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Home My WebLink AboutST - 13310 INTERURBAN AVE S - SPRINT - STORAGE TANKSTAN K(S) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 13310 INTERURBAN AVE S PARCEL NUMBER(S) 0003000113 RELATED PERMIT NUMBER(S) 98 -UG -327 89 -UG -1002 88 -UG -1005 Date: 1/15/08 • Tukwila Fire Department OPERATIONAL PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Eagle Communications Service located at 11030 East Marginal Way South 34-08 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, alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per Chapter 34 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 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 -Ninety Days - Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 sN (pi TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # RECEIPT # 2 4'/ DATE RECEIVED: ' =1-4 DATE ISSUED: / / ' FIRM NAME: E ozIP CsDnnrrjh;c_d1,n„ SPrJ;Ce, PHONE: c%3- FIRM ADDRESS: /0a -b Al) Alia S7E C,; G, 66,r L l33.6 JOB SITE: /1030 E Pk rra : �C w,JJ I,w NUMBER OF TANKS TO BE REMOVED/INSTALLED: ' c-0.1 t/d.-,0e,(C44 INDIVIDUAL TANK CAPACITY (GALS): 100 0, PRODUCT TO BE STORED: faiiiak. l? i e5e\ TOTAL AGGREGATE CAPACITY (GALS): NAME OF BUSINESS AT JOB SITE: Spr ht PERSON IN CHARGE: Cr -N5 6161 PHONE: c.)53- ao' -0x71 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 $' , 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 \Tosco\102152 -133101 Interurban Ave - Tukwila, WA\Drawings\CS1.1.dwg, 12/09/2002 07:51:26 AM, bliston 11111.11: II lililliii,1111111ill LEGAL DESCRIPTION PARCEL I: Site Legal Description: THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM IN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS NORTH 81 DEGREES 44 MINUTES 15 SECONDS EAST A DISTANCE OF 199.11 FEET FROM A MONUMENT (NUB) AT TI -IE END OF A CURVE ON THE CENTER LINE OF TI -IE DUWAMISH-RENTON JUNCTION ROAD NOW PAVED, SAID CURVE BEING APPROXIMATELY 1,200 FEET NORTH AD 440 FEET WEST OF THE 1/4 SECTION CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 40 DEGREES 36 MINUTES 00 SECONDS EAST, 200 FEET THENCE SOUTH 49 DEGREES 24 MINUTES 00 SECONDS EAST, 160.00 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS SAID MARGIN WAS ESTABLISHED BY JUDGEMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 591310; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO A POINT OF BEGINNING BEARS NORTH 49 DEGREES 24 MINUTES 00 SECONDS WEST; THENCE NORTH 49 DEGREES 24 MINUTES 00 SECONDS WEST TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGON Site Tax Parcel No.'s 000300-0113-01 000300-0113-54 II111111I. GENERAL CONTRACTOR SCOPE OF WORK I. REMOVE HANGING HARDWARE FROM DISPENSERS FOR IMMEDIATE SALVAGE BY PHILLIPS. 2, REMOVE AND TEMPORARILY STORE (4) GIBARCO AKI220'S DISPENSERS FOR SALVAGE BY PHILLIPS. 3. INSTALL (2) BRAVO BOX ADAPTOR KITS FOR NEW ENCORE 500NL1 341 DISPENSERS WITH BLENDERS AND E-CRIND. 4. INSTALL (2) BRAVO BOX ADAPTOR KITS FOR NEW ENCORE 500NL 340 DISPENSERS WITH BLENDERS AND E-CRIND. 5. INSTALL AND START UP (4) NEW ENCORE DISPENSERS WITH E-CRIND. 6. CONVERT 92 TANK TO DIESEL SERVICE AND 89 TANK TO 92 (RE -PAINT ALL FILLS/VAPOR CAPS) G.G. WILL REMOVE TURBINE, PURGE 92 LINES, TRIPLE RINSE TANK AND DISPOSE OF ALL LIQUIDS. 1. SEPARATE AND ABANDON 92 STAGE II LINE. S. REMOVE/REPLACE EXISTING PRODUCT LINES AS NECESSARY. 9. REPAIR EXISTING FUELING SLAB/ASPHALT AS NECESSARY. 10. PROVIDE AND INSTALL NEW FUEL SAS -PANEL IF NOT EXISTING. 11. PHASE BALANCE EXISTING SERVICE PANEL AND RELABEL. 12. REMOVE EXISTING MLD'S AND REPLACE WITH NEW. 13. REMOVE EXISTING LEAK DETECTOR ON CONVERTED TANK AND REPLACE WITH NEW. 14. INSTALL NEW DISPENSER/TURBINE RELAYS. 15. INSTALL NEW INTERCOM SYSTEM. 16. PAINT ISLANDS AND CANOPY COLUMNS. 11. CONDUCT ALL NECESSARY TESTING VIA THIRD PARTY AND SUBMIT ALL NECESSARY DOCUMENTATION. G.G. WILL PURGE EACH DIESEL NOZZLE WITH 50 GAL. OF DIESEL AT TIME OF STARTUP AND DISPOSE OF LIQUIDS; PHILLIPS WILL COORDINATE DIESEL FLASH TEST AT COMPLETION OF NOZZLE PURGE. IS. ARRANGE FOR ALL DURING CONSTRUCTION AND FINAL INSPECTIONS, BE ON SITE TO CONDUIT ALL INSPECTIONS AND COMPLETE AND SUBMIT ALL NECESSARY DOCUMENTATION. NOTE EXISTING EQUIPMENT: (3) 11,621 GALLON DOUBLE-WALL, FIBERGLASS OWENS CORNING TANKS WITH SINGLE-WALL FIBERGLASS PIPING. 7 "✓RfL' f.CS:ha/:.': r ff GENERAL NOTES 1. CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO PERFORM WORK AS INDICATED IN THE DRAWINGS. 2. CONTRACTOR IS TO VISIT SITE PRIOR TO STARTING WORK AND VERIFY ALL CONDITIONS THAT MAY AFFECT THE PROJECT 3.. CONTRACTOR SHALL CLEAN-UP AND HAUL AWAY DEBRIS ON A CONTINUOUS BASIS, INCLUDING BUT NOT LIMITED TO ALL PAVING AND EXCAVATED SOILS. 4. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY EXISTING CONDITIONS NOT NOTED ON PLANS WHICH WOULD ADVERSELY AFFECT THE PROJECT PRIOR TO PROCEEDING WITH THE WORK. )11 Co PROJECT INFORMATION SITE ADDRESS: PROJECT: ASSESSORS PARCEL NUMBER: ZONING: OCCUPANCY GROUP: 5. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE (ABOVE OR BELOW GRADE) TO THIS FACILITY DURING CONSTRUCTION WHICH IS A RESULT OF THE CONTRACTOR'S ACTIVITY. 6. PLANS ARE NOT TO BE SCALED. IF A DIMENSIONAL DISCREPANCY EXISTS, CONTRACTOR IS TO NOTIFY THE OWNER PRIOR TO PROCEEDING WITH THE WORK AFFECTED. 1. CONTRACTOR TO PROVIDE ALL TEMPORARY SHORES AND BRACING NECESSARY TO MAINTAIN TI -IE STRUCTURAL INTEGRITY OF THE FACILITY DURING CONSTRUCTION. SUCH TEMPORARY SHORING AND BRACING SHALL MEET ALL APPLICABLE CODES AND ORDINANCES. s. CONTRACTOR SHALL BARRICADE AREAS FROM PUBLIC ACCESS WHERE WORK IS BEING COMPLETED IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 9. ALL CONOCOPHILLIPS SUPPLIED EQUIPMENT SHALL BE DELIVERED TO THE CONTRACTOR'S WAREHOUSE. CONTRACTOR SHALL DELIVER SUCH EQUIPMENT DAMAGE -FREE TO THE JOB SITE. 10. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIA"'.'D WITH THE WORK. CONTRACTOR SHALL BE REIMBURSED FOR SAID FEE.°. . A PHILLIPS DIESEL CONVERSION PROJECT 000300-0113-01 C -LI BUILDING: M FUELING CANOPY: 63 SEPARATION REQUIREMENTS: BUILDING TO FUEL DISPENSING CANOPY FIRE SEPARATION NOT REQUIRED PER. U.B.G. SECTION 311.2.3,2 3 TABLE 5A. 1.551 LOT AREA: PERMIT JURISDICTION: APPLICABLE CODES: 25384 S.F. CITY OF TUKWILA 1991 UNIFORM BUILDING CODE 1991 UMC 1991 UPC 1995 WA. STATE ENERGY CODE 1996 NEC 1995 WA . STATE ACCESSIBILITY CODE PROJECT CONTACTS 12. THE GENERAL CONTRACTOR SHALL APPLY FOR, PAY FOR, AND PICK. UP ELECTRICAL, AND PLUMBING PERMITS. THE GENERAL CONTRACTOR SHALL BE REIMBURSED FOR SAID FEES. 13. IN FORM INC. SHALL APPLY 1=OR ALL THE BUILDING, FIRE, AND ENVIRONMENTAL PERMITS /REVIEWS REQUIRED. THE GENERAL CONTRACTOR SHALL PICK ,.rP SAID PERMITS, AND PAY FEES FOR SAME. THE GENERAL CONTRACTOF- WILL BE REIMBURSED FOR SAID FEES. 14. THE GENERAL CONTRACTOR SHALL PROVIDE THE PHILLIPS PETROLEUM WITH A CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH WORK, PROVIDE A QUALIFIED JOB SUPERINTENDENT THROUGHOUT THE WORK AND PROVIDE PHILLPS PETROLEUM WITH WORK -IN -PROGRESS AND AS -BUILT PHOTOS. 15. UNLESS STATED OTHERWISE. ALL PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE FLANS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 16. UPON COMPLETION OF THIS PROJECT CONTRACTOR SHALL PROVIDE OWNER WITH A SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS. ALL "AS- BUILT" MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PRINTS. 11. GC TO WARRANTY ALL WORK AND MATERIAL FOR I YEAR. THESE PLANS ARE SCHEMATIC ONLY. GENERAL SCOPE IS DEFINED, HOWEVER, THE PHILLIPS PETROLEUM RESERVES THE RIGHT TO ALTER OR EXPAND THE SCOPE OF WORK. THE TOSCO MARKETING COMPANY WILL DIRECT ANY ADDITIONAL WORK THAT MAY BE REQUIRED. 18. GC IS RESPONSIBLE FOR B'..UE STAKING THE EXCAVATION AREAS, LOCATING ANY UNDERGROUND UTILITIES AND IF CONFLICT EXISTS RE-ROUTING ANY EXISTING UNDERGROUND UTILITY LINES AS/IF NECESSARY FOR WORK PERFORMED. •i" w`ffid' ARCHITECT: PHILLIPS PROJECT MANAGER: PHILLIPS CONSTRUCTION MANAGER: PHILLIPS PETROLEUM INC. 3911 LEARY WAY N.W. SEAT'I LE, WASHING I %' ! �t:i : l ._ CONTACT: SANDRA MAI -THEWS TEL: (205) 105-2203 FAX: (205) 105-2339 INFORM, INC. 12330 - 120TH AVENUE NORTHEAST KIRKLAND, WASHINGTON 90034 CONTACT: TIM HALL TEL: (425) 821-1150 FAX: (425) 821-8850 ZANE ROBBINS 3911 LEARY WAY N.W. SEATTLE, WASHINGTON 98101 TEL: (205) 105-2211 FAX: (206) 105-2339 CELL: (405) 621-6440 5555 SANDRA MATTHEWS 3911 LEARY WAY N.W. , SEATTLE, WASHINGTON 98i01 TEL: (205) 105-2203 FAX: (206) 106-2339 CELL: (205) 405-5812 �'gi1G 5� ii PHILLIPS PETROLEUM COMPANY SCOPE OF WORK SEE KEY NOTES I. PROVIDE ALL ITEMS INDICATED AS "PROV. BY: pp." 4.4 rya locOPhill . ps //p,, �,,,,,,,,, SITES ,,, ,, t,,, „. 1. ,, Kt. <o co111. 0 '0 VICINITY MAP N.T.S. SHEET INDEX SHEET NO. SHEET TI1LE r15 CS1.I COVER Si -BEET, SDAI.I SITE PLAN/KE} NOTES E1.1 ELECTRICAL SITE PLAN/� ELECTRICAL PANEL SCHEDULE . °' a' : ; .. `".: "; .g' s r✓k k'/ 1 +'2 1 f y %r �a cit FY ., ;.':. „'e I :� '4 ' 3 ° d.i Q f _. z ,. i"' 33 :�i f. ...,f� ooi �? ;�' fin v� 1 Y�b S. }o '{'. f ,SE 'P }( � n .. :, . <.,. :....>:. .a, ,..:. ... <: w... ,�. g."-. .,.>.. <, .�„ >r.., :.:.: la,. t'>::� .... a .: .. . ... o: ,.. .,,... . .... .?. . . . ... ALL FIXTURES AND EQUIPMENT SUPPLIED AND INSTALLED AS PART OF THIS PROJECT MUST COMPLY" WITH ALL APPI._ICASLE' REQUIREMENTS OF THE UNITED STATES CP AMERICA "AMERICANS WITH DISABILITIES ACT OF 1990" AND THE STATE OF WASHINGTON "STATE BUILDING CODE/CHAPTER 31 ACCESIE3II. ITY" IT IS THE h Y: EQUIPMENT MANUFACTURER'S, SUPPLIER'S AND INSTALLER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH SAID STATUTES k f BOTH AS SUPPLIED TO AND AS INSTALLED ON THE PROJECT SITE/IN THE PROJECT BUILDINGS. GENERAL CONTRACTOR IS TO DETERMINE ALL LOCATIONS OF AND :. EXTENT OF EXISTING PLUMBING AND ELECTRICAL SYSTEMS '< INVOLVED IN THIS PROJECT AND VERIFY WI -IA -I -/TI -IAT PORTIONS OF ry OR ALL OF SAID SYSTEMS CAN BE RE -USED AS PART OF THE ffi PROJECT REQUIRED PLUMBING OR ELECTRICAL SYSTEMS. GENERAL f' CONTRACTOR WILL BE RESPONSIBLE FOR ALL ADDITIONAL PLUMBING AND ELECTRICAL WORK FOR PROJECT. 'r�r3 vel p ' , : . 1+#,ri> fi%. *r£7 {„ ., 1. .a r3".r ,FYX p 1 1 . , , '�'{. H%,X .< fi {5. ..r�ei..'S,vF:,v:{jkcw,''iv:r :w S>. e�s'.3., ,.rCF<, • .... �.: Yn 1..,.>.rm� ,x .� : . .. ...... .,i h ,.. .. „� Ate.... .x-.�. I :I NO.! DA I I- j IV VI l I) RI V. BY APP. 1 1 1 i :12330 -120th Avenue�N rthe C 522 REGISTERED _ k 1 K1rWnd,Washrrt�ti5n9tiQ3dj ARHITECT I • d425.82i 7I., ax hX; I ARNP D EY >n ' www.intartt�arch Cai >z STATEF WASHINGTO archit i e Ia nin media deli n ��, ConocoPhilhps 10215? Conoco Inc. & Phillips Petroleum Company ?611064 DIESEL CONVERSION PROJECT li. IIS I ON 11/8/02 13301 Interurban Ave. Tukwila, WA T. IIAII.--/-/-- 13310 INTERURBAN AVE S CS1s E 1„ . CT CAN MAIN SERVICE CABINET EXISTING LOCATION: PANELBOARD PANEL A MP FEEDER: 200 MP 1 P 3W + GND LOAD *,. i t 1844 114TH AVE. NE. PHI REC I LTC _, EQP HTO KiT CKT PiJ0N I PH AMP PO E U4AD kVA A A 1 _ 1 EXtSi1N0 LOADS — NO CHANCE A 30 2 A 8 8 3 « • e — — AMP: 225 A A 5 " • A 30 2 VOLTS: 240/120 O B 7 — 8 — — , PHASE: 1 A A 9 • A 20 1 WIRE: 3 8 B 11 • • 8 20 1 BUS TYPE: cu A A 13•• CANOPY SOFFIT UGHTiNG A 20 1 &LCA 8 8 t5 • 9 20 1 A A 17 ,SPACE A — — M.LO.: X 8 B t9•• SPACE B 20 1 MAIN CB: A A 21 • •A A 20 1 8 8 23 • • B. 100 2 FIUSI# A A 25 • - A — — SURFACE: 8 e 27 " • 8 e A A 29 •• A A 0130. BAR 8 8 S1 • 8 9 iSO CND: A A 33 « A A 200X AEU: 8 B 35 • • B 8 FEED THRU: A 37 • • A DBL WO: B39 39 • - B TOP FEED: A • 41 • • A 15 1 BTM FEED: A 0.90 2 EXISTING LOADS — NO CHANGE A 20 2 0.90 PANS. T.C.L. 8 4 • • 0 — — LOAD (iNA) A 0.90 6 " • A 20 1 0.90 ITEC B 8 • • B 20 1 LTG A 0.90 10 • • A 20 1 0.90 EQP 8 12 " " 8 20 1 HTB A 0.90 14 • • A 20 1 0.90 KIT B 16 SPADE B — — TOTAL A 18 " A 20 1 B 20 • • 8TENDER T.C.L. A 22 • - A 80 2 LOAD (WA) 8 24 •• 8 — — REC A 26 •A A LTG B 28 • • 8 30 1 EQP A L 30 SPACE A IfTO 8 32 " " B KIT A 34•• SITE CONTROLLER A 20 1 TOTAL B 36 •8 B A 38 • • A MOIR DEMAND 8 40 • • B kVA A 42 • • A AMPERES Manufcctursr/ryp.: Circuit Breaker Type: RECEPTACLES (1ST 10101A): Remarks: RECEPTACLES OVER 10KVA: MONO: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: Manufacturer/Type: Circuit Bremer Type: RECEPTACLES (1ST IOKVA): Rema: RECEPTACLES OVER 10KVA: UGHTNO: EQUIPMENT: HEATTNO KITCHEN: 25X OF LARGEST MOTOR: CONNECTED: CONNECTED: Manufactrrsr/Typs: Circuit Breaker Type: RECEPTACLES (1ST IOWA): Remarks: RECEPTACLES OVER 10KVA: LLOHTiNO EQLNT: HEATING: KITCHEN: 25X OF LARGEST MOTOR: CONNECTED: CONNECTED: INA WA kVA WA WA INA WA WA Amps iNA INA WA WA WA WA kVA kVA Amps 100% WA 50X kVA 125X WA 100% WA 1007E WA 65X WA 25% WA A 3.6 a B 8 T] I 1 1 I 7 1 1 1 1 1 1 1 1 1 TOTAL CONNECTED LOAD PFR PHASE TOTAL CONNECTED LOAD PER MOE: DEMAND: WA DEMAND: Amperes PHASE A : WA PHASE B: WA CT CAN MAIN SERVICE CABINET EXISTING LOCdTION: JIDID MOH; EXISTING WCAT ON: PANELEOARD PANEL C rODEPMIG FEWER: 115 MiW 1 P 31 + GND LOAD + . ITmat 1844 114TH AVE. NE. PH REO RAC LTG LOP HCG KIT CKT OESCRIPTK?N ,PAI .AMP POLE] L0*D kVA A A 1 _ 1 CANOPY LK,WfTS A 30 2 8 8 3 — 8 — — AMP: 125 A A 5 CANIOP7 uGHTS A 30 2 VOLTS: 240/120 8 B 7 — 8 — — , PHASE: 1 A A 9 CN4OPY SIGN A 20 1 W• 3 8 B 11 CANOPY SOFFIT UGHTIN0 B 20 1 BUS TYPE: CU A A 13 CANOPY SOFFIT UGHTiNG A 20 1 A.i.C.: 8 8 15 EXTERIOR LIGHTS 8 ` 20 1 A A , 17 ,SPACE A — — 1A.LOa X 8 B 19 SPACE 8 20 1 MAIN CBs A A 21 SPADE A 20 1 8 8 23 SPACE 0 100 2 FIUSI# A A 25 — A — — SURFACE: e e 27 unknown ked 8 e A A 29 SPACE A A GND. BAR: 8 8 31 SPACE 8 9 ISO 0N0 A A 33 SPACE A A 200X AEU: 0 B 35 SPACE 8 8 FEED TiM: A 37 SPACE A DBL WO: 8 39 SPACE B TOP FEED: A 41 10 RECEPTACLE A , 15 1 8TH FEED: A 0.90 2 SPMA E A 20 2 0.90 PA1NCT. T.C.L. 0 4 $PAGE 8 — — LOAD (LAA) A 0.90 6 EXTERNDR STORE EYE LIGKflNG A 20 1 0.90 REC 8 8 EXTERIOR AREA UGFRINLG 8 20 1 LTG A 0.90 10 EXTERIOR AREA UGHT1N41 A 20 1 0.90 EGP 8 12 EXTERIOR AREA LIBHTMIO B 20 1 KM A 0.90 14 EXIERiOR AREA UOKIINJG A 20 1 0.90 KiT 8 16 SPADE B — — TOTAL A 18 EXTERIOR AREA UGHTIiG A 20 1 8 20 SPACE B FEEDER T.C.L A 22 SPACE A 80 2 LOAD (kVA) 8 24 SPACE 8 — — REC A 26 SPICE A LTG 8 28 78 PRICE SIGN B 30 1 EQP A L 30 SPACE A 1410 8 32 SPACE 8 , KR A 34 SITE CONTROLLER A 20 1 TOTAL 8 , 36 SPACE B A 38 SPACE A MOIR DEMAND 8 40 SPACE B WA A 42 SPACE A AMPERES Manufcctursr/ryp.: Circuit Breaker Type: RECEPTACLES (1ST 10101A): Remarks: RECEPTACLES OVER 10KVA: MONO: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: Manufacturer/Type: Circuit Bremer Type: RECEPTACLES (1ST IOKVA): Rema: RECEPTACLES OVER 10KVA: UGHTNO: EQUIPMENT: HEATTNO KITCHEN: 25X OF LARGEST MOTOR: CONNECTED: CONNECTED: WA WA WA WA WA WA WA INA Amps INA WA kVA WA WA INA WA WA Amps 100% WA 50% kVA 125% WA 100X WA 100X kVA 65X WA 25% WA A 3.6 a B T] I 1 1 I T 1 1 1 1 DEMAND: kVA DEMAND: Ampere TOTAL CONNECTED LOAD PER MOE: DDAANO: kVA DEMAND: Amperes PHASE A : WA PHASE B: kVA CT CAN MAIN SERVICE CABINET LTG CTR PROVIDE NEW 125A 120/208V, 1 P/3W M.L.O. PANELBOARD > NEW FEEDER/CONDUIT. 1" CONDUIT W/(3) #4 AWG THHN, (1) #8 GND. © NEW PANELBOARD 'D' TO BE FED FROM EXISTING PANEL '0'. PANEL 'B' CURRENTLY FEEDS THE TURBINES/DISPENSERS. PANEL 'D' TO ADDED TO ALLOW FOR THE USE OF SWITCHED NEUTRAL BREAKERS FOR THE DISPENSERS. FIELD COORDINATE LOCATION OF NEW PANEL. PROVIDE NEW 80A 2 POLE BREAKER TO FEED NEW PANEL 'D'. DISCONNECT EXISTING DISPENSER FEED(S) TO CIRCUIT(S) 14/16 18/20, 22/24, 26/28. ALL DISPENSER LOADS TO BE TRANSFERRED TO NEW PANEL 'D'. SEE PANEL SCHEDULES 'B' & 'D'. MP 0 1' \ / \ .' \ p Ii ❑ 1( D 1(u114- o \L 0 -Inc) ) O _ I 0 0 92 1 r� 0 89 0 0 87 i 48TH AVENUE SOUTH 0 PARTIAL ELECTRICAL FUELING SITE PLAN SCALE: 1" ". 20'— 0" EXISTING 400A MAIN SERVICE AND PANELBOARDS. RECONFIGURE PANELBOARD(S) PER RISER DIAGRAM AND PANEL SCHEDULES. EXISTING SUMPS/DISPENSERS TO BE REPLACED. EXTEND EXISTING CONDUITS/CONDUCTORS TO NEW SUMPS/DISPENSERS AS/IF NEEDED. DISPENSERS TO BE CONTROLLED BY NEW POWER SOLUTIONS CONTROLLER, AS PROVIDED BY OWNER. SEE MANUFACTURER SUPPLIED WIRING DIAGRAM. REMOVE EXISITING CONTROLLER/WIRING AS/IF NECESSARY. EXISTING TURBINE TO REMOVED FOR CLEANING AND REINSTALLED. CONNECT TO EXISTING CONDUCTORS/BREAKER/CONTROL RELAY. 0 INSTALL NEW DISPENSER SUMP LEAK DETECTORS. CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. I INSTALL NEW TANK LEAK DETECTOR CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 06 INTEGRATE NEW DISPENSERS INTO EXISTING INTERCOM SYSTEM. iF NO INTERCOM SYSTEM EXISTS, OWNER WILL PROVIDE NEW SYSTEM. INSTALL PER MANUFACTURER'S DRAWINGS AND DIRECTIONS. EXISTING 200A FEEDERS. EXISTING 115A FEEDER. EXISTING 100A 1P3W LIGHTING CONTACTOR. (OVERLOADED — SEE NOTE 9) EXISTING 1 P3W 225A PANEL. EXISTING 1P3W 125A PANEL. PANEL IS OVERLOADED. TRANSFER SIGNAGE LOAD TO PANEL 'B', PER REVISED SCHEDULE. EXISTING 1 P3W 400A MAiN SERVICE PANEL WITH (2) 200A, 2 POLE BREAKERS AND (1) 125A, 2 POLE BREAKER. ADD NEW 60A, 4 POLE CONTACTOR TO CONTROL CIRCUITS B-22,24,28 (SIGNAGE LOAD MOVED FROM PANEL 'C') USE SAME CONTROL CIRCUIT AS EXISTING 100A CONTACTOR. LOAD REVISION: (4) EXISTING GILBARCO DISPENSERS © 1100W EA = 4400W (4) NEW GILBARCO DISPENSERS c} 900W EA = 3600W DISPENSER LOAD REVISED FROM 37 AMPS 120V TO 30 AMPS © 120V. NOTES: • CONTRACTOR IS TO BRING UP ANY DISCREPANCIES AND ITEMS WHiCH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM, AND WHICH AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT. AFTER AWARDING THE CONTRACT, ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH AFOREMENTIONED DISCREPANCY ITEMS AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE RETROFIT TO THE ELECTRICAL SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT IS REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM READY FOR OWNER'S BENEFICIAL USE. ALL WORK SHALL CONFORM TO U.L., N.E.C., N.F.P.A., AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECTRICAL INSTALLATION. I EXISTING LOCdTION: JIDID MOH; PANELBOARD PANEL B MEMO IADP FEEDER: 200 AMP 1 P 31! + GND LOAD DISTT ;J0ON TION 1844 114TH AVE. NE. PH REO LTO EQP WO KIT CKT DESCRPIION ,PH Al4 POLE, LOAD WA A A 1 1 TELEPHONE BOOTH A 20 1 8 8 3 SPARE 8 20 1 AMP: 225 A A 5 SPARE A 20 1 VOLTS: 240/120 8 B 7 SPARE 8 20 1 , PHASE: 1 A A 9 CONSOLE REafEPTACIES A 20 1 WI E 3 8 B 11 P.O.S. RECEPTACLES 8 , 20 1 BUS TYPE: CU A A 13 COUNTER RECEPTACLES A 20 1 A.LC.: 8 8 15 FUME BURNER 8 60 2 A A 17 — A — — M.L.O.: X B B 19 E—STOP POWER 8 20 1 MAIN 03: A A 21 CONTACTOR CONTROL A 20 1 8 8 23 ESPRESSO 8 100 2 FLUSH: A A 25 — A — — SURFACE: e e 27 unknown ked 8 e A A 29 SPACE A A GND. BAR: 8 8 31 SPACE 8 9 150 CND: A A 33 SPACE A A 200% NEU: 0 B 35 SPACE 8 8 FEED THRU: A 37 SPACE A DBL LUG: 8 39 SPACE B TOP FEED: A 41 10 RECEPTACLE A , 15 1 8TH FEED: A 0.90 2 UNLEADED TUBE A 20 2 0.90 PANEL T.C.L. 8 4 — 8 — — LAAO (IM) A 0.90 6 SUPER TURBINE A 20 2 0.90 REC B 8 — 8 — — LTO A 0.90 10 DIESEL TURBINE A 20 2 0.90 EQP 8 12 — 8 — — HTB A 0.90 14 NEW DISPENSER SUB—PANEL '0' A 80 2 0.90 KIT B i6 — 8 — — TOTAL A 18 SPACE A 20 1 8 20 SPACE B MEM T.C.L A 22 78 PYLON SIGN A 80 2 LOAD (WA) B 24 — B — — REC A 26 SPICE A LTG 8 28 78 PRICE SIGN B 30 1 EQP A L 30 SPACE A HTO 8 32 SPACE 8 , KR A 34 SITE CONTROLLER A 20 1 TOTAL 8 , 36 SPACE B A 38 SPACE A PM= DEMO 8 40 SPACE B WA A 42 SPACE A AMPERES Manufcctursr/ryp.: Circuit Breaker Type: RECEPTACLES (1ST 10101A): Remarks: RECEPTACLES OVER 10KVA: MONO: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 3.8 WA WA WA WA WA WA WA INA Amps 100X kVA 50% kVA 126% kVA 100X kVA 100% kVA 85R kVA 25% kVA A 3.6 a T] I 1 1 I TOTAL CONNECTED LOAD PER PHASE; 3.6 15.0 DEMAND: kVA DEMAND: Ampere PHASE A : WA PHASE B: WA LTG CTR PROVIDE NEW 125A 120/208V, 1 P/3W M.L.O. PANELBOARD > NEW FEEDER/CONDUIT. 1" CONDUIT W/(3) #4 AWG THHN, (1) #8 GND. © NEW PANELBOARD 'D' TO BE FED FROM EXISTING PANEL '0'. PANEL 'B' CURRENTLY FEEDS THE TURBINES/DISPENSERS. PANEL 'D' TO ADDED TO ALLOW FOR THE USE OF SWITCHED NEUTRAL BREAKERS FOR THE DISPENSERS. FIELD COORDINATE LOCATION OF NEW PANEL. PROVIDE NEW 80A 2 POLE BREAKER TO FEED NEW PANEL 'D'. DISCONNECT EXISTING DISPENSER FEED(S) TO CIRCUIT(S) 14/16 18/20, 22/24, 26/28. ALL DISPENSER LOADS TO BE TRANSFERRED TO NEW PANEL 'D'. SEE PANEL SCHEDULES 'B' & 'D'. MP 0 1' \ / \ .' \ p Ii ❑ 1( D 1(u114- o \L 0 -Inc) ) O _ I 0 0 92 1 r� 0 89 0 0 87 i 48TH AVENUE SOUTH 0 PARTIAL ELECTRICAL FUELING SITE PLAN SCALE: 1" ". 