.1AAu1KKK e. Porto 1 MI 4 _ pump. Au0v12•11 rr_ =J� IL BEI 522 BCE B =ER OsoA".G'� I"B MS= (1) 11p10 6 T rept O�O�/12 0110) NOT MSO E RIM MOM EACH 090E11 (2) 10 IMPOSER # O Or ML IMO (0 O)) 're 012/0 Tnrx.7 QM M 5ENUYOE m*a41l, 05 PER DISPENSER MUAFAc1UREH5 (3) SEE DISPENSER NSMl1AlON MAW FON 1111011101011 UE1/10. (4) ALL FELD SNOW 1011115 MUST E *0* NOH A WAN MUM MEND OF AOC. (5) P'OREI ION 10 E� IRAQ � YL SERMAY 1RERFACE. 10 O 5010 MOT sawmil02. "ONELT016 70 (1) THE 1111 S@ AHD (1lI1EN Cr COIOUCT06 =LTM FOR OOIMAKA10N/b1TA (UC) M1100 MUST NE OEIFA0IG EY 711 SPOFS:CCM OF THE CaPENSETE 'D I W0L 1 17 2 401016 (11024111 MIMED 00160) AE MOWED DETAIL 7.01M - PUMP STATUS/FUEL SHUTDOWN EM -02 (OPTIONAL DEVICES) 004-01 STANDARD REMOTE FUEL SHUTDOWN SWITCH 0/K STANDARD WIRING DETAIL EWE rte" 1 1 'Mow rJ I 1 I om202 110.200 mem ---- anon 0.701 mm ■ EM -02 EMERGENCY STOP SWITCH AND RESET SWITCH •1Ar 0 MOUNTED OUTSIDE AT CODE LOCATION ti4gS: (1) - 111 FRONT OF C 1100(520 SOLLM06 12105-! 1225 'PM PUN 36011Y PLOT IDM!. AN EMERGENCY SHUTDOWN 5111104. MO A RESET SYA101 (2) - Ile FUEL NOT AND NEURAL 2110* CI R MM POWER 70 ILL PS Me L DISPENSERS (1101N(3) - 000701*. REMOTE !X11026 Me MERLE GE. 0111005 NO CAMEL 14011100). (4) - REL 1111001111 129(11 70115 FIAOOE0 11 DENIED E POAET6D7L (5) - ALL FELD *100 TERMINALS MUST E M® 20( A 110110 /6101101/ 1117710 OF 070 F MOUT 6 RCM MESS THAN 100 ANP! M A I1MUx 0(1 AOM PATIO OF 7SC F CROAT 6 RCM OVER 100 MPS FELD WINO 00CA1ED 1F A OWED 1012 (2) - 001 Ma 11121104 00.015 Noon= Fr mem r-- -11ow mm r--__.1 11112.11. r____-1 1.11 IoM -�1d]K '� 1(Ka- KO i 1 r"A.p 1 1 rm•NQ 1 1 r--. 1 1 r 0"'10 1 1 r 0.10 1 1 1 I 1 I 1 2 1 1 1 1 1 011 1 E 1 1 1 1 1 1 Ife 1 1 1 1 I 1 1 1 1 L_ L_____ 1 I 1 1 1 1 1 1 L 1 L_ OF TIC If OIdRf�O I1FS MAIL 11111 �N11ACR MOAT 110(111011 MILL E RIMED if 01106 ARIOT031TIKUm TWD QA M1011. 1210172 FAT HE7111004. 202011 O 1110.14. To 0000110.1E Er 0N*6 `IF EWPENT )%MI5 O OPCTO1 PIM. ;OF w 1 Meat MAPS 0Cul6,PUT 11 i PUP /1 ... 701 1._....JO "'""7.711P1 1'01 PUMP /2 I 011 2 A [ Y $ P2 O , PUP /3 i 700 3 70 P3 •11 PULP F4 14 P4M /5Y •17 PIM H 71( 4 II ROB 5 1 2I 0 50 P4 1( MILK WEN EPMED 1110114. 502 (1 PAP 401) IAO 'MO-Ner 01I1N DETAIL 11.0 - TOPPER LIGHTING CONTROL CONTACT (5105ER MOIL SRP ICOR IO NC #11 OF DB SE( GENERAL IMF FOR DLSPF'N0R TrPPPR 101111111 1311515 • 23104 110FFIMI 1501, 10025 EI TO Re IMMO.1111 0• A IIWTF KIM REFER TO The 151121110-5101=11BE 1 - ROME 1010* ME U511110 COMM CO TILT - 710 FEOURE OTPEND PIMA= MO 1501 W0R1 ED. o0C101 NO1111 E7R DS 10 BEAK 100t11EA1N11! A!0 1F10141L 01 11E WPM=TOAFDL 31111. 01110(01011 OPEONNEC1! 101QH LLE FIE* • ^Y ARO 100101./ 1A'. 0 011107 0 11 THEN REQS FR01 TOWN/ TD ME Of REMOTE 5 T0 / '1 1Y COMM=OR 70 O0 � MUM CE 110011E 120(001 These drawings and specifications are the confidential and proprietary property of Shell Oil Products US and shall not be copied, reproduced, disclosed, or used without Shell Oil Products US written authorization. They aro intended es contract documents for use on this specific project in conjunction with its issue date and are not suitable for use on a different project or at a later date. REV DATE DESCP IPTION OF REVISION BY APP • Shell Oil Products US ▪ Motive Enterprises LLC APPROVALS © Shell Oil Products US. All Rights Reserved 2004 12700 Northborough Drive Houston TX 77067-2508 DISTRICT MANAGER AREA TECHNICAL MANAGER TERMINAL MANAGER ENGINEER ENGINEER STAMP SHELL/MOTIVA U.S.T. STANDARDS POWERBOX SOLUTIONS INSTALLATION SHOP DETAILS STANDARDS DATE: 3/15/05 DRAWN: DRAWING SCALE: AS NOTED PROJECT DATE: FACILITY NO. REQUESTED BY: DRAWING NUMBER: HOVLAND 5020229000 Norita Deckard - Fire Permit • From: Amanda Grindle <agrindle@saybr.com> To: <ndeckard@ci.tukwila.wa.us> Date: 7/26/06 2:54PM Subject: Fire Permit Good afternoon Norita: A few weeks back I spoke with Lt. Waller with the Tukwila Fire Department regarding a project we will be doing at the Shell gas station located at 13138 Interurban Ave. S in Tukwila. The scope of work includes replacing the gas pumps. Lt. Waller provided me with a fire permit application form, however, the form does not indicate the cost of the permit nor what type of documentation I need to provide in conjunction with the application (e.g. site plan, etc.). Brenda Holt with the City Planning Dept. has indicated that you could help me with the requirements. Can you send me the cost of the permit and required documentation? Thanks for your help! Amanda Grindle Saybr Contractors, Inc. 3852 S. 66th Street Tacoma, WA 98409 P: (253) 531-2144 F: (253) 536-2068 Page 1 /L_/ovx, ol4 ne&c) ‘&/i2eirva6d jr�c�yl� (4) EXISTING UNDERGROUND TANKS TO REMAIN N INTERCEPT / EXISTING VENT PIPING EXISTING TANK SLAB TO REMAIN / EXISTING TANK SLAB TO REMAIN REMOVE EXISTING UNDERGROUND VENT PIPING REMOVE EXISTING VENT RISER PIPES EXISTING BUILDING TO BE DEMOLISHED (UNDER SEPARATE PERMIT) INTERCEPT EXISTiNG PRODUCT AND VAP PIPING. VERIFY E CT\ \ LOCATION AS N DE9.. TANK EXCAVATION NOTE: 20 TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. IF HIGH WATER TABLE IS ANTICIPATED, CONTRACTOR TO SHORE AND DEWATER TANK HOLE EXCAVATION. PIPING LEGEND 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING TO BE REMOVED 2" OR 3" SINGLE WALL FIBERGLASS VAPOR RECOVERY PIPING TO BE REMOVED 2" SINGLE WALL WALL FIBERGLASS VENT PIPING TO BE REMOVED. 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING TO REMAIN 2" OR 3" SINGLE WALL FIBERGLASS VAPOR RECOVERY PIPING TO REMAIN 2" SINGLE WALL WALL FIBERGLASS VENT PIPING TO REMAIN FUEL EQUIPMENT DEMOLITION NOTES NOTE: SITE SPECIFIC CONDITIONS MAY VARY, HOWEVER IT IS THE INTENT OF THE OWNER FOR THE GENERAL CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED PRODUCT PIPING DELIVERY SYSTEM. INCLUDING ANY INCIDENTAL DEMOLITION ACTIVITIES AS REQUIRED; WHETHER OR NOT SPECIALLY INDICATED ON THIS PLAN. N / EXISTING CANKcPY TO BE REAVED (UNDEI/VPARATE P MIT) EXISTINg DRIVE SLAB/TO BE REMOVED AS o BID ADDENDUM PERMIT RELEASE . TUKWILA, WASHINGTON EXISTING (2) UNLEADED, (1) PREMIUM & (1) DIESEL TANKS TO REMAIN. NO WORK IS PROPOSED AT THE TANKS OR WITHIN THE TANK SUMPS. CO EXISTING CONCRETE TANK SLAB AND REINFORCING TO REMAIN AS SHOWN. CONTRACTOR SHALL REMOVE EXISTING CONCRETE DRIVE SLAB AT CANOPY AREAS AND REINFORCING AS SHOWN. CONTRACTOR TO FIELD VERIFY EXISTING PRODUCT, VAPOR RECOVERY AND ELECTRICAL CONDUIT LOCATIONS BEFORE DEMOLITION WORK COMMENCES. LOCATIONS SHOWN ARE ASSUMED. CONTRACTOR TO REMOVE (4) EXISTING DISPENSERS AND SAVE FOR REINSTALLATION AT NEW CANOPY. REMOVE ANY EXISTING UNDER DISPENSER CONTAINMENT SUMPS/PANS, MISCELLANEOUS PIPING, ELECTRICAL AND FITTINGS UNDERGROUND. CONTRACTOR SHALL FIELD LOCATE AND CUT REMOVE ALL CONDUIT ROUTED TO REMOVED DISPENSERS. TRIM BACK CONDUITS CLEAR OF CONSTRUCTION AREAS AND PROTECT REMAINING CONDUITS FOR RECONNECTION TO NEW DISPENSER LOCATIONS. REMOVE ALL WIRING BACK TO PANEL. CONTRACTOR TO REMOVE EXISTING RAISED CONCRETE PUMP ISLANDS. CF) CONTRACTOR SHALL FIELD LOCATE, AND REMOVE PORTIONS OF EXISTING DOUBLE WALL FIBERGLASS PRODUCT AND SINGLE WALL — FIBERGLASS VAPOR RECOVERY PIPING AT THE CANOPY AREA ONLY, AS SHOWN. CONTRACTOR TO VERIFY REMOVAL AND DISPOSAL REQUIREMENTS WITH LOCAL AGENCY. NOTE PIPING LO TIONS ARE ASSUMED. CONTRAVOR TO VERIFY LOCATION PRIOR,TO CONSTRUCTION. PIPING DEMOLITION SITE /KA CONTRACTOR TO REMOVE EXISTING ISLAND BUMPER POSTS AND ANY OTHERS ON SITE REQUIRED BY THIS PROJECT. REMOVE EXISTING CANOPY, COLUMNS AND FOOTINGS. SITE IMPROVEMENT PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO BREAKOUT AND REMOVE MISCELLANEOUS ASPHALT AS SHOWN AND AS AFFECTED BY THE DRIVE SLAB, ISLAND AND PIPING REMOVAL, AS WELL AS, OTHER MISCELLANEOUS LOCATIONS ON SITE AS DIRECTED BY OWNER'S ENGINEER. SEE SITE IMPROVEMENT PLANS FOR ADDITIONAL INFORMATION. CONTRACTOR TO REMOVE EXISTING VEEDER-ROOT TLS -350 PANEL SYSTEM FROM BUILDING AND SAVE FOR REINSTALLATION. ALL EXISTING TANK AND SUMP SENSORS ARE TO REMAIN FOR REUSE. REMOVE EXISTING VENT RISER PIPES, ALONG WITH ALL ASSOCIATED HARDWARE AND FITTINGS. CONTRACTOR SHALL FIELD LOCATE, INTERCEPT, AND REMOVE A PORTION OF THE EXISTING SINGLE WALL FIBERGLASS VENT PIPING AS SHOWN. GENERAL COMPLIANCE NOTES ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. a GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS. 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 6. THE UNDERGROUND STORAGE TANK PIPING SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT (3) SEPARATE CONSTRUCTION PHASES (SEE SITE SPECIFIC PERMIT REQUIREMENTS): A. PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. B. INSPECTION OF ALL. SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. ALL NEW UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO OWNER. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. PRIOR TO FUEL BEING PUMPED, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS. PAYMBNT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITIED TO GOVERNING AGENCY (BY OWNER). CALL BEFORE YOU DIG: 1-800-424-5555 Approved DBG Date 08/25/11 tMUTY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTIUTIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 72ND AVENUE SOUTH (4) NEW 2" VENT RISERS WITH SUPPORT RACK ,, /, /, /77 ,, // //7 / REINSTALL EXISTING VEEDER—ROOT TLS -350 MONITORING SYSTEM PANEL (SEE ARCHITECTURAL DRAWINGS) REINSTALL ANK OVERFILL ALARM , .. / `J // 7 0 • •• \ \ NNN •\\• • ♦\ • \\\ \• \ •\ \ ♦\\♦ \•\ N \\\\\\ \ \ \ \\ \• • \\ \ •• • \ N• \ ♦ \ \ \ \ \ \ \ \ \ \ ` ` \ • \ N. N • N ▪ • • • • \ \ \ \ •\ \ EXISTING RELOCATED 3+1 DISPENSER • Se" / \ / •\\ / \\\ \ aa \ • • ♦ ♦ \ \ • • • • • • • • • • \\ • N N ... \ \ \ \ ...\ fe. NN ♦ N\\` / \\`\ .. \<\--, . . \ ... NNN N. \ \\ \ / NEW E.S.O. • • • • \ \ \• \ \ \ • \ / / ▪ as a/ • a« ♦\\♦ /// / ` ............... _-- • • • • • • • • • • • PIPING AND DISPENSER INSTALLATION SITE PLAN 0 5 10 20 GENERAL NOTES LEGEND NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT PIPING NEW 2" OR 3" SINGLE WALL FIBERGLASS VAPOR RECOVERY PIPING NEW 2" SINGLE WALL FIBERGLASS VENT PIPING 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING TO REMAIN 2" OR 3" SINGLE WALL FIBERGLASS VAPOR RECOVERY PIPING TO REMAIN 2" SINGLE WALL WALL FIBERGLASS VENT PIPING TO REMAIN • PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 1/8" PER FOOT MINIMUM. * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT PIPE. VAPOR RECOVERY AND VENT PIPING TO BE SINGLE WALL PIPE. NOTE: SITE SPECIFIC CONDITIONS MAY VARY, HOWEVER IT IS THE INTENT OF THE OWNER FOR THE GENERAL CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED PRODUCT PIPING DELIVERY SYSTEM. INCLUDING ANY INCIDENTAL INSTALLATION ACTIVMES AS REQUIRED; WHETHER OR NOT SPECIALLY INDICATED ON THIS PLAN. PIPING AND DISPENSER INSTALLATION NOTES EXISTING (2) UNLEADED, (1) PREMIUM & (1) DIESEL TANKS TO REMAIN. NO WORK IS PROPOSED AT THE TANKS OR WITHIN THE TANK SUMPS. INTERCEPT EXISTING 3" SINGLE WALL FIBERGLASS STAGE II VAPOR RECOVERY MAIN HEADER LINE AND INSTALL NEW 3" SINGLE WALL FIBERGLASS STAGE II VAPOR RECOVERY MAIN HEADER LINE FOR "BALANCE" VAPOR RECOVERY SYSTEM. REDUCE TO 2" WHEN BRANCHING TO DISPENSERS. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INTERCEPT EXISTING (3) 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING LINES AND INSTALL NEW (3) 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT LINES. LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. CONTRACTOR TO REINSTALL EXISTING VEEDER ROOT TLS -350 PANEL IN NEW BUILDING AT LOCATION SHOWN. LAND NEW WIRING IN PANEL FOR RECONNECTION OF EXISTING TANK, SUMP AND DISPENSER SUMP SENSORS. PANEL TO BE PROGRAMMED FOR POSITIVE SHUTDOWN AND FAILSAFE. INTERCEPT (4) 2" SINGLE WALL WALL FIBERGLASS VENT LINES AND INSTALL (4) NEW 2" SINGLE WALL FIBERGLASS VENT LINES. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. INSTALL (4) NEW 2" BLACK IRON PIPE RISERS AND NEW VENT SUPPORT RACK AT LOCATION SHOWN. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISER SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF UFC & IFC REQUIREMENTS. INSTALL NEW 4" U—SHAPED TRAFFIC BUMPER POSTS WITH SIGN MOUNTS, TYPICAL OF 4. RELOCATE (2) EXISTING GILBARCO ENCORE 500 SINGLE HOSE PER SIDE (3+0) BLENDING MULTI—PRODUCT DISPENSER AND (2) EXISTING GILBARCO ENCORE 500 TWO HOSE PER SIDE (3+1) BLENDING MULTI—PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH "VST" BALANCE STAGE 11 EVR HOSES, NOZZLES AND BREAKAWAY VALVES. INSTALL NEW UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES. START UP BY MANUFACTURER'S REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS ILL BE BILLED BACK TO THE CONTRACTOR. ALL NEW PIPING TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. REINSTALL EXISTING OR NEW OVERFILL ALARM & ACKNOWLEDGMENT SWITCH AT NEW LOCATION AS SHOWN FINAL FACILITY EQUIPMENT LOCATIONS TO BE APPROVED BY SHELL TERMINAL DISTRIBUTION PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. Clap SURFACE SITE WITH NEW CONCRETE AND A.C. PAVING AS PER SITE IMPROVEMENT CIVIL DRAWINGS. FIRE DEPARTMENT NOTES UNDERGROUND FUEL STORAGE TANKS AND FUEL DISPENSING SYSTEM SHALL BE SAFEGUARDED DURING THE DEMOLITION AND RECONSTRUCTION PROCESS IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 22, CHAPTER 27 AND CHAPTER 34 OF THE INTERNATIONAL FIRE CODE, 2009 EDMON, AS ADOPTED BY THE CITY OF TUKWILA. CUTTING AND WELDING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS OF IFC CHAPTER 26. IFC SEC. 1404.6 THE ALTERATION OF THE FUEL DISPENSING SYSTEM, INCLUDING THE STORAGE, HANDLING AND DISPENSING OF FLAMMABLE AND/OR COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 22, CHAPTER 27 AND CHAPTER 34 OF THE INTERNATIONAL FIRE CODE, 2009 EDITION, AS ADOPTED BY THE CITY OF TUKWILA IFC SEC. 2201.1 AND SEC. 3401,1 ALL NEW/ALTERED PIPING SHALL BE EXPOSED FOR OBSERVATION/INSPECTION BY THE FIRE DEPARTMENT AND MAY REQUIRE THIRD PARTY TESTING. IFC SEC. 106.3 THE TESTING OF 'THE FUEL DISPENSING SYSTEM AND ALL OF THE COMPONENTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 22, CHAPTER 27 AND CHAPTER 34 OF THE INTERNATIONAL FIRE CODE, 2009 EDMON, AS ADOPTED BY THE CITY OF TUKWILA. IFC SEC. 2201.1 AND SEE 3401.1. THE FIRE DEPARTMENT SHALL BE CONTACTED AT LEAST 24 HOURS IN ADVANCE TO WITNESS ANY REQUIRED TESTS INCLUDING PRESSURE TESTS OF THE PRODUCT PIPING AND VAPOR RETURN AS WELL AS FINAL ACCEPTANCE TESTS OF THE SYSTEM. IFC SEC. 2202.1 EMERGENCY FUEL SHUT OFF SWITCH SHALL BE CLEARLY MARKED. THE EMERGENCY SHUTOFF DIRECTIONS AND LOCATIONS SHALL FOLLOW IFC SECTION 2203.1 PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2A-20B:C FOR THE PROTECTION OF THE FUELING ISLAND SHALL BE PROVIDED. THE EXTINGUISHER(S) SHALL BE MOUNTED WHERE READILY VISIBLE AND ACCESSIBLE WITH THE MAXIMUM TRAVEL DISTANCE FROM AN EXTINGUISHER TO ANY DISPENSER, PUMP OR FILL PIPE OPENING NOT TO EXCEED 75 FEET. IFC SEC. 2205.5 WARNING SIGNS SHALL BE INSTALLED AT THE DISPENSERS AS USTED IN IFC.2205.6 BID ADDENDUM PERMIT RELEASE ct cn 0. 0. 0 CNI CO 0 CC CO cl- co TUKWILA STO 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON CALL BEFORE YOU DIG: 1-800-424-5555 0 0 QS -o 175 hi o Approved DBG Date 08/25/11 unuTY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALUNG UTILITY LOCATE 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH CNI CO LLI 00 CO LO LO LO N Job Number 42. LiJ 0 Scale:0.386863 Date/Time:1 /31 /2012 File:P:\14000s\14700\mechanical \tanks\14700 TK 1-1.dwg APPROVED SHELL/MOTIVA U.S.T. MATERIALS LIST ITEM TY DESCRIPTION MANUFACTURER MODEL NUMBER S A P I -NEED PICK LIST11 NUMBER FURNISHED INSTALL COMMENTS DISTRIBUTOR SUPPLIED DIRECT MANUFACTURER a 11i DIRECT MANUFACTURER rui LLI 1 PIPING -,. ,----, S P "- Y., ®10 1 3"x2" SUMP ENTRY FITTING 0 AS NEEDED 3" OVER 2" DOUBLE WALL FIBERGLASS PIPE, 20' LENGTH, MISC FITTINGS & GLUE KITS SMITH RED THREAD IIA DOUBLE WALL vUSED X illp' X OPTION #1 (PRIMARY) 0 AS NEEDED 4" OVER 3" DOUBLE WALL FIBERGLASS PIPE, 20' LENGTH, MISC FITTINGS & GLUE KITS SMITH RED THREAD IIA DOUBLE WALL v X 4111 x GAS NEEDED ABOVE GRADE OR STEEL RISERS BLACK IRON PIPING AND FITTINGS ANVIL OR EQUAL FLEXIBLE CONNECTORS 4 NO GALVANIZED DUE TO POSSIBLE ALCOHOLS DISPENSERS AND UDC SUMPS 0 p GILBARCO BLENDING MULTI -PRODUCT DISPENSER: 3 GRADE +1 SINGLE HOSE PER SIDE GASOLINE, SINGLE HOSE PER SIDE DIESEL w/ CARD READER OPTIONS. CONFIGURED AS REQUIRED FOR SITE SPECIFIC CONDITIONS AND MARKETS. "GILBARCO" ENCORE SERIES MODEL # NL1 I EXISTING TO REMAIN 0 0 GILBARCO BLENDING MULTI -PRODUCT DISPENSER: 3 GRADE + 0 SINGLE HOSE PER SIDE GASOLINE ONLY w/ CARD READER OPTIONS. CONFIGURED AS REQUIRED FOR SITE SPECIFIC CONDITIONS AND "GILBARCO" ENCORE SERIES MODEL # NN1 is' AS NEEDED 1-1/2"x15" FLEX CONNECTOR MALE x MALE SWIVEL NPT "FLEX-ING" MODEL NO. FLX-11215MMS-FS EXISTING TO RE '"N • 0 ( 4 SINGLE WALL FIBERGLASS DISPENSER SUMP FOR GILBARCO ENCORE 500 WI 380 -EO ELECTRICAL OFFSET UPPER FRAME "BRAVO" MODEL NO. 8382-F2L-B-EOX 2 ) 0 ( 14 c____./ PRODUCT STABILIZER BAR AND SHEAR VALVE MOUNTING PLATE VAPOR STABILIZER BAR AND SHEAR VALVE MOUNTING PLATE PRE-INSTALLED "BRAVO" MODEL NO. BRKT-BOSS-8000 (PRODUCT)) "BRAVO" MODEL NO. BR-BKT-B2 (VAPOR) G 10 DOUBLE POPPETED SHEAR VALVE (PRODUCT) "UNIVERSAL MODEL NO. 521 -DP -RF -15 -BE X x G 4 VAPOR SHEAR VALVE "OPW" MODEL NO. 60VSP-1001 X x e DISPENSER SER GING HARDWARE & STAGE II SOLUTIONS BALANCE HANGING HARDWARE (EVR a- * 3ty} PA TIBLE PER PSCAA) W 0 8 BALANCECERTIFIEDDISPENSER , LONG NOZZLESPOUT - U.L. LABELED, CARB "EMCO WHEATON" MODEL # A4005EVR 0 8 GOODYEAR 1-1/4" x 8'-6" BALANCE HOSE WITH VENTURI / "GOODYEAR" MAXIUM PREMIER PLUS MODEL N0. GY-53236544108531 Q8 HOSE SWIVEL "EMCO WHEATON" MODEL # A4110EVR 0GOODYEAR 8 1-1/4"x12" BALANCE WHIP HOSE FOR VENTURI HOSE "GOODYEAR" MAXIUM PREMIER MODEL NO. GY-53236544000100 0 8 COAXIAL BREAKAWAY VALVE U.L. LABELED, CARE CERTIFIED "EMCO WHEATON" MODEL # A4119EVR DIESEL HANGING HARDWARE 0 0 DIESEL 3/4" NOZZLE (GREEN) "OPW" MODEL NO. 11B-0100 EXISTING TO REMAIN ■ • 0 DIESEL 3/4" x 8'-6" HOSE "GOODYEAR" MODEL NO. GY-53232712412169 EXISTING TO REMAIN 0 0 DIESEL 3/4" x 12" WHIP HOSE "GOODYEAR" MODEL NO. GY-53232712421269 EXISTING TO REMAIN • t 0 DIESEL BREAKAWAY VALVE "HUSKY" MODEL NO. 3360 EXISTING TO REMAIN ■ 0 HUSKY - 3/4" SWIVEL "HUSKY" MODEL NO. 0350 EXISTING TO REMAIN ITEM QTY DESCRIPTION MANUFACTURER MODEL NUMBER S A P -NEED PICK LIST NUMBER FURNISHED INSTALL COMMENTS DISTRIBUTOR SUPPLIED DIRECT MANUFACTURER D ° § ill LU g tL. w CC I rui LLI 4 D «.- , N k E, I TIN N -,. ,----, S P "- Y., ®10 1 3"x2" SUMP ENTRY FITTING "BRAVO" MODEL NO. F -32 -TS -T -B X vUSED FOR NEW OR EXISTING FRP PIPING APPLICATIONS illp' 4 2" SUMP ENTRY FITTING "BRAVO" MODEL NO. F -20 -FF X v URP USED P POR NEW APOICATIEXISTING 4111 FLEXIBLE CONNECTORS 4 I is' AS NEEDED 1-1/2"x15" FLEX CONNECTOR MALE x MALE SWIVEL NPT "FLEX-ING" MODEL NO. FLX-11215MMS-FS FIELD VERIFY ACTUAL LENGTH NEEDED BID ADDENDUM PERMIT RELEASE 0 ce O U, U, 0. 