20'— 0" EXISTING 400A MAIN SERVICE AND PANELBOARDS. RECONFIGURE PANELBOARD(S) PER RISER DIAGRAM AND PANEL SCHEDULES. EXISTING SUMPS/DISPENSERS TO BE REPLACED. EXTEND EXISTING CONDUITS/CONDUCTORS TO NEW SUMPS/DISPENSERS AS/IF NEEDED. DISPENSERS TO BE CONTROLLED BY NEW POWER SOLUTIONS CONTROLLER, AS PROVIDED BY OWNER. SEE MANUFACTURER SUPPLIED WIRING DIAGRAM. REMOVE EXISITING CONTROLLER/WIRING AS/IF NECESSARY. EXISTING TURBINE TO REMOVED FOR CLEANING AND REINSTALLED. CONNECT TO EXISTING CONDUCTORS/BREAKER/CONTROL RELAY. 0 INSTALL NEW DISPENSER SUMP LEAK DETECTORS. CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. I INSTALL NEW TANK LEAK DETECTOR CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 06 INTEGRATE NEW DISPENSERS INTO EXISTING INTERCOM SYSTEM. iF NO INTERCOM SYSTEM EXISTS, OWNER WILL PROVIDE NEW SYSTEM. INSTALL PER MANUFACTURER'S DRAWINGS AND DIRECTIONS. EXISTING 200A FEEDERS. EXISTING 115A FEEDER. EXISTING 100A 1P3W LIGHTING CONTACTOR. (OVERLOADED — SEE NOTE 9) EXISTING 1 P3W 225A PANEL. EXISTING 1P3W 125A PANEL. PANEL IS OVERLOADED. TRANSFER SIGNAGE LOAD TO PANEL 'B', PER REVISED SCHEDULE. EXISTING 1 P3W 400A MAiN SERVICE PANEL WITH (2) 200A, 2 POLE BREAKERS AND (1) 125A, 2 POLE BREAKER. ADD NEW 60A, 4 POLE CONTACTOR TO CONTROL CIRCUITS B-22,24,28 (SIGNAGE LOAD MOVED FROM PANEL 'C') USE SAME CONTROL CIRCUIT AS EXISTING 100A CONTACTOR. LOAD REVISION: (4) EXISTING GILBARCO DISPENSERS © 1100W EA = 4400W (4) NEW GILBARCO DISPENSERS c} 900W EA = 3600W DISPENSER LOAD REVISED FROM 37 AMPS 120V TO 30 AMPS © 120V. NOTES: • CONTRACTOR IS TO BRING UP ANY DISCREPANCIES AND ITEMS WHiCH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM, AND WHICH AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT. AFTER AWARDING THE CONTRACT, ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH AFOREMENTIONED DISCREPANCY ITEMS AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE RETROFIT TO THE ELECTRICAL SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT IS REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM READY FOR OWNER'S BENEFICIAL USE. ALL WORK SHALL CONFORM TO U.L., N.E.C., N.F.P.A., AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECTRICAL INSTALLATION. I NEW PANELBOARD LOCATION: TOD FROM PANEL D =SENO PANEL 8 FEEDER: 80 AIBP 1P3W 1 D15TRI TION 1844 114TH AVE. NE. PH REC L10 EQP F1T0 KIT CKT , AMPmg., Lem WA CN A 1 E—Mail: general- L bossein.com 1 SPACE A 8 3 SPACE 8 AMP: 15 A 5 SPACE A VOLTS: 240/120 B 7 SPACE 8 PHASE: 1 A 9 SPACE A WIRE: 3 B 11 SPACE 8 BUS TYPE: CV A 13 SPACE A A.LC.: 8 15 SPACE 8 A 17 SPACE A MLO.: X B 19 SPACE 8 MAIN CB•. A 21 SPACE A 8 23 SPACE 8 FUJSH: A A SURFACE: X e e A A GND. BAR: ' 8 9 ISG OND: A A 200% NEU: FEED THLU: B 8 A A DBL LUG: 8 B TOP FEED: A A BTM FEED: A 0.90 2 DIV #1 A 20SWN 2 0.90 PANEL T.C.L. B 4 — B — — LOAD OM) A 0.90 6 DISP (2 A 2OSWN 2 0.90 REC B 8 — 8 — — LTG A 0.90 10 DIV i3 A 206WN 2 0.90 EOP 36 8 12 — 8 — — ISO A 0.90 14 IMP #4 A 2OSWN 2 0.90 KR B 18 — B — — TOTAL 31 A 18 SPARE A 20 1 8 20 SPACE B MOE'N T.C.L. A 22 SPACE A LARD QM) 8 24 SPACE 8 REC A A LTO B B EAP 38 A L •»e SWN - SWITCHED NEUTRAL BREAKER*** A HTO 8 8 iR A A TOTAL 31 B 8, A A FEEDER DIDUS) 8 8 WA 38 A A AMPERES 11:0 Manufacturer/Type: Circuit Breaker Type RECEPTACLES (1ST l0K9): Remarks: RECEPTACLES OVER 10KVA: UOFTTINi: EQUIPMENT: HEATING: KITCHEN: 25X OF LARGEST MOTOR: CONNECTED: CONNECTED: 3.8 WA WA WA WA kVA WA WA WA Maps 100% kVA 50X kVA 125% kVA 100% 3.8 kVA 100% WA 85% kVA 25X kVA A 3.6 8 T I I I 3.s1 I TOTAL CONNIECTED LOAD PER PHASE: 3.6 15.0 DEMAND: 3.8 kVA DEMAND: 15.0 Amperes PHASE A : 3.6 kVA PHASE B: kVA LTG CTR PROVIDE NEW 125A 120/208V, 1 P/3W M.L.O. PANELBOARD > NEW FEEDER/CONDUIT. 1" CONDUIT W/(3) #4 AWG THHN, (1) #8 GND. © NEW PANELBOARD 'D' TO BE FED FROM EXISTING PANEL '0'. PANEL 'B' CURRENTLY FEEDS THE TURBINES/DISPENSERS. PANEL 'D' TO ADDED TO ALLOW FOR THE USE OF SWITCHED NEUTRAL BREAKERS FOR THE DISPENSERS. FIELD COORDINATE LOCATION OF NEW PANEL. PROVIDE NEW 80A 2 POLE BREAKER TO FEED NEW PANEL 'D'. DISCONNECT EXISTING DISPENSER FEED(S) TO CIRCUIT(S) 14/16 18/20, 22/24, 26/28. ALL DISPENSER LOADS TO BE TRANSFERRED TO NEW PANEL 'D'. SEE PANEL SCHEDULES 'B' & 'D'. MP 0 1' \ / \ .' \ p Ii ❑ 1( D 1(u114- o \L 0 -Inc) ) O _ I 0 0 92 1 r� 0 89 0 0 87 i 48TH AVENUE SOUTH 0 PARTIAL ELECTRICAL FUELING SITE PLAN SCALE: 1" ". 20'— 0" EXISTING 400A MAIN SERVICE AND PANELBOARDS. RECONFIGURE PANELBOARD(S) PER RISER DIAGRAM AND PANEL SCHEDULES. EXISTING SUMPS/DISPENSERS TO BE REPLACED. EXTEND EXISTING CONDUITS/CONDUCTORS TO NEW SUMPS/DISPENSERS AS/IF NEEDED. DISPENSERS TO BE CONTROLLED BY NEW POWER SOLUTIONS CONTROLLER, AS PROVIDED BY OWNER. SEE MANUFACTURER SUPPLIED WIRING DIAGRAM. REMOVE EXISITING CONTROLLER/WIRING AS/IF NECESSARY. EXISTING TURBINE TO REMOVED FOR CLEANING AND REINSTALLED. CONNECT TO EXISTING CONDUCTORS/BREAKER/CONTROL RELAY. 0 INSTALL NEW DISPENSER SUMP LEAK DETECTORS. CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. I INSTALL NEW TANK LEAK DETECTOR CONNECT TO EXISTING V—R LEAK DETECTION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 06 INTEGRATE NEW DISPENSERS INTO EXISTING INTERCOM SYSTEM. iF NO INTERCOM SYSTEM EXISTS, OWNER WILL PROVIDE NEW SYSTEM. INSTALL PER MANUFACTURER'S DRAWINGS AND DIRECTIONS. EXISTING 200A FEEDERS. EXISTING 115A FEEDER. EXISTING 100A 1P3W LIGHTING CONTACTOR. (OVERLOADED — SEE NOTE 9) EXISTING 1 P3W 225A PANEL. EXISTING 1P3W 125A PANEL. PANEL IS OVERLOADED. TRANSFER SIGNAGE LOAD TO PANEL 'B', PER REVISED SCHEDULE. EXISTING 1 P3W 400A MAiN SERVICE PANEL WITH (2) 200A, 2 POLE BREAKERS AND (1) 125A, 2 POLE BREAKER. ADD NEW 60A, 4 POLE CONTACTOR TO CONTROL CIRCUITS B-22,24,28 (SIGNAGE LOAD MOVED FROM PANEL 'C') USE SAME CONTROL CIRCUIT AS EXISTING 100A CONTACTOR. LOAD REVISION: (4) EXISTING GILBARCO DISPENSERS © 1100W EA = 4400W (4) NEW GILBARCO DISPENSERS c} 900W EA = 3600W DISPENSER LOAD REVISED FROM 37 AMPS 120V TO 30 AMPS © 120V. NOTES: • CONTRACTOR IS TO BRING UP ANY DISCREPANCIES AND ITEMS WHiCH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM, AND WHICH AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT. AFTER AWARDING THE CONTRACT, ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH AFOREMENTIONED DISCREPANCY ITEMS AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE RETROFIT TO THE ELECTRICAL SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT IS REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM READY FOR OWNER'S BENEFICIAL USE. ALL WORK SHALL CONFORM TO U.L., N.E.C., N.F.P.A., AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECTRICAL INSTALLATION. I MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY Ab o s s e in 1844 114TH AVE. NE. Engineering Bellevue, Wa. 98004 (425) 462-9441 FAX: 462-9451 1 E—Mail: general- L bossein.com ConocoPhillips Conoco Inc. & Phillips Petroleum Company DIESEL CONVERSION PROJECT �3g ,43301 Interurban Ave. Tukwila, WA JOB NW 22117 are ea, 099 DAMN BYc DATE: GLN 12/8/02 CHECKED BY: DATE: JW /--/-- E-1.1 .Js L LEGAL DESCRIPTION THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS N 40°01'15" W 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH-RENTON JUNCTION ROAD, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP 23; THENCE N:49°24'00" W 835.00 FEET ON A LINE PARALLEL TO AND 150 FEET NORTHEASTERLY- OF THE CENTERLINE OF SAID DUWAMISH-RENTON JUNCTION ROAD, TO A POINT WHICH BEARS N 81°44'15" E 199.17 FEET FROM THE POINT OF CURVE ON THE CENTERLINE OF SAID DUWAMISH-RENTON JUNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE S 40°36'00" W 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT-OF-WAY OF THE PUGET SOUND ELECTRIC RAIL- WAY; THENCE N 49°24'00" W ALONG SAID RIGHT-OF-WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 49°24'00" W 172.00 FEET; THENCE N 40°36'00" E 150.00 FEET; THENCE S 49° 24'00" E 172.00 FEET; THENCE S 40°36'00" W 150.00 FEET TO THE TRUE POINT OF BEGINNING. S I$. ST n S 6TH ST VICINITY MAP REFERENCE DRAWINGS NUMBER SHEET TITLE DATE SS -6237 GENERAL ARRANGEMENT 2-28-89 SS -6237 2 EXISTING GENERAL ARRANGEMENT 7-30-69 CJB100 3 GENERAL SPECIFICATIONS FIB490 1-0.3 EQUIPMENT SPECIFICATIONS 01-23-89 2-28-89 J-0 SINGLE WALL FIBERGLASS SPECS 02-17-89 NOTES PETROLEUM (2) SUBMERGED PUMP QTANK VENT (12) TRUCK VAPOR RETURN ANNULAR SPACE MONITORING PORT TANK FILL FUTURE GAUGE PUMP OUT PRODUCT TANKS 10 11 13 I4 I5 GAS FREE AND REMOVE THE FOLLOWING EXISTING STEEL TANKS: (Z.) 10,000 INSTALL (2) NEW 12,000 GALLON DOUBLE WALL FIBERGLASS -COATED STEEL UNDERGROUND STORAGE TANKS. INSTALL 2" DIA. FIBERGLASS PRODUCT LINES.CONNECT TO EXISTING AND SLOPE k"/FT. UP TO DISPENSERS. INSTALL NEW 2" DIA. FIBERGLASS VENT LINE FROM NEW TANK TO NEW VENT RISER. SLOPE #"/FT. DOWN TO TANK. REMOVE EXISTING VENT RISERS. INSTALL NEW 2" DIA. GALVANIZED VENT RISERS. SEE DETAIL 6 (BUILDING WALL) , SHEET J10.0. 0 WASTE OIL AND HEATING OIL TANKS (1-1) GAS FREE AND REMOVE EXISTING 280 OR 550 GALLON WASTE OIL STORAGE TANK. OI°INSTALL NEW 550 GALLON DOUBLE WALL FIBERGLASS -COATED STEEL J WASTE OIL STORAGE TANK. GAS FREE AND REMOVE EXISTING 550 GALLON HEATING OIL TANK. REPLACE EXISTING OIL FIRED FURNACE WITH NEW NATURAL GAS 21 FURNACE, INCLUDING 1" NATURAL GAS SERVICE FROM NEAREST SOURCE OF SUPPLY. NEW FURNACE TO BE "TRANE XE70" MODEL #THS120A960B, SPEED TAP: LOW. INSTALL 2" FIBERGLASS WASTE OIL LINE. CONNECT TO EXISTING GALVANIZED. AT &UILOINI& C4J ,. ELECTRICAL 24 LOOP CONDUIT AND CONDUCTOR TO SUBMERGED PUMP JUNCTION BOX., CAP • FOR FUTURE TANK GAUGE AND MONITOR. 3/4" SUBMERSIBLE PUMP CONDUIT - ONE DEDICATED CONDUIT EACH PUMP. CONNECT TO EXISTING, IF APPLICABLE. PULL NEW WIRES. RUN TANK GAUGE AND MONITOR CONDUITS TO EXTERIOR WALL OF UTILITY ROOM. STUB UP AND CAP 6" ABOVE BUILDING CURB FOR FUTURE USE. RUN (2) #" CONDUITS FROM CANOPY COLUMN AS SHOWN TO INTERIOR FACE OF LUBE AREA, STUB UP AND CAP AT INTERIOR WALL CLOSEST TO THE TRANSACTION AREA FOR FUTURE P.O.S. INSTALLATION. �- OLOOP CONDUIT AND CONDUCTOR TO WASTE OIL SUMPBOX. CAP FOR FUTURE TANK MONITOR. CONCRETE (T1) 6" REINFORCED CONCRETE SLAB. SEE DRAWING J-5.0. 6" REINFORCED CONCRETE SLAB. SEE DRAWING J-5.1. J4.0 J5.0 STEEL, DOUBLE WALL, F.G.-COATED CONCRETE TANK SLAB DETAILS 12-20-88 11-30-87 J5. 1 CONCRETE TANK SLAB DET. -W.0.- 11-30-87 J9.0 DOUBLE WALL TANK INST.w/CONT. 01-24-89 SERVICE STATION 6237 J 10.0 PETROLEUM PIPING & TANK DETAILS 12-20-88 CONTRACTOR CONTR. JOB NO. J11A PETROLEUM PIPING - WASTE OIL 01-20-89 NUMBER SH. REFERENCE DRAWINGS REV NO DATE REVISED DESTROY ALL PRINTS BEARING EARLIER DATE REV. BY CKD. BY A PPD APPROVED FOR CONSTRUCTION DRAWNBY ADP A. F. E. DATE SIGNED 1 CHECKED BY TRACED BY TRACE. CKD. APPD APPD SCALE /35/0 GENERAL ARRANGEMENT INTERURBAN AVE. NR S. 153RD STREET TUKWILA, WASHINGTON 111=101-o" DATE 2-28-89 UNOCAL76 DRAWING NO__. SS -6237- 4 SHEETS SHEET 1 13310 INTERURBAN AVE S 89 -UG -1002 i i .Mb.,.may- 22.51 )c 8z,4fl& SASE- --MENT 'TO ).o C.O. ?4"F?- 4-e" DILL M4\-. IS G )Lve- z_ r 62'-b" 25'-b" firl�t = L=- - -_ /30'-e9" - CHLU. DIMENSJDA) CONTRA DIWIE.NSIDN 1l'-" f4'-0' f 1T-0" 4'-01"I 13'- Q" t 0- 4 f3" 1-- 1 4 3/4" IIDSE BIBS W[11)1' ri, WASTE 3/4" WATEK LI L 19' x 3D' K 9" LON x QETE HOLO L/W #4 BA 'S @ 12" D.C. 11" 1`3/4" U.G. CON ►U1T 4" SEWER LIN. I/8" GAM- SIE. AL BELL PIPE. 1" U. b. LONOUI 2. 3/4" U.G. CO DUI S 3/4° _ S11oNAL LL PIPE THERMAL AIR WA E.R. IZE.e.LS 1 1/2" 51.10T- D F VLVE UNDER EA, PLN-E:IC 1/2" AIL LINE. APPYOACH LIGHT I 1/Z" WATER. EV 1 el j2 Z" FMe-PeLAS6 PRODUCT LINE.S 12" WATER MAI 115" SEWEE L11i1 M-DUT I �1 i DOWN &134 W'VS LINE. LEGEND AIR WATEE VENT 6 ASDLI Ater E LELTIZ IL 516NAL BELL PDW EE. DRAIAI SE.1NLE TLLE.PHDAIE. ROPE ETV A v 6 E. B P D T NM PM - 4- r i+ -AT E E. k't ?_ Vkt-Ve_ 4' WAT IZ f; NUT OFP W/ STOP . WASTE (2 PLACES) 1/4• HCSL QI?g Vtt/'.J P t, WASTE. t I" WATER METP.R �-�- FIRE Win enNT T---2" D. G. POWE.E SERV 1(_E LONDUIT -UTILITY Pak. i, Mt( WIEL$ 4" DRAIN LINE. 14" COKE. METAL CULVERT - 37& Siat4 oiL' tt'o'-lo" CoLUMR 314.1' Li, c co«. ID0 T Com •` 1t4a," 41j.41 Ta 1--4.4 kW. 3/4d 1J. ,. +=ca AOL) r 1 t-ka Z< 10 6 o' 10 2, v 3v 4o Cf2_API-41C: ALE k c Eh 1 a t l/Z" bASOLD1E. LINE CABP►N _ 4- . o1- 3.00- ID;N I/Z" AIR iA 3/4" V.IATEQ 3/4" U. 6. CONDUIT N r- D k N ;9(0,9 f e ti ?%ot'GZ i -r Ol.,Ut-. s -t 0b.1.7t4 0.L c v 4f.Q &) -r o (o" DRAIN LINES CLEAN - DU 3/4" U.G. CDMDUIT i a • rt VE -rift SET `ID' -0" 8V. R/ 3/4" H' SE 1316 6 JU� STOP WASTE } . !" U.6 4" VEIN PIPE - u 3j4 L. a cONIC) u► cvAlcz TE t301�FE-Izs APPI2GACH Lib1. T TILC.P1-104C D - _ r ,1 PtrviN� 7.1z‘Fai E tcao -114 Iirg.e'''Por- - er, �,. TJekt>J 4 0' -+•rte i REVISED•= DEST OY All PRINTS - <i BEAR,NG LARl1EA PATE-. _ - = DATE itEV1S1014- - - RCV. TACO, Wig. w sr' er Atilt - . �► -14-77 11.0p to- TEA -1 A T- AT -5E cOk.fiE.tk -moi' 8-3o-78 AEWNDot4EP `LANE TO sato. t5LAND 9-IZ-80 Noo D IOC . exy,c IZEV15EP_t' ?Pt�G7'11Nf:S 1t�1 F _ 11- A.0 9-i3w D-vri -t3 l'trISLAND3 - * NUMR[s , REFER N �DRAWJNG more M s171R _;. " c `_ _ .I D F 4S3 - 1-0 GENERAL SPECI F I CAT I ONS ' - ` * i =10 F 4 3 5. : 14 tt _ 1 GENERAE- SPECIE !CATIONS - F11402S1- 1.1 GENERAL ARRANGEMENT -- r F -1,7. 7 1 - MEP i. -. ` h:. it ;,r - ` - 1 .'F1=b2 7` 1_3 . GRADE SHEET - - ` :i -,b237 1 _ 4 SURVEY -- C_ - . i : 8-'2p=fv` 9-z9-4.9 3441 A J1 1 `1 DF433 ARCHITECTURAL EtEVATIflN ARCH1jECTt1RAiL FLOOR PLAN ARCH TE ORAL 41► CANQPY 1-147 1 t- ;1 �,. TJekt>J 4 0' -+•rte i REVISED•= DEST OY All PRINTS - <i BEAR,NG LARl1EA PATE-. _ - = DATE itEV1S1014- - - RCV. TACO, Wig. w sr' er Atilt - . �► -14-77 11.0p to- TEA -1 A T- AT -5E cOk.fiE.tk -moi' 8-3o-78 AEWNDot4EP `LANE TO sato. t5LAND 9-IZ-80 Noo D IOC . exy,c IZEV15EP_t' ?Pt�G7'11Nf:S 1t�1 F _ 11- A.0 9-i3w D-vri -t3 l'trISLAND3 - * NUMR[s , REFER N �DRAWJNG more M s171R _;. " c `_ _ .I D F 4S3 - 1-0 GENERAL SPECI F I CAT I ONS ' - ` * i =10 F 4 3 5. : 14 tt _ 1 GENERAE- SPECIE !CATIONS - F11402S1- 1.1 GENERAL ARRANGEMENT -- r F -1,7. 7 1 - MEP i. -. ` h:. it ;,r - ` - 1 .'F1=b2 7` 1_3 . GRADE SHEET - - ` :i -,b237 1 _ 4 SURVEY -- C_ - . i : 8-'2p=fv` 9-z9-4.9 3441 A J1 1 `1 DF433 ARCHITECTURAL EtEVATIflN ARCH1jECTt1RAiL FLOOR PLAN ARCH TE ORAL 41► CANQPY 1-147 1 t- ;1 SUM e C-0 ' - STEEL KCAL CATION; ON; r• % ` c lfl rflA►tT t11 -T i �t ,}e 1 y I S 7-30=W _nt �►► ie " r�r+«�ari E-2 ELECTR CAL Wit 1.5 1415 E-6 AREA LI GHTS F- 1 BU LD I NG EXTER OR VENEER 14EATIN6 SPECIFICATIONS HEAT/N(7 SYSTik M PLAN 7-3,044 I 6-1.231.3 H 0 EQUIPMENT SPECIFICATION H -0.I EQUIPMENT FURNISHFn AY OWNER ST ROOM ACCESSORLFS H -6.I SIGN DRAWING J-0 PETROLEUM PIPING SPEC'S,. J -4 PUMP, TANK ,t DI SPENSERS K-0 Firmwock kin ASPHALTIC sui co -E. F1C 121 1 --TRAVEL DISPOSALS 4-148 ' .c -4:7 -EXISTING GENERAL ARRANdMrK, '' - 1 SERVICE STATION 6237 /.3 °I INTERURBAN AVE. NR S.Mrd ST - • ti tA .44 • 8-0 CONCRETF SPEC IF [CAT ION ' R 7 -30 , VI. a - - - B- I CQNCRETE t~OUNDAT 1014 "' - . '- f-1- L5 -- ' - _ B-2 CONCRETE StAll PLAN "'`- l' 4 I- I-4,5 -_ ' ` p-, ► FOOTINGS- RE'FUSe 'ENCS..; - '. 7-3p- ,1 , - ..-3:1 TYPE LDl11L, .YA1CD , I TAt_.�_'_-- - " /3 ""1' 8-4 _ 1 CONCRETE` 47 ► CANOPY - , I' �= --- - , , l-1-4. - SUM e C-0 ' - STEEL KCAL CATION; ON; r• % ` c lfl rflA►tT t11 -T i �t ,}e 1 y I S 7-30=W _nt �►► ie " r�r+«�ari E-2 ELECTR CAL Wit 1.5 1415 E-6 AREA LI GHTS F- 1 BU LD I NG EXTER OR VENEER 14EATIN6 SPECIFICATIONS HEAT/N(7 SYSTik M PLAN 7-3,044 I 6-1.231.3 H 0 EQUIPMENT SPECIFICATION H -0.I EQUIPMENT FURNISHFn AY OWNER ST ROOM ACCESSORLFS H -6.I SIGN DRAWING J-0 PETROLEUM PIPING SPEC'S,. J -4 PUMP, TANK ,t DI SPENSERS K-0 Firmwock kin ASPHALTIC sui co -E. F1C 121 1 --TRAVEL DISPOSALS 4-148 ' .c -4:7 -EXISTING GENERAL ARRANdMrK, '' - 1 SERVICE STATION 6237 /.3 °I INTERURBAN AVE. NR S.Mrd ST - • ti tA .44 • !illJlll101N.Llhll4l Clk 1 Y0tft.I Ji' tl i'N4WI Nali411W W NINIIMILLINNI GENERAL SPEC! F 1 CAT I ONS DEFINITIONS AND MISCELLANEOUS REOUIREMENTS Owner or Company is the Union Oil Company of California, dba/Unocal, represented by its Construction and Maintenance Personnel, who are authorized to act for it with respect to this entire project. General Contractor is the individual or firm with whom the Owner has contracted for satisfactory completion of the entire project. The General Contractor is responsible for scheduling and coordinating all work involved in the project. He is responsible for approving or rejecting all material and workmanship furnished for all parts of this project including those which are ordered or subcontracted by him and those which may be ordered or contracted directly by the Owner. He is also responsible to insure that subcontractors are efficiently performing their work without damage to structure and are cooperatina with other contractors during the project. The General Contractor shall fulfill these responsibilities by providing competent and adequate supervision throughout the entire project. Contractor as used in specifications for work subdivisions of this project refers to the individual or firm who undertakes the performance and satisfactory completion of the work specified therein and which shall be performed and completed as scheduled and approved by the General Contractor. Work shall be completed in working days. Work Schedule When contract is awarded the work schedule agreed upon with the General Contractor shall be made part thereof. Contract Payment Progress.payments or payment of any portion of the contract price prior to completion of this contract work shall not be made to the Contractor unless an agreement to do so has been prearranged between the Contractor and the Owner. Specific conditions for such payment shall be described in the contract terms. Chances and Extras shall be prearranged and authorized in writing by the Owner's Representative. Oral agreements or subsequent claims will not be recognized by the Owner. Labor and materials not specifically described, which are incidental to installations and without which a satisfactory job cannot be completed, is a part of this contract work. Guarantee of Material and Workmanship If within one year after completion and acceptance of the project by the Owner, defects shall develop in the materials and workmanship furnished by the Contractor, the Contractor will upon receipt of Owner's written request proceed immediately to repair or replace such defects without cost to the Owner. Notification Contractor is to notify Unocal Maintenance Representative and Service Station Dealer one week in advance of the date construction is to begin. In addition, he shall give these same persons 24 hours notice before removing product from existing tanks or placing station out of operation. Use of Alcoholic Beveraaes and Drugs It shall be the responsibility of the Contractor to make certain none of his employees or those of his subcontractors possess, sell, or receive any alcoholic beverages or illegal druas while working on Unocal Premises. In addition, it shall be the duty of the Contractor's Superintendent to remove from the site any employee who, while under the influence of such ingredients, is performing work under this contract. INSURANCE Contractor will purchase and maintain in full force and effect the following policies of insurance, which will be primary as to any other existing valid and collectible insurance: (1) Comprehensive General Liability in the minimum amount of $1,000,000 combined single limit each occurrence with the following coverages: (a) premises - operations, (b) products/completed operations, (c) contractual liability, and (d) personal'injury. (2) Comprehensive Automobile Liability in the minimum amount of $500,000 combined single limit each occurrence for owned, hired, and non -owned vehicles. Company shall be named as an Additional insured with a Cross Liability Clause (Severability of Interest) on this policy. (3) Workmen's Compensation and Employer's Liability with a minimum $100,000 limit. Subrogation against Company shall be waived as respects this policy (including without limitation, policies of any subcontractor). EARTHWORK Tank installation and Backfill (See sheet J -4 -for Fiberglass Tank Installation) Fiberglass Pipeline Trenches Special care shall be taken to firmly support all new fiberglass pipelines, since this material will not "bridge" over areas that have not been properly compacted. Lines shall be supported on a 6" bed of compacted sand under the pipe and covered with sand to 3" below F.Y.G. Sand shall be wetted and carefully rodded until it is thoroughly compacted. Pipe shall be completely supported underneath before overburden is applied. PATCHING OLD TANK HOLE Base Construction Base shall be equal in quality to the material supplied by commercial plants, specified as "untreated rock surfacing" or "crusher run base" by the State or County during the preceeding year for highway construction and tested for that purpose. Certification from rock supplier as to the quantity and grading of material delivered shall be given to General Contractor. The base material delivered shall be not less than 55 lbs. per square foot of paved area for 5" compacted thickness. The finished base throughout the area to be paved shall be firm and unyielding and shall sustain a moving loaded truck having a compression weight of at least 700 lbs. per inch of tire width without showing appreciable wheel marks or movement of the aggregate particles. Asphalt Paving An asphalt surface shall be constructed by applying a minimum of 25 Ibg, of asphaltic concrete to each square foot of prepared base, then compacting to a minimum of 2" thickness with a tandem roller weighing not less than eight tons. Approval shall be obtained for use of a lighter roller in restricted areas. A pneumatic tamper shall be on the site for use in compacting areas inaccessible to the roller. The asphaltic concrete shall be prepared, placed, and compacted in keeping with the spirit of the standard specifications for State Highway asphaltic concrete construction of the State in which the work is being performed, also with1the following instructions. Materials composing the dry mix shall be combined 7s follows: - Weight passing 1/2" Screen 3/8" Screen #4 Screen #8 Screen 100% Weight passing 85-100% 55-70% 40-55% #30 Screen #100 Screen #200 Screen 20-35% 8-18% 3-10% To the dry mixture shall be added Premium Paving Asphalt, 85-100 Penetration, in the amount of 6% to 8%. Consent to use any other grade asphalt, below 100% Penetration, shall be obtained from Owner's Representative. PATCHING TRENCHES Base Construction Base refers to construction directly under the asphalt pavement. Before base material is installed, Contractor will fully satisfy himself that sand sub -base has been properly laid and compacted and that no voids exist in the backfill that could cause future settlement. Base material is to consist of concrete mixed as described under the heading "Concrete Work" elsewhere on this sheet. Concrete base material is to be installed to a uniform and minimum thickness of 2". After the concrete has been placed and fully tamped, the surface shall be rough trowelled to provide an .even surface for application of finished asphalt pavement. Top of base is to be held to an elevation of 1" below finished yard grades. Asphalt Paving surface shall be constructed by applying a minimum of 12-1/2 lbs. of asphaltic concrete to each square foot of prepared base. Asphaltic pavement shall be laid in one course of 1" thickness to meet existing yard grades. Asphaltic concrete shall be installed in accordance with the spirit of the standard specifications for State Highway asphaltic concrete construction of the State in which the work is being performed. Materials composing the dry mix shall be combined as described above. Asphalt paving shall be completed within two days after concrete base is installed. CONCRETE WORK Placing Concrete Concrete slab (if specified) shall be scheduled to pour monolitically. If a pour is interrupted and initial curing takes place, care shall be exercised to make a bonded joint. Soil shall be moistened and compacted as required prior to commencement of any pour. Concrete Mix Plant or transit mix concrete shall conform to the following: Minimum of five sacks of cement per yard of concrete; one inch maximum rock; 28 day compressive strength of 2500 p.s.i. - Standard Concrete. Match existing concrete color. Reinforcing All concrete slabs (unless otherwise specified on General Arrangement drawing) shall be reinforced with 6" x 6"/10 x 10 EWWM. Wire mesh used for slab reinforcing shall conform to Specification ASTM -A185 (unless noted otherwise). Finishing Surface of concrete slab shall be wood floated, then steel trowelled. The surface shall be given a medium non-skid texture by stroking with a clean fine hair broom. Curing A.C. Horn (or equal) curing and hardener shall be flood coated uniformly over all slabs immediately after initial set. Application by Hudson Sprayer is recommended. ELECTRICAL Wires and Cables Alt above ground wiring shall be type THHN/THWN Wiring in conduit underground or in damp locations shall be type THHN/THWN. The minimum size conductor shall be No. 12 gauge. No. 6 and larger shall be stranded. Conduit used in this construction shall be standard weight galvanized threaded and coupled. Flexible metallic, covered or open, wiring is not permitted. Circuits feeding facilities that are separated from the building in which panel board is located shall be carried In not less than 3/4" I.D. conduit laid a minimum of 18" below finished yard grade. REMOVAL AND DISPOSAL OF UNDERGROUND TANKS Safety Precautions (a) All sources of ignition shall be avoided during commodity removal and excavation of tank. (b) Smoking, use of open flame, or use of tools generating electric sparks shall be prohibited in tank area.. (c) The area adjacent to the excavation shall be barricaded against the entrance of unauthorized persons. (d) Commodity or mixture of commodity and water shall not be drained into a street, gutter, sewer, ortank hole. (e) Do not guess. Test the atmosphere of the tank for explosive range with a "Flamable Vapor Indicator" to be certain tank is safe. Procedure 1. Remove commodity from all product lines by vacuum at turbine area. valve at dispenser shear valve to operate vacuum. 2. Remove all unusable commodity from the tanks by means of pump with suction resting on bottom of tank. Rinse tanks with water using high pressure nozzle at two tank openings. Remove waste water with vacuum. Sludge and waste water are to be delivered to one of the following in 55 gallon drums: (a) Spencer, (b) Crosby/Overton, (c) Northwest Environmental Services, (d) Pacific Coast Environmental, or (e) Any other contractor approved In writing by Unocal Maintenance Engineer. Contractors bid should include an allowance of four 55 gallon drums of sludge. Contractor is to furnish Unocal with a certificate as to the disposition of this waste material. 3. Remove flammable vapors from tanks by one of the following alternate methods: (a) Add solid carbon dioxide (dry ice) In the amount of 2 lbs. per 100 gallons of tank capacity. The dry ice should be crushed and distributed evenly over the greatest possible area to secure rapid evaporation. Avoid skin contract with dry ice because it may produce burns. As the dry ice vaporizes, flammable vapors will flow out of the tanks and may surround the area. Hence, observe all normal safety prescautions regarding flam- mable vapors. Make sure that all of the dry Ice has vaporized. (b) Ventilate the tank with air, using a small gas exhauster operated with compressed air (from the service station or from a portable compressor) or by other suitable means. The flow of air In through an opening near one end of the tank and the discharge of the vapor -air mixture out of an opening near the opposite end will quickly remove the vapor. The vapor concentration in the tank can be checked with a combustible gas indicator to determine when the tank is gas -free. While the tank is being ventilated, flammable vapor may flow into the surrounding atmosphere. Ignition sources should be eliminated from the immediate victnty. 4. Plug or cap all holes (providing a 1/8" vent hole in one plug to accomodate pressure differential caused by temperature change), complete excavation and remove tank from hole. Load the tank with the vent hole up, affix lead warning decal to each end, and spray paint the words "Empty/Inert" on each tank. 5. Tanks are to be delivered to one of those contractors listed in paragraph 2 above. After such delivery, ends of tanks are to be opened for final inspection and any further cleaning that may be necessary. General Contractor is to furnish Unocal with a certificate from the disposition contractor that tanks are "clean". 6. Tanks are to be delivered for scrap to either Snitzer (in Oregon) or Seattle Iron Metal (in Washington); and Unocal is to be provided with another certification of the actural delivery. Any other method of disposal must be approved by Unocal. Open needle HAZARDOUS WASTE DISPOSAL Whenever it is necessary to dispose of hazardous wastes, Contractor will adhere rigidly to the following specifications: (a) Over 220 lbs. of hazardous waste material: Contractor will notify the Unocal Construction Representative of the quantities of liquids and/or solids waste. Unocal will secure a Hazardous Waste Generators permit and willprovide Contractor with same. Contractor will then arrange to have all liquid hazardous waste material delivered by an "Approved EPA Trans- porter" to Chemical Processors, Inc., Seattle, Washington (phone 206-767- 0350); and all solid hazardous waste material delivered by an "Approved EPA Transporter" to Chemical Waste Management Facilities, Arlington, Oregon (phone 503-223-1912). (b) Under 220 lbs. of hazardous waste material: Contractor is to arrange to have all liquid and/or solid hazardous waste delivered by an "Approved EPA Transporter" to a State approved municipal or industrial disposal facility in accordance with 42 U.S.C. section 6921, and RCRA section 3001 (d) (5). JOB SPEC I F ICAT I ONS SCOPE OF WORK The General Contractor shall furnish at his own cost and expense, all labor, materials, equipment and transportation to complete all work indicated by the notes on the General Arrangement drawing, including those items listed under the heading; "Equipment to be Furnished by Contractor" on sheet 1-0.3 column 3. Contractor shall extude those Items listed under heading; "Equip- ment to be Furnished by Owner" on sheet 1-0.3 columns 1 and 2. PERMITS Unocal will make application for and obtain Federal UST Permit, Oregon UST Program Permit, UST Permanent Decommissioning Permit, and EPA Form 7530 UST Per- mit (see Addenda to Specifications dated 12-14-88 on sheet 1-0.3). All other permits required by governing authorities will be obtained and paid for by the Contractor (including Oregon State Fire Marshal Permit); (including Puget Sound Air Polution Control Agency Permit titled Form G). Unocal will make application for and obtain building permit for those stations located within Seattle City Limits, in addition to those permits listed above. GENERAL NOTES 1. Owner will remove any commodity which cannot be transferred to an existing tank. In all other cases, Contractor will transfer product between tanks to achieve the storage arrangement shown on the Generai'Arrangement drawing. 2. Any underground lines not identified on the General Arrangement drawing are to be reported to the Owner's Representative. if such lines are damaged during the course of this construction. Owner may require that they be repaired. The cost of such work is to be added to the total contract price. 3. Service station is to be kept in operation at all times during the construction period except for a length of time not to exceed working days when new tanks are being Installed and new pipelines are being connected to tanks and dispensers. 4. Contractor is to complete all concrete and asphalt patching made necessary by this construction. (Refer to General Arrangement Drawing). 5. When new vent risers are being Installed, or when it is necessary to run new conduit through the exterior wall of the building, concrete apron shall be saw cut and neatly patched to match existing. 6. All product drained from existing pipelines is to be recovered and placed back in the proper storage tank. Under no circumstances shall the turbine union be disconnected and product allowed to leak into the soil. 7. Where new work necessitates the cutting of concrete drive slabs, this shall be done in a neat and workmanlike manner with the use of a concrete saw. Asphalt removal and reinstallation over pipe trenches is to be done in three steps as follows: (a) Break out existing asphalt prior to excavation; (b) After piping is installed and backfill completed, saw cut edge of asphalt on each side of trench to form a straight and even line; and (c) Patch per specification. 8. Pumps and dispensers being replaced shall be removed carefully for salvage by Owner. Contractor is to notify the Owner's Representative of the make and model number of all such items prior to their removal. The Owner's Representative.wtll then advise the Contractor of the disposition of same. all other pipe and equipment being removed is to become the property of the Contractor, and is to be disposed of lawfully by him. 9. Trench crossings made of steel or plywood of sufficient strength to support maximum axle loads shall be provided in areas subject to vehicular traffic at all times excepting for those periods when work is actually being performed in the trenches. Barricades are to be provided at all times to safeguard the public from injury or accident. 10. The General Contractor shall submit to the Owner's Representative upon completion of work a marked up print with field notes indicating all changes of dimensions, location of piping, etc., or any other dlvtations from General Arrangement drawing. If there are no changes to the plan as drawn, Contractor shall so notify the Owner In writing prior to submitting final invoice. 11. When 1/3 HP submersible pumps are being replaced with 3/4 HP pumps, all dispenser meters shall be calibrated and adjusted as described In column four on sheet J-0. 12. Do not mix pipe manufacturers. I.E., If existing lines are CIBA pipe; do no use RED THREAD pipe from new tanks. It is permissible to connect RED THREAD 11 to RED THREAD 1. Rerllsed D..koy Al PAnM Lowing EMMp DAM D.r RIHWIene Rn. h Tied. Cid 4 1-23-89 "SCOPE OF WORK ADDED "PERMITS': 4- 4 -89 ELIMINATED "EQUIPMENT LIST" CM REV I SED COLUMNS 3 AND 4 CM GENERAL SPECIFICATIONS TANK AND PIPING WORK SERVICE STATION _ /33/0 i S C, /eo UNION OIL COMPANY OF CALIFORNIA Los ANGELES, CALIFORNIA UNOCAL DRAWN C.J.B. Mason SCALE APPROVED DATE 2-26-88 CJB - 100 SHEETS SHEET 4 • a EQUIPMENT TO BE FURNISHED BY OWNER The Owner will supply and deliver to the custody of the Contractor the following Items: -They shall be protected, installed or placed in positions designated on the drawings and made ready for use by the General Contractor. PETROLEUM TANKS U-303 12,000 gallon double wall fiberglass -coated steel & Equipment Co.) 95"x34'-4" or 119"x22'-0" U-303 15,000 gallon double wall fiberglass -coated steel & Equipment Co.) 119"x27'-4" 1.- S Capacity tag - 12,000 gallon (fill) Capacity tag - 15,000 gallon (fill) Commodity tag - Super Unleaded (fill) Commodity tag - Unleaded (fill) Commodity tag - Diesel (fill) U-310 Red Jacket 3/4 HP turbine pump with leak detector tank Leak detection system U-335 Tank gauge stick Tank gauge stick chart Lead warning decals (Ace Tank (Ace Tank for 4' bury SPILL CONTAINMENT BOX, BUNG AREA ON UNDERGROUND PRODUCT TANKS 2 U-314 With handle & cover 2- U-314 Without cover Spill containment box assemblies of the following approved types to fit 42" I.D. tank collar: American Lining Model IBL -28 WASTE OIL TANK U-303 550 gallon double wall fiberglass -coated steel (Ace Tank & Equipment Co.) 47"x89" Capacity tag - 550 gallon Commodity tag - Waste 011 U-314 WASTE OIL RISER CONTAINMENT Spill containment box assembl to fit 30" I.D. tank collar: PETROLEUM AND WASTE OIL TANKS les of the following approved types American Lining Model IBL -27 CJ Fiberglass, Long Beach, CA 30" I.D.x42"4" pipe U-313 Spill Containment Manway and Fill Box Assembly for Service Station Product Tanks Spill Containment Fill Box Assembly consisting of a 36" diameter steel cover, cast iron steel outer ring, and 12" deep 18 gauge minimum sheet metal skirt. Cover shall be furnished with 3/8" floor plate and (2) 12"x13" reinforced fill covers with recessed pull handles. Fill shall have 10 gallon containment area with drain hose and self-closing valve. Assembly shall also be pro- vided with extension arm to upper section of box for actuating the drain valve. - The assembly box shall be painted with black epoxy coating. it shall be designed and constructed for heavy traffic. Approved Manufacturers: - - - CN1 Model No. 239 with Model No. 263 (Two-point, 14" centers, 8" radius) and Model No. 272 (10 gallon containment) U-312 MANWAY ASSEMBLY FOR FILL BOX AND GAUGING: WASTE OIL TANK Spill containment fill box assembly consisting of a 30" dia. cover, cast Iron steel outer ring and 12" deep 18 gauge minimum flared sheet metal skirt. Cover shall be furnished with 3/8" floor plate and (1) 12"x13" reinforced fill cover. Fill shall have 5 gallon containment box with drain to tank. Assembly shall be provided with extension arm to upper section of box for actua- ting the drain valve. Assembly box shall be painted with black epoxy coating and designed for heavy traffic. Approved Manufacturers: CNI Model No. 230R UNO U-316 Monitoring Well Box Assembly consisting of 16" diameter cast iron or steel cover, cast iron outer ring and a 12" deep 18 gauge (min.) skirt. Cover shall be gasketed and secured to outer ring with three (3) or four (4) bolts. Box assembly shall be permanent-. ly marked "Monitoring Well" or "Monitor". The entire assembly shall be coated with black epoxy finish. The Box assembly shall be designed and constructed for heavy traffic. Approved Manufacturers: POMECO Model No. 110-16WT CNI Model No. 216R-12SG with Model No. 297 Brass Label with "Monitoring". - Truck Vapor Return Box Assemblies consisting of the following approved types: (only if required by local agencies) CNI Model No. 216R-12 POMECO Model No. 110-16 Alternate - (When required by local Government Agency): CNI Model No. 200 POMECO Model No. 111 w/111 VE drain valve assembly Z U-319 Pump Box Assembly consisting of a 36" diameter steel cover, cast iron or steel outer ring and 12" deep 18 gauge minimum sheet metal skirt. Cover shall be furnished with lift handle gaskets and secured to the outer ring with a minimum of four (4) bolts. The assembly shall be painted with black epoxy coating. The pump box shall be designed and constructed for heavy traffic. - Approved Manufacturers: CNI Model No. 236RSG U-320 FLEXIBLE CONNECTORS FOR U.G. PIPING General Description: 1f"x12" Connector shall be male by male and have if"x24" voluted Teflon with a 316 SST overbrald. (0 2"x12" have swivel on one end. (a 2"x24" an innercore of con - Male fittings to Size Availability: If" MNPTx12" or 24" or 30" 2" MNPTx12" or 24" or 30" Manufacturers: Titeflex Model Telefiex Model 11110165-12-0120 11110165-24-0240 11110165-32-0120 11110165-32-0240 160-10467-0240 ( 160-10477-0240 ( (1}x12) (1 1)(24) (2x12) (2x24) 14x24) 2x24) U-332 FLEXIBLE PIPE BOOT General Description: Flexible piping jacket of a material resistive to gasoline, diesel and alcohol fuel blends. Jacket to surround typical 2" and lf" flexconnectors and attach to 3" nipple and 2" fiberglass pipe at the sump container and 2" fiberglass pipe and 1f" nipple at impact valve beneath the dispensers. All are to be supplied with a set of 300 series stainless steel tightening clamps and screws. Manufacturers: TOTAL CONTAINMENT: At dispenser: Flex jacket with test port. At sump: Flex boot with 3" connector for sump and 2" reducer to 2" fiberglass piping on opposite end without test port. TELEFLEX: At dispenser: 160-10498-0240 At sump: 160-10523-0240 with 2" cap adaptor 3 U-321 Extractor Valve Assemblies of the following approved types: WITHOUT BLEED VALVE: (vent, vapor return) CNi Model No. 120BF/M OPW Model No. 233VM-4422 with 53 FC Float - U-321 Extractor Valve Assemblies of the following approved