0. Y 0 N O 0) rn 0) 0 O NTERURBAN AVENUE S oo C) C7 0 CO Q J ERCIAL COU E O N ai co) O w oe d "3 - 0oe 0 in 0 Q c U W v Wme ■a C) 0) 0 U U) B 0 N 0 O C.) c 0 0 m U a) L U Approved DBG .4+ 0 72ND AVENUE SOUTH X N r')N N 00 NCO CO CO I I • L() LC) N N N• L0 Nin Ld 0 7 z N 0 O r Xref: , z14700—b.dwg, jay.dwg N W a 0 Scale:0.386863 N Date/Time:1 /31 /2012 File:P:\14000s\14700\mechanical \tanks\14700 TK2-1.dwg OPW 60VSPC-1001 VAPOR LINE 83 SHEAR VALVE ATTACH TO STABILIZER BAR OR STABILIZER SUPPORT. POSITION BASED ON VAPOR PUMP ALIGNMENT AND BEST CONNECTION. ( SHEAR VALVE MOUNTING BRACKET \$� AND PLATE NP. OF (3) PER SUMP TO VAPOR CONNECTION OPW 60VSPC-1001 VAPOR LINE 83 SHEAR VALVE ATTACH TO STABILIZER BAR OR STABILIZER SUPPORT. POSITION BASED ON VAPOR PUMP ALIGNMENT AND BEST CONNECTION. CONDUIT STUP—UP LOCATIONS (TYP.) OPW 106HMP-5830 DOUBLE 82 POPPET SHEAR VALVE (NP. OF 2) PER SUMP. 4 .... .n......tow;..r 171.1 6 .A SHEAR VALVE MOUNTING BRACKET AND PLATE 4/4 41 M. SWIVEL FLEX CONNECTOR (TYP.) NM 4,3 ii®SII® 111111 SINGLE WALL FRP (CONDUITLESS) DISPENSER SUMP (TYP.) 2" FRP BONDED PENETRATION FITTING U 0 0 w 0 w z 0 z rx a_ J a.. J "BRAVO" 3" FRP BONDED PENETRATION DOUBLE WALL PENETRATION FITTING (FACTORY INSTALLED TYP.) C`SMITH FIBERCAST 3" OVER 9 / 2" FRP PIPING (TYP.) 2"x1-1/2" FEMALE FRP NPT REDUCER BUSHING (TYP.) 2" 90' FRP ELBOW "PRIMARY" (TYP.) SMITH FIBERCAST 2" S.W. FRP PIPING (TYP.) 2" FRP BONDED PENETRATION FITTING SINGLE FRP (CONDUITLESS) DISPENSER SUMP (TYP.) SUMP SIDE VIEW Sump Plan View Detail Two Product MPD Piping SCALE: 1"=1' —0" EXPLOSION PROOF ELECTRICAL J—BOX EXPLOSION PROOF ELECTRICAL SEAL—OFF (TYP.) CONTRACTOR TO SECURE PRODUCT, VAPOR AND ELECTRICAL PIPING TO INTERNAL DISPENSER BRACE WITH U—BOLTS PER MANUFACTURERS INSTRUCTIONS (TYP.) OPW 60VSPC-1001 VAPOR LINE SHEAR VALVE ATTACH TO STABILIZER BAR OR STABILIZER SUPPORT. POSITION BASED ON VAPOR PUMP ALIGNMENT AND BEST CONNECTION. OPW 10BHMP-5830 DOUBLE POPPET SHEAR VALVE (TYP. OF 2) PER SUMP. OPW 10BHMP-5830 DOUBLE POPPET 82 SHEAR VALVE (TYP. OF 2) PER SUMP. EXPLOSION PROOF ELECTRICAL J—BOX EXPLOSION PROOF ELECTRICAL SEAL—OFF, 6" ABOVE HIGHEST SUMP PENETRATION (TYP.) SHEAR VALVE MOUNTING BRACKET AND PLATE (TYP.) CONCRETE SLAB ROUTE CONDUIT UP THE SIDE OF DISPENSER CONTAINMENT SUMP AND THROUGH FRAME z14700—b.dwg, jay.dwg V (1) 3/4" RIGID CONDUIT FOR DISPENSER POWER/COMM., (1) 3/4" RIGID CONDUIT FOR DATA. VR PREM. UNLD. SINGLE WALL FRP (CONDUITLESS)/79\ SUMP FRONT VIEW DISPENSER SUMP (TYP.)` / 3" FRP BONDED PENETRATION FITTING (FACTORY INSTALLED TYP.) NOTE: INSTALL DISPENSER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2"x1-1/2" FEMALE FRP NPT REDUCER BUSHING (TYP.) 2" 90' FRP ELBOW "PRIMARY" (TYP.) SUMP SIDE VIEW Sump Section Shear Valve Section Sump Product Installation Detail SCALE: SCALE: 9- X N W O Scale:0.386863 Date/Time:1/30/2012 4:59 PM BREAK GRADE 0 1/4" ................ 0 5 /16" 5/16" 5/1 DISPENSER REMOVED TO SHOW MOUNDING ............ •.............. ......•....... .....•......... .............. ....•......•. ............. 5/1 6" 5/16" 5/1 „ • 03 . .............................. ............................................................................................ ......................................................................................... 0 1/4" 0 PLAN VIEW • NOTES: BOLLARDS SHALL BE - - ---- ONE PIECE OF 6" STEEL PIPE (6.5" OUTSIDE DIAMETER) - ---- FILLED WITH CONCRETE - ---- PAINTED WHITE WITH BOTTOM 12" PAINTED GREY 0 ABOLLARDS, DISPENSER, ND MOUNDING HIGHEST OPERATING PARTS WHICH ARE ESSENTIAL TO BASIC OPERATION OF DISPENSER 1'-3" CONCRETE FJLLED BOLLARD FRONT ELEVATION TYPICAL DISPENSER AND BOLLARD SCALE: 1" = V-0" GRADE SECTION AA SCALE: 1" = 1 '-0" CP A 0 X 3 U, 0 t0 t0 0 ai v 0 V7 BID ADDENDUM PERMIT RELEASE Revision Trt�eDISPENSER DETAILS DISPENSERS & BOLLARDS WITH ISLAND TUKWILA STORE NO. 631 13138 INTERURBAN AVENUE S n Q 0 g o N Z For: Jocks o :: r 3450 E COMERCIAL COURT MERIDIAN, ID 83642 wwvv. jacksonsfoodstares.com S. Ci? ��'`• 'aF VIAS� y Z F �£o STE028527 x� ss�QNA L E�G\� 0 hi a Ti O V 0 0 C .' DI 0L.. 0 c 3 0 0 Y 0 0 c0i 0 > o n < q, vii N 0 , 4, o ell..�'HA(✓ 1 18215 72ND AVENUE SOUTH Q' 1� �/ KENT, WA 98032 f ` - - (425)251 6222 (425)251-8782 FAX y 2 sG- 5' CIVIL ENGINEERING, LAND PLANNING, `r�NG ENG,���Q` SURVEYING, ENVIRONMENTAL SERVICES Job Number 14700 Sheet TK3-2 CP A 0 X 3 U, 0 t0 t0 0 ai v 0 V7 XV—I GENERAL The contractor accepts full responsibility for proper handling and installation of ALL primary and secondary piping and shall insure that good workmanship practices and construction procedures are followed throughout the installation, regardless of the inclusion or omission of any applicable suggestion in these instructions or on the drawings. Unknown situations or conditions not covered herein are the responsibility of the contractor. Manufacturer's specialists and Company engineers are available for consultation. The presence of a Company or Manufacturer's representative at an installation site does not relieve the contractor of the responsibility for a proper installation. The contractor shall be responsible for proper safeguarding of the installation and materials and equipment stored on the site to prevent theft, vandalism, or damage. Do NOT mix different brands of fiberglass piping hardware on same pipe run. XV -2 SCOPE OF WORK The piping system to be installed under this section will include product, and applicable vapor piping as shown on the plot plan or covered in the addenda to these specifications or on the related piping drawings. Included are appropriate connections and appurtenances to the installed equipment in the complete system, e.g., dispensers and indicated vapor control or recovery equipment. Contractor should refer to the plot plan for the orientation of connections at tanks and pipe chases for piping. XV -3 PIPING MATERIALS 1. All primary product piping is to be alcohol—compatible Underwriters Laboratory, Inc. approved reinforced thermosetting resin pipe (fiberglass), molded fittings and adapters. Refer to the Approved Material List for current approved suppliers and type of system to be used. ALL SECONDARY CONTAINMENT PIPING HARDWARE MUST ALLOW FULL EXPOSURE AND ACCESS TO ENTIRE PRIMARY SYSTEM SURFACE, NOT JUST THE JOINTS AND FITTINGS. Only "wet" primary piping (that routinely containing fuel such as product lines) are intended to be secondarily contained. "Dry" piping (vapor recovery, vents, etc) is intended to be uncontained since these lines are not intended to carry liquid at any time, are designed to prevent the intrusion of liquids from the tank, and are sloped back to the tank to prevent the retention of standing liquids. See appropriate installation drawings for details. Where mandated by local codes, these lines can also be secondarily contained. For Non—Alcohol Fuels: Fill pipes and other vertical risers at tanks and above ground vent risers shall be standard non—galvanized steel pipe with fittings standard malleable iron. Malleable iron unions, where called for on the detailed drawings shall be ground joint construction with brass/brass seat, 150# for above ground and 250/300# for below ground applications. Malleable iron couplings, where required are to be extra heavy duty. Joints of steel piping shall be made up with an approved gasoline and alcohol pipe compound (no teflon tape). For Methanol Fuels and Blends: Where fuels contain (or are likely to contain) alcohols, galvanized pipe, as well as other materials, may not be used. Consult with Shell Engineering for guidance on these installations or upgrades. 2. Flexible connectors, where called for, shall be U.L. approved with one swiveling end fitting. See section XV -4, item 3. 3. All pipe, fittings, appurtenances, drop tubes, manholes/ access boxes, and valves are to be furnished and installed by contractor. XV -4 PIPING INSTALLATIONS 1. PRIMARY PIPE SYSTEMS Storage and handling, stringing, joining, layout and preparation for installation, cutting, tapering, bonding, curing, adaptors to steel piping, and flexible connectors shall be in accordance with manufacturer's instructions or recommendations. Contractor must be familiar with such practices and procedures and follow same unless certain instructions which are specifically covered in these specifications, i.e., pipe burial, seem to be at variance. In such case, Shell's specification will be followed. All unconnected pipe stubs or runs shall be protected during construction against the intrusion of dirt or other foreign material into the piping system. Protective caps used in shipping the pipe are suitable if taped in place. Where repairs are found to be required during construction or after testing or inspection, the defective portion of the piping shall be removed and replaced with appropriate new pipe and fittings. Repairs such as a sleeve type line patch over a damaged pipe or a glass cloth and adhesive build—up over a joint or fitting are not acceptable on new work. Based on criteria available from manufacturers we have selected the following minimum bending radii for 2" (63mm) to 4" (110mm) pipe, which will simplify any field calculation for installation of a bend if one is required. PIPE DIAMETER Steel piping has been selected to be used in conjunction or in lieu of fiberglass piping at such locations where size of the piping, complexity of the arrangement, structural needs, or aboveground application precludes the use of fiberglass material. In such cases, protection from galvanic corrosion may be required. All steel piping joints shall be made up using an approved gasoline and alcohol compatible pipe compound (no teflon tape). The preferred thread compound for steel hardware is Jomar "Heavyweight". Litharge and glycerine are not approved. All unconnected pipe stubs, risers, or runs shall be capped to prevent tampering or the intrusion of dirt. The use of a filler material, such as plumber's string, in making a pipe joint when threads are improperly cut is unacceptable. BID ADDENDUM PERMIT RELEASE 0 y Ce. d 0 U) -) 0 U) Ct. a rn 0 0 z CJ) z 0 Q U it U W 0 Ci) J cc W coz W a CJ's U5 TUKWILA STORE NO. 631 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON tL N t0 co a z o U cc W O cV) E O V a) (1) 0 CI) 0 0 C 0 0 ai 0 N C0 Q 0 _ m 0 0 C 0) 0) C) 0 C 0 0 O o. a N W Z > O ZW 1:d �w 13: Zo~ON(§ � Z > N co c N 1 I W LO Z WW Z - (NI C4 F=nn W� ' `;t' � • 0 U)i Xref: , z14700—b.dwg, jay.dwg NJ w cY 0 Scale:0.386863 Date/Time:9/12/2011 10:59 AM File:P:\14000s\14700\mechanical \tanks\14700 TK4-1.dwg 2" 3" 4-" Minimum Bending Radius (Ft) Pipe Length/Degree of Bend (Ft) (Example -15 degree bend—Pipe Length 57' 1' 15' 84' 1 1/2' 22 1/2' 108' 2' 30' PIPE SIZE MIN. BENDING RADIUS LENGTH OF PIPE MAX. DEFLECTION 2" (63mm) 3" (75mm) 4" (110mm) 57' (17.4M) 84' (25.6M) 108' (33M) 15' 4.5M 15' 4.5M 15' 4.5M 24" (600mm) 16.2" (410mm 12.6" (320mm) Steel piping has been selected to be used in conjunction or in lieu of fiberglass piping at