types: WITH 1/16" BLEED VALVE: (truck vapor return) CNt Model No. 121-AF/M OPW Model No. 233V-4420 with 53 VML Float Z U-322 - 3" VAPOR CAP & ADAPTOR (dry break) Vapor Recovery Adaptor of the following approved types: ADAPTOR: - OPW Model No. 1611 -AV -1620 CNI Model No. 611 -DB -4A CAP: - OPW Model No. 1711-T CNI Model No. 611 -VR -3 3 U-323 4" FILL CAP & ADAPTOR of the following approved types: ADAPTOR: OPW Model No. 633 -TE -8180 - Universal Model No. 727-4040 CNI Model No. 6138 CAP: OPW Model No. 634 -TT -7085 Universal Model No. 734-40 CNI Model No. 64 2 U-324 Submerged Fill Tube 3-7/8" O.D. submerged aluminum fill tube. with gasket as manufactured by: EMCO WHEATON A20-004 2 U-329 2" Bali Valve General Description: 2" full port ball valve for gasoline service - Manufacturer: Honeywell 18-100 T 157 4 5 IAL -9 1 AAL -9R U-325 RISER CONTAINMENT BOX PASS THROUGH PIPE FITTINGS - General Description: Compression fittings with o -ring to allow pipe and conduits to pass through riser containment box. - Manufacturer: CNI A319DC for double wall product piping 1319C for 2" product piping 1319DT for product piping /317 for 1" electrical Manufacturer: AMERICAN LINING IAL -10 for 3/4" conduit AAL -11 for 1" conduit AAL -12 for 2" single wall product piping IAL -13 for 3" double wall product piping IAL -14 for 4" double wall product piping RISER CONTAINMENT BOX -FIBERGLASS KITS General Description: Fiberglass kits to seal or repair pass through pipe fittings locations. Manufacturer: American Lining: IAL -9 fiberglass kit for sump box AAL -9R fiberglass repair kit - U-330 Annular Monitor Well Adaptor and Cap Manufacturers: Morrison Bros. Co. Model 305 XAT 4" Well (Cap and Adaptor) Morrison Bros. Co. Model 178 XAT 2" Well (Cap and Adaptor) OPW Model 633-T-8050 - Adaptor OPW Model 643 -TE -7085 - Cap I2 U-331 Name Plate Holder of the following approved types: OPW Model No. 107-0300 Universal No. 56 Trench Liner Fiberglass trench liner and pump UNOCAL's specifications. Manufacturer: Fibertrench sump manufactured to DISPENSERS Three (3) product: Tokheim Model TCS426RCB U-340 PASSTHROUGH GROMMETT General Description: Two Inch grommett used to seal pipe entries to sump contain- ment boxes. Grommett to resist all types of fuel blends inciud- ing methanol and alcohol. Manufacturer: TOTAL CONTAINMENT Model IBS -200 FIRMCO 3x2 end caps with clamps 11056-320 General Description: For use in connection of flex pipe boot to product/vent piping. - Stainless Steel Hose Clamps Manufacturer: TRIDON Model No. HSS 64 EQUIPMENT TO BE FURNISHED BY CONTRACTOR The Contractor will furnish and install the following items: PIPE MONITORING Secondary Containment Piping Monitoring Port Manway Cover: 12" dia. tamper resistant and water proof manhole DISPENSERS U-327 Anchoring Box Assemblies of the following approved types: CNI Model No. 492-UNO (Tokheim 11248, 1150) CNI Model No. 496-UNO (Tokheim 0262) CNI Model No. 508-UNO (Dresser Wayne Quadro) CNI Model No. 4380-UNO (Tokheim TCS 1426 -RC) U-328 Shear Valve of the following approved types: OPW Model No. 10 -RF -5700 for "U" bolt anchor installations OPW Model No. 10 -RF -5725 for anchoring box installations EMCO WHEATON Model No. A60-003 VOLTAGE REGULATOR (only where necessary) Used to supply power to dispenser computer equipment. Manufacturer: 750VA "SOLA" CAT 163-23-175-8 WASHINGTON UNDERGROUND STORAGE TANK PROJECTS _ADDENDA TO SPECIFICATIONS DECEMBER 28, 1988 The following summary describes the various environmental permits necessary for tank removal and installation work in the State of Washington, -and Identifies the party responsible for obtaining and complying with the provisions of these permits. -Ali items contained in the summary are listed in chronological order,'starting with the inception of the tank project. Contractor is to include in his bid sufficient funds to cover any expenses that might be' incurred In handling those items for which he is responsible. 1. Unocal will obtain bids from licensed and bonded Contractors. Contractor must submit -evidence along with -- his bid that his firm is registered with State's Department of Ecology to provide underground storage tank services. 2. At least two weeks prior to start of construction, successful bidder is to advise Unocal's Construction Representative of -his tentative schedule and the proposed disposition of alt tanks being removed. 3. Unocal's Construction Representative is to immediately advise Unocal's Environmental Representative of Contractor's tentative schedule. The Environmental Representative needs a minimum of two weeks to plan for the proper -disposal of contaminated soil if it is encountered. The Environmental Representative will be on site to observe and sample for contamination during excavation operations. - - - 4. Contractor is to obtain all permits required by governing authorities (including, but not limited to, State Fire Marshal permit, City or County Building Department permit, County Health Department permit, Local Fire Department permit, etc.). 5. Contractor to begin construction. If any contaminated soils are discovered during the course of tank removal work, Contractor will immediately report conditions to the Unocal Construction Representative. A clean-up program will then be developed. The cost of implementing such a program will be added to the Contractor's original contract price for the project. 6. Within five days after completion of construction, Contractor must complete items 10 & 14, page 3, of EPA Form 7530-1, as revised 9-88, and submit this information to Unocal Construction Representative. 7. Unocal will complete EPA Form 7530-1 or it's equivalent and submit same to the EPA office in Washington D.C. within 30 days after completion of construction. EQUIPMENT TO BE SUPPLIED BY DISTRIBUTOR PACKAGE I1 (NORTHWEST) FOR EACH DOUBLE WALL FIBERGLASS COATED STEEL TANK ITEM 1 QUANTITY DESCRIPTION 1 2 2"x12" Flexconnectors U-320 2 2"x24" Flexconnectors U-320 - 2 1 Extractor Valve Assembly with Bleed Hole U-321 1 Extractor Valve Assembly without Bleed Hole U-321 3 1 Vapor Recovery Adaptor and Cap U-322 - 4 1 4" Fill Adaptor and Cap U-323 5 1 Submerged FIII Tube U-324 - 6 1 2" Ball Valve 11---7-1_ 7 1 Name Plate Holder U-331 - 8 .- 5 1" Conduit Fittings, and 3/4" Conduit Fitting U-325 1- 9 2 Riser Containment Packages U-314 w/cover, U-314 w/out cover (American Lining Model IBL -28), 1 each; IAL -9, 2 required 10 - 1 CNI Containment Package U-313, U-319, & U -325-(13190T) 2 required 11 2 Containment Boots for Exterior Fiexconnectors-U-332 - 12 1 Monitor Box U-316 - 13 2 Firmco 3x2 End Caps w/ Clamps 11056-320 - 14 4 - Tridon IHSS64 Stainless Steel Hose Clamps PACKAGE 12 (NORTHWEST) WASTE OIL - DOUBLE WALL 1 2 3 4 5 6 7 8 9 10 11 1 Extractor Valve Assembly without Bleed Valve U-321 1" Conduit Fitting U-325 1 Riser Containment Box U-314 (American Lining Model 181-27) 1 CNI Waste 011 Containment Package 2 2 2"x12" Flexconnectors U-320 - - - 2 2"x24" Flexconnectors U-320 2 Containment Boot for Exterior Fiexconnectors U-332 1 Monitor Box U-316 - 2 - Total Containment Uniseal Grommett U-340 4 Firmco 3x2 End Caps w/ Clamps I1056-320 4 Tridon 1HSS64 Stainless Steel Hose Clamps - SERV I CE STAT ION 6237 CONTRACTOR CONTR.-JOB NO. - - NUMBER - SH. REFERENCE DRAWINGS REV NO DATE 2/201 REVISED DESTROY ALL PRINTS REY BEARING EARLIER DATE •Y CKO •Y APP APPROVED FOR CONSTRUCTION 2e -VI et) FQ12. 55 6l371 TOJCWILA, WA51-11\G10N.1 A F E DATE SIGNED DRAWN •Y C J Nioson CHECKED •Y HES TRACED •Y. - 'RAC G. CKO R API Q. APPEI SCALE DATE -2.10-89 - EQUIPMENT SPEC I FICAT IONS TANK REPLACEMENT WASH I NGTQN STAT I ONS 13 3/ v 5 g�-u ./©�z u�oeALe .. rI E 490 °RARING NCI_ Q.3 *REFS SHEET 4 MONITORING CPLG. TYPICAL -EA. END 3/4' x 30" x 30" STRIKE PLATE CENTER ON OPENINGS ABOVE (TYP. OF 2) 1 42" DIA. TYP. 4'-0" �F JOOR MANUFACTURING, INC. CAPACITY, (GALS.) X , , Y WEIGHT (LBS) 10,000 113" 20'-5" 17,125 12,000 113" 24'-5" 19,625 MODERN WELDING CO. INC. CAPACITY, (GALS.) X Y , WEIGHT • (LBS.) 10,000 100" 28'-0" 19,100 10,000 115 1/4" 21'-0" 17,800 12,000 100" 33'-0" 22,100 12,000 115 1/4" 25'-0" 20,700 ACE TANK & EQUIPMENT CO. CAPACITY, I(GALS.) X Y WEIGHT (LBS.) 10,000 95" 29'-4" 15,130 10,000 119" 18'-10" 15,200 12,000 95" 34'-4" 17,460 12,000 119" 22'-O" 17,150 15,000 119" 27'-4" 22,550 9 L - 4" OPENING TYPICAL (2) GROUPS OF THREE 4'-0" 4 -< F SIDE VIEW n 1- 9 =�1� X 10,000 & 12,000 GALLON TANKS A DOUBLE WALL TANK ON—SITE TEST PROCEDURE 1. PLUMB TANK AS SHOWN IN SKETCH. PLUG ALL OTHER OPENINGS IN INNER TANK. LEAVE OPENINGS IN OUTER WRAP OPEN TO ATMOSPHERE. 2. CLOSE VALVE "C" TO OUTER WRAP. 3. OPEN VALVES "A" & "B", AND RAISE INNER TANK PRESSURE TO 5 P.S.I. 4. CLOSE VALVES "A" & "B", AND REMOVE AIR SUPPLY LINE. 5. LEAVE 5 P.S.I. PRESSURE ON INNER TANK FOR 15 MIN. AND OBSERVE NO PRESSURE DROP. 6. PLUG REMAINING OPENINGS IN OUTER WRAP. 7. WITH VALVES "A" & "B" CLOSED, OPEN VALVE "C" ALLOWING AIR FROM THE INNER TANK TO ENTER THE OUTER WRAP. 8. SLOWLY ADD AIR THROUGH VALVES "A" & "B" AND AIR SUPPLY LINE UNTIL PRESSURE IN BOTH OUTER WRAP AND INNER TANK IS AT 5 P.S.I. 9. CLOSE VALVES "A", "B" AND "C", AND REMOVE AIR SUPPLY HOSE. 10. USE A SOAP TEST SOLUTION AND TEST ALL SEAMS AND FITTINGS. 11. OPEN VALVE "C", THEN "B" AND "A", RELEASING AIR PRESSURE FROM OUTER WRAP, AS WELL AS INNER TANK. NEVER RELEASE AIR FROM INNER TANK WITHOUT SIMULTANEOUSLY RELEASING AIR FROM OUTER WRAP. NOTE: A. BECAUSE THERE IS SO LITTLE SPACE BETWEEN THE INNER TANK AND OUTER WRAP, IT IS DANGEROUS TO CONNECT A HIGH PRESSURE AIR SUPPLY LINE DIRECTLY TO THE OUTER WRAP. B. NEVER PRESSURIZE THE OUTER WRAP UNLESS PRESSURE IS ALREADY IN THE INNER TANK. _ C. NEVER LEAVE AIR SUPPLY HOSE CONNECTED ONCE 5 P.S.I. HAS BEEN ACHIEVED. ANY VALVE FAILURE OR ACCIDENTAL OPENING COULD RESULT IN A DANGEROUS OVER -PRESSURIZATION OF THE TANK. D. CERTIFIED ACCURATE GAUGES AND RELIEF VALVE SHOULD BE USED. 4" FIBERGLASSED - METAL TABS 21/2' BELOW TOP OF RING. AIR SUPPLY LINE OUTER WRAP INNER TANK GAUGE GAUGE VALVE "C" _ VALVE "B" VALVE "A END VIEW AIR COMPRESSOR 6 P.S.{. RELIEF VALVE r 1 30" DIA. i %2 k 11 - 1 11 11--- 11 11 II 1 ti ACE TANK & EQUIPMENT CO. CAPACITY (GALS.) X 'Y' WEIGHT (LBS.) 550 47" 89" 1,400 OUTER WRAP INNER TANK SIDE VIEW 4" OPENING-TYP. OF 3 11/" OPENING- TYP. OF 2 X 500 GALLON TANK MODERN WELDING CO. INC.` CAPACITY,X, (GALS.) -- -�� -, , WEIGHT (LBS.) 520 48" 6'-0" 1,400 FIBERGLASS -COATED UNDERGROUND STORAGE TANK INSTALLATION APPROVED FIBERGLASS DOUBLE WALL COATED STEEL TANKS ARE JOOR "PLASTEEL", MODERN WELDING "ENVIRO-TANK", AND ACE TANK "COMPOSITE." SEE GENERAL ARRANGEMENT DRAWING FOR CAPACITY AND QUANTITY OF TANKS. GASOLINE STORAGE TANKS UNLESS OTHERWISE SPECIFIED, TANKS SHALL- BE INSTALLED FOUR (4) FEET BELOW FINISHED YARD GRADE. TANKS SHALL BE SET ON A FIRM BASE OF 12" THICK COMPACTED SAND AND SURROUNDED ON ALL SIDES BY •A MINIMUM THICKNESS OF 12" OF CLEAN SAND. WET AND ROD SAND UNTIL IT IS THOROUGHLY COMPACTED. AFTER PIPING HAS_ BEEN INSTALLED, INSPECTED AND TESTED, COMPLETE THE BACKFILLING WITH SAND. BACKFILL WILL BE PLACED IN SIX (6) INCH LAYERS. EACH LAYER SHALL BE PUDDLED AND TAMPED TO PREVENT FUTURE SETTLEMENT. THE NEED FOR PROPER BACKFILL AND COMPACTION IS COMPOUNDED WITH A DOUBLE WALL TANK AND ALL CONCERNED ARE FOREWARNED OF THIS REQUIREMENT. AFTER TANKS ARE DELIVERED TO SITE, TANK MANUFACTURER OR SUPPLIER IS RESPONSIBLE FOR PERFORMING THE 35,000 VOLT HOLIDAY TEST AND REPAIR ANY HOLIDAYS DISCOVERED.. TEST MUST BE WITNESSED BY UNOCAL ENGINEER OR HIS REPRESENTATIVE. CONTRACTOR SHALL PRESSURE TEST TANKS ON THE JOB SITE BEFORE AND AFTER A� SETTING THE TANKS IN THE HOLE. PRESSURE TESTING SHALL BE DONE WITH EITHER /4\ A 10 P.S.I. GAUGE ACCURATELY CALIBRATED FOR PRESSURES RANGING FROM 0-10 P.S.I. OR ELSE A MERCURY MANOMETER GAUGE. A PRESSURE RELIEF SYSTEM SET AT 6 P.S.I. IS TO BE INSTALLED IN THE VENT OPENING OF ALL TANKS PRIOR TO PRESSURIZING THE TANKS. PRESSURE TESTING SHALL BE AS SHOWN ELSEWHERE ON THIS SHEET. TANKS UNDER PRESSURE SHOULD NOT BE LEFT UNATTENDED. IF TANK(S) WILL NOT HOLD PRESSURE, TANK MANUFACTURER MUST BE NOTIFIED TO PROVIDE REPLACEMENT TANK. TESTING PROCEDURE MAY VARY WITH LOCAL ORDINANCES. 4 FIBERGLASSED METAL TABS 21/2 BELOW TOP OF RING. END VIEW JOOR MANUFACTURING, INC. CAPACITY, (GALS.) X Y WEIGHT (LBS.) 500 471/2" 6'-1" 1,375 NOTES: 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS AND SHALL BE COVERED WITH A FIBERGLASS CAP (HAT) INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECTIFICATIONS UTILIZING WET RESIN. 2. ALL UNUSED VERTICAL RISER THREADS SHALL BE WRAPPED IN FIBERGLASS 3" MIN. ABOVE EXPOSED _ THREADS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 3. ALL RISERS & SUMP DRAIN PIPING TO BE WRAPPED PER DRAWING J-0. 4. ALL LOCKABLE CAPS SHALL HAVE PADLOCKS KEYED ALIKE WITH THE EXCEPTION OF THE "FILL" CAP WHICH SHALL BE KEYED SEPERATELY. NUMBER SH. REFERENCE DRAWINGS NUMBER SH. REFERENCE DRAWINGS REV. NO. DATE REVISED DESTROY ALL PRINTS BEARING EARLIER DATEBY REV. CKD BY APP APPROVED FOR CONSTRUCTION 1 6/29/87 REVISED PIPING CONNECTIONS 2 11/87 REVISED TABLE INFO & BUNG ARRANGEMENTS TAIT A.F.E. DATE SIGNED 3 8/2/88 ADDED FIBERGLASS TABS TO BUNG ARRANGEMENTS TAIT 12/20/88 ADDED ACE TANK TABLE INFO & ONSITE TEST PROCEDURE CJ M DRAWN BY TAIT CHECKED BYR.SCKWAB TRACED BY TRAC'G. CKD APP'D APP'D SCALE• DATE 12-4-87 SERVICE STATION STEEL, DOUBLE WALL, FIBERGLASS COATED UNDERGROU \ID STORAGE TANKS / 33/0 Z4 O-&-/ooz UNOCAL DRAWING NO. FIB -490 J4.0 SHEETS SHEET TANK 3/4"- -o" . . . VENT/FILL / VAPOR or PLUG •1 • SAND BACKFILL • • . "a ' - • . . • 's (TYP) SECTION THRU TANK SLAB TANK LENGTH EXTRA "4 BAR FULL LENGTH TO COMPENSATE WHEN BAR IS CUT OPENINGS VENT/FILL / VAPOR or PLUG • .. 21- 0" (SEE DWG. J-4) tli--0" (TYP.) 3" CLEAR (TYP.) CONTRACTION JOINT TANK "4 BARS e 18" O. C. BOTH WAYS • SLAB REBAR PATTERN — 0 4 "4 BARS x 61-0"LG. TANK DIAMETER -) 0 LJ Z uj 5 V) r --- r --THICKENED SLAB AREA I'-O" (TYP.) L 0 c\J TANK CONTRACTION.JOINT IN SLAB BETWEEN TANKS (TYP.) PLAN OF TANK SLAB WITH REBAR PATTERN SCALE CONC. TANK SLAB 1/4" • : • • • • . ..• ••• ". 6 • • -• SAW CUT, & FILL WITH SEALANT • • • .• TYPICAL CONTRACTION JOINT GENERAL NOTES: I. CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UBC CHAPTER 26. 2. CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF 2000PS1 AFTER 28 DAYS WITH A MINIMUM OF SIX SACKS OF CEMENT PER YARD OF CONCRETE. 3. MATERIALS: • A. CEMENT SHALL BE ASTM C150 PORTLAND CEMENT, TYPE II (OR TYPE V IF -SULFATES ARE PRESENT IN SOIL ) B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A MAXIMUM SIZE OF ONE INCH (I") C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER 4. ALL CONCRETE SHALL BE. MIXED IN ACCORDANCE WITH ASTM C94 AND BE COLORED BLACK. METHOD OF OBTAINING BLACK COLORING SHALL BE PER NOTE 7 BELOW. 5. ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM 4615 GRADE 60. 6. A UNOCAL REPRESENTATIVE SHALL APPROVE EXCAVATION AND REBAR PLACEMENT PRIOR' TO PLACING OF CONCRETE. 7. BLACK COLORED CONCRETE: MECHANICALLY MIX THREE POUNDS (TWO GALLON DRY MIX) REGULAR UNCOMPRESSED IRON OXIDE, BLACK TO I SACK OF CEMENT TO I SACK OF PLASTER SAND. TROWEL THIS MIXTURE ON SURFACE SPECIFIED A MINIMUM OF 1/4" THICK WITHIN ONE HOUR AFTER CONCRETE BASE COURSE IS POURED. SLABS TO BE WOOD FLOATED, STEEL TROWELED, THEN APPLY BLACK CONCRETE MIX. THE SURFACE SHALL THEN BE GIVEN A MEDIUM NON-SKID TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. 8. FOR SINGLE WALL TANK -ELIMINATE MONITOR BOX , REBAR CAGE AROUND SAME AND THICKENED PORTION OF SLAB AT BOX. 1.41.1101.11r, I114. REFERENCE DRAWINGS NUM eta REFERENCE DRAWINGS SeEC,IF/CAr/ONS J-// WASTE On- TANK / ,45/.•"'/A'G J -C 761,177&L.Ass 774N1 /NS7ALL.4770A/ SPEC'S TA A'..K5 TANK REMOVAL SPECIFIC...1770MS 7 -AMC IN774ZLAT/ON J -E3 D/..5P.F.NSEE' -HOSE DETA/ L SPEC 'S J-9 TANK M'STALLA770)VS j -,'a TANK 495 7-A/LS MIRY. NO. DArt REVISED ntaT1ROY ALL PIRIP4TS DAVI 1111tV. Dv CR 0. MY P••D APPROVED FOR CONSTRUCTION E76 -1/45-E.0 /27/9Na ),9YS 11-30-87 Revi5ED 5Z.AZ3 TN/CA-A/635 6EN, NO7C5 TA/T A. F . DATE. SIGNED OWAw.. „ TAIT C1411CKIM SY_ R.Schwat TRACED MY TRAC•0. COCO APP'D 1/211=11-0" SCALP' DA„ 2-2-87 SERVICE STATION CONCRETE TANK SLAB DETAILS DOUBLE WALL PRODUCT TANKS. / sf a -aa, icrz UNOCALS DRAwiAla FIB- 490 J-5.0 • M If 11141111IT - 1 • 11 3/4" • 6 2 z w 1211TYP L • .g • SAND BACKFILL SECTION THRU TANK SLAB TANK LENGTH w m 0 d • • b n 1 ' •..0 } f (SEE DWG. J-4) 3"CLEAR (TYP.) 1 (TYP.) • 0) 0 >- 0 CV THICKENED SLAB AREA 4 -•4 BARS x4'-6"LG.(TYP.) • :x 4 BARS Ca 1511 0.C. BOTH WAYS PLAN OF TANK SLAB WITH REBAR PATTERN SCALE 1%1'-O" GENERAL NOTES CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UBC CHAPTER 26 . CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AFTER 28 DAYS WITH A MINIMUM OF SIX SACKS OF CEMENT PER YARD OF CONCRETE. 3. MATERIALS A. CEMENT SHALL BE ASTM CI50 PORTLAND CEMENT, TYPE II (OR TYPE V IF SULFATES ARE PRESENT IN SOIL ) B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A_ MAXIMUM SIZE OF. ONE INCH (I") C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER 4. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C94 AND BE COLORED BLACK. METHOD OF OBTAINING BLACK COLORING SHALL BE PER NOTE 7 BELOW. 5. ALL REINFORCING STEEL SHALL MEET THE' REQUIREMENTS OF ASTM A6I5 GRADE 60. 6. A UNOCAL REPRESENATIVE SHALL APPROVE ;EXCAVATION AND REBAR PLACEMENT PRIOR TO PLACING OF CONCRETE. 7. BLACK COLORED CCNCRETE: MECHANICALLY MIX THREE POUNDS (TWO GALLON DRY MIX) REGULAR UNCOMPRESSED IRON OXIDE, BLACK TO SACK OF CEMENT TO 1 SACK OF PLASTER SAND. ^TROWEL THIS MIXTURE ON SURFACE SPECIFIED A MINIMUM OF V4" THICK WITHIN ONE HOUR AFTER CONCRETE BASE COURSE IS POURED. SLABS TO BE WOOD FLOATED, STEEL TROWELED, THEN APPLY BLACK CONCRETE MIX. THE SURFACE SHALL THEN BE GIVEN A MEDIUM NON -SKI. TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. 8. FOR SINGLE WALL TANK SLAB- ELIMINATE MONITOR BOX, REBAR CAGE AROUND SAME AND THICKENED PORTION OF SLAB AT BOX. NUM•[R SPI. REFERENCE DRAWINGS - NUM SCR •". REFERENCE DRAWINGS SPEC//C.77O,1'S J-// k/AST O/L TANK J-/ PIP/A'G • J -e F/5E,QCL455 rANK /,VS7ALLAT/ON SPECTS J-4 TANKS ✓- 3 TAARS REMOVAL SPEC),"/CAT/ONS 774N‹ /AS77.4L4 A T/ON D/5P.AS R--M-/05E DETAIL SpEC'S TANK /NSTALLATD.V S i-/0 TANK aETA/..S R•r. M. DAT[ REVISED D13TRCY ALL PRINTS WEARING EARLIER DAT[ REY. •Y COED. •Y •PP•D APPROVED FOR CONSTRUCTION 2997 ,eEy/SEO /// 9i /IVRY 2 /1-30-87 ADDED 7ANIC PROBE 80XJ /PE✓/5ED 6E/.J MATES TAIT A. F. S. DAT[ •101.41-0 DRAWN SY TAIT CNECKED tvR.SChwa TRACED •Y TRAC46. CKD. A PP'D APP•D SCALE DATE 2-2-87 SERVICE STATION CONCRETE TANK SLAB DETAILS DOUBLE WALL WASTE OIL TANK U OCAL76 /3 ,o ViF,-/tvz PRAWNNt! NO FIB -490, J -5.I tNfETt -- --- •N[[T - SLAB PATTERN AR REBAR — -- % i ,,,i,..< \ iL r\l,\,7 \,,,/ 1. - ip. . • ._ /. 1 (TYP.) • 0) 0 >- 0 CV THICKENED SLAB AREA 4 -•4 BARS x4'-6"LG.(TYP.) • :x 4 BARS Ca 1511 0.C. BOTH WAYS PLAN OF TANK SLAB WITH REBAR PATTERN SCALE 1%1'-O" GENERAL NOTES CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UBC CHAPTER 26 . CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AFTER 28 DAYS WITH A MINIMUM OF SIX SACKS OF CEMENT PER YARD OF CONCRETE. 3. MATERIALS A. CEMENT SHALL BE ASTM CI50 PORTLAND CEMENT, TYPE II (OR TYPE V IF SULFATES ARE PRESENT IN SOIL ) B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A_ MAXIMUM SIZE OF. ONE INCH (I") C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER 4. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C94 AND BE COLORED BLACK. METHOD OF OBTAINING BLACK COLORING SHALL BE PER NOTE 7 BELOW. 5. ALL REINFORCING STEEL SHALL MEET THE' REQUIREMENTS OF ASTM A6I5 GRADE 60. 6. A UNOCAL REPRESENATIVE SHALL APPROVE ;EXCAVATION AND REBAR PLACEMENT PRIOR TO PLACING OF CONCRETE. 7. BLACK COLORED CCNCRETE: MECHANICALLY MIX THREE POUNDS (TWO GALLON DRY MIX) REGULAR UNCOMPRESSED IRON OXIDE, BLACK TO SACK OF CEMENT TO 1 SACK OF PLASTER SAND. ^TROWEL THIS MIXTURE ON SURFACE SPECIFIED A MINIMUM OF V4" THICK WITHIN ONE HOUR AFTER CONCRETE BASE COURSE IS POURED. SLABS TO BE WOOD FLOATED, STEEL TROWELED, THEN APPLY BLACK CONCRETE MIX. THE SURFACE SHALL THEN BE GIVEN A MEDIUM NON -SKI. TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. 