such locations where size of the piping, complexity of the arrangement, structural needs, or aboveground application precludes the use of fiberglass material. In such cases, protection from galvanic corrosion may be required. All steel piping joints shall be made up using an approved gasoline and alcohol compatible pipe compound (no teflon tape). The preferred thread compound for steel hardware is Jomar "Heavyweight". Litharge and glycerine are not approved. All unconnected pipe stubs, risers, or runs shall be capped to prevent tampering or the intrusion of dirt. The use of a filler material, such as plumber's string, in making a pipe joint when threads are improperly cut is unacceptable. BID ADDENDUM PERMIT RELEASE 0 y Ce. d 0 U) -) 0 U) Ct. a rn 0 0 z CJ) z 0 Q U it U W 0 Ci) J cc W coz W a CJ's U5 TUKWILA STORE NO. 631 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON tL N t0 co a z o U cc W O cV) E O V a) (1) 0 CI) 0 0 C 0 0 ai 0 N C0 Q 0 _ m 0 0 C 0) 0) C) 0 C 0 0 O o. a N W Z > O ZW 1:d �w 13: Zo~ON(§ � Z > N co c N 1 I W LO Z WW Z - (NI C4 F=nn W� ' `;t' � • 0 U)i Xref: , z14700—b.dwg, jay.dwg NJ w cY 0 Scale:0.386863 Date/Time:9/12/2011 10:59 AM File:P:\14000s\14700\mechanical \tanks\14700 TK4-1.dwg 2. SECONDARY PIPE SYSTEMS (CONTAINMENT) All containment hardware (including clamps, seals, gaskets, flexible boots, etc) are "contractor furnish and install" items. All such hardware is available through local distributors. See Approved Materials Lists for approved suppliers. All containment hardware is to be slipped over primary piping and left loose while primary piping is joined. After all segments of primary piping have been pressure tested (50 psig minimum with soap for 1 hour), secondary containment hardware may be joined and similarly pressure tested (3 to 5 psig MAXIMUM with soap for 1 hour). Stainless steel worm clamps must be tightened in two separate passes. First pass, tighten to 35 to 40 inch— pounds torque. Second pass, tighten to 60 inch—pounds torque. NEVER tighten clamps from 0 to 60 inch—pounds in a single pass or minor joint leaks may result. Containment hardware must be installed per instructions herein and manufacturer's guidelines. Do not mix brands of hardware unless instructed to do so in these drawings. 3. FLEXIBLE CONNECTORS / SWING JOINTS/FLEXIBLE PIPE JOINTS Flexible connectors are to be installed at the following points; A. Under each dispenser for both gasoline and vapor recovery as shown on installation drawings (unless using flex piping). ALL FLEX CONNECTORS MUST BE CONTAINED INSIDE SUMPS Swing joints of steel hardware are ONLY permissible in 3" or 4" steel pipe runs (ie: remoted fills and Stage I vapor connections) and ONLY where shown on applicable installation drawings. All steel swing joints must be contained inside sumps. A pipe swing joint shall be composed of two elbows (or similar fittings) and a pipe nipple. Typical approved short nipples which will allow the use of a pipe wrench on the body of the nipple between two fittings would be as follows: * See API 1615 Pg. 32 for design of flexible pipe joint. PIPE SIZE (in) NIPPLE LENGTH (in) INSTALLED LENGTHS (in) 1/2 3/4 1 1� 2 43 2 3 2 2 2 3/2 /2 4 1 7/8 1 1/8 1 1 �2 1 34 � Where connectors are completely contained (ie: not in contact with ground water, native soil, or backfill material), standard stainless steel connectors with one swiveling end fitting are quite acceptable. Where connectors are not completely contained, ONLY anti—corrosion or non—metallic connectors with one swiveling endfitting may be used. See the Approved Materials Lists for acceptable hardware. NOTE: Single—plane swiveling NPT end fittings use two gasoline and alcohol compatible C—rings that seal tighter as pressure increases. 0—rings are not used. 4. VENT AND VAPOR PIPING — SLOPE OF LINES Existing to remain 5. TANK FITTINGS, MANHOLES, AND APPURTENANCES Existing to remain 6. TRENCHING AND PIPE CHASES Trenching width must be sufficient to maintain the proper clearances between pipes and side walls as shown on installation drawings and of adequate depth sufficient to provide the proper bed/cover/pitch of lines per drawings. Note that the minimum cover to finished grade over product lines outside the concrete island mat area is 18 inches. Pipe chases in the concrete or asphalt paving shall be constructed as detailed on the drawings and as located on the plot plan. The minimum spacing between adjacent pipes is 6", however piping runs may not be layered. Wherever piping runs must cross, a 5" vertical dimension between pipes should also be maintained. The exception to this rule is where a branch line to a dispenser crosses adjacent product lines with a tee and 45 degree elbow as detailed on installation drawings. All open trenches shall be properly barricaded and designated to insure public safety. No trench shall be left open and unmarked overnight. Product piping and stage II vapor piping must terminate at containment pans under the dispensers per applicable drawings. These pans must not drain into or through underground piping or through the piping containment. Any liquid trapped within the pans must be removed manually and properly disposed. See Approved Materials Lists for details. XV -5 BEDDING/BACKFILL MATERIALS AND PROCEDURES 1. GRAVEL — STANDARD Standard bed and backfill material should be the same as that used in the tank excavation. Insure that it satisfies ASTM C-33 specifications. 2. ALTERNATE — SAND Sand may not be used to backfill tanks. Where sand is used to backfill the trenches, filter fabric barriers are required between the sand and any pea gravel backfill material. Sand must be clean, washed, inert, well graduated and have the following characteristics: A. Less than 8% by weight passing #200 sieve. Such fines must be nonplastic. B. 1/8" diameter or less particle size. C. Free of organic material, loam, trash, snow or ice. In freezing weather must be kept dry. Sand is not a self—compacting material and will have to be mechanically compacted in layers of 12" or less to achieve a minimum 90% Standard Proctor Density throughout. Use a mechanical plate—type vibrator (2000-3000 vibrations/minute). Do not use a concrete vibrator or water tamping. 3. STORAGE AND HANDLING OF BED/BACKFILL MATERIALS ON SITE Do not allow bed/backfill material to intermix with an excavated soil or other material on site. Contamination of self—compacting gravels could result in the need for mechanical compaction. The minimum/maximum particle sizes specified are critical for self—compaction. In freezing conditions materials must be kept dry and free of ice. Do not intermix gravel, stone or gravel crushings, or sand in the same excavation or connected excavations without filter fabric barriers (see paragraph 4 covering the use of soil stabilization and filter fabric to prevent migration between dissimilar soils). 4. INSTALLATION OF SOIL STABILIZATION/FILTER FABRIC Tank holes and pipe trenches may be lined with an approved soil stabilization filter fabric. Approved fabric materials are the same as specified in section XIV -9. Material should be cut to an appropriate width for the depth and width of the pipe trench so that there is sufficient material to overlay the top edges of the trench during pipe installation and make a complete envelope of the backfill at sub—grade as shown on detail drawings with a minimum of 6" lap at the top. Laps of material along the trench excavation should be a minimum of 2 feet. 5. BEDDING OF PIPE A minimum 6" deep compacted bed, graded to give the proper slope or depth of pipe runs, must be laid in trench before pipe runs are installed. Pipe runs should be fabricated at grade and installed properly spaced on the completed bed. After making necessary connections of runs, branches, or fittings which must be made up in the trench, bed material should be placed back under the piping and properly compacted. 6. TESTING AND INSPECTION After all lines have been installed, and before they are backfilled, lines are to be disconnected from the tanks, plugged or capped, subjected to a minimum 50 psi gauge air pressure (or as required by local or state codes) and checked for leaks with a "soapy' solution in the presence of the Company's representative for a minimum of 30 minutes. Gauges for this test should be of a range that places the actual test pressure in the middle third of the gauge range (eg: 0-100 psi gauge for a 50-60 psi test). Air testing of fiberglass piping is not a recommended practice by piping manufacturers unless certain safety precautions are followed. Contractors should obtain appropriate procedures from fiberglass pipe suppliers and assume responsibility for following same for prescribed testing pressures. Their recommendations will include covering pipe between joints, placing sand bags or other restraints at intervals and numerous safety precautions for personnel working on site and/or involved in the test or inspection. Prior to making the high pressure test in the presence of the Company's representative, it is recommended that the contractor first apply a low pressure 5 psig leak test to insure that all adapters are securely threaded into place, that adhesive has been applied to every joint, and properly cured. The low pressure leak test can be applied in a short time, thus, immediately locating any badly maneoints. The line should be carefully inspected for evidence of leakage by using a soap solution on theoints, fittings, and pipe walls. Once it has been determined that the line is tight, the full test pressure should be applied and allowed to remain as. long as specified. After reconnection of all lines and prior to backfilling of same, the entire system, to include tanks and all lines, is to be subjected to a final air test of 5 psig maximum for approximately 1 hour without a pressure loss exceeding 1 psig. Gauges should be 0-15 psi for this test. After test, lines shall be maintained at 15-30 psig until all work is completed. The contractor will provide a company engineer with a certificate of testing and inspection indicating that the piping and complete system has been tested in accordance with these specifications and has been found to be tight and in compliance with all state and local codes covering such an installation. In some areas, locally adopted policy or regulations require vacuum testing or "Tracer" testing of primary and secondary pipingprior to backfilling. It is the responsibility of the contractor to conirm these requirements with the Company Engineer prior to construction. 7. BACKFILLING OF THE PIPING After satisfactory completion of all required testing and inspection of primary and secondary piping, backfilling of the trenches to subgrade elevation should be completed as required for the material used. If it becomes necessary during the course of construction to switch frcm the standard backfill material to an alternate such as sand, soil stabilization and filter fabric must be installed as a barrier between the two dissimilar materials. Approval of the Companyengineer must be obtained before making such a substituion. XV -6 FINAL ITEMS 1. All product piping is to be bled carefully for air as submerged pumps are tested. System is to be tested for tightness and proper operation of leak detectors or pressure sensors and impact valves after lines are bled. 2. After calibration check of each dispenser, strainers will be removed and cleaned, taking care to catch any product released while removing filters and/or strainer elements. 3. Check flow rate of each nozzle to insure pumping capacity is adequate according to manufacturer's recommendation. 4. Test the operation of all leak detectors and impact check valves in accordance with annual leak detector/line test procedure. 5. The contractor to provide a red lined "as built" copy of site plan showing actual location of all piping runs and orientation of all tank appurtenances. Inclusion of 35 mm color slides, photos, or digital photographs taken prior to closure of secondary containment or backfilling is MANDATORY. 6. A completed "Installation Inspection Procedure & Checklist" with the accompanying "Certificate of Test" is to be provided the Company Engineer for approval on completion of the installation. TESTING SUMMARY PIPING PRIMARY SECONDARY 50-60 PSIG WITH SOAP APPLIED AT END JOINTS 5 PSIG WITH SOAP SUMPS FIBRELITE VACUUM PIPING TO DISPENSER AND PIPING TO TANK CONNECTIONS 5 PSIG WITH SOAP Nat. - z 14700—b.dwg, Q) X N Lu 0 0 Scale:0.386863 GENERAL This section covers the requirements for the complete installation and testing of the electrical distribution of power, controls and devices shown in these construction documents necessary to install new or replace the existing underground storage tanks and related equipment at the site referred to in the contract documents and the drawings furnished by the Alliance. CODES All work done under this specification shall comply with the most rigid requirements of the latest editions of the National Electrical Code, and all applicable state, county, and city codes, laws and regulations. Contractor installing system must be very experienced with codes pertaining to these hazardous installations. Nothing in these specifications shall relieve the Contractor from full compliance with the applicable portions of the above regulations, nor any other provisions, codes, or regulations having jurisdiction pertaining to work being installed under this section. DRAWINGS The drawings may or may not be complete as to details, quantities, specifications, etc. and shall be used in conjunction with these specifications, as indicative of the scope of work showing the location and general installation details and scope of all electrical systems. DESIGN All scaled and figured dimensions are approximate and are given for estimation purposes only. Before proceeding with any work, the Contractor shall carefully check and verify all make, model numbers, quantities, installation requirements, locations, dimensions, sizes, etc., and shall be responsible for the proper installation, coordination, certifications, and fitting—in of his materials and equipment to the equipment of other crafts and the structures. SHOP DRAWINGS Shop drawings by an outside vendor, shall be checked and approved by the Contractor to comply with construction drawings and these specifications. GENERAL REQUIREMENTS I. Electrical System layouts indicated on the drawings are generally diagrammatic and the locations of outlets and equipment are approximate. Exact routing of conduits, wiring, and the placement or equipment shall be governed by the location of obstructions and the structural conditions. Wiring for equipment requiring maintenance or inspection shall be readily accessible. II. The Contractor shall fabricate, erect, install, connect, and test all electrical installations, systems, and equipment as shown on the drawings, and as may be required. III. The Contractor shall furnish and install all racks, brackets. supports, push—button supports, hangers, and bracing including concrete pedestals, foundations, structures, and anchor bolts, needed to support all electrical equipment, materials, fixtures and instruments to assure a stable and workmanlike job whether or not shown in detail on the drawings, and shall mount all electrical equipment, fixtures and instruments as specified or shown on the drawings. Conduit shall be recessed in walls whenever possible. IV. The Contractor shall verify, during site visit, that adequate space is available in existing panels, enclosures, and raceways to allow proper installation of breakers, contactors, relays conductors and other related devices indicated on the drawings. Make note of any requirement(s) for additional space needed. The contractor shall in the bid, any additional circuits or panels necessary for additional space needed. The Contractor shall include in the quotation, details and costs for the noted requirement(s). WORK DESCRIPTION The electrical installations consist of the following areas of work. Verify additional specific requirements with the Alliance representative. POWER DISTRIBUTION PANEL Project specific SUBMERSIBLE TURBINE PUMPS Existing to remain PRODUCT LINE PRESSURE SENSING SYSTEM Existing to remain ANNULAR SPACE SENSORS Existing to remain MONITORING WELL SENSORS (if required) Not used TANK GAUGING SYSTEM Existing to remain DISPENSERS Intercept existing conduits and wires (A.C. and D.C. as required) to fueling islands and connect dispensers if new or replace existing circuits to existing dispensers as shown in the dispenser manufacturers specifications or as indicated by the Owner. Verify requirements prior to submitting the bid quotation. OPERATIONAL Follow the sequence of construction required to maintain the existing fueling facilities in operation and the staged change over to the new facilities if requested by the Alliance. WARNINGS I. Do not install A.C. wiring in the same conduit, raceways or gutters scheduled for intrinsically safe wiring. Dedicated conduits for tank gauging probes, monitoring sensors, vapor monitors, etc. II. All conduits containing data related wiring such as tank gauging, electronic dispensers, card readers, monitoring probes, etc. will be separate from power supply & conduit. III. All "intrinsically safe systems" (I.S.S.) shall be kept completely separate from A.C. or other non—intrinsically safe D.C. type wiring. IV. All monitor systems and other "intrinsically safe systems" (I.S.S.) shall be installed per the manufacturers control drawings and per section 504 of the N.E.C. Electrical Scope of Work for Doublewall Fiberglass Tank System Installation Specifications and Miscellaneous Information V. All I.S.S. shall conform to section 504 of the N.E.C. includingrequirements q uiremen is for wire types, S.N.M. cable types, conduit, raceway, gutter and circuiting separation & dedication equipment approval, wiring methods, grounding, bonding, identification, color coding, etc.. VI. Contractor is responsible for all equipment selections associated with I.S.S. and for its proper installation. MATERIALS GENERAL All materials and equipment used in connection with this work shall be new, unless noted otherwise on the drawings, and listed by Underwriters' Laboratories., Inc., wherever standards have been established and label service is regularly furnished by that agency. No substitutions shall be made for materials shown or specified by manufacturers' names or catalog numbers without prior written approvals of owner. Alliance will furnish the following equipment: I. All annular sensors and monitoring well sensors. II. Complete tank gauging system and probes. Where the words "of equal", "approved", or words similar meaning are used, they shall be interpreted as meaning equal in the owner s opinion. Approval shall be obtained in writing before a substitution is made. CONDUITS (Where permitted by local codes) Conduits shall be delivered to the job site labeled and in original bundles. All conduit shall be minimum 3/4 " (20mm) dia. schedule 40. Use PVC coated, rigid metallic at all fuel system. All conduits shall have liquid tight, pressure tight connections with electrical and electronic runs. NEC continuity. All connections shall be protected from corrosion. See Shell building requirements for non—fueling conduit systems. Use oil and gasoline corrosion resistant type rigid non—metallic conduit and fittings for all other underground conduits. Provide grounding wire per code. All sensitive circuits, sensor/data/control/signal/intrinsically safe shall be routed around (not through) wire troughs in buildings. All electrical metallic tubing, including elbows., shall be PVC coated galvanized steel. Fittings shall be gland ring compression type for all above ground conduits. CONDUCTORS, WIRE SIZE AND CABLES All wire and cable furnished by Contractors shall be new, bear the label of the Underwriters' Laboratories, Inc., and brought to the building site in unbroken packages or reels meeting NEC 310-13 THHN, THWN-2, MTW standards for oil, gas, moisture and heat resistance. Power, lighting, and control conductors furnished by the Contractor shall be copper 600 volt, class THWN-2, 12 ga or larger insulated, gas and oil resistant unless otherwise specified. Power conductors for fuel turbines shall be THHN, THWN-2, MTW, rated as per NEC 310-13, oil and gas resistant unless otherwise specified in site specific drawings. No wire smaller than No. 12 AWG will be used for power circuits 600 volt and below, unless specified. Control wires shall be no. 14 AWG and signal/data/intrinsically specified by the equipment supplier. For dispenser control data circuits, manufacturers recommendations for high potential lighting strike or high RF interference areas shall be used in all cases. As a minimum, where #14 gauge stranded THHN conductors are specified by manufacturer conductors shall be paired and twisted with 4 to 8 twist per foot by contractor on—site. CONDUIT FITTINGS, AND OUTLETS All fittings in class I, division I, shall be explosion—proof type, U/L approved for Class I, Group D, Division 1 service. SWITCHES Switches in hazardous locations shall be U/L approved for Class I, Group I, Divsion I service. MISCELLANEOUS Contractor shall furnish structural steel sections and angle bars, unistrut sections, conduit, conduit bends, conduit fittings, electric wire, switches, receptacles, boxes, and all other materials shown on the drawings. Contractor shall furnish all other materials incidental to the work whether or not shown on the drawings, including but not limited to: electrical tape and taping materials, solder, flux, red lead, Glyptol or other insulating enamels, wire identification tags, sealing materials fcr fittings, all fastening devices such as clips, bolts, nuts, washers, screws, conduit straps, hangers, conduit plugs caps and gaskets, etc. CONDUIT INSTALLATION CONDUIT RUNS All exposed conduit shall be installed straight and true with reference to the adjacent work. When a number of adjacent conduits run in the same direction, they shall run parallel. All conduit runs shall be installed so as to avoid piping. Conduits shall be installed so that there shall not be less than 12" clearance to piping except at crossing where the space will be as great as the construction will permit. Conduits containing turbine power shall be installed so that there is not less than 3 feet (1M) separation from conduits containing signal/data/intrinsically safe circuits. Refer to construction drawings for minimum size of conduits. Otherwise minimum size shall be 3/4" (20mm) diameter. BENDS, DIAMETER, AND RADIUS Standard bends may be used above ground and all bends and offsets shall be of as large a radius as the construction will permit but in no case shall the inside radius be less than 5—inch or six times the nominal diameter of the conduit, whichever is greater. Changes in direction laterally conduit runs below grade or slab shall be made with long radius conduit bends. Long radius bends and offsets shall be not less than ten times the nominal diameter of the conduit. Conduit bends 1" or larger of not more than 45—degree deflection may be made with a bending machine ( not a hickey) on the job; 90—degree bends shall be long radius factory bent. Standard radius elbows may be used to bring underground conduits above ground. ALL CONDUITS IN TANK AREA Construction shall be of the explosion—proof type as shown on the contract dr]wing. This shall include the installation of UnderwritersLaboratories, Inc. approved hot dipped PVC coated rigid steel conduits, cast metal body (ferrous metal) fittings, gasketed covers and seal—offs with sealing compound. Threaded covers and ground joints of all explosion—proof fittings shall be greased with U/L approved compound before final assembly. Seal off fittings shall be installed and sealed n accordance with the manufacturer's specifications. Caps of seal offs shall be painted red after pacing is in place and sealant is poured. CONDUIT SUPPORTS Appropriate clamps, hangers, u—bolts, straps and spacers shall be used on steel structures. All conduits shall be rigidly secured in position with minimum code spacing or supports. STORAGE AREA CONDUIT Underground runs shall be sufficiently below grade (24" minimum) to guard against injury during backfill, etc.. And be so arranged as to avoid interference with other underground lines or foundations. All PVC coated rigid steel conduit joints shall be wrapped with 20 mil poly wrap and sealed with an owner approved sealing material. All conduits connected to pumps and other devices attached to the underground tanks must exit the dispenser sump box or turbine sump and run outside the tanks before the run home is made. PULL AND JUNCTION BOXES In long runs of conduit, sufficient pull boxes shall be used to facilitate pulling wires and cables. All pull boxes shall be of ample dimensions and shall be accessible when the work is completed where pull boxes are installed in exposed locations, location shall be approved by the Alliance representative. MOISTURE AND CONDENSATION At locations where excessive moisture is present or condensation is likely to take place, ie. planter areas, provisions shall be made for the drainage of the conduit system by the installation of drain type fittings and breathers in conduits, junction boxes, or other low points. MISCELLANEOUS Conduit shall be cut square and all ends shall be reamed. All conduit ends shall be threaded with a minimum of five full threads. No running threads shall be permitted. Joints shall be made up with red or white lead. All temporary ends of conduit shall be plugged during construction. All unused taps in conduits, fittings, etc., shall be equipped with recessed head galvanized conduit plugs. All conduits shall have liquid tight,pressure tight connections with continuity and connections protected from corrosion. Any spare conduitsgshall e terminated with a coupling and a galvanized conduit plug with a nylon pull wire. The entire conduit work shall be fished, snaked, and cleaned before pulling in wires or cables. CONDUIT INSTALLATION WIRE CARE DURING INSTALLATION No wire shall be drawn into any conduit or duct until all work of any nature that may cause injury to wire or its insulation is completed. Care shall be taken in pulling in wires to prevent damage to the insulation or wires during the pulling operation. TAGGING AND IDENTIFICATION All feeders, mains, and special circuits shall be tagged in pull boxes or panels in which they connect. All terminal blocks requiring numbers shall be numbered by Contractor with permanent type paint, not pencil or ink. All conductors in panels, starters, push buttons, motors, junction boxes, lighting, branch circuits, control main feeders, instrumentation, and special circuits shall be identified by tagging with self—adhesive brand or T & B vinyl labels, or equal. Contractor shall install all tagging in such a manner as to be clearly visible. In connecting wires to switches or controllers, the phases shall be identified by the location of the terminal, which shall be the same for all equipment of this type. JOINTS, TAPS, AND SPLICES Joints and taps on large cables, No. 4 AWG or larger, shall be made with T & B, or burndy solderless lugs and conductors or equal. Joints in branch circuit wiring shall be made mechanically and electrically secure. Unless properly insulated by the connector, all joints shall be taped with scotch electrical tape No. 33 and covered by one layer of friction tape in a manner which shall make the insulation of the joint equal to that of the conductor. Care shall be exercised when making joints at conduit type fittings so that joints will not be forced into the conduit type fittings in a manner which might injure the joint or break the insulation of the wires. No splices of any kind will be permitted in sealing fitings. Conductors shall be continuous from outlet to outlet and no splices or joints will be permitted in either feeders or branches except at outlets or accessible junction boxes. All joints and splices in cable shall be made in accordance with the cable manufacturer's specification. WIRE SIZES AND TYPES All wire and cable sizes and types shall comply with the national electrical code. Refer to the construction drawings and follow the best trade practice. GROUNDING Grounding will be provided in accordance with all applicable regulatory codes. The following shall be grounded: Non—current carrying metal parts of electrical apparatus and instruments, metallic conduit, machinery, mechanical equipment, motors, structural steel, and enclosure fences. CONNECTIONS Grounding conductors shall terminate on approved ground lugs. Ground connections shall be made with everdur bolts, nuts, and lock washers. Underground splices and inaccessible connections to ground shall be made only by the cadweld process. CONDUCTORS All underground grounding conductors shall be insulated copper. All conductors shall be protected from mechanical injury and be rigidly supported on structures. CONDUIT All conduits shall be permanently bonded to the system ground using U/L approved ground bushings. TESTS All labor, materials, instruments, and tools for the various tests shall be furnished by contractor. The entire electrical installation shall be free from short circuits and improper grounds. All Circuits shall be metered before being energized and checked for proper operation before being connected to their respective loads. ACCEPTANCE AND CLEAN—UP The Contractor shall maintain all electrical systems and equipment installed by him until final acceptance of the work. In addition to the guarantees included in the general conditions hereof, the Contractor shall also repair or replace, to the satisfaction of the Alliance representative, all defective workmanship or materials furnished by him that may be apparent during testing, run—in, and acceptance tests of the Contractor's work by the Alliance. The Contractor shall at all times keep the premises clean and free from accumulation of waste materials and debris. All exposed work shall be thoroughly cleaned. The contractor shall clean all conduit and electrical equipment during the progress of the work and upon completion the contractor shall remove all debris and leave the equipment and premises in a clean condition. BID ADDENDUM PERMIT RELEASE 0 y 0 0 V) 0 O. 0 C,) 0) rn a, 0 0 z TUKWILA STORE NO. 631 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON LL. E O (I) aS a} to 0 155 0 IC a) V .% hi 0 0 V) 0 0 0 0 0 0 C G c Date 08/25/11 18215 72ND AVENUE SOUTH N M 0 00 rn F- z w X N 00 (0 0000 I N N N N z 0 I- Xref: , z14700—b.dwg, jay.dwg Scale:0.386863 Date/Time:1/30/2012 4:00 PM File:P:\14000s\14700\mechanical\tanks\14700 TK4-3.dwg N.E.C. HAZARDOUS AREA NOTES TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - VENT -DISCHARGING UPWARD) EXTENT OF CLASS 1 GROUP D DIVISION 1 LOCATION: WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) EXTENT OF CLASS 1 GROUP D DIVISION 1 LOCATION: ANY PIT BOX, dR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. '7 // /7 VENT STACK REINSTALL EXISTING OVERFILL ALARM, ACKNOWLEDGE SWITCH, INTERCEPT EXISTING CONDUITS AT TANK AND PROVIDE NEW GALVANIZED RIGID WRAPPED (OR ROBROY) CONDUITS TO NEW BUILDING. PULL ALL NEW WIRING FOR POWER AND SENSORS. DO NOT INSTALL SPLICE -BOXES OR VAULTS. .7 , EMERGENCY SHUT-OFF SWITCH RESET SWITCH FOR EMERGENCY SHUT-OFF 1"=20 ' 0 10' 20' 40' TANK FILL SUMP CLASS 1 DIVISION (TYP.) CLASS I, DIVISION II AREA VEEDER ROOT PANEL • • S. EXISTING TANK ANNULAR SENSOR (TYP. OF 4) ,;%' „ • GILBARCO DISPENSER INTERFACE BOX SQUARE D CONTROLLER MASTER SECURITY MODULE POWER CONDITIONER DATA DISTRIBUTION BOX /' • CLASS CLASS 1, DIVISION 1 LOCATION CLASS 1, DIVISION 2 LOCATION ,, / , / / TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP D DIVISION 1 LOCATION: ANY PIT BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1 GROUP D DIVISION 1 LOCATION: ;SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN(18 INCHES HORIZONTALLY IN (2)THAT DIRECTIONS EXTENDING TO GRADE FROM E1N)CLOSURECONTAINING ENCLOSURE HANDLING COMPONENTS OF THE DISPENSER TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE. 0 z W 0 co J z 0 z 1- 44t - TANK VENTS IN PLANTER /, /, /, / // 0 5' N \\N EXTERIOR EMERGENCY SHUT-OFF •• .• . . . • • • • • • S. ••••••••••••• ^7 s:..:I TURBINE SUMP CLASS 1 DIVISION 1 (TYP.) • • • • / • • • • • • • • • • • • • • • • • • • • • • • • • 0) • • • • • • • • • • • • • • • • • • • • • • • • CLASS I, DIVISION 1 AT DISPENSERS SUMPS & INSIDE DISPENSER (TYP. ALL DISPENSER LOCATIONS) • LU N 00 LU tfe LU ELECTRICAL FUELING Silt PLAN • • • • CLASS I, DIVISION I AND Il HAZARDOUS AREA PLAN iv;\ NOTE: INDICATES ITEMS FOUND ON MATERIALS ig 0 4 - a) ru- CD 7.1 CO ci 7.1 0 7,1 o Scale:0.386863 Date/Ti me:1 /31 /2012 (13 CD GENERAL NOTES: A: SEE MATERIALS SCHEDULE FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION. B: ROUTINGS SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. C: ALL EQUIPMENT SHALL BE INSTALLED AND WIRED AS PER MANUFACTURER'S SPECIFICATIONS. D: FUNCTIONS OF THE CONTINUOUS MONITORING: - MONITORING OF ALL ANNULAR SPACES. - MONITORING OF ALL PRODUCT PIPING SUMPS. - PROVIDE CONTINUOUS TANK LEVEL MONITORING. - DISPENSER SUMP MONITORING. E: ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE F: THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES AND DISPENSERS IN THE EVENT OF A LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE CONTROLLER ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. G: ALL CONDUCTORS SHALL BE STRANDED COPPER WITH 75"C THWN OR THHN INSULATION. H: AN EXPLOSION PROOF SEAL OFF (EPS) MUST BE INSTALLED UPON ENTERING AND LEAVING AN EXPLOSION PROOF JUNCTION BOX. I: ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/#4 BARE COPPER J: AN EXPLOSION PROOF SEAL MUST BE INSTALLED UPON ENTERING AND LEAVING AN EXPLOSION PROOF JUNCTION BOX. STUB UP 6" ABOVE GRADE AND CAP. K: ALL WIRING TO PROBES AND SENSORS MUST BE GAS AND OIL RESISTANT SIZES FROM AWG #18 TO AWG #14. BARRIER GROUND WIRING MUST BE AWG #12 OR LARGER. L: CONNECT WITH #12 AWG (OR LARGER) CONDUCTOR THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL. M: FIELD WRAP STEEL CONDUIT WITH A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP #50 TAPE IN CORROSIVE SOIL ENVIRONMENTS. SEE OWNERS REPRESENTATIVE FOR SITE REQUIREMENTS. N: EQUIPMENT MUST BE INSTALLED AND USED IN ACCORDANCE WITH STATE, LOCAL N.F.P.A. NO. 30A AND 70 CODES AND REGULATIONS, AND APPLICABLE N.E.C. CODES. WIRE ALL CIRCUITS N.E.C. CLASS 1. SEE INTERCOM MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INTERCOM WIRING. 0: ALL EQUIPMENT EXCEPT DISPENSERS SHOULD BE INSTALLED IN A BUILDING WHERE TEMPERATURE WILL NOT BE LESS THAN 327 OR HIGHER THAN 110'F. WIRING TROUGHS, CONDUITS AND WIRE FURNISHED BY INSTALLER. MAX. 7.5 FT. LONG 115V POWER CORD FOR APPROVED GROUNDED RECEPTACLE. DISPENSER WIRING LENGTH NOT TO EXCEED 500 FT. P: R: VFC VFC VFC VFC NOTE: DO NOT MOUNT MAGVFC CONTROLLERS NEAR PAM BOX. PAM DC 6x6 WIREWAY BACK ROOM STORAGE POWER 6x6 WIREWAY INTRINSICALLY III III I -1 — I I I II II II II II II II II II II II II iI II II II II II I I II I I II I S: ALL STATION WIRING MUST BE ON SAME PHASE OR ERRATIC OPERATION MAY RESULT. DO NOT USE SAME CIRCUITS USED FOR LIGHTING, COOLERS, PUMP MOTORS, ETC. ALL REQUIRE THREE (3) WIRE EARTH GROUND RECEPTACLES. GROUND IS NOT TO BE SHARED WITH AC COMMON. T: MOTOR LEADS AND POWER DISTRIBUTION LEADS TO BE RUN IN SEPARATE CONDUIT FROM OTHER LEADS. U: ALL PERIPHERAL EQUIPMENT MUST BE UL USTED AND HAVE RS232 COMMUNICATION PROTOCOL, IF EQUIPMENT IS USTED PER UL 478, THEN EQUIPMENT CANNOT BE INSTALLED OVER A CLASS 1, GROUP 0, DIV. 2 HAZARDOUS LOCATION. V: DISPENSER PAYMENT TERMINAL WIRING BETWEEN SITE CONTROLLER AND THE DISPENSERS CANNOT EXCEED 1000 WIRE FEET PER COMMUNICATION CHANNEL. W: GENERAL CONTRACTOR SHALL ENSURE NO MIXING OF HIGH VOLTAGE AC CIRCUITS WITH LOW VOLTAGE DC CIRCUITS. PROVIDE MINIMUM 3'-O" BETWEEN FE PUMP CONTROLLERS & DC DISPENSER CONTROL BOXES. X: UNISTRUT, IF USED, MUST NOT INTERFERE WITH THE FINISHED CHASE FILL. Y: SILICONE SEALING COMPOUND SHALL BE USED. ALL EXCESS SEALANT AND CONCRETE BACKFILL SHALL BE CLEANED FROM THE CONDUIT AND APPURTENANCES. Z: ANY CONDUITS PASSING BENEATH THE HAZARDOUS ZONE MUST HAVE A SEAL -OFF AT BOTH THE WIRING TROUGH & THE FIXTURE. SEE NEC SECTION 514-8, FIGURE 514-4. - 3/4" C, (3) BELDEN CABLE 1032A (TYP ® EACH TANK) - 3/4" C, (1) BELDEN CABLE 1032A (TYP 0 EACH TANK) © 0 00 DISPENSER AREA CONDUIT LEGEND POWER CONDUIT POWER & DATA CONDUIT DATA/COMM. CONDUIT INTRINSICALLY SAFE CONDUIT TANK AREA 18 ALARM PEDESTAL AREA CONDUIT SCHEDULE CONDUIT NUMBER CONDUIT SIZE & TYPE CONDUIT ALL CONDUIT START CONDUIT END CONDUIT DESCRIPTION r. 1, l\ i1 M n/1 r 11 1 C 3/4" RGS PER CANOPY ELECTRICAL PLAN CANOPY COLUMN POWER PANEL AT STORAGE ROOM 1 1 GIMPY UGHTS 3/4" RGS PER CANOPY ELECTRICAL PLAN CANOPY COLUMN POWER PANEL AT STORAGE ROOM CANOPY FASCIA LTG,TS 0( 1" RGS PULL ROPE CANOPY COLUMN MANAGEROFOFFICECE K SYSTEM 1" RGS PULL ROPE CANOPY COLUMN MANAGER'S OFFlCE CAMERA SECURITY SYSTEM 3/4" RGS 5 #12 THWN & 1 #12 GRD. (POWER) DISPENSER #1 POWER PANEL AT STORAGE ROOM POWER FOR DISPENSER 0 ( 3/4" RGS 5 #12 THWN & 1 #12 GRD. (POWER) DISPENSER #2 OWER PANEL ATPSTORAGE ROOM POWER FOR DISPENSER 0 ( 3/4° RGS 5 #12 THWN & 1 #12 GRD. (POWER) DISPENSER #3POWER PANEL AT STORAGE ROOM POWER FOR DISPENSER 8 ( 3/4° RGS 5 #12 THWN & 1 #12 GRD. (POWER) DISPENSER #4 POWER PANEL AT STORAGE ROOM POWER FOR DISPENSER O 3/4" RGS (2) BELDEN#1032A - (DATA & GRIND) CABLE DISPENSER #1 ATPOWSTRAGE R OM DATA FOR DISPENSER 10 3/4" RGS C IND CABLE#1032A - (DATA & DISPENSER #2 ATPOWER PANEL STORAGE ROOM DATA FOR DISPENSER rj `.. 11 3/4" RGS (2) BEEN CABLE #1032A - (DATA & CRIND) DISPENSER #3 POWER PANEL AT STORAGE ROOM DATA FOR DISPENSER 12 ( 3/4" RGS (2) BELDEN CABLE #1032A - (DATA & CRIND) DISPENSER #4 POWER PANEL AT STORAGE ROOM DATA FOR DISPENSER 13 3/4" RGS -_-v,v 3 #10 THWN & # 0 GRD. v vJ TANK AREA TURBINE `. J v AT STORAGE ROOM v vvv v vv TURBINE POWER 14 3/4° RGS 3 #10 THWN & 1 #10 GRD. POWER PANEL TANK AREA - TURBINE AT STORAGE ROOM TURBINE POWER 15 3/4" RGS 3 #10 THWN & 1 #10 GRD. TANK AREA -TURBINEATPOWER STORAGE ROOM TURBINE POWER 16 3/4" RGS 3 #10 THWN & 1 #10 GRD. TANK AREA - TURBINEOWER PANEL ATPSTORAGE OOM TURBINE POWER 17 3/4" RCS (4) BELDEN CABLE 1032A* TANK AREA - ANNULAR INTRINSICALLY SAFE WIREWAY AT STORAGE ROOM TANK MONITORING (TYP.) (VARIES BASED ON PLLD REQUIREMENTS) 1 Ei 3/4" RGS (4) BELDEN CABLE 1032A* TANK AREA - ANNULAR INTRINSICALLY SAFE WIREWAY AT STORAGE ROOM TANK MONITORING (TYP.) (VARIES BASED ON PLLD REQUIREMENTS) 19 3/4" RGS (4) BELDEN CABLE 1032A* TANK AREA - ANNULAR INTRINSICALLY SAFE WIREWAY AT STORAGE ROOM TANK MONITORING (1W.) (VARIES BASED ON PLLD REQUIREMENTS) 20 3/4" RGS (4) BELDEN CABLE 1032A* TANK AREA - ANNULAR INTRINSICALLY SAFE WiREWAY AT STORAGE ROOM TANK MONITORING (DIESEL IF USED) (VARIES BASED ON PLLD REQUIREMENTS) 21 3/4° RGS 7 #12 THWN & 1 #12 GRD. TANK AREA POWER PANEL OVERFILL ALARM AT STORAGE ROOM POWER FOR OVERFILL ALARM, RECITTACLE & ESO 22 34' RGS / (8) #18 TW TWISTED PAIR SHIELDED INDMDUALLY INTERCOM PANEL AT INTERCOM PANEL STORAGE ROOM AT CASHIER AREA INTERCOM (SPEAKER & CALL BUTTON) ON COLUMN NOTE. CONDUIT SCHEDULE DOES NOT DEPICT THE FULL REQUIREMENTS FOR THE REQU RED INSTALLATION. CONTRACTOR TO PROVIDE ADDITIONAL CONDUITS AND WIRING AS NEEDED TO INTERCONNECT THE APPROPRIATE POWER, DATA AND ANY AND ALL SIGNAL WIRING AS NEEDED TO ALL COMPONENTS, TO PROVIDE A FULLY FUNCTIONAL STATION. BID ADDENDUM PERMIT RELEASE C 0 771 '5 0 U, Cl) I- a 0. .) 0 N 0 rn rn 0 0 N 0 z z J 0 I- 0 U J 0 V J r O z W 0 J L L 1— 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON L D 0 O N 0) U - 1 0 O -63 .. w 0 W - 0 A I!!Po O W V W °a!§i 0 U U) o Wr 0 O N V Q 'e 2 v 0 C C) C e .D Y 0 C) .0 0 Approved DBG to CO O 0) 0 18215 72ND AVENUE SOUTH r")N 00 N O) (0 I X 1¢i N 00 N 00 4.0 N 4.0 cn ww CD Z_ Z Z Z w O w Z m- c -5 w J • 0+ ✓ .0 C) 0 0 N. N 0 0 ) r) N o.) Ln r) N C) '0 +s 0 v rl "4- 77 t.p LL) r) N G) X Scale:0.386863 co 0 PUMP CONTROL FROM DISPENSER ISOLATION RELAYS SWITCHED HOT ( 120 OR 240 VAC. ) NEUTRAL BUS ISOLATED FROM GROUND do ELECTRICAL PANEL BONDING SCREW REMOVED PER NEC 250-61(b) PUMP IN (PI) ELECTRICALLY ISOLATED GROUND BUS (INSULATED FROM THE PANEL VIA A NON-CONDUCTIVE MOUNTING) NON -HAZARDOUS AREA HAZARDOUS AREA TYPICAL MASTER TURBINE CONTROLLER METAWC CONDUIT, DO NOT ROUTE THROUGH AC TROUGH 200-250V CONDITIONED POWER SUPPLY PROVIDED 3 PH THROUGH PUMP ELECTRICAL 1 DISTRIBUTION CONTROL CENTER e --9 OPTIONAL 3 HP WIRING L2 L1 GND m m 115V NEUTRAL ®IFEE111311 AC NEUTRAL AC UNE RIGID CONDUIT _e --m TO SUBMERSIBLE PUMP GND BLK ORG RED TO MOTOR See manufacturer installation instructions for specific wiring connections and speed/dip switch settings. TYPICAL SLAVE TURBINE CONTROLLER LOW VOLTAGE SIDE RIGID CONDUIT FROM JUNCTION BOX f EACH DISPENSER TLS -350 PLUS MONITOR PANEL 0 ® ® ®® e e 8 MODULE TYPE: 0 0 1- 5- 2- 6- 3- 7- 4- 0 0 0 0 0 0 0 0 0 0 0 0 2- Ilia 0 7- eee��eeAaesee •eNee eE 8 - 0 E MODULE TYPE: 0 0 emir 1-t -al--'_r._� =-+_r►� mirmor o•r 6- 3- r•. 4- 8 - es ee CCese+C ese9 ee 0 era uc am rasew saa MravcE cmux 3- 7- 4- 8- 4 1- 5- 2- 6- 3- 7- 4- 8 - 3 ® POSITION RECORD: TANK SUMP SENSORS, ANNULAR SENSORS 0 0 0 6- UNLEADED PREMIUM (ULP) ANNULAR 3- UNLEADED REGULAR ULR-2 TURBINE SUMP 7 -DIESEL (D) TURBINE SUMP 4- UNLEADED REGULAR ULR-2 ANNULAR 8- DIESEL (D) ANNULAR 0__ MODULE TYPE: PROBE INTERFACE SENSOR MODULE ^�wo�crn�..cac..".aaccn.. 1- UNLEADED REGULAR (ULR-1) ATG eeseeeeeeeeeeeee 0 ® wBx.c UK v"c mxauu 0 3- UNLEADED PREMIUM (ULP) ATG 3- SPARE 4- DIESEL (D) ATG 4- SPARE 1 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 1 -UNLEADED REGULAR (ULR) PLLD 5- SPARE eeeeee 9e 0 - !La asu 4 -SPARE 9.6 octi GROUND 0 y.mm ^. eeee9ee9e 0 nea.e ue Tac .rte 10ese•9e RIGID CONDUIT SEE NOTE 7) WEATHERPROOF J -BOX SENSOR LOCATED IN DISPENSER SUMP I SUMP - TYPICAL AT ALL DISPENSERS SENSOR VEEDER-ROOT DETAILS TUKWILA STORE NO. 631 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON WEATHERPROOF J -BOX + writ SINGLE FLOAT SENSOR IN HYDROSTATIC RESERVOIR OR DRY ANNULAR ANNULAR LEAK DETECTION BLACK 200-250V CONDITIONED POWER SUPPLY PROVIDED 3 Pi• THROUGH PUMP ELECTRICAL DISTRIBUTION CONTROL CENTER e OPTIONAL 3 HP WIRING v v 9 L2 L1 GN RIGID CONDUIT m WU) SEE NOTE 10 BELOW WEATHERPROOF J -BOX m 115V NEUTRAL OPTIONAL AUDIBLE HORN ®IERIERIT BLACK SENSOR LOCATED STANDARD IN TURBINE/FILL SUMP LEAK -�I DETECTION TURBINE SUMP GND BLK ORG RED TO MOTOR SENSOR WIRING SHALL BE INTRINSICALLY SAFE WIRING BELDEN CABLE 88760 FOR EACH SENSOR/PROBE (TYP.) WEATHERPROOF J -BOX I+ WHITE I © 1 MAG PROBE LOCATED IN FILL SUMP E- TANK LEVEL GAUGING TYPICAL AT ALL TANKS TO ISTS RIGID CONDUIT FROM EACH TANK WEATHERPROOF J -BOX + *HOE IN PLLD TURBINE SUMP PRESSURE -II- LINE LEAK DETECTION TURBINE SUMP JUNCixci titix SPARE CONDUCTOR-9- WARNING: ONDUCTOR COMMERCIAL COURT WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE: FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. Typical Master/Slave Turbin SCALE: NTS WARNING: DISCONNECT ALL POWER BEFORE MAKING AN CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRINSICALLY SAFE AREA. 0 E ,0 V til; L. 0 a) 0 0 15C 0 0 c1 iring Diagram IST-VFC NOTES VEEDER-ROOT TLS -350 NOTES INTRINSICALLY -SAFE AREA GROUND e e 8 MODULE TYPE: POSITION RECORD: 1- 5- 2- 6- 3- 7- 4- 8 - 7 MODULE TYPE: POSITION RECORD: 1- 5- 2- 6- 3- 7- 4- 8 - 6 MODULE TYPE: POSITION RECORD: 1- 5- 2- 6- 3- 7- 4- 8 - 5 MODULE TYPE: POSITION RECORD: 1- 5- 2- 6- 3- 7- 4- 8- 4 1- 5- 2- 6- 3- 7- 4- 8 - 3 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE MODULE POSITION RECORD: TANK SUMP SENSORS, ANNULAR SENSORS 1- UNLEADED REGULAR ULR-1 TURBINE SUMP 5 -UNLEADED PREMIUM (ULP) TURBINE SUMP 2- UNLEADED REGULAR ULR-1 ANNULAR 6- UNLEADED PREMIUM (ULP) ANNULAR 3- UNLEADED REGULAR ULR-2 TURBINE SUMP 7 -DIESEL (D) TURBINE SUMP 4- UNLEADED REGULAR ULR-2 ANNULAR 8- DIESEL (D) ANNULAR 2 MODULE TYPE: PROBE INTERFACE SENSOR MODULE POSITION RECORD: TANK LEVEL GAUGES 1- UNLEADED REGULAR (ULR-1) ATG 1- SPARE 2- UNLEADED REGULAR (ULR-2) ATG 2- SPARE 3- UNLEADED PREMIUM (ULP) ATG 3- SPARE 4- DIESEL (D) ATG 4- SPARE 1 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 1 -UNLEADED REGULAR (ULR) PLLD 5- SPARE 2 -UNLEADED PREMIUM (ULP) PLLD 6- SPARE 3 -DIESEL (D) PLLD 4 -SPARE GROUND e e CONFIGURE CONSOLE IN THE FOLLOWING ORDER STARTING WITH L1 AND MOVING PRODUCTS UP IN ORDER TO AVOID GAPS IN WIRING THE MODULES AND PROGRAMMING L1: DISPENSER 1-2 L2: DISPENSER 3-4 L3: DISPENSER 5-6 L4: REGULAR ULR-1 TURBINE SUMP L5: REGULAR ULR-1 FILL SUMP L6: REGULAR ULR-1 INTERSTITIAL L7: REGULAR ULR-2 TURBINE SUMP L8: REGULAR ULR-2 FILL SUMP L9: REGULAR ULR-2 INTERSTITIAL L10: PREMIUM ULP TURBINE SUMP L11: PREMIUM ULP FILL SUMP L12: PREMIUM ULP INTERSTITIAL AND SO ON. ORDER SHOULD PARALLEL PRODUCT LABELS IN IN -TANK SETUP. SPACES IN MODULES SHOULD BE USED COMPLETELY WITHOUT DESIGNATING SPARES. REQUIREMENTS FOR THIS SYSTEM: CP v 0 0 TWO OR MORE VFC CONTROL BOXES WITH REVISION 1.5 SOFTWARE (SEE FIGURE 2 OF TB -015, DATED MAY 20, 2004.). PLEASE CONTACT FE PETRO FOR AVAILABILITY. 2. VEEDER-ROOT TLS -350 WITH VERSION 27 TLS SOFTWARE. PLEASE CONTACT VEEDER-ROOT FOR AVAILABILITY. 3. SET ALL THE VFC'S WITH PLLD TRANSDUCER INSTALLED IN ITS PUMP TO BE THE MASTER VFC. 4. 18 AWG 3 -WIRE SHIELDED COMMUNICATION CABLE (300 V MINIMUM) CONNECTING VFCS. 5. AN FE PETRO MODEL 65 PSI CHECK VALVE OR A NON -VENTED CHECK VALVE SHALL BE INSTALLED ON THE SLAVE PUMPS. 6. WIRE VFC CONTROLLERS ACCORDING TO FIGURE 3 OF FE PETRO TECHNICAL BULLETIN TB -015, DATED MAY 20, 2004. 7. INSTALLATION MANUALS FOR BOTH VEEDER-ROOT TLS -350 & FE PETRO VFC WILL BE AVAILABLE DURING INSTALLATION. BASIC OPERATION FOR THIS CONFIGURATION: 1. THE VEEDER-ROOT TLS -350 SYSTEM MONITOR THE TANK PRODUCT LEVELS. 2. WHEN DEMAND FOR PRODUCT IS CALLED FOR, A 120 VAC HOOK SIGNAL FROM DISPENSER IS PRESENT, THE VEEDER-ROOT TLS -350 SYSTEM WILL TURN ON A PUMP, DICTATED BY CONSOLE CONFIGURATION. 3. WHEN THE DEMAND FOR PRODUCT GOES AWAY, THE VEEDER-ROOT SYSTEM WILL PERFORM A LINE LEAK TEST ACCORDING TO VEEDER-ROOT'S LINE TEST PROTOCOL 5. IN THIS CONFIGURATION, IF THERE ARE ANY FAULTS IN THE SYSTEM THE WHOLE SYSTEM WILL BE SHUT DOWN. WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE: FEDERAL, STATE AND LOCAL CODES. IN ADDmON, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. A\ WARNING: DISCONNECT ALL POWER BEFORE MAKING AN CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRINSICALLY SAFE AREA. z 14700—b.dwg, THE WIRING DIAGRAM IN FIGURE 1 SHOWS THE CONNECTIONS BETWEEN THE VEEDER-ROOT POWER BAY CONSOLE AND THE MASTER VFCS. 1. FOLLOW ALL SAFETY AND INSTALLATION INSTRUCTIONS IN THE VEEDER-ROOT SITE PREP AND INSTALLATION INSTRUCTIONS FOR THE VEEDER-ROOT TLS -350. 2. FOLLOW ALL SAFETY AND INSTALLATION INSTRUCTIONS IN THE IST-VFC INSTALLATION AND OWNERS MANUAL FOR WIRING NOT SHOWN IN FIGURE 1. 3. SET SW3 SWITCHES ACCORDING TO MASTER CONFIGURATION. 4. CALIBRATE CONTROLLERS ACCORDING TO CALIBRATION INSTRUCTIONS IN IST-VFC INSTALLATION AND OWNERS MANUAL ADDITIONAL NOTES: 1. FOR ADDITIONAL INFORMATION, REFERENCE VEEDER-ROOT SITE PREPARATION AND INSTALLATION MANUAL 576013-902 FOR INSTALLATION INSTRUCTIONS OF PLLD USING A MASTER CONFIGURATION. 2. THE VEEDER-ROOT TLS -350 SYSTEM MUST BE PROGRAMMED USING THE CORRECT DISPENSER MODE. SEE VEEDER-ROOT SYSTEM SET-UP MANUAL 576013-623 FOR SPECIFIC PROGRAMMING INSTRUCTIONS. 3. THE VEEDER-ROOT TLS -350 MUST BE PROGRAMMED USING THE CORRECT TANK SET-UP. THE PROGRAMMER MUST ASSIGN THE FIRST MASTER TANK T-1 TO UNE LEAK DETECTOR Q-1. THE SECOND MASTER TANK T-2 TO UNE LEAK DETECTOR Q-2. SPECIFIC PROGRAMMING QUESTIONS SHOULD BE DIRECTED TO VEEDER-ROOT TECHNICAL SUPPORT DEPARTMENT BY CALLING 800-323-1799. ULR = UNLEADED REGULAR ULP = UNLEADED PREMIUM D = DIESEL NOTES: 1. WIRING TO PROBES, SENSORS, & PLLD MUST BE SHIELDED MULTI -STRAND, GAS AND OIL RESISTANT SIZES FROM AWG #18 TO AWG #14. BARRIER GROUND WIRING MUST BE AWG #12 OR LARGER. 2. CONNECT WITH #12 AWG (OR LARGER) CONDUCTOR THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL 3. 0 DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC ANS/NFPA 70, 1990. 5. TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PROBE AND SENSOR WIRING MUST BE INSTALLED WITHIN SEALED CONDUIT. IV w a 0 6. ELECTRICAL RATING POWER INPUT - 120VAC, 50/60 HZ, 600 WATTS MAX. 7. REFER TO "SITE PREPARATION AND INSTALLATION INSTRUCTIONS," MANUAL NO. 576013-622 FOR ACTUAL LOCATION OF CONDUIT ENTRY INTO TLS -350 MONITOR. 8. REFER TO LINE LEAK DETECTOR "SITE PREPARATION AND INSTALLATION," MANUAL NO. 576013-764. 9. RS -232 MODULE IS LOCATED IN THE COMMUNICATIONS COMPARTMENT AND MUST BE ORDERED SEPARATELY. 10. BONDING LOCKNUTS AND OR BONDING BUSHINGS SHALL BE USED AT ALL CONDUIT ENTRANCES TO THE TLS -350R ENCLOSURE AND AT ANY JUNCTION BOX/WIRING TROUGHS IN THE NON -HAZARDOUS AREA TO ENSURE POSITIVE CONDUIT GROUNDING. 11. SOFTWARE ENHANCEMENT MODULE REQUIRED (#330160-012) AND MUST BE ORDERED SEPARATELY. 12. FOR 2 PUMPS IN SINGLE TANK OPERATION, PUMP SENSE MODULE REQUIRED (#847490-204) AND MUST BE ORDERED SEPARATELY. IF USING PLLD, PUMP SENSE MODULE IS NOT REQUIRED (ELECTRONIC LINE LEAK DETECTOR IS DOING THE PUMP SENSE). 13. NO SPLICING OF PROBE/SENSOR WIRE EXCEPT AT THE DEVICE ITSELF. 14. CONTRACTOR MUST COMPLY WITH ALL THE TRAINING REQUIREMENTS OF VEEDER-ROOT. 15. SPECIFIC PROGRAMMING FOR VEEDER ROOT TLS -350 CONSOLE SHALL BE OBTAINED FROM THE LOCAL ENVIRONMENTAL COMPLIANCE MANAGER. File:P:\14000s\14700\mechanical\tanks\