8. FOR SINGLE WALL TANK SLAB- ELIMINATE MONITOR BOX, REBAR CAGE AROUND SAME AND THICKENED PORTION OF SLAB AT BOX. NUM•[R SPI. REFERENCE DRAWINGS - NUM SCR •". REFERENCE DRAWINGS SPEC//C.77O,1'S J-// k/AST O/L TANK J-/ PIP/A'G • J -e F/5E,QCL455 rANK /,VS7ALLAT/ON SPECTS J-4 TANKS ✓- 3 TAARS REMOVAL SPEC),"/CAT/ONS 774N‹ /AS77.4L4 A T/ON D/5P.AS R--M-/05E DETAIL SpEC'S TANK /NSTALLATD.V S i-/0 TANK aETA/..S R•r. M. DAT[ REVISED D13TRCY ALL PRINTS WEARING EARLIER DAT[ REY. •Y COED. •Y •PP•D APPROVED FOR CONSTRUCTION 2997 ,eEy/SEO /// 9i /IVRY 2 /1-30-87 ADDED 7ANIC PROBE 80XJ /PE✓/5ED 6E/.J MATES TAIT A. F. S. DAT[ •101.41-0 DRAWN SY TAIT CNECKED tvR.SChwa TRACED •Y TRAC46. CKD. A PP'D APP•D SCALE DATE 2-2-87 SERVICE STATION CONCRETE TANK SLAB DETAILS DOUBLE WALL WASTE OIL TANK U OCAL76 /3 ,o ViF,-/tvz PRAWNNt! NO FIB -490, J -5.I tNfETt -- --- •N[[T - z F 4'-0' TANK BURY -N T S 3/4"- 4 1"—GALV. COUPLING WITH PLUG 4" FILL CAP & ADAPTER (U-323) 4" SOLID SQUARE HEAD GALV. PLUG -4" FUTURE IN TANK GAUGING 12" TYP. SLOPE 4• \\ 12' TYP. SAND —�,�— OR PEA GRAVEL L : ` 4- .. 4 14, • 4• 4" GALV. RISER 1 1/2" GALV. PLUG SIF �1, �lbn , 13" VAPOR CAP & ADAPTOR (DRYBREAK) (U-322) SEC CONT. BOOT(U-332) DISCHARGE 4" SOLID SQUARE HEAD GALV. PLUG -Titirt-ie 2" BELL & MALE 44" DIA. SPILL NPT ADAPTOR CONTAINMENT BOX ASSY. (U-314) 36" DIA. PUMP BOX, FRAME & COVER WITH FILL BOX ASSEMBLY WITH DRAIN HOSE & SELF CLOSING VALVE (U-313) 6" CONCRETE SLAB (SEE DWG. J-5.0) D • • D . 4 4 2" GALV. 90' ELL 1" GALV. COUPLING WITH PLUG 1" GALV. COUPLING WITH PLUG 2" GALV. PLUG EXTRACTOR ASSEMBLY 4" SOLID SQUARE HEAD GALV. PLUG 1" CONDUIT TO MONITOR BOX 1" CONDIUIT TO BUILDING 4 • 4• 4 SAND OR PEA GRAVEL BACKFILL 2" GALV. PLUG EXTRACTOR ASSEMBLY WITH BLEED HOLE (U-321) ALUMINUM SUBMERGED FILL TUBE -3 7/8" 0.D. WITH GASKET(U-324) CONTRACTOR SHALL FIELD CUT LOWER END OF FILL TUBE AT 45' & INSTALL AS SHOWN. r 1" CONDUIT, PUMP BOX JUMPER 2" FIBERGLASS PRODUCT LINE SECONDARY CONTAINMENT BOOT(U-332) 4• 3", 3" LEAK DETECTOR TURBINE PUMPHEAD— SPECIFY DIA. OF TANK WHEN ORDERING PUMP (U-310) 16" DIA. MONITORING WELL BOX ASSEMBLY (U-316) 36"DIA. PUMP BOX, FRAME & COVER. (U-319) D : D :• .• - : :t . 3/4" CONDUIT TO BUILDING i • D 1 1/2" GALV. RISER 2" X 12" FLEX. CONN.(U-320) 1 1/2" GALV. COUPLING WITH PLUG 1" GALV. COUPLING WITH PLUG 1 1 •. . 4 2" BELL & MALE NPT ADAPTOR(2 PLACES) TANK SAND BED OR PEA GRAVEL 2" X 24" FLEX. CONN.(U-320) 4" PIPE SUPPLIED WITH PUMP EXTRACTOR ASSEMBLY WITHOUT BLEED HOLE (U-321) 2" GALV. PLUG DOUBLE TAP BUSHING (U-325) TYP. 2 PL. 1 SECONDARY CONTAINMENT BOOT(U-332) 2" FLEXIBLE CONNECTOR FOR TRUE ORIENTATION OF VENT LINE SEE PLAN VIEW ABOVE —`U" SAND OR PEA 'GRAVEL --irciLi7 • — —J J 12" TYP. TYPICAL PODUCT TA\K 1" CONDUIT TO PUMP BOX 1" MONITORING CONDUIT TO BUILDING 1" CONDUIT TO BUILDING FOR FUTURE GAUGE 2" FIBERGLASS VENT LINE FIRMCO 3" X 2" END CAP(2 PLACES) 3" X. 4" FIBERGLASS NIPPLE(2 PLACES) 2" BELL & MALE NPT ADAPTOR(2 PLACES) NOTES: 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS AND SHALL BE COVERED WITH A FIBERGLASS CAP(HAT) INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS UTILIZING WET RESIN. 2. ALL VERTICAL RISER THREADS SHALL BE WRAPPED IN FIBERGLASS 3" MIN. ABOVE EXPOSED THREADS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 3. ALL RISERS & SUMP DRAIN PIPING TO BE WRAPPED PER DRAWING J-0. 4. ALL LOCKABLE CAPS SHALL HAVE PADLOCKS KEYED ALIKE WITH THE EXCEPTION OF THE "FILL" CAP WHICH SHALL BE KEYED SEPERATELY. 5. TANKS SHALL BE TESTED AND INSTALLED- IN ACCORDANCE WITH MANUFACTURERS RECOMMENDA— TIONS AS WELL AS LQCAL ORDINANCES—SEE DWG. J-4.0. 6. ALL CONTAINMENT BOX ASSEMBLIES SHALL BE FIBERGLASSED TO TANK RING AND CAPABLE OF WITHSTANDING HYDROSTATIC TESTING. 7. DIESEL INSTALLATIONS: PLUG VAPOR RECOVERY AND PLUG DRYBREAK BUNG OPENINGS. SEE DETAIL 7. 8. ASSURE UNUSED PORTS ARE PLUGGED ON TURBINE AND LEAK DETECTOR. SERVICE STATION NUMBER SH. REFERENCE DRAWINGS NUMBER J-0 J-1 J-2 J-4 J-5 J-6 J-7 J-8 J-10 SPECIFICATIONS PIPING FIBERGLASS TANK INSTALLATI❑N SPEC'. SH. J-11 REFERENCE DRAWINGS WASTE OIL TANK TANKS • CONCRETE TANK REMOVAL SPECIFICATIONS TANK INSTALLATION DISPENSER—HOSE DETAIL SPEC'S. TANK DETAILS REV, NO, DATE REVISED DESTROY ALL PRINTS BEARING EARLIER DATE REV BY CKD. BY APP. APPROVED FOR CONSTRUCTION 1 6/29/87 REVISED MANWAYS AND NOZZLE LOCATIONS 2 11/30/87 REVISED FITTING & CONTAINMENT ARRGMNT, TAIT R.S. A.F.E. DATE SIGNED 3 11/21/87 GENERAL REVISION TAIT R,S, 4 8/5/88 REVISED PIPING ARRANGEMENT TAIT R.S, 5 1/24/89 REMOVED VAPOR RECOVERY, ADDED FLEX, CONN. CJM HES DRAWN BY TAIT CHECKED BYR.SCHWAE TRACED BY TRAC'G. CKD APP'D. APP'D SCALEt 1 = 1 -0 DATE 8-20-86 SECONDARY CONTAINMENT STANDARD DOUBLE WALL TANK INSTALLATION WITH RISER CONTAINMENT UNOCAL0 /3i0 -.S DRAWING NO. F13-490 J9.: SHEETS SHEET = h FILL 4' FILL CAP & TRUCK VAPOR RECOVERY CL CL FILL q TURBINE Q MONITORING WELL 2" GALV. NIPPLES TURBINE PUMP HEAD SPECIFY DIA. OF TANK NOTES 2" GALV. 90 ELL WHEN ORDERING PUMP (U-310) RiL,Th.) (1) TEST PORT-TO TEST INSTALL TESTING APPARATUS & PLUG ADAPTER (ll323) 1 GALV. C❑UPLING W/PLUGCONDUIT HAND TIGHTEN ONLY) DISCHARGE %i�i�i�iiii!% ii�■ BOTTOM THRU HOLE reit:-SIM.IIII�?�� O I ��. ° ° 410 (2) THRU HOLE-PLUG FOR TESTING, LEAVE 1 OPEN FOR NORMAL OPERATION 2" X 24" FLEX. CONN.(U-320) VAPOR CAP & 4x3" ADAPTOR 1" „ 2 250# GALV. UNION 1 1/2" GALV. COUPLING W/PLUG 1" GALV. COUPLING W/PLUG TIGHTEN (DRYBREAK) (U-322) i 1 4 FILL CAP & ADAPTOR (U-323) (HAND TIGHTEN ONLY) (HAND ONLY) vTK1 . �� ...,�I_ � �� 5Z , ,• �--� -'` • -' , __...� -- - ,-. ,�/L✓, i, , , , ,{ ,„,di . , _ , , , , , , , - - - _ , d D p p 1 . d `I I e. D I.4 _�1 •I I• D p D • • D S = I--17-1 1 .. . • •4• \ mi 5? _ _� _ �' , • • • • . • R1 . .. ii-• ' ' f I� 2" GALV. PIPE 1`I-I►•r, � 1 4" GALV. NIPPLE —�_ - ■■ �J _ - - I' I II 2" BALL VALVE i.�' 4"GALV. CPLG. � I ■■ �I-I► (U-329) „ 4' GALV. RISERS- i \ \ 4" GALV. RISERS - - - �, 3" FIBERGLASS III 3/4"CONDUIT TO BUILDING 44" DIA. SPILL .1 CONDUIT TO BUILDING �'� I PIPE -==- PCP" Nib ,-- CONTAINMENT BOX { ) d 1' CONDUIT TO PUMP BOX war* 8 „ „ 4x4 x2" VALVE EXTRACTOR , 1.114• I b Nor SEC CONT. ��0 Sot '41 „ ' i BOOT(U-332) •;� 4 PIPE SUPPLIED WITH PUMP 1 1 /2" GALV. RISER ASSEMBLY 2" GALV. PLUG - 1 - - --d q 1" COND. TO BUILD. 'ii -fes-' �� (U-321) �`- f L- •••. ••• iiii:i••, I!!�•'4'•�4'4"1"•��• " PLUG TEST-12" 2 X FLEX - - _ CONN. 0 (U-320) HOLES(TYP. FOR SINGLE CONN.{U-320) FLEX BOOT CONNECTOR(U-332). BAND TO FIBERGLASS NIPPLE 1 I SEE NOTE-1 WALL PIPE) -&& AND DOUBLE TAP BUSHING WITH SEE NOTE �� STAINLESS STEEL HOSE CLAMPS -2 •%%%%%• 1�%%%%% 1 f / \ / \ ' z-- _ ••:"111 1 L xx 4_I AND SILICONE SEAL.(TYP. 2 PLCS.) �+�-+ L_ - r — r— r--= 4•••10 .1 1 / i \ 40 ;•�•�• ❑ ` ' / % / 0 — — - — I -I- " 4 SOLID SQ. ••••••! FIBERGLASS LIBERALLY TO COMPLETELY COVER ALL 2" VENT-FIBERGLASS PIPE I I l � 4' S❑LID GALV, PLUG-FUTURE IN TANK GAUGING SQUARE HEAD SCALE: 1 1/2" = 1'-0" HEAD GALV. i 1••;•• PLUG ��1ii1i'. �;�:A. BARE METAL AREAS(TYP.) TAP FIRMCO 3" X 2" END CAP 0 0 ' I BALL FLOAT VALVE ASSEMBLY W/BLEED F 4" SOLID SQUARE HEAD _ _ _ - -2" DBL BULK HD. FLG. • •�1%i (U-325) TYP- 2 PLACES " „ r--I - - 3 X 4 FIBER- / GLASS NIPPLE r . , 4"x4"x2"x2" ASSEMBLY (U-321) VALVE/EXTRACTOR W/0/ BLEED HOLE 2" CONN.(U-320) X 24" FLEX. I 2" BELL AND MALE NPT ADAPTOR (2 PLACES) SCALE 1 1/2" = 1'-0" HOLE HOLE (U-321)-L GALV. PLUG-4 FUTURE IN TANK GAUGING SCALE 1 1/2" = 1'-0" DETAIL 7 - DIESEL DETAIL 2-D.W. TANK WITH STAGE II VAPOR RECOVERY DETAIL 3 - DOUBLE WALL TAN< AND DOUBLE :WALL PRODUCT PIPE SEE DETAIL 3 FOR COMMON ITEMS/MATERIALS `�• SS �C�\�\y� Q �F, �� 4_ \l 'P� �� 111 .III, II fl � � '1�� . ^ �� ' t `� ,)Q• p� pON �F�J.� P�\�G \S;� \A\ ,,..,_\\ �� ¢,�� o J� ®�-1 GQ\.G�P�J�4' �P -c' \-- ' o`�e��G G VV - �V AQ • �� CP' °'d C,'" y\Q \' c,' `L� \- ': L �J. GQ' �� \,. 0- S ��c'�PF, ., \� ��I ` SCALE: 1 1/2"= 1'-0" ASPHALT PAVING CONC. BASE IN o,., I REMOVE INSTALL MANHOLE TANK. j EXISTING AND SPILL CONTAINMENT FOR FILL ON EXISTING " 3/4 CROWN 1 REINSTALL EXISTING FILL CAP AND ADAPTOR JN N N NN. N. N N N N N% N N N N N ss N. N N\� N '� 7 � •• ' II'' ATTACH VENT RISERS SECURELY TO SUPPORT -A U- _�•I •- _ /- � ■■ .■ •.•.:'b.''•c, •: .4.- 4 `. ;� is ra-'.4•• •;. si � _•b• Li• P� • eeoeeeeeeeeee d e eeeepu$eeee 2"WELDED PIPE `,' = b q. p 4 : ' -1 _ e a eoea a eo $ � °° °" eve eoe 1- � Fra 6" _ 6" 6" ooe e a ee oeeoo e e eeeee a o oee$eeeoejriii = pees e e e ee a ees — -1[=' =J = L-- = lW 1=1 =Jr- I = I E I II _ i—►�Il�llkee s ee"e uv CO e e ape 0 0 e e OedCll—I�Ih� e e e ea.:: a eee o o e eee eee " I. 2" GALV. VENT RISERS-SEE G.A. FOR QUANTITY - - Q I 11 - 1� MIN. • • MIN. : MIN. ' '- X11' - T1 ' 18" GRAVEL ;eo 0 o e POCKET o o eo e ne e e ee O eO ee O e0 O o acte ase ee pees e e e e pe O O ea 0 ee eee - roil or (J\/ . ■� _• � i 1 - ' • SEC CONT. BOOT(U-332) �•• i�%i4 �: MODIFY EXISTING RISER0 1 11-11•111i ' -.-- PIPE AS NECESSARY = I - I •••=JP SECONDARY SECONDARY CONTAINMENT FIBERGLASS PRODUCT PIPE PRIMARY SINGLE WALL FIBERGLASS FIBERGLASS PRODUCT PIPEWALLPIPE)hill1:. �I- i Mk&. SAND OR PEA GRAVEL BACKFILL DO NOT USE CRUSHED ROCK. SCALE1 =0I1`` 6" MIN. " 12 X 3 CONCRETE FOOTINGS GRADE — eIIId I I— 1) II.t.r "413111r L_ _ - `.::.:..:• :•, " „ •A• •••'� 2 X 24 FLEX. -C • % V= MODIFY EXISTING FILL TUBE AS NECESSARY • x - - - - -- CONN.(U-320) PLUG TEST HOLES (TYP. FOR SINGLE , 1 IIM Di1i• I q . LI b • b q D b I iF �'T-Q'o& ! SCALE 1"= 1'-0" DETAIL 9 — STANDARD BACKFILL ' i 'b' . '`,70 SERVICE STATION . o SCALE: 3/4"= 1'-0" SCALE: 1 1/2"= 1'-0" DETAIL 4-D.W. TANK & SINGLE WALL PRODUCT PIPE W.O. VAPOR RECOVERY DETAIL 5 - SPILL CONTAINMENT MANHOLE DETAIL 6 - VENT RISER AT BUILDING WALL DETAIL 8 - FREE STANDING VENT RISER SUPPORT NUMBER SH. REFERENCE DRAWINGS NUMBER SH. REFERENCE DRAWINGS REV' N❑. DATE REVISEII IIESTRDY ALL PRINTS BEARING EARLIER DATE REV BY CKD. BY APP. APPROVED FOR CONSTRUCTI❑N DRAWN BY TAIT - P E C ❑ N T A SERVICE S T A T III T R ❑ L E U M PIPING I N M E N T AND TANK, WITHOUT VAPOR RECOVERY N RISER , DETAILS I CHECKED BY �SC""''`B A.F.E. DATE SIGNED 1 6/29/87 REVISED DETAILS N0.2 AND 3 J-0 SPECIFICATI❑NS J-11 WASTE OIL TANK TRACED BY 2 11/87 ADDED DIESEL DETAIL, REVISED FITTING & TAIT R.S. ,.. J-1 PIPING C❑NTAINMENT ARRANGEMENT J-2 FIBERGLASS TANK INSTALLATION SPEC' TRAC'G. CKD: 3 1/21 GENERAL REVISION J-4 TANKS - APP'D 4 8/5/88 ADDED DET. 4 & REVISED PIPING ARRANGEMENT , TAITR.S. J-5 CONCRETE - - DRAWING NO. APPJ-7 5 12/20/88 REVISED DET. 3 & 4. ADDED 5, 8 & 9. CJM HES J-6 TANK REMOVAL SPECIFICATI❑NS F I -' f 9 O J 1 O F O TANK INSTALLATI❑N scALE=UNOCAL J-8 DISPENSER-HOSE DETAIL SPECS. DATE 2-2-87 = J-9 TANK INSTALLATI❑NS /3 7/O SHEETS' SHEET .tIPS ��-1 7 - /002- & 7-/002- < h VENT LINE -2 X 12 FLEX CONN. n �O, (U-320)(TYP. 2 PLACES) A '14 -STAINLESS STEEL CLAMP /� V (TYP- 4 PLACES) �`+\ FLEX PIPE 3 DIA. X 4 LONG FIBERGLASS A VENT LINE] . ',O lir& � �, 2"X12"FLEX-CONN. A �► (U-320)(TYP. 2 PLACES) ' � STAINLESS STEEL CLAMP A (TYP. 4 PLACES) -� .•;� � 3 DIA. X 4 LONG II O 00 4, \S�\I`.;. �� .S00 GP,P��'— °1�� PG•S p, 800T U 332)—� A 4 (TYP. 2 PLACES) �s❖. FIRMCO 3" X 2" END 4 CAP W/CLAMP(TYP. 4 PLACES)m.'' ::• ••., NIPPLE(TYP. 4 PLACES) ``�\ .. �iyy 2" BELL & MALE NPT ADAPTOR A ••� (TYP. 4 PLACES) •�'• 4" GALV. COUPLING FLEX PIPE BOOT U-332 4 (TYP. 2 PLACES) '../. FIRMCO 3" X 2" END CAP W/CLAMP(TYP. 4 PLACES) ��•'�: A% F•�' FI FIBERGLASS !�\ NIPPLE(TYP. 4 PLACES) 2" BELL &MALE NPT ADAPTOR 4 (TYP. 6 PLACES) ° 4" GALV. COUPLING 4� Gp�Q\�\,G Q�� G's �' r\\Q % -, :: ;;::.-, , 1� ,'��`•�'•• .•;;�:; ;;;., '•'l:; f• '' WITH PLUG*.'" '� (HAND TIGHTEN ONLY) 4 �� 2" BELL &MALE NPT ADAPTOR % . \/ `' ��•'•'��q °'•- WITH PLUGco '' (HAND TIGHTEN ONLY) _ \, tel. . . kY f GP �'p J e� GPS e REMOTE FILL =� - ,\ ' �' .\ W ► • 1 1 /2" GALV- COUPLING ` , 2 X 24 FLEX- CONN. Q WITH PLUG `� U-320 TYP. 2 PLACES • ( )( REMOTE FILL A. .4k A' ql• " s..,' ,\ '' �� ___ •= 2"BELL &MALE NPT ADAPTOR • _-- w, (i. GP\� Gl `l- \-O' O c A �. W1;u► �. /'` �► 1" GALV. COUPLING i` WITH PLUG �' 1/.�, ► ► •�' 2"X 24"FLEX. CONN. • \� �► `6 , GP �Q` �\\-•- FLEX BOOT CONNECTOR. BAND /� TO FIBERGLASS NIPPLE /`�\ �►��,_:,, • ��' ® i �1 �� FLEX BOOT CONNECTOR. BAND TO FIBERGLASS NIPPLE/ , • I ll'`... * - (U-320)(TYP_ 2 PLACES) ��`' `It^� �� \�� f �-�P� ` �� pt2 �`' S Q' c\ -P 0 ' WITH STAINLESS STEEL HOSE CLAMPS AND SILICONE SEAL- VAIN �� p ,•• •'�• 1 • ••••„ 41 /`+\ WITH STAINLESS STEEL HOSE CLAMPS AND SILICONE SEAL_ •• ,... �,P`' �O F� P\' G �), F\0 �� F\R)00 -� `L04\, ' • "TOTAL `N. 2 TOTAL CONTAINMENT UNISEAL GROMMET U-340 GROMMET(U-340) '••''� .. �� •3t?A - 2" CONTAINMENT" UNISEAL GROMMET(U-340) .o• ;.;.:Nt iiIi# ` •• ), Q63 +. TANK VENT RISER 16" DIA. MONITORING 4" FILL CAP & 4" GALV. PIPE PLUG WELL BOX ASSEMBLY 4" FILL CAP & TANK VENT RISER DETAIL -VENT RISER ASSEMBLY ` 1"=1'-0" ADAPTER(U-323) ADAPTER(U-323) 4n GALV. PIPE PLUG 6" CONCRETE SLAB (HAND 30"BOX," TIGHTEN ONLY) t II t (U-316) 6" CONCRETE SLAB (HAND TIGHTEN ONLY) -BOX, (SEE DWG. J-5.1) FRAME & COVER(U-312) . (SEE DWG. J-5.1) 30"DIA. FILL FRAME & COVER(U-312) 2" GALV. PIPE PLUG i 3 "Y 31, "� 3 " 12 � � \ pm - I t ' f , ' SLOPE t co n 111112" GALV. COUPLING "-'C-a . ' .I. 1� rte-- I •\ 4 r �3.Y' .. -IN-_ 4 \ ,_:<_.21 t —d Y' ..4 • _ - - •--� . r. �F 7 �� 2" PIPE GALV. 4--- 4 G I I 4 rn 4 0 RISER 4 rn ��\ 4 t .I •D I •. \ d D /\/\//\/` ,, 4 \/ \'/./< ala. \ `. .... ti A. LUBE ROOM • • �� I i \�i /�icor • l � ( , i • \. ,\\,\ /*, F�OORF 4'-0" TANK BUR • SAND BACKFILL • • 4'-O" TANK BUR • _ �% 1" MONITORING CONDUIT SAND BACKFILL • OR PEA GRAVEL------..„:..... 1 / OR PEA GRAVEL -----....c.. 4" GALV. PIPE S ' ' '; - ' TO BUILDING. �� - a : a. a: o . : v t 4" GALV. PIPE t I' • �.� . - o :. o 2" "TOTAL CONTAINMENT" "TOTAL 2" CONTAINMENT" UNISEAL GROMMET(U-340) �; • - . UNISEAL GROMMET(U-340) 0" • 2" FIBERGLASS LINE SLOPE DOWN 1/4 PER 1 1 GALV. • " 2" REMOTE FILL #1• I• :i%1 E:::.:::.: /2" " �::::.41 •: ::•:-:•..• FOOT. -FIBERGLASS s:: ,❖•, '%:� '::• - RISER 2 -FIBERGLASS REMOTE FILL ••.- .0 •o•••, ��V •::. (OPTIONAL) SLOPE UP TO RISER .:: (ORTIONAL) SLOPE UP TO RISER t ::: - 1111 � � � � TO TANK /��iC 1/4" PER FOOT• N. •••• ❖:: 1 /4" PER FOOT. :•:• � :❖ : - • - o•:. •\ :••: •••• 2- BELL & MALE ,•.: :: .. 2 • X 24"FLEX BELL & MALE �.•k �. t:1y: 2 NPT FIBERGLASS N.P.T. ADAPTOR ' :❖: �•.2 o :❖: N.P.T. :❖: v ❖:•: 2" X 24" FLEX. TAPPED & PITCHED PLACES) 4 •� ':: ... !� �•• : ... CONN.(u-320)ADAPTER(BELLMALE) 1 _ADAPTOR 4 •• ... :.. �� •• ::: CONN.(U-320) � & OUTLET .(2 . :•::11*11 11,i •(2 PLACES) • _ ... 1 1/2" GALV. PLUG - '•:49911 30"DIA. FIBERGLASS PIPE •::•11» 30"•DIA- FIBERGLASS PIPE t Mt • - ) •':9 ► le II F I "'; ' DETAIL—DRAIN RISER ASSEMBLY 1"=1'-0" . •- •• 4"x4"x2"x2" EXTRACTOR ASSEMBLY WITHOUT BLEED HOLE. ° 4 - 4"x4"x2"x2" EXTRACTOR ASSEMBLY WITHOUT BLEED HOLE•. ° W . • (U-321) L _ jj . . . - • .. : (U-321) • • • • . - iv \\�/\• `/ \% : • . . . . . SAND BED OR PEA GRAVEL•\/ • \// \� . t- iv \�/�• j\� //� - - • ; - . • • • . . .• - - - . SAND BED OR PEA GRAVEL • . . - .\\ j\\/ �/ 12" TYP- 12" TYP. / TYPICAL WASTE OIL TANK / TYPICAL WASTE OIL TA\ DOUBLE WALL SCALE: 1" = 1'-O" SINGLE WALL SCALE: 1" = 1'-0" SERVICE STAT.I0N • REV, DESTROY NUMBER SH. REFERENCE DRAWINGS NUMBER SH. REFERENCE DRAWINGS NO DATE ALL PRINTS REVISED BEARING EARLIER DATE REV BY CKD. BY APP. APPROVED FOR CONSTRUCTION DRAWN BY TAIT \ / SERVICE S T A T I ❑ N P E T R ❑ L E U M PIPING J-0 SPECIFICATIONS J-10 TANK DETAILS 1 6/29/87 REVISED NOZZLE L❑CATI❑N A.F.E. DATE SIGNED = CHECKED BYR.SCHWAe J-1 PIPING 2 11/87 REVISED SLAB & DELETED VENT FLEX CONNECTOR TAIT - - - WASTE ❑ IL TANK J-2 FIBERGLASS TANK INSTALLATION SPEC'S TRACED BY 3 8/1/88 GENERAL REVISION TAIT J-4 TANKS A 1/20/89 ADDED FLEX CONNECTOR. REPLACED "PLASTI-SLEEVE" JTM - TRAC'G. CKD. WITH M ❑NIT ❑ R - J-5 CONCRETE - - - WITH FLEX BOOT CONNECTOR.- I APP'D J-6 TANK REMOVAL SPECIFICATIONS ,•.. - DRAWING N0. - - APP'D. J-7 TANK INSTALLATI❑N - - - Q J-8 DISPENSER -HOSE DETAIL SPECS. _ SCALE' NOTED UNOCAL FI 3- 4 7 0 J 11 A _ J-9 TANK INSTALLATIONS ' - DATE 1 -3n -R7 & 7-/002- F.\RE—FUEL\298036\SHEETS\036cs1-1 DWG P.MAHONEY TOSCO MARKETING COMPANY A DIVISION OF TOSCO CORPORATION A LICENSEE OF BP OIL AIV ENVIRONMENTAL PROTECTIO x' MODIFICATION PROJECT 4 4 A B. AC. ACOUS. AD, ADD. ADJ. AFF. AGGR ALT. ALJALUM_ ANOD. APPROX. ARCH ASS. ASPH. BB. BD. BLDG. BLK BLKG. BM. BM. _SOT. B.U.R. BRKT. GAB_ C B. CEM. C.G CH. CI CHB Q CLG. CLR C.M.U. C O. COL. CONC. CONN. CONSTR. CONT. CPT. CSO. G.T. CTR. CTSK CNTR C_W 5 CVL. DBL. DEPT. DET. DF. DIA. D IFF. DIM. DN D.O. DR D5 DUP. DWG OWL. E. EA. E.I F.S. E.J. EL. ELEC. ELEV. ELVTR. ENOL E.P E.PB EQ EQUIP. E.W.G. E.W.H. EXIST EXPO. EXT. FD. FON F.E. FEC F H. FHC FJ -105E FPU15 FIN. FLASH F.L. FL R. FLUOR. FOB. FOC. AND ANGLE AT ANCHOR BOLT ASPHALTIC CONCRETE ACOUSTICAL AREA DRAIN ADDENDUM ADJUSTIBLE ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECT/ARCHITECTURAL ASBESTOS ASPHALT BULLETIN BOARD BOARD BUILDING BLOCK BLOCKING BENCH MARK BEAM BOTTOM BUILT UP ROOFING BRACKET CABINET CATCH BASIN CEMENT CORNER GUARD CHANNEL CA5T IRON CHALK BOARD CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CARPET CASED OPENING CERAMIC TILE CENTER COUNTERS INK/COUNTERSUNK COUNTER COUNTERSUNK WOOD SCREW CYLINDER DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DOWN DOOR OPENING DOOR DOWN SPOUT DUPLICATE DRAWING DOWEL EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION (SPOT) ELECTRICAL ELEVATION ELEVATOR ENCLOSURE ELECTRICAL PANEL ELECTRICAL PANEL BOARD EQUAL EQUIPMENT ELECTRIC WATER COOLER ELECTRIC WATER NEATER EXISTING EXPOSED EXTERIOR FLOOR DRAIN FOUNDAT ION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE N05E CABINET FIRE H05E FLAT HEAD WOOD SCREW FINISH FLASHING FULL LENGTH FLOOR FLUORESCENT FACE OF BRICK FACE OF CONCRETE/C.M.U. ABBREVIATIONS F 05. F.0.W FR FRM'G. F.R.P. F.5. FT. FTG. FURN FURR GA. GB GALV. G.0 G t. GL. GND GP. GR G.W.B. GYP. NB. H.C. I-IDCP. HDWD. l-IDWR. 1.411. NORI Z. 14.P L. HR. HT. NTG. HTR _ID. LM IN, INT. INST. INSUL. I.P.S. IRRIG. JT. KD. KDN. LAM. LAV. LB. LOC. MAT. MAX. MEMS. MECN. MFG. M.H. MIN. MISC. M O. MOD. MTD. M45 MTL. - N. N.I.C. NO, NOM N T.S. 0/ O.C. OD. OF. - OPNG OPP. PART, P.B.D. PERP. R. PLAS. PLYWD. PN. PP. PR P.S P.T. P.TD. P.T.R. P.TDJR. P.V.C. Q T. R RA RD. REC. REF. RE INF. REQ'D. REF. REV. RFG RN. RM. FACE OF STUD FACE OF WALL FRAME FRAMING FIBERGLAS REINFORCED POLYESTER FULL SIZE _ FOOT/FEET FOOTING FURNISH FURRING GAUGE GRAB BAR GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GLASS GROUND GROUP - GRADE GYPSUM WALL BOARD GAS WATER NEATER GYPSUM POSE BIBB HOLLOW CORE _ HANDICAP HARDWOOD I-IARDWARf HOLLOW METAL HORIZONTAL NIGH PRESSURE LAMINATE POUR _ - NEIGHT HEATING NEATER _ INSIDE DIAMETER INSULATED METAL INCH/INCHES -- INTERIOR INSTALL/INSTALLATION INSULATION INSIDE PIPE SIZE IRRIGATION JOINT KILN DRIED KNOCKED DOWN LAMINATED LAVATORY POUND LOCATED/LOCATION - MATERIAL- MAXIMUM ATERIAL-MAXIMUM MEMBRANE MECHANICAL MANUFACTURE(R) MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MODULE/MODULAR MOUNTED MIRROR 4 SHELF METAL NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OvE R ON CENTER - OUTSIDE DIAMETER OVERFLOW OPENING OPPOSITE - PARTITION PROVIDED BY OWNER PERPENDICULAR PLATE PLASTER PLYWOOD PAINT POWER POLE PAIR PURSE 51NELF PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE P.TD. 4 P.T.R - POLY VINYL CHLORIDE QUARRY TILE RI SE RS/RAD IUS RETURN AIR ROOF DRAIN RECOMMENDED REFERENCE REINFORCE/REINFORCING REQUIRED REFRIGERATOR REvISE/REVISION ROOFING ROBE HOOK ROOM RT.0 RWD. R.W.L. 6. 5A. S.C. SCHED. SECT. SEL 5 D. SF 6H SPT. SI-4TG. 51 -IW. SIM. 511 5ND. SNR SPEC. SQ. 56 SW5 55.G. ST. STL. STD. STL. STRUCT. SUSP. 5 4v. SvC. SYM S/W T. TB. T C. TEL. T4G TI -4K TJ. T.OF TP. T.OP. TPD. T.S CD T.S.G T.T P.G. T.UJ. T.O.W. TVP. U.B.C. UNF. UN.O. VENT. VERT. v.GDF VOL v.T R. V.W.G. W W/ We W C. WD. W.F. WIN. W/0 WP. WR WSCT. WT. W T.W WWF. ROOF TOP UNIT REDWOOD RAIN WATER LEADER SOUTH SUPPLY AIR SOLID CORE SCHEDULE SECTION SELECT SOAP DISPENSER SQUARE FOOT/FEET 5HELF 5HEET SHEATHING SI-IOWE R SIMILAR SHEET METAL SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTICAL SPECIFICATIONS) SQUARE SANITARY SEWER/STAINLESS STEEL STORM WATER SEWER SINGLE STRENGTH GLASS STAINLESS STEEL STAND ARD STEEL STRUCTURAL SUSPENDED STAIN 4 VARNISH SERvICE SYMMETRICAL SIDEWALK TREAD TOWEL BAR TOP OF CURB TELEPHONE TONGUE 4 GROOVE THICK TOOLED JOINT TOP OF FOOTING TOP OF PAVEMENT TOP OF PLATE TOILET PAPER DISPENSER TOILET SEAT COVER DISPENSER TEMPERED SHEET GLASS TINTED TEMPERED PLATE GLASS TOP OF WALL (SITE) TOP OF WALL (BLDG) TYPICAL UNIFORM BUILDING CODE UNFURNISHED UNLESS NOTED OTHERWISE VENTILATION VERTICAL VERTICAL GRAIN DOUGLAS FIR VOLUME VENT THROUGH ROOF VINYL WALL COVERING WEST WITH WOOD BASE WATER CLOSET WOOD WIDE FLANGE WINDOW WITHOUT WATERPROOF(I NG ) WATER RESISTANT WAINSCOT WEIGHT WALL TO WALL WELDED WIRE FABRIC WELDED WIRE MESH • 13310 INTERURBAN AVE, TUKWILA, WA 98168 GENERAL NOTES 1- CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO PERFORM WORK AS INDICATED IN THE PLANS. 2. CONTRACTOR IS TO VISIT SITE PRIOR TO BIDDING AND VERIFY ALL CONDITIONS THAT MAY AFFECT THE PROJECT 3.CONTRACTOR SHALL CLEAN-UP AND PAUL AWAY DEBRIS ON A CONTINUOUS 54615, INCLUDING BUT NOT LIMITED TO, ALL PAVING AND EXCAVATED SOILS. 4.CONTRACTOR SHALL NOTIFY TI -4E OWNER OF ANY EXISTING CONDITIONS NOT NOTED ON PLANS WHICH WOULD ADVERSELY AFFECT THE PROJECT PRIOR TO PRO- CEEDING WITH THE WORK s S.CONTRACTOR IS RESPONSIBLE FOR ALL bAMAGE (ABOVE OR BELOW GRADE) TO TI -415 FACILITY DURING CONSTRUCTION WHICH 15 A RESULT OF THE CONTRACTOR'S ACTIVITY. 6 PLANS ARE NOT TO BE SCALED. IF A DIMENSIONAL DISCREPANCY EXISTS, CONTRACTOR 15 TO NOTIFY THE OWNER PRIOR TO PROCEEDING WITH THE WORK AFFECTED 1 -CONTRACTOR TO PROVIDE ALL TEM- PORARY SNORES AND BRACING NECESSARY TO MAINTAIN THE STRUCTURAL INTEGRITY OF TI -4E FACILITY DURING CON- STRUCTION SUCH TEMPORARY SHORING AND BRACING SHALL MEET ALL APPLICABLE CODES AND ORDINANCES S CONTRACTOR 51 -TALL BARRICADE AREAS FROM PUBLIC ACCESS WHERE WORK 15 BEING COMPLETED IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 9 ALL TOSCO MARKETING COMPANY -SUP- PLIED EQUIPMENT SHALL REDELIVERED TO THE CONTRACTOR'S WAREHOUSE CONTRACTOR SHALL DELIvER SUCH EQUIP- MENT DAMAGE -FREE TO THE JOB SITE. 10 PRIOR TO EXCAVATION, DETERMINE AND vERIFY LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK 12. THE GENERAL CONTRACTOR SHALL APPLY FOR, PAY FOR, AND PICK UP ELECTRICAL, H V A.0 AND PLUMBING PERMITS THE GENERAL CONTRACTOR SHALL BE RE- SPONSIBLE FOR ALU FEES AND WILL NOT BE REIMBURSED FOR SAID FEES 13. ARCINITEKTON SHALL APPLY FOR ALL THE BUILDING, N V.A.C., PLUMBING; FIRE AND ENvIRONMENTAL HEALTH PERMITS/REvIEWS. 14. THE GENERAL CONTRACTOR SHALL: PROVIDE TOSCO MARKETING COMPANY CONSTRUCTION MANAGER WITH A CON- STRUCTION SCHEDULE, PROvIDE A QUALIFIED JOS SUPERINTENDENT THROUGH- OUT THE WORK, PROVIDE TOSCO MARKETING COMPANY WITH PHOTOS SNOWING PIPING AND ELECTRICAL TRENCHES PRIOR TO BACKFILL, AND RECORD DRAWINGS REFLECTING SAME. 15. UNLESS STATED OTHERWISE, ALL PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. L 16 UPON COMPLETION OF THIS PROJECT CONTRACTOR SHALL PROvIDE OWNER WITH A SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS ALL "AS - BUILT" MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PRINTS ALL FIXTURES AND EQUIPMENT SUPPLIED AND INSTALLED AS PART OF THIS PROJECT MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE UNITED STATES OF AMERICA "AMERICANS WITH DISABILITIES ACT OF 1990" AND TI -4E STATE OF WASHINGTON "STATE BUILDING CODE/CHAPTER 31 ACCESSIBILITY". IT 15 THE EQUIPMENT MANUFACTURER'S, SUPPLIER'S AND INSTALLER'S RESPONSIBILITY TO ENSURE COMPLIANCE 'WITH SAID STATUTES BOTH AS SUPPLIED TO AND AS INSTALLED ON THE PROJECT SITE/IN THE PROJECT BUILDINGS. PROJECT INFORMATION & DIRECTORY PROJECT ENvIRONMENTAL MODIFICATIONS 13310 INTERURBAN AVE TUKWILA, WA 9S165 OWNER TOSCO MARKETING COMPANY 601 UNION St. Ste. 3920 SEATTLE, WASHINGTON 58101 CONTACT: JOHN PATTON TEL: (206) 442-1321 / (916)55E3-1612 FAX- (206) 442-1415 / (9I6) 446-2559 ARCHITECT: ARCHITEKTON 12951 BEL -RED RD. Ste 110 BELLEVUE, WASHINGTON 98005 CONTACT. ARNP BAILEY TEL- (425) 631-1001 FAX: (425) 631-1008 ASSESSORS PARCEL NUMBER ZONING OCCUPANCY GROUP. SEPARATION REQUIREMENTS. LOT AREA PERMIT JURISDICTION. APPLICABLE CODES - 000300 -0113-0I 000300-0113-84 M-1 BUILDING M FUELING CANOPY: 53 BUILDING TO FUEL DISPENSING CANOPY FIRE SEPARATION NOT REQUIRED PER. USC. SECTION 3112.32 4 TABLE 54. 0 58 ACRES CITY OF TUKWILA 1594 UNIFORM BUILDING CODE 1994 UMC 1994 UPC 1994 WA. STATE ENERGY CODE 1994 WA . STATE ACCESSIBILITY CODE 1993 NEC GENERAL CONTRACTOR SCOPE OF WORK GC TO PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE PROJECT AS ILLUSTRATED AND REFERENCED ON THE CONSTRUCTION DRAWINGS WORK 15 TO BE A COMPLETE "TURN KEY" PROJECT AND IS TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING 1. CONSTRUCTION OF ALL WORK AS ILLUSTRATED OR CALLED FOR ON THE CONSTRUCTION DRAWINGS, INCLUDING BUT NOT LIMITED TO: A - REMOvE EXISTING PRODUCT DISPENSERS AND STORE FOR RE -USE. B - DEMOLISH EXISTING FUEL ISLANDS ONLY AS NECESSARY TO INSTALL NEW BRAVO BOXES. C - INSTALL NEW BR4v0 BOXES IN MODIFIED FUEL ISLANDS/UNDER EXISTING (TO BE RE -USED) PRODUCT DISPENSERS AND REPAIR FUEL ISLANDS AS NECESSARY. D - CONTINUE/EXTEND EXISTING PRODUCT PIPING, ETC. TO/FROM NEW BRAVO BOXES E - RE -INSTALL EXISTING PRODUCT DISPENSERS. F - PAINT EXISTING FUEL ISLAND FORMS BP DARK GREY. G - EXCAVATE TO TANK TOP (ALL FUEL TANKS) AT TURBINE LOCATION AND INSTALL NEW TANK TOP PACKAGE TO INCLUDE NEW TURBINE CONTAINMENT, NEW TURBINE AND NEW FLEX CONNECTIONS. H - CONTINUE/EXTEND EXISTING PRODUCT PIPING, ETC. TO/FROM NEW TURBINE CONTAINMENT SUMPS, ETC I - ADD SPILL CONTAINMENT SUMPS TO EXISTING STAGE 1 RISERS (EACI-4 TANK). J - INSTALL NEW 0.P.W OVERFILL TUBES/SEE GENERAL NOTE 12 ON SHEET FS1.t. 2 COORDINATION AND PREPARATION OF/FOR THE WORK TO BE PERFORMED BY TOSCO MARKETING COMPANY AND OTHERS. SEE "TOSCO MARKETING CO AND OTHERS SCOPE OF WORK". • NOTE TO THE GENERAL CONTRACTOR THE LOCATION AND DEPTH OF THE EXISTING FUELING CANOPY COLUMN FOOTING(5) AND STORM DRAIN LINES) 15 UNKNOWN. GENERAL CONTRACTOR 15 TO DETERMINE IF A CONFLICT EXISTS BETWEEN SAID FOOTINGS) AND LINES) AND THE NEW BRAVO BOX(E5) INSTALLATION AND REPORT SAID CONFLICT TO THE TOSCO MARKETING COMPANY CONSTRUCTION MANAGER PRIOR TO TI -4E PARTIAL OR COMPLETE DEMOLITION OF THE EXISTING FUEL ISLAND(S). GC 16 NOT TO START-UP DISPENSERS, VEEDER ROOT, MICRO MAX, -ETC. WITHOUT ON-SITE COORDINATION WITH AN AUTHORIZED TOSCO MARKETING COMPANY MANUFACTURER REP. GC WILL BE RESPONSIBLE FOR WIRING, BUT WILL NOT APPLY POWER TO SYSTEM. GC WILL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED EQUIPMENT IF POWER IS APPLIED WITHOUT AN AUTHORIZED MANUFACTURERS REP. PRESENT. ACCEPTED Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Prevention Bureau for conformance with current cl standards. Acceptance is subject to errors and omissions which do not authorize violations of ado standards and ordinances. The responsibility for t adequacy of design rests totally with the designer. Additions, deletions or revisions to these , r- • s after this date will void this acceptance and resubmittal of revised drawings for subs Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date: Slihl4S' By: C�,a✓ INTERURBAN AVE S 48TH AVE S SO@ SITE N VICINITY MAP J SHEET NO. C51.I SHEET INDEX SHEET TITLE COVER SHEET FUEL SYSTEM FS1.I FUEL SYSTEM SITE PLAN F5I.2 FUEL SYSTEM SPECIFICATIONS FS13 FUEL SYSTEM SCHEMATIC LAYOUT FS1.4 FUEL EQUIPMENT SCHEDULE 4 DETAILS F51.5 FUEL EQUIPMENT DETAILS FSl.6 FUEL EQUIPMENT DETAILS 4 ELECTRICAL NOTES FSI.1 ELECTRONICS WIRING DIAGRAM AND DETAILS TOSCO MARKETING CO. AND OTHERS SCOPE OF WORK I. PROvIDE ALL EQUIPMENT, ETC. INDICATED IN KEY NOTES AS "PROVIDED BY". 2_ INSTALL ALL EQUIPMENT, ETC. INDICATED IN KEY NOTES AS "INSTALLED BY". REVISIONS REVISED APP OUT TO BID ISSUED FOR CONSTRUCTION TOSCO MARKETING COMPANY ENVIRONMENTAL MODIFICATIONS 5522 REGISTERED COVER SHEET JOB NO 298036 • - IS 12951 Bel -Red Rd. 110 Bellevue. WA 98005 425 6371007 T F 425 6371008 13310 INTERURBAN AVE S 98 -UG -327 www archttekton com SCALE NA uEE 30128 / 11054 TUKWILA DRAWN P MAHONEY yTE. 1/28/98 = CHECKED BY T HALL DATE 1/28/98 C S1.1 C� CLI: fi 0 0 to 0 O L.1 r) w N coton 0 rn O 0 °' \ N M J Z AA LOCATKIN OF CORNER As COMPUTED FROM WASHINGTON STALE DEPARTMENT OF TRANSPORTATION MC14I- OF-WAY MAPS • IAA 78'58'08" • GRASS GRASS 90'00'00" Mrs 0-0 Is ag PRIMA Y STA TE HI END OF NETAL GUARD RAL 90 : /- NON BP SIGN END Or 6E7 AL GUARD RML ONASS S 51.37' 52" META R TANK FILL 500 GAL IUEL OL TANK FU_ 500 ON WASTE OL AWA r HUM&E R 203. 76' "ma stock, 1 1 _ TANK \ENT PPES ONE STORY BRICK BUILDING 45.0. 9f 6 CONCRETE Sue a CONCRETE WAN 00 TYP. 0 O© r TYP. TYP. L J (S74TE ROUTE N LOCATION Cr NIGHT- OF- WAY AS COMPUTED FROM WASHINGTON STATE CEPA/WENT OF TRANSPORTATION RICHT-OF-WAY MAPS . _ PHONE 900714 oN CONCRETE SLAB NTH GUARD POSTS LOCATION OF RIGHT -OF- WAY COMPUTED FROM WASHINGTON STATE DEPARTNENT OF TRANSPORTATION RION7- OF-WAY MAPS S. ANON 0N4M1s"``b+a ▪ G▪ RAys \ 0 I I 0 0 0 O O O 411 0 N 40' 36' E 200.00' am MIND 11111111121111111 ©O 11 TYP. TYP. r 0 TYP. TYP. TYP. MOBIL !ON 0114 PRICE SIGN e 101'01'52' mi O Z PERMANENT EASEMENT 90'00'00' __ L�� • SANITARY SERER MANHOLE FLOODED -CON(M TE BLOCK %Ay 48TH AVENUE SOUTH GRAPHIC SCALE ( IN FEET ) 1 Inch = 20 ft SITE PLAN NORTH JOB. NO. 295036 i 1"=20' TRUE PONT OF BE WINING 9URETOR S DESORPTION KEY NOTES ITEM NO.: DEMOLITION BY GENERAL CONTRACTOR REMOVE EXISTING MPD'S AND STORE FOR RE -USE. 2. REMOVE PORTION OF EXISTING DOGGONE FUEL ISLANDS AS/IF NECESSARY TO INSTALL NEW DISPENSER CONTAINMENT (BRAVO) BOXES. 3. REMOVE PORTIONS OF EXISTING CONCRETE SLABS AND ASPHALT PAVING AS/IF NECESSARY TO REMOVE EXISTING U S.T.S, EQUIPMENT, ETC. AND INSTALL NEW U.S.T.S, EQUIPNMENT, ETC. NOTE: REMOVE EXISTING CONC. SLAB TO EXISTING EXPANSION OR CONSTRUCTION JOINT IF REQUIRED DEMOLITION 15 WITHIN 2'-0" OF EXISTING EXPANSION OR CONSTRUCTION JOINT. PIPING LEGEND (IF INDICATED) KEY NOTES ITEM PROV. INST. NO.: BY: BY: 1. -- GC 2. TMC GC 3. 4. 5. 6 1. INSTALLATION GC= GENERAL CONTRACTOR O=OTHER TMG=TOSCO MARKETING COMPANY Rs RETAILER EXISTING MPD'S/3 PRODUCT, TRIPLE NOZZLED (PER SIDE) TO BE REMOVED, STORED FOR REUSE AND RE -INSTALLED ON MODIFIED EXISTING DOGGONE FUEL ISLANDS WITH NEW DISPENSER CONTAINMENT (BRAVO) BOXES AND NEW BOLLARDS. SEE 51-1EET F51.5 - ADD SPILL CONTAINMENT SUMPS TO EXISTING U.S.T.'S (1) STAGE 1 RISERS (EACH TANK). SEE SHEETS F51.2 - F51.1. EXISTING U.S.T.'S FILL RISER EXISTING TANK SLAB/ FUELING SLAB. - SEE KEY NOTE S. NOT USED NOT USED NOT USED S. GC GC UPON INSTALLATION 4 APPROVALS OF NEW PIPING, CONDUIT, PLUMBING, ETC. REPAIR/ REPLACE CONCRETE SLABS AND ASPHALT PAVING TO MATCH EXISTING. NOTE: S" THICK, 4000 P51 MIN. CONC. REQ'D e TANK AREAS W/ "3 BAR a+ IS" O.C. EACH WAY fp SLAB CENTER (TYP). PROVIDE 1/4" X 1-1/2" CONTROL JOINTS a APPROX. 10'-0" O.C. E.W. TANK SLAB. 6x6x6 WWF ACCEPTABLE REINFORCING IN DRIVE SLAB(5). 9. GC GC NEW ELECT. WIRING FOR NEW EQUIPMENT SHALL BE IN NEW CONDUIT. RUN NEW CONDUITS INTO NEW FUEL GUTTER. (INSTALL SEAL -OFF AS REQ'D. BY "NEC."). GC TO COORDINATE SET-UP W/ A TOSCO MARKETING COMPANY CONSTRUCTION MANAGER. 10. -- 11. GO GC NOT USED UPON COMPLETION OF ALL WORK, ALL PRODUCT LINES TO BE PURGED AND CLEANED OUT. GC 15 ALSO RESPONSIBLE FOR TI -4E CALIBRATION OF ALL DISPENSERS AS REQUIRED. 12. NOT USED 13. NOT USED 14. NOT USED 15. EXISTING U.S. TANKS/ SINGLE WALL FIBERGLASS - SEE F5-14 FOR DETAILS 16. NOT USED 11. TMC GC NEW 4S"/42" DIAMETER FIBERGLASS CONTAINMENT SUMP (TYP. OF 3), AND NEW MANWAY LID - SEE SCOPE OF WORK AND FUEL SYSTEM DRAWINGS FOR IN SUMP EQUIPMENT. GENERAL NOTES 1 CONTRACTOR TO FURNISH ALL LABOR, EQUIPMENT AND MATERIALS INDICATED AS SUPPLIED BY GC, AND PERMITS TO PERFORM THE WORK A5 INDICATED ON FUEL SYSTEM DRAWINGS. CONTRACTOR TO VISIT THE SITE TO VERIFY ALL CONDITIONS THAT MAY AFFECT THIS PROJECT. ALL WORK 15 TO BE DONE IN ACCORDANCE UJ/LOCAL CODES AND PER MFGR RECOMMENDATIONS. 2. CONTACT TOSCO MARKETING COMPANY CONSTRUCTION MANAGER/ JOHN PATTON (206) 442-1321 / (916) 55S-1612) OR MEL M. LEE, P.E. (206) 123-4191 FOR ANY QUESTIONS ABOUT THIS PROJECT. 3. THE GC SHALL PROVIDE THE EXISTING FUEL DISPENSERS MANUFACTURER MODEL NUMBER(5) AND SERIAL NUMBERS TO THE TOSCO MARKETING COMPANY CONSTRUCTION MANAGER AS SOON AS POSSIBLE AFTER AWARD OF THE PROJECT CONTRACT. 4. GC IS RESPONSIBLE FOR ANY DAMAGE (ABOVE OR BELOW GRADE) TO THE EXISTING FACILITY, DURING CONSTRUCTION. 5. GC TO WARRANTY ALL WORK AND MATERIAL FOR 1 YEAR. THESE PLANS ARE SCHEMATIC ONLY. GENERAL SCOPE 15 DEFINED, HOWEVER, THE TOSCO MARKETING COMPANY RESERVES THE RIGHT TO ALTER OR EXPAND TI -IE SCOPE OF WORK. THE TOSCO MARKETING COMPANY WILL DIRECT ANY ADDITIONAL WORK THAT MAY BE REQUIRED. 6. GC IS RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS AND LOCATING ANY UNDERGROUND UTILITIES. RE-ROUTE ANY EXIST. UNDERGROUND UTILITY LINES AROUND EXISTING CANOPY AND NEW FUEL SYSTEM IF CONFLICT EXISTS. 1. FUEL PIPING DRAWINGS ARE SCHEMATIC ONLY. VERIFY ALL INSTALLATIONS AND EQUIPMENT WITH A TOSCO MARKETING COMPANY CONSTRUCTION MANAGER. ALL NEW EQUIPMENT INSTALLATION TO BE PER MFGR. RECOMMENDATIONS AND PER ALL APPLICABLE GOVERNING CODES. S. GC SHALL COORDINATE START UP OF DISPENSERS BY SME, MSI EQUIP. BY MSI AND vEEDER ROOT EQUIP. BY N.W PUMP. 9. GC SHALL CLEAN-UP DEBRIS AND HAUL AWAY SAME ON A CONTINUOUS BASIS, INCLUDING ALL REMOVED PAVING AND EXCAVATION SOIL. 10. ALL REQUIRED PAINTING TO BE COMPLETED BY GC, INCLUDING NEW OR EXISTING FUEL ISLAND FORMS AND BOLLARDS/BP DARK GRAY, EXISTING CANOPY COLUMNS AND NEW VENT RISER(5)BP LIGHT GRAY, NEW AND EXISTING SPILL BUCKET MANHOLE COVERS AND SNOW PLOW RINGS AS FOLLOWS: I. SUPER/RED, 2. MIDGRADE/BLUE, 3. UNLEADED/WHITE, AND 4. VAPOR/ORANGE. 11. ANY CONTRADICTIONS ON THESE PLANS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. GC SHALL VERIFY EXACT SCOPE OF WORK W/TOSCO MARKETING CONSTRUCTION MANAGER. 12, BEFORE INSTALLATION OF OPW-6150 FLAPPER CHECK DROP TUBE. CAP AND ADAPTER, THE CONTRACTOR SHALL VERIFY WHETHER THE TANK 15 EQUIPPED WITH A FLOAT BALL CHECK VALVE. THIS CAN BE ACCOMPLISHED BY TAKING OFF THE STAGE I VAPOR ADAPTER AND LOOKING FOR THE FLOAT BALL AND EXTRACTOR ASSEMBLY. IF THE BALL FLOAT 15 CONFIRMED TO BE EXISTING, DOCUMENT SUCH AND RETURN UNUSED DROP TUBES TO NUJ PUMP. THE CONTRACTOR 15 RESPONSIBLE TO TRACK WHICH STATIONS DROP TUBES WERE ACTUALLY INSTALLED. IF THE OPW-6150 15 INSTALLED, IT 15 TO BE SET AT 95% OF TANK VOLUME. 13. TURBINE SUMP COLLARS WILL BE INSTALLED BY A TANK MFGR'S FACTORY AUTHORIZED REPRESENTATIVE CONTRACTED DIRECTLY TO TMC. IN THE CASE WHERE THE EXISTING TANKS TO BE RETROFITTED ARE OWENS CORNING FIBERGLASS (FLUID CONTAINMENT), THE CONTRACTOR 5HALL PROVIDE MEANS OF INERTING THE TANK PER MFGR SPECIFICATIONS PRIOR TO AND DURING THE COLLAR INSTALLATION PROCEDURE, TMC WILL SUPPLY TI -4E TANK MFGR'S REP WITH TENTATIVE INSTALLATION DATES, BUT IT IS THE CONTRACTOR RESPONSIBILITY TO COORDINATE THE ACTUAL DATE AND TIME OF COLLAR INSTALLATION WITH THE TANK MFGR'S REPS 14. REMOVAL AND RE -INSTALLATION OF EXISTING FULL HEIGHT BP SPREADERS AND MONOCOLUMNS TO BE PERFORMED BY TMC APPROVED INSTALLER UNDER SUB -CONTRACTOR TO THE GENERAL CONTRACTOR. SEE LIST OF APPROVED INSTALLERS ATTACHED TO SID DOCUMENTS. 15. ALL RETROFIT BRAVO BOXES PROVIDED BY TMC WILL BE THE SHALLOW TYPE AS SHOWN ON SHEET F51.5. THE CONTRACTOR SHALL MODIFY THE NEW OR EXISTING DISPENSERS INTERNAL PIPING TO MEET NEW DOUBLE POPPET IMPACT VALVE ELEVATION. THE CONTRACTOR SHALL MAKE ALL VAPOR AND ELECTRICAL PENETRATIONS IN THE NEW BRAVO SOX TO MEET SPECIFIC SITE REQUIREMENTS. TESTS TO BE PERFORMED BY GC 1. ALL TESTS ARE TO BE WITNESSED BY TOSCO MARKETING COMPANY CONSTRUCTION MANAGER AND/ OR PROJECT ENGINEER. 2. GENERAL CONTRACTOR SHALL TEST ALL EXISTING PRODUCT AND STAGE 2 VAPOR RECOVERY PIPING BEFORE BEGINNING WORK (IF SAID PIPING 15 TO • REMAIN) AND NEW AND/OR EXISTING PIPING AFTER COMPLETION OF WORK TESTS TO BE A5 FOLLOWS AND PER LOCAL PERMITTING AGENCY REQUIRMENTS: BEFORE WORK 15 STARTED A. 15 P.S.I. AIR PRESSURE ON PRODUCT PIPING. B. 30 P.5.I. AIR PRESSURE ON OTHER PIPING. AFTER NEW PIPING I5 INSTALLED AND BACKFILLED A. 20 P.S.I. LEFT ON PRODUCT PIPING. AFTER FUELING SYSTEM COMPLETION A. PETRO-TITE PRODUCT PIPING TEST. B. 5 P.5.1. SECONDARY PIPING TEST. C. LIQUID BLOCKAGE / BACK PRESSURE TEST ON STAGE 2 VAPOR RECOVERY PIPING. D. PRESSURE DECAY TEST ON ENTIRE SYSTEM TO MEET P.S.A.P.CA. REQUIREMENTS. E. A/L TESTS TO MEET P.S.A.P.CA REQUIREMENTS. USE TESTER APPROVED BY FUEL DISPENSER MANUFACTURER (IE. GILBARCO_S.M.E.) F. PROCISION TEST ON TANKS. 3. GENERAL CONTRACTOR SHALL HYDROSTATICALLY TEST ALL NEW TURBINE AND DISPENSER CONTAINMENT SUMPS AFTER ALL PENETRATIONS ARE MADE AND SEALED. 4. TOSCO MARKETING COMPANY MAY, AFTER ANY TESTING, DECIDE TO INCLUDE ADDITIONAL UJORK/SERvICES AS PART OF THE PROJECT/CONTRACT. REVISIONS NO A DATE REVISED REV BY APP, OUT TO BID A A ISSUED FOR CONSTRUCTION A A A TOSCO MARKETING COMPANY ENVIRONMENTAL MODIFICATIONS 13310 INTERURBAN AVE TOSCO TUKWILA, WA 98168 12951 Bel -Red Rd. 110 Bellevue. WA 98005 425 637.1007 T F 425 637.1008 /33/045 www arehrtekton.com J043 NO. 298036 SITE PLAN SCALE 1 "=20'-0" so( No 30128 / 11064 TUKWILA ORMAN BY P. MAHONEY CHECKED BY T. HALL OTE: 1/29/98 DATE.1/29/98 . Hp FS1.1 to A. GENERAL I D DISPENSERS I Tank and Line Monitoring System I k - 1 0 Reference to General Contractor and/or Subcontroctor= is denoted by _ Contractor 2 0 Contractor shalt be responsible to completely familiarize itself with existing site _ conditions and all applicable federal, state and local laws, codes and - regulatrons All work and materials shall be in accordance with these _ regulations If there is a conflict within these documents or between- these documents and site conditions and/or applicable laws, codes or regulations, the Contractor is responsible to inform the Tosco Marketing Company (hereafter _ referred to as Tosco „M C.) Constructon Manager prior to bid. No allowance' will be mode for his failure to do so: 3 0 Contractor shall handle and install all items per manufacturer's instructions, these drawings, and all laws, codes and regulations - 4 0 Contractor shall not deviate from materials or products specified unless through mutual agreement with Tosco M C. Construction Manager. Approval must be IN WRITING, signed by Tosco M C Construction Manager, and• submitted in the project close out folder as outlined in Sec 1 0 . Substitute materials shall be described, specifying any difference in cost and performance Only new materials shall be used. Contractor shall be certified for the installation of all - equipment and materials contained in this project 5 0 Contractor shall secure all required permits prior to commencing work. See bid documents for list of permits that Tosco M C will pay directly. Contractor to pay fees for all remaining permits and inspections not included on the list _ Contractor shall coordinate all inspections required to complete this project 6 0 All existing items, except those that are to be removed and junked, shall be protected by the Contractor. Contractor shall replace any and all items that ore removed or damaged during the course of his work, to the some or - better condition, at Contractor expense. Consult bid documents for list of equipment that will be salvaged - 7 0 Contractor is responsible for blue staking the excavation areas and locating all underground utilities 8 0 These plans ore schematic only. General scope is defined, however Tosco M C. reserves the right to alter or expand the scope of work Tosco M C will direct and pay for any additional work under separate contract or change order. 9 0 Contractor to warranty all workmanship and Contractor supplied material for 1 year Tosco M C. shall perform a 10 month warranty inspection to evaluate Contractor performance and quality of workmanship Contractor must complete -all punch list items identified during this 10 month inspection. 10 0 Contractor shall keep the site free of waste and rubbish at all times. Contractor SHALL HAVE THE WORK AREA PROFESSIONALLY CLEANED THE DAY BEFORE TOSCO M C 's FINAL PROJECT INSPECTION 11 0 Contractor to provide 6' chain link security fencing and barricades during alt construction phases, or as directed by Tosco M C Construction Manager. 12 0 When an installation is made at on existing store. the Contractor is to schedule and perform his work so as not to interfere with the normal C—store operations, All debris, excess excavation materials, mochinery and equipment to be removed and maintained clear of the driveways that are in use each day and lighted barricades shall be provided for the publics protection, When it becomes necessary to close a driveway for more than 24 hours, the Contractor will provide temporary travel service for troffic. Contractor 10 PROVIDE A CIRCLE K "OPEN" SIGN AT THE START -OF GASOLINE WORK; per Tosco M C Construction Managers's instructions - � 13 0 Contractor to keep on site Material Safety Data sheets (MSDS) for-chemiciat compounds regulated through USEPA that will be used on—site or has the - potential for human contact (i e., Gasoline. Dry Ice, Solvents, Glues, etc )f 14 0 Contractor shall place the highest priority on safety,and health during the progress of work performed at Tosco M C. store locations. It shalt be the - responsibility of the Contractor to provide and maintain a safe working - environment for its employees during the progress of work and to protect the health and safety of Contractors's agents, subcontractors, the public and any third parties All tools, materials. equipment, facilities_ and other items used by the Controctor and practices employed by the - Contractor in accomplishing the work are considered to be port of the working environment. - - 15 0 While on site and during working hours, Contractors's personnel must wear shirts, tong pants, hard hats when required, and acceptable foot -wear per OSHA, regulations 16 0 Contractor must provide adequate provisions to mitigate rain damage and delays (i e pumps, tarps, etc ) 17 0 Contractor is responsible for coordinating, receiving and unloading alt Tosco M C. supplied equipment delivered to Contractor's warehouse, or job site. The - securing of equipment remains the Contractor's responsibility until the final' project retainage is paid. Contractor to distribute all receiving documents to the Tosco M C Construction Manager. If Tosco M C. Construction Manager_ is not notified one week prior to the start of construction, the replocement of any missing equipment will be the- responsibility of the Contractor. 18 0 Contractor to provide oil malerrats not fisted on the equipment list on page _ 4 of these drawings, but required for o complete job f 19 0 Contractor is to schedule all subcontractors, including those contracted directly with Tosco M.0 Tosco M C. will provide list of subcontractors, contacts and phone numbers, that have contracts directly with Tosco M.C. 20 0 A copy of the specifications and drawings, along with - approved site plan, (w/cs—bunt notations) shall be on site at all times. 21.0 Contractor is responsible for oit product in tanks and in lines until location - - reopens for gasoline business Any product loss during construction. shall be the responsibility of the Contractor Prior to project acceptance. Tosco M C shall reconcile inventory by compering product in tanks and lines to -amount delivered Shortages shall be billed to Contractor at full retail price 22 0 The Contractor shall indemnify, defend and hold harmless - Tosco M C from any and all claims for damages, -loss, or injury of any nature received from- or: sustained by the _ general contractor, sub -contractor, their employees or agents resulting from the performance of his work under this -contract.. - B. EXCAVATION 1 0 Contractor shall follow all OSHA specifications and regulations, all Federal, State , -20 30 and Local codes and regulations regarding excavation. Excavation shall be sized as required for product piping' removal/installation. Unstable soils may be required' to have a filter fabric hole liner Consult bid documents or Tosco M C Construction Manager for specific information regarding this issue. ,.40 Minimize surface water entering excovotions by constructing- diversion doors - piping trenches _ = t 5,0 A contingency plan shall- be developed - with Tosco dvt.C. 'Construction Manager outlining emergency procedures for obtaining the necessary equipment-ond/or personnel to bindle unexpected water entry into the -tank field excavation or- piping trenches. _ When water', may contain hydrocarbons. consult- Tosco - M C Construction Manager prior to removing it from site.,, e - ';__`, around tankfield excavation and C PIPING 1 0 Pipe monufocturer's installation checklist shall be initialed and signed by Contractor and Tosco M C. Construction Manager, as appropriate 2 0 All material, workmanship and installation practices shall be in accordance with NFPA 30 & 30A, and all =other applicable codes 3 0 MATERIALS. 3 1 All vent and vapor return primary' product and secondary containment lines shall be FRP Smith Fiberglass "Red Thread lt—A" (with DS8000 series adhesives) or FRP Arneron "Dualay 3000L" with alcohol fittings and A2QLT adhesives DO NOT MIX MANUFACTURER'S MATERIALS. FRP SECONDARY CONTAINMENT LINES' SHALL BE TELESCOPING TO ALLOW 1007. VISUAL INSPECTION OF THE PRIMARY LINE 3 2 Tonk risers shall be Schedule 40 (ASTM -5-120) galvanized iron pipe with the exception of the 4" PVC riser on the interstitial space opening Fittings shall be 300 psi galvanized malleable iron All galvanized pipe and fittings exposed to backfill material (including extractor base) shall be treated by coating with "Kioppers" bitumastic or coal for epoxy and wrapping with felt or 3M tape. All treated parts shall be clean and corrosion free prior to applying coating t 3.3 All NPT threaded connections shall be treated with "Seals Pipe" cs manufactured by Permatex, "PST 567" as manufactured by Locktite, or "The Heavyweight" as monufoctured by Jomar F 3 4 Contractor shall demonstrate to Tosco M C Construction Manager that all installed materials are new and conform to above specifications 4.0 INSTALLATIONS 4 1 installing contractor shall be certified by piping manufacturer 4 2 Bedding and backfill material shall be well washed and free of ice and snow and meet ASTM D-448 ASTM C-33 and AASHTO M-43 for quality and soundness Contractor shall provide sieve analysis acceptable to Tosco M.0 Construction Manager. Product line trench sub—grade shall be compacted to 90% proctor density prior to installing bedding and backfill material 4.3 Product lines shall slope continuously upward from STP sump a minimum of 1/8" per ft Stage 11 vapor recovery tines shall slope continuously upward from vapor manifold a minimum of 1/4" per ft Stage 11 lines will be stubbed up through the dispensdr and capped if location is not scheduled for Stage 11. 5 0 CONNECTIONS 5 1 NPT THREADED CONNECTIONS - 51 1 Threads shall be clean of all sond and thread cutting oil prior to joining 5 1 2 Apply thread sealant per E-3 3 Start all threaded connections by hand Secure FRP components using only o strap wrench Do not force threads tf connections binds, remove and reclean 5 1 3 Do not overtighten Torque FRP to steel connections to 75 ft lbs when using power tongs 5.2 FRP BONDED CONNECTIONS 6.0 LINE 5 2 1 Taper/scarf pipe ends per pipe manufacturer's instructions Clean bonding surfaces using ONLY pipe manufacturer's approved cleaner. DO NOT ALLOW CLEANER TO COME INTO CONTACT WITH TANK SURFACE OR SUMP SEALING DEVICES 5.2 2 Mix and cooly adhesives per manufacturer's instructions 5 2.3 Join components per manufacturer's instructions Cure connection per pipe manufacturer's specifications using FRP pipe manufacturer approved electric heating collar or chemical heat pack when temperature is below or will fall below 60'F prior to curing TESTING (prior to backfill) 6 1 Tosco M C Construction Manager shall witness line testing Contractor shall notify Circle K Construction Manager two days prior to testing 6 2 Caution- Nitrogen from a grounded source shall be used in lieu of air for testing the piping system 6 3 Product lines shall be tested from STP to shear valve 6 4 Vent/vapor system shall be tested from top of vent, through manifold, extractor base and riser, stage I adapters, cops, and containment manholes, stage 11 vapor Ines to islands & stage 11 flex connectors at dispenser(s) Replace boll float cacies with plugs and replace stage 1 vopor recovery spill container drain valves with G i plugs CAUTION ENGINEER AND CON SHALL VERIFY EXTRACTOR PLUG IS INSTALLED AND CAP IS REMOVED FROM FILL RISER PRIOR TO PRESSURE TESTING VENT/VAPOR SYSTEM. 6 5 Slowly pressurize product lines and vent/vapor lines to 50 psi. Soop test pipe surfaces including joints and fittings Correct any leaks and retest SECONDARY CONTAINMENT LINES MUST BE PROPERLY FABRICATED TO ALLOW TELESCOPING- MOVEMENT DURING SOAP TEST FOR 100% VISUAL INSPECTION OF PRIMARY LINE 6 6 immediately relieve pressure from stage 1i yr/vent system and remove extractor plugs Reduce primary line pressure to 30 psi Monitor daily until all yard paving is complete 6 7 Assemble secondary system and pressurize to 5 psi Soap test entire pipe surfaces including joints and fittings Correct any leaks and retest Reduce pressure to 3 psi and monitor doily until all yard paving is complete 1 7.0 Complete backfilling piping trenches -and top of tanks to allow for an 8" thick concrete tank slab w/#4 rebar ® 18" OCEW and 6" thick yard/canopy paving 3500 psi, with or without fiber mesh Consult bid documents and Tosco M C Construction Manager #4 rebar dowels at 18" 0 C. shall be installed connecting new piping trench concrete with existing site paving when replacing tanks at on existing site Consult bid documents for non tank slab concrete strength. 8 0 _ (If required) Contractor to install 4" diameter 020 slotted PVC observotion wells, as required by state or local codes Observation well caps to be painted white with a black triangle in the center. Existing monitoring or compliance wells should not be disturbed. in the event a well is damaged, immediately notify the Tosco M C. Construction Manager Any damaged wells will be replaced at the expense of the Contractor - i 1.0 Controctor to remove existrng dispensers, provide storage for dispensers, hoses, nozzles and breakaways prior to re—installation and shall be responsible for any damoge to equipment prior to job acceptance 2 0 Dispensers shall be securely attached to anchor bolts which shall be set in concrete ;stands Expansion bolts may be used with the written approval of the Tosco Marketing Company (hereafter referred to as Tosco M 0 ) Construction Manager Quantity and size of anchor bolts shall be as specified in dispenser manufacturer's installation instructions The dispensers ore to be installed level and are to be caulked with a gray silicone at island/dispenser interface 3 0 Dispensers shall be activated only in presence of an authorized dispenser representative Contractor has sole responsibility for damage to dispenser(s) if this instruction is not followed 4 0 Purge the air from the piping system using industry standard practices and a grounded container approved for storage and handling Class I flammable iquids 5 0 ELECTRICAL CHECKOUT 5 1 Turn off ALL STP circuit breakers 5 2 Confirm ALL nozzles are in their coots 5 3 Verify ALL STP's are off 5 4 Turn on circuit breaker for one STP One hose at a time for product grade matching activated STP, perform the following at each dispenser 541 Remove nozzle 5 4 2 Activate operating handle and dispense product into an approved GROUNDED container 5 4 3 Verify ONLY correct STP turns on 5 4 4 Verify brand panels and octane decals on each side of dispenser matches product being dispensed by STP 5 4 5 Verify correct nozzle type is installed, i e unleaded, diesel 5 5 Repeat F5 4— 5 4 5 for each product grade 6.0 If misconnections or other problems are detected, make corrections and repeat entire dispenser cneck—out procedure 7 0 Calibrate and seal meters per local regulations Any re—calibration required to obtain approval from local regulators shall be contractor's responsibility 8 0 Contractor to furnish and install new dispenser filters after completing all liquid testing and product line purging Activate each product on each dispenser and inspect filter for leaks Recheck primary line connections at dispenser base and STP for leaks 9.0 Contractor shall perform start—up if approved by the dispenser/EPOS manufacturer If Contractor is not approved by the - dispenser/EPOS manufacturer, then an authorized Contractor shall be subcontracted to perform start—up Contractor shall also provide on authorized service technician to provide up to 8 "ours of on—site training for store personnel Controctor is responsible for start—up and calibration of fueling systems Cost must be included in Contractor's base bid 10 0 Contractor shall provide and install pump # s, octone decals, no smoking decals and emergency shut—off signs, per Tosco M C image guidelines and all applicable codes and regulations Contractor shalt install all Tosco M C provided decals, purnp toppers and windshield caddies/trash cans prior to final project acceptance - - 11 0 Contractor to furnish new fire extinguishers as/if necessary and install/re—install fire extinguishers and appropriate decals per applicable regulations E TESTING (after paving is complete) 1 0 Contractor shall perform a pressure decay test on the tank annular space after paving is complete by pressurizing to 5 or 10 inches water column depending on state regulations from a GROUNDED nitrogen source Pressure shall be applied for 5 minutes ANY TANK WHICH DOES NOT HAVE "0" PRESSURE DECAY SHALL BE REPAIRED. Conact tank manufacturer for repair Tosco M C Construction Manager shall • witness this test. 2 0 Tcnk, line, leak detector and Stage II testing sholl be conducted by o third party testing company subcontracted to the contractor Testing methods must be approved by the Tosco M C Construction Management and conform to all regulations and codes Contractor shall schedule and coordinate the testing controctor along with any local inspections required to open the store Contractor shall have a representative on—site during ALL testing Tosco M.0 Construction Manager to witness all testing 3 0 Tosco M C will only pay for one successful set of tank, line, leak detector and Stage 11 tests Any costs associated with failed tests and subsequent repairs/re—tests will be the Contractor's responsibility Contractor MUST USE TOSCO M C 's TESTING COMPANY FOR ANY RE—TEST 4 0 Contractor must obtain a copy of all test reports from testing company to be submitted with the project close out requirements of Section K - CONCRETE/ASPHALT PAVING 1 0 Concrete and asphalt paving shall be in accordance with Tosco M C 's paving specifications and details (PV -1), and section C 7 0 s G. PAINTING 1,0 Contractor to paint all fill/Stage 1 manholes the colors indicated below_ Contractor to use point_ that is an oil based, rust free, enamel _ All "+"s" are to be 2 inches wide Contractor is to provide a stencil for all "+'s", on all fill lids Lip under fill lid and 2" of concrete surrounding lid is to be painted appropriate colors. White w/Black + = Regular Unleaded - Blue w/White + = Pius -Unleaded - Red w/White + =_ Supreme Unlepded Green = Diesel - Oronge = Stage 1 vapor 2 0 Tank level monitor manholes to be painted light gray, if applicable 3.0 Contractor to point all islands and bumpers, vent riser -and supports and fire extinguisher cases 4 0 Paint finish specifications Paint bollards and island forms dark grey H REQUIRED DOCUMENTATION Y 0 m z A project contact list with all General Contractor and Subcontractor contacts and phone numbers shall be submitted to Tosco M C Construction Manager, along with. a CPM schedule prior to starting this project 1 0 The following documentation is required prior to releasing the final 10% , - retainoge on the project THESE DOCUMENTS SHALL BE SUBMITTED IN A BOUND PROJECT CLOSE OUT FOLDER Site information (address, site #, etc.) * Project description with start and finish dates and CPM schedule * G C information along with subcontroctor list _ _ -_ Job progress photos {see K 3.0) - - * Xerxes receiving record _ Underground installation checklist Piping manufacturer's installation checklist Sieve analysis for pea gravel Copies of tank, line, tend Stage 11 VR test results Copes of all permits and inspections - - Copy of certificate. of occupancy (if required) Completed and signed punch list As—built drawings to scale depicting precise location of all components installed (including product/vapor line sizes and locations, conduit sizes, location and material, exact tank location and dimensions, etc ) Tank charts Final release of lien from Contractor and each subcontractor/suppler Copy of contract, change orders, and written approvals for deviations from these drawings Copy of ALL waste manifests 2 0 Contractor shall maintain and turn over 2 copies of an indexed operation and maintenance manual, consisting of booklets for all newly installed equipment Give one copy to Tosco M C Construction Manager and leave one at the site office Contractor shall leave tankcharts, tankstick, fiber -lite handle, water finding paste, and all keys ct the site office 3 0 Job progress 'photos — fuel system installation At a minimum, the following photos are to be submitted on a 8 1/2" x 11" plastic sheet, labeled with scope of work, store # and address in bound - - project as described in H-1 0 prior to release of retainage. 1 Photos of location prior to start of construction (minimum 4)_ 2 Instoligt on of new tank top equipment 3 Pea gravel backfill (3 photos) 4 Installation of product lines, vent lines and electrical in tank hole at tanks 5 Installation of fill -tubes and submersible pumps 6 Backfilled tanks as/if required 7 Rebar properly installed around fill and Stage 1 manhole/Stp manhole 8. Tank field ready to receive concrete (includes rebor on chairs or brick - bats). 9. Depth of new concrete 10 Tank field complete (includes joints, painted fill caps, and vent risers) (min 2) 11 Open trenches 12. Product piping in trenches (property spaced) 13. Field dressed pipe - 14 Pea grovel backfill in trenches (show pea gravel under product lines) 15 Show installation of dispenser containment boxes 16 Product pipe trenches ready to receive concrete (show rebar doweled into existing concrete) 17 Pictures of location at the end of construction (minimum 4) Tank and line monitor to be installed by Manufacturer's Certified Technician Installation to include mounting controller near electrical panel, installing all tank level probes, sump probes, liquid level sensors (if required). all conduits and wiring, connecting all cables, and system start up Contractor to include installation in base bid /5/q 1 ��-"- FS1. 0 w z 4 u Ci Q Q m 4 r 9 COMPANY O O 00 ...T - 0 .Z O 0 x - 3—DWF TANKS DOUBLE SUMP DWF PIPING THREE HOSE - 3—PRODUCT MPD's _FUEL SYSTEM STANDARDS AND DETAILS = - - 1 SHEET 3 OF 8 DATE- . - 10 29.97 - -NAME - - FS1--2 _ TO _VENT RISERS ONLY IF REQUIRED BY CODE OR REGULATION 3,4 n C J -ald- 11- I i --B-- \-- /4 n c 4 3/ n C 4 ttIC I "C 3/4 "C • • d • 3/4 II is itv 3/4 3" SUPREME UNLEADED 8" REINFORCED CONCRETE SLAB W/ #4 REBARS AT 18" 0 C. EACH WAY (TYP.) 1 1 A SIDE MAIN TRAFFIC B SIDE A SIDE B SIDE 1 A SIDE • LEGEND 1 1.11 Ca Li • S- SUPER UNLEADED P- UNLEADED PLUS U- UNLEADED V- VAPOR/VENT C- ELEC CONDUIT NOTE: ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND THESE DRAWINGS. • • 1 VS • 3/4 tE 3/4 tic NOTE: SEE SHEET .FS1.1 / FUEL SYSTEM SITE SITE PLAN FOR ACTUAL LAYOUT. T = TANK -LEVEL: MONITOR STP =7 -SUBMERSIBLE :TURBI-NE PUMP X =-EXTRA 'TANK' OPENING - OW - _= OBSERVATION WELL (ONLY IF - REQUIRED -AND NOT,_ EX1STINGY:-- NOTE: 10,000 GALLON TANKS ONLY SHOWN FOR CLARITY,. SEE EXISTING SITE FOR ACTUAL SIZE. 11 NOTE: SEE SITE PLAN FOR CONCRETE CONTROL JOINT LAYOUT. CC CC CC 1.0 LJ CL f3_ CL Z ca m 0 - CC 0 0 CO 0 0 CC 0 on LJ cc CC CC CC EY CC Lu CC CC LLI 0 Et LLI 0_ o CY CC EY La CC Cr LJ I,J LJ UJ LJ Cf a. EXISTING BUILDING a. >- 00 03 ty ISLAND CI -MANGE COMPANY 0 0 0 CO 0 0 co 0 0 co PHOENIX, AZ 3—DWF TANKS DOUBLE SUMP DWF PIPING THREE 3—PRODUCT MPD's FUEL SYSTEM STANDARDS - AND DETAILS SCHEMAT1C—GENERAL TANK & PRODUCT PIPING PLAN / WIRING PLAN (SEE SHT. FS1.1 FUEL SYSTEM SITE PLAN FOR ACTUAL: LAYOUT) DATE 10.29.97 LEGEND P = PRODUCT LINE V = VAPOR LINE SHEAR VALVE (SHEAR SECTION IS 1:740 FLUSH Wit TOP OF PUMP BLOCK) VAPOR RECOVERY SHEAR VALVE (SHEAR SECTION IS FLUSH W/ TOP OF PUMP BLOCK) OFFSET FOR CLARITY (SEE PLAN VIEW FOR CORRECT LAYOUT) TOP OF DISPENSER ISLAND 13" ISLAND FOR TOP OF CONCRETE SLAB CONTAINMENT BOX INTERNALLY ILLUMINATED SELF / FULL IF REQ 6" CONCRETE 4 • 3" CANOPY DRAIN CANOPY SHROUD (WHERE APPLICABLE SEE PLOT PLAN) CANOPY DRAIN PER SECTION 1-3 0 ON EXIST. MPD REINSTALLED AS SHOWN. VERIFY EXIST. MODEL # OF EACH MPD & COMPATIBILITY W/ MATERIALS & EQUIPMENT ILLUSTRATED 2)11 Mk_ 18" 10 1/2" MAX 10" PIPING UNIONS BY DISPENSER MANUFACTURER'S 4 REGULAR UNLEADED PLUS UNLEADED SUPER UNLEADED N T.S VAPOR RECOVERY FINISHED GRADE ADVANTAGE 3 -PRODUCT, TRIPLE NOZZLED DISPENSER W/MID-DEPTH CONTAINMENT BOX SHEAR VALVE 0 CONTAINMENT BOX (TYP OF 4) CONNECTOR VAPOR RECOVERY SHEAR VALVE B-SIDE VARIES MIN. (TYP.) N T S. 10" MIN. \ NATIVE DISPENSER SUMP PROBE 0 TO BE INSTALLED PER MA 1..kFACTURER'S SPECIFICATIONS NOTES: 1.VAPOR UNES TO SLOPE FROM DISPENSERS DOWN TO TANKS 1/4" PER FOOT MIN. 2. SHEAR SECTION OF EMERGENCY SHUT—OFF VALVE IS TO BE EVEN WITH THE TOP OF THE PUMP ISLAND. 3. PROVIDE A GROOVE WITH A SMALL PIPE CUTTER —CENTER OF SHEAR SECTION TO BE LEVEL WITH AND IN LINE WITH TOP OF CONCRETE ISLAND. (VAPOR RISER) MID -DEPTH DISPENSER BOX AND PIPING TRENCH SECTION VARIES — SEE CHART 45) 76 3'-6" 4'—O" LEGEND P = PRODUCT LINE V = VAPOR LINE SHEAR VALVE (SHEAR SECTION IS 1:740 FLUSH Wit TOP OF PUMP BLOCK) VAPOR RECOVERY SHEAR VALVE (SHEAR SECTION IS FLUSH W/ TOP OF PUMP BLOCK) OFFSET FOR CLARITY (SEE PLAN VIEW FOR CORRECT LAYOUT) TOP OF DISPENSER ISLAND 13" ISLAND FOR TOP OF CONCRETE SLAB CONTAINMENT BOX INTERNALLY ILLUMINATED SELF / FULL IF REQ 6" CONCRETE 4 • 3" CANOPY DRAIN CANOPY SHROUD (WHERE APPLICABLE SEE PLOT PLAN) CANOPY DRAIN PER SECTION 1-3 0 ON EXIST. MPD REINSTALLED AS SHOWN. VERIFY EXIST. MODEL # OF EACH MPD & COMPATIBILITY W/ MATERIALS & EQUIPMENT ILLUSTRATED 2)11 Mk_ 18" 10 1/2" MAX 10" PIPING UNIONS BY DISPENSER MANUFACTURER'S 4 REGULAR UNLEADED PLUS UNLEADED SUPER UNLEADED N T.S VAPOR RECOVERY FINISHED GRADE ADVANTAGE 3 -PRODUCT, TRIPLE NOZZLED DISPENSER W/MID-DEPTH CONTAINMENT BOX SHEAR VALVE 0 CONTAINMENT BOX (TYP OF 4) CONNECTOR VAPOR RECOVERY SHEAR VALVE B-SIDE VARIES MIN. (TYP.) N T S. 10" MIN. \ NATIVE DISPENSER SUMP PROBE 0 TO BE INSTALLED PER MA 1..kFACTURER'S SPECIFICATIONS NOTES: 1.VAPOR UNES TO SLOPE FROM DISPENSERS DOWN TO TANKS 1/4" PER FOOT MIN. 2. SHEAR SECTION OF EMERGENCY SHUT—OFF VALVE IS TO BE EVEN WITH THE TOP OF THE PUMP ISLAND. 3. PROVIDE A GROOVE WITH A SMALL PIPE CUTTER —CENTER OF SHEAR SECTION TO BE LEVEL WITH AND IN LINE WITH TOP OF CONCRETE ISLAND. (VAPOR RISER) MID -DEPTH DISPENSER BOX AND PIPING TRENCH SECTION VARIES — SEE CHART 45) 3"x 2" TERMINATION REDUCER (TYP.) 4" R TYP VAPIES — SEE CH ART 0 THIS CANOPY COLUMN AND SHROUD ONLY PRESENT IN STARTER GATE LAYOUT 12'-0" MIN ABOVE FIN SURFACE cr -J -J 4 SUMP PENETRATION BOOT 3" FIBERGLASS PIPE (TYP.) 2" FIBERGLASS PIPE (TYP.) EDGE OF TRENCH A -SIDE STEEL TROWEL FINISH • VENT CAP C) 3"0 GALV COUPLING W/ 1 /4"Q5 THREADED HOLE & PLUG 1/2" EXPANSION MATERIAL 3" BELL X NPT M ADAPTER FIN GRADE 3"x 30" FLEX CONNECTOR ASSEMBLY X--)00000000000-- 3" DIA. FIBERGLASS VENT LINE (SEE SITE PLAN) 3" BELL + MALE WHEN DISPENSERS ARE INTALLED AS SHOWN ON THIS - - 4-3 7 REGARDING SHEAR SECTIONS ARE FULLY MET NOTES P. PEA GRAVEL BACKFILL ALL OTHER MATERIAL MUST BE- APPROVED BY OWNER'S FIELD REPRESENTATIVE, - _ FIBERGLASS PIPE AND FITTINGS TO BE AMERON OR A 0, SMFTH RED - THREAD flA FITTINGS AND PIPING MAY NOT BE MIXED USE ALCOHOL - 0 REMOVE CLAMPS & SLIDE TEST BOOT OR DONUT FROM SECONDARY - SYSTEM UPON COMPLETION OF TESTING (i e. AFTER YARD PAVING IS _ CO MPLETE). °RUN. EXCEPT WHERE INDICATED. - - SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" 0 DO NOT USE THREAD SEALANT ON THREADS COMMON TO CAGE AND _ BASE. WHEN INSTALLING CAGE INTO BASE, LUBRICATE THREADS WITH LIGHT COATING OF GREASE. DO NOT OVERTIGHTEN. SEE EQUIPMENT SCHEDULE FOR APPROVED BALL FLOAT, CAGE AND EXTRACTOR BASE. _ _ DO NOT SUBSTITUTE _ COMPONENTS FROM OTHER MANUFACTURERS. - 0 NOT USED INSTALL LID ONTO SUMP RISER AND SUMP RISER ONTO SUMP BASE - USING ALL SUPPLIED GASKETS/ - " 0" RINGS. BOLTS; STEEL PLATES, ETC. PER SUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS -- O REINFORCE CONCRETE SLAB AROUND MANHOLE W,/' 3,-1/4 REBAR 8* IN LENGTH 9" 0 C . PLACE REBAR 6" FROM SIDES OF, BOX. MIN. 2"- - O SEAL AND PLUG UNUSED OPENINGS AND _ FIBERGLASS OVER THEM, ' MINIMUM BEND RADIUS 4" . _ 0 ONE 4" OBSERVATION WELL. DEPTH SHALL BE 24" BELOW TANK, WELL SHALL BE PLACED IN CORNER WITH LOWEST ELEVATION_ DO NOT USE PVC CEMENT. IF REQUIRED BY CODE OR REGULATION. • 3/4" CONDUIT FROM EACH SUBMERSIBLE PUMP TO BUILDING. TERMINATE WITH SEAL—OFF PER NFPA SPECIFICATIONS 0 3/4" CONDUIT FOR CONTAINMENT SUMP SENSORS LOOP CONDUIT BETWEEN CONTAINMENT SUMPS, THROUGH JUNCTION BOX. SEAL OFF 3/4" HOME RUN AT BOTH TANK AND BUILDING DO NOT PIPE INTO WIRING TROUGH f(;) APPLY APPROVED THREAD SEALANT TO ALL RISERS AND THREADED SUMPS. SNETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT ALFITLTINPGE SUMP PENETRATION BOOT CANOPY COLUMN SURROUND WITH EXPANSION MATL (WHERE APPL ) N T.S N.T S 5 VENT RISER DETAIL - SIDE VIEW CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM SUBMERSIBLE PUMP OWNER'S ENGINEER SHALL VERIFY DROP TUBE HEIGHT CAULK BETWEEN UPPER END OF DROP TUBE AND FRP ADAPTER WITH THREAD SEALANT. 0 INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES AROUND FILL RISERS INCLUDE OXYGENATED FUEL DATE TAGS WHERE APPLICABLE. SECURE IN PLACE WITH PETROLEUM COMPATIBLE ADHESIVE. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF PEA GRAVEL NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS - MAINTAIN 7" MINIMUM COVER BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS. VENT LINE SHOULD STAND NO LESS THAN 4' FROM OUTSIDE EDGE OF CURB. O INTERIOR OF FIBERGLASS CONTAINMENT SUMP TO BE CLEAR OF PEA GRAVEL, TRASH AND ANY LIQUID THOROUGHLY HAND CLEAN ALL RISERS & EXPOSED STEEL V11/ WIRE BRUSH. APPLY COAL TAR EPDXY. WRAP WITH FELT OR 3M TAPE. 4"0 G I NIPPLE, TIGHT FILL ADAPTER (OR STAGE I VR DRY BREAK) AND LOCKING CAP MAINTAIN 1 1/2" TO" 2" BETWEEN CAP AND OVERFILL CONTAINER COVER. USE STABILIZER BARS SUPPLIED WITH OVERFILL CONTAINER TO ESTABLISH CORRECT FINISHED ELEVATION. 1/2" BELOW THE MANHOLE RIM ELEVATION €4 VAPOR RECOVERY ADAPTOR FINISHED HEIGHT TO BE 3 1/2 - TO 4 1/2" BELOW THE MANHOLE RIM ELEVATION THE SHEAR PLANE OF THE IMPACT VALVE IS TO BE MOUNTED NO MORE THAN + /— 1/2" FROM THE TOP GRADE OF THE ISLAND ASPHALTIC EXPANSION MATERIAL SHALL BE KERFED AT 1/2" INTERVALS IN AREAS OF BENDS. THIS FORMED MATERIAL SHALL BE SECURELY FASTENED TO THE ISLAND AT FINISHED GRADE PRIOR TO CONSTRUCTION OF ADJACENT_ FLATWORK. ADJACENT FLAT CONCRETE CONCRETE SHALL BE EDGED ALONG THE EXPANSION MATERIAL USING 1/4" RADIUS EDGING TOOL ENGINEER a. of ISLAND CHANGE COMPANY o 0 a CO LLI 0 tn co Ni 0 PRODUCT NOTE. Install t2—Horse shoe bollards, one on each end of the islands for ell Stortergote ond Domino conopy layouts C to point bollards dark gray PRODUCT LINE 3"0 VENT CAPS (TYP) 2" UNISTRUT TO pE SECURED TO 1/4 X3" X4" STEEL POSTS (TYP) 3-,-DWF TANKS DOUBLE SUMP ISLAND FOR M DWF PIPING PRODUCT LINE 3"0 GALV COUPLING W/ 1/4"ce THREADED HOLE W/ PLUG (TYP) PIPEGUARD CORNER 3"0 GALV STEEL VENT RISER (TYP) Cn UJ VAPOR LINE - 23-1/4" R FOR BLDG OUTLINE 1/4" x3" x4" STEEL POSTS FIN GRADE DRAWINGS / NOTES ON THIS SHEET ILLUSTRATE THE MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION. CONTRACTOR TO VISIT SITE TO DETERMINE LABOR. MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE PROJECT AS ILLUSTRATED AND PER THIS SCOPE OF WORK. CONCRETE FOOOTING 0 • EDGE OF TRENCH 3" FIBERGLASS 45* ELL. (TYP. THREE HOSE 3 -PRODUCT MPD's FUEL SYSTEM AND DETAILS BO PIPE . .1...L TOP OF FINISH PAVEMENT CONC. ISLAND GRADE 3"x 30" FLEX CONNECTOR ASSEMBLY 3" DIA. FIBERGLASS VENT LINE (SEE SHT ES -1) N.T.S. MID -DEPTH DISPENSER CoN:FAINMENT _BOX,71'AND P PING TRENCH PLAN:VIEW SIDE VIEW STANDARD BUILDING CORNER / MONOCOLUMN PIPEGUARD (1:X1JF - FREE STANDING VENT RISER-, DATE 10.29.97 tr 0 3"x 2" TERMINATION REDUCER (TYP.) 4" R TYP VAPIES — SEE CH ART 0 THIS CANOPY COLUMN AND SHROUD ONLY PRESENT IN STARTER GATE LAYOUT 12'-0" MIN ABOVE FIN SURFACE cr -J -J 4 SUMP PENETRATION BOOT 3" FIBERGLASS PIPE (TYP.) 2" FIBERGLASS PIPE (TYP.) EDGE OF TRENCH A -SIDE STEEL TROWEL FINISH • VENT CAP C) 3"0 GALV COUPLING W/ 1 /4"Q5 THREADED HOLE & PLUG 1/2" EXPANSION MATERIAL 3" BELL X NPT M ADAPTER FIN GRADE 3"x 30" FLEX CONNECTOR ASSEMBLY X--)00000000000-- 3" DIA. FIBERGLASS VENT LINE (SEE SITE PLAN) 3" BELL + MALE WHEN DISPENSERS ARE INTALLED AS SHOWN ON THIS - - 4-3 7 REGARDING SHEAR SECTIONS ARE FULLY MET NOTES P. PEA GRAVEL BACKFILL ALL OTHER MATERIAL MUST BE- APPROVED BY OWNER'S FIELD REPRESENTATIVE, - _ FIBERGLASS PIPE AND FITTINGS TO BE AMERON OR A 0, SMFTH RED - THREAD flA FITTINGS AND PIPING MAY NOT BE MIXED USE ALCOHOL - 0 REMOVE CLAMPS & SLIDE TEST BOOT OR DONUT FROM SECONDARY - SYSTEM UPON COMPLETION OF TESTING (i e. AFTER YARD PAVING IS _ CO MPLETE). °RUN. EXCEPT WHERE INDICATED. - - SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" 0 DO NOT USE THREAD SEALANT ON THREADS COMMON TO CAGE AND _ BASE. WHEN INSTALLING CAGE INTO BASE, LUBRICATE THREADS WITH LIGHT COATING OF GREASE. DO NOT OVERTIGHTEN. SEE EQUIPMENT SCHEDULE FOR APPROVED BALL FLOAT, CAGE AND EXTRACTOR BASE. _ _ DO NOT SUBSTITUTE _ COMPONENTS FROM OTHER MANUFACTURERS. - 0 NOT USED INSTALL LID ONTO SUMP RISER AND SUMP RISER ONTO SUMP BASE - USING ALL SUPPLIED GASKETS/ - " 0" RINGS. BOLTS; STEEL PLATES, ETC. PER SUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS -- O REINFORCE CONCRETE SLAB AROUND MANHOLE W,/' 3,-1/4 REBAR 8* IN LENGTH 9" 0 C . PLACE REBAR 6" FROM SIDES OF, BOX. MIN. 2"- - O SEAL AND PLUG UNUSED OPENINGS AND _ FIBERGLASS OVER THEM, ' MINIMUM BEND RADIUS 4" . _ 0 ONE 4" OBSERVATION WELL. DEPTH SHALL BE 24" BELOW TANK, WELL SHALL BE PLACED IN CORNER WITH LOWEST ELEVATION_ DO NOT USE PVC CEMENT. IF REQUIRED BY CODE OR REGULATION. • 3/4" CONDUIT FROM EACH SUBMERSIBLE PUMP TO BUILDING. TERMINATE WITH SEAL—OFF PER NFPA SPECIFICATIONS 0 3/4" CONDUIT FOR CONTAINMENT SUMP SENSORS LOOP CONDUIT BETWEEN CONTAINMENT SUMPS, THROUGH JUNCTION BOX. SEAL OFF 3/4" HOME RUN AT BOTH TANK AND BUILDING DO NOT PIPE INTO WIRING TROUGH f(;) APPLY APPROVED THREAD SEALANT TO ALL RISERS AND THREADED SUMPS. SNETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT ALFITLTINPGE SUMP PENETRATION BOOT CANOPY COLUMN SURROUND WITH EXPANSION MATL (WHERE APPL ) N T.S N.T S 5 VENT RISER DETAIL - SIDE VIEW CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM SUBMERSIBLE PUMP OWNER'S ENGINEER SHALL VERIFY DROP TUBE HEIGHT CAULK BETWEEN UPPER END OF DROP TUBE AND FRP ADAPTER WITH THREAD SEALANT. 0 INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES AROUND FILL RISERS INCLUDE OXYGENATED FUEL DATE TAGS WHERE APPLICABLE. SECURE IN PLACE WITH PETROLEUM COMPATIBLE ADHESIVE. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF PEA GRAVEL NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS - MAINTAIN 7" MINIMUM COVER BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS. VENT LINE SHOULD STAND NO LESS THAN 4' FROM OUTSIDE EDGE OF CURB. O INTERIOR OF FIBERGLASS CONTAINMENT SUMP TO BE CLEAR OF PEA GRAVEL, TRASH AND ANY LIQUID THOROUGHLY HAND CLEAN ALL RISERS & EXPOSED STEEL V11/ WIRE BRUSH. APPLY COAL TAR EPDXY. WRAP WITH FELT OR 3M TAPE. 4"0 G I NIPPLE, TIGHT FILL ADAPTER (OR STAGE I VR DRY BREAK) AND LOCKING CAP MAINTAIN 1 1/2" TO" 2" BETWEEN CAP AND OVERFILL CONTAINER COVER. USE STABILIZER BARS SUPPLIED WITH OVERFILL CONTAINER TO ESTABLISH CORRECT FINISHED ELEVATION. 1/2" BELOW THE MANHOLE RIM ELEVATION €4 VAPOR RECOVERY ADAPTOR FINISHED HEIGHT TO BE 3 1/2 - TO 4 1/2" BELOW THE MANHOLE RIM ELEVATION THE SHEAR PLANE OF THE IMPACT VALVE IS TO BE MOUNTED NO MORE THAN + /— 1/2" FROM THE TOP GRADE OF THE ISLAND ASPHALTIC EXPANSION MATERIAL SHALL BE KERFED AT 1/2" INTERVALS IN AREAS OF BENDS. THIS FORMED MATERIAL SHALL BE SECURELY FASTENED TO THE ISLAND AT FINISHED GRADE PRIOR TO CONSTRUCTION OF ADJACENT_ FLATWORK. ADJACENT FLAT CONCRETE CONCRETE SHALL BE EDGED ALONG THE EXPANSION MATERIAL USING 1/4" RADIUS EDGING TOOL ENGINEER a. of ISLAND CHANGE COMPANY o 0 a CO LLI 0 tn co Ni 0 PRODUCT NOTE. Install t2—Horse shoe bollards, one on each end of the islands for ell Stortergote ond Domino conopy layouts C to point bollards dark gray PRODUCT LINE 3"0 VENT CAPS (TYP) 2" UNISTRUT TO pE SECURED TO 1/4 X3" X4" STEEL POSTS (TYP) 3-,-DWF TANKS DOUBLE SUMP ISLAND FOR M DWF PIPING PRODUCT LINE 3"0 GALV COUPLING W/ 1/4"ce THREADED HOLE W/ PLUG (TYP) PIPEGUARD CORNER 3"0 GALV STEEL VENT RISER (TYP) Cn UJ VAPOR LINE - 23-1/4" R FOR BLDG OUTLINE 1/4" x3" x4" STEEL POSTS FIN GRADE DRAWINGS / NOTES ON THIS SHEET ILLUSTRATE THE MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION. CONTRACTOR TO VISIT SITE TO DETERMINE LABOR. MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE PROJECT AS ILLUSTRATED AND PER THIS SCOPE OF WORK. CONCRETE FOOOTING 0 • EDGE OF TRENCH 3" FIBERGLASS 45* ELL. (TYP. THREE HOSE 3 -PRODUCT MPD's FUEL SYSTEM AND DETAILS BO PIPE . .1...L TOP OF FINISH PAVEMENT CONC. ISLAND GRADE 3"x 30" FLEX CONNECTOR ASSEMBLY 3" DIA. FIBERGLASS VENT LINE (SEE SHT ES -1) N.T.S. MID -DEPTH DISPENSER CoN:FAINMENT _BOX,71'AND P PING TRENCH PLAN:VIEW SIDE VIEW STANDARD BUILDING CORNER / MONOCOLUMN PIPEGUARD (1:X1JF - FREE STANDING VENT RISER-, DATE 10.29.97 i CONTAINMENT SUMP LID WITH GASKET ON IURBINE- SUMP ONLY cro CONTAINMENT SUMP DETAIL "C" DETAIL "B" DETAIL "A" CONTAINMENT SUMP TOP HAT TANK COLLAR/ CONTAI\MENT SUMP ADDTIQN' PROCEDLE WHITE GROUND AREA (ENTIRE ATTACHMENT ZONE) TANK COLLAR/CONTAINMENT SUMP POSITION TAN STEP 1 KC SURFACE PREPARATION 3 LAYER LAY—UP OF MAT AND RESIN TANK COLLAR/CONTAINMENT SUMP POSITION 52" 42" ST_2 2 INSTALLATION OF CONTAINMENT SUMP 6" r FILLER PUTTY TWO LAYER LAY—UP OF 6" WIDE MAT WITH RESIN. BOTH INSIDE AND OUTSIDE OF CONTAINMENT SUMP AND TOP HAT CONTAINMENT SUMP INSTALL TANK COLLAR/CONTAINMENT SUMP FILLER PUIIY COMPANY 3 LAYER LAY—UP OF MAT BOTH INSIDE AND OUTSIDED TANK COLLAR/CONTAINMENT SUMP CONTAINMENT SUMP TOP HAT TWO LAYER LAY—UP OF 6" WIDE- MAT WITH RESIN. BOTH INSIDE AND D OUTSIDE CONTAINMENT COLLAR DETAIL A ATTACHMENT DETAIL FOR XERXES TANK COLLAR PS He UPS EPOS WORKSTATION'S MULTIPLE RECIEPT/JOURNAL PRINTERJ— CUSTOMER DISPLAY --- PIN PAD Hs - FUTURE SCANNER -- DRAWER - FUEL INTERFACE DATA DISTRIBUTION BOX TWO LAYER LAY—UP OF 6" WIDE MAT WITH RESIN. BOTH INSIDE AND OUTSIDE CONTAINMENT COLLAR 43" TANK COLLAR ATTACHMENT_ DETAIL FOR - 43" TANK COLLAR --► GSM -NETWORK -- -I CUSTOMER DISPLAY SCANNER CARWASH PIN PAD BACK OFFICE PC SECURITY CAMERA - TANK MONITOR RECIEPT/JOURNAL PRINTER CASH DRAWER A-1 A- 2 A-3 A-4 DETAIL "C" TOP HAT ATTACHN ENT DETAIL GILBARCO INSTALLED IN FACTORY BLACK BLACK BLACK BLACK (SPARE A-10 GREEN A-11 WHITE A-12 WHITE A-13 WHITE A-14' W1 -HTE (SPARE) YELLOW YELLOW YELLOW YELLOW A-9 YELLOW A-19 YELLOW B-9 YELLOW B-19 YELLOW CONTRACTOR INSTALLED - ON SITE 120VAC HOT (LIGHTS) #14 BLACK Q 0 0 0 0 0 8 0 0 120VAC HOT (DISP. POWER) #14 BLACK 120VAC HOT (BLENDER VALVE) BLACK FILLER PUTTY TWO LAYER LAY—UP OF 6" WIDE MAT WITH RESIN BOTH INSIDE AND OUTSIDE CONTAINMENT COLLAR 43" TANK COLLAR DETAIL "B" -CONTAINMENT SUMP EXTENSION ATTACHMENT DETAIL STED 3 INSTALLATION OF TANK COLLAR/ CONTAINMENT SUMP FIRST 3 LAYER LAYUP OF MAT TANK COLLAR/CONTAINMENT SUMP 3 LAYER LAY—UP OF MAT BOTH INSIDE AND OUTSIDED TANK COLLAR/CONTAINMENT SUMP C3 0 O O co Ld P-- N O W D_00 Z LTJ N > Q X Q CC LU Z O r0 O O LFCF\D EARTH GROUND #12 GREEN N (LIGHTS) #14 WHITF N (BLENDER VALVE N (DISP POWER) #14 WHITE STP 1 #14 RED STP 2 #14 RED DISP. DATA OUT (-) DISP DATA IN (+) CRIND DATA CRIND DATA #14 RFf x(14 RED #14 BLUE 14 BLUE #14 YELLOW #14 YELLOW TO SUBMERGED PUMP CIRCUITS A-20 YELLOW (SPARE DATA) A-21 YELLOW (SPARE DATA) 0 0 0 '9 YELLOW (SPARE) YELLOW (SPARE) CIRCUIT BREAKER PANEL SURGE PROTECTOR DISPENSERS 0 0 I- LI- CTR I CAL \ OTI- S C — ELEC CONDUIT F = FILL V/E = STAGE I/EXTRACTOR T = TANK LEVEL MONITOR STP = SUBMERSIBLE TURBINE PUMP X = EXTRA TANK OPENING A = _ ANNULAR SPACE (DOUBLE WALL TANKS ONLY) OW = OBSERVATION WELL (IF REQUIRED) = NOTES PER 3DWF-5 = NOTES PER 3DWF-6 3—DWF TANKS DOUBLE SUMP f_ SUBMERSIBLE PUMP RELAY'S SUBMERSIBLE - PUMPS N.T.S. NOTE' ALL CONNECTIONS VIA WIRE NUTS LOCATED IN JUNCTION BOX IN LOWER HALF OF DISPENSER_ 0'0' INSTALL WIRE ONLY IF BLENDER APPLICATION 0 INSTALL WIRE ONLY IF 4 -PRODUCT DISPENSER a WIRES NOT INCLUDED IN BP SUPPLIED DISPENSER CABLE. ELECTRICIAN TO ADD WIRE TO CABLE BUNDLE. - WIRING DIAGRAM 1 ALL ELECTRICAL WORK TO CONFORM WITH LOCAL AND NATIONAL ELECTRICAL CODES AT A MINIMUM 2 ALL WIRE'S MUST BE CONTINUOUS RUN (NO SPLICES) FROM DISPENSER TO CONSOLE TERMINAL STRIP BOX. 3 ALL SPARE WIRES SHOULD BE TAPED AND LOOPED AT ENDS AND LABELED 4 SUBMERSIBLE PUMP RELAYS MUST BE USED IF 1 1/2" HP PUMP MOTORS ARE INSTALLED IF NOT SUPPLIED WITH SUBMERSIBLE PUMP, CONSULT THE TOSCO MARKETING CONSTRUCTION MANAGER 5 TERMINATE ALL CONDUITS WITH APPROPRIATE SEAL -OFF FITTINGS AT EACH END 6 ALL CONDUIT AND JUNCTION BOX CONDUIT THREADED CONNECTIONS INSIDE SUMPS OR DISPENSER PANS/SUMPS SHALL BE MADE WITH THREAD SEALANT PER E-3 4 DRAWING NO. 1. BONDING STRAPS SHALL BE INSTALLED WHERE REQUIRED BY CODE 7 ELECTRICAL UNIONS AND PULL BOXES ARE NOT PERMITTED BELOW THE TOP OF A DISPENSER PAN/ SUMP. PULL BOXES ARE NOT PERMITED INSIDE AN STP SUMP THE ONLY ELECTRICAL UNION PERMITED INSIDE - AN STP SUMP CAN ONLY BE INSTALLED BETWEEN THE EXPLOSION PROOF JUNCTION BOX AND THE STP. SEAL OFFS AND EXPLOSION PROOF JUNCTION BOX SHALL BE INSTALLED WHEREVER SHOWN IN THESE DRAWINGS 8 CONDUIT SYSTEM (I E.. CONDUIT, SEAL -OFFS, EXPLOSION PROOF JUNCTION BOXES) INSIDE STP PUMPS AND DISPENSER PAN/ SUMPS SHALL BE SOAP TESTED TO FIRST CONDUIT CONNECTION OUTSIDE STP SUMP OR DISPENSER PAN/ SUMP AT 5 PSI AFTER 'ALL CONNECTIONS ARE MADE AND PRIOR TO - INSTALLING WIRING TOSCO MARKETING COMPANY CONSTRUCTION MANAGER SHALL WITNESS THESE SOAP TESTS 10 ALL MONITORING AND M P D CONTROL WIRING MUST -BE INSTALLED 1N RIGID METALLIC PVC, COATED CONDUIT. 11. CONTRACTOR TO INSTALL AN EMERGENCY SHUT=OFF SWITCH ON THE FRONT OF THE BUILDING NEAR THE SALES AREA. SHUT-OFF SWITCH AND ELECTRICAL MATERIAL REQUIRED TO MAKE THE SWITCH OPERATIONAL SHALL BE FURNISHED BY THE CONTRACTOR (INCLUDING EMERGENCY SHUT-OFF SIGN IF NOT EXISTING/REUSABLE). EACH DISPENSER MUST BE WITHIN 75' OF THE EMERGENCY•SHUT OFF - SWITCH(ES) MORE THAN ONE MAY BE REQUIRED CONSULT BID DOCUMENTS AND TOSCO MARKETING COMPANY CONSTRUCTION MANAGER FOR QUANTITY AND LOCATION OF EMERGENCY SHUT-OFF SWITCH(ES). 12. CONTRACTOR SHALL FURNISH ALL NEW CONDUITS, WIRING AND SEAL- OFFS FOR DISPENSERS, STPS AND MONITORING EQUIPMENT PER THESE DRAWINGS EACH STP AND DISPENSER SHALL HAVE ITS OWN CIRCUIT BREAKER. 13. ALL EXPOSED CONDUITS AND GUTTER BOXES SHALL BE PAINTED __$Y CONTRACTOR TO MATCH EXISTING COLORS. 14 CONTRACTOR TO SEAL ALL CONDUIT BUILDING PENETRATIONS AND CLEAR OUTS. 15. CONTRACTOR SHALL TYPE AND LAMINATE THE BREAKER PANEL LABELS. CONTRACTOR SHALL LABEL ALL STP CONTROL BOXES. - 16 CONTRACTOR SHALL FURNISH AND INSTALL A NEW 100A ELECTRICAL "-FUEL SYSTEM" SUB -PANEL AND DWF PIPING THREE HOSE 3—PRODUCT MPD's FUEL SYSTEM STANDARDS AND . DETAILS ENSURE THAT THE STORES ELECTRICAL - SYSTEM IS PROPERLY BALANCED FOR E•JU$TING 'STORES. 9 AND AN EXPLOSION PROOF JUNCTION BOX WHERE SHOWN (CROUSE -HINDS MODEL GUP215 WITH 5302 "O" -RING, OR OWNER APPROVED EQUAL) AND BE INSTALLED PER NEC SECTIONS 501, 514 AND NFPA 30, 30A AND 70 CONDUIT SHALL BE 3/4" DIA GALVANIZED RIGID OR 3/4" SCHEDULE 40 PVC CONDUIT WHERE PERMITTED BY CODE DATE =NAIL 10.29.97 FS1---6 • Pap NNW 14" MINIMUM OM MANHOLE CONCRETE SLAB ON PACKED EARTH PER NEPA 80 CONCRETE SLAB OR PACKED EARTH- - PEA NEPA 8D . - 2 CORO (YtIP SEALS SUPPLIED 'MTH PROBE CORD GRIP SEK SUPPLIED WDH SENSOR //f///// ////////, r 1 IMPORTANT: THIS IS A CONTROLS DRAWING ONLY AND DOES NOT REFLECT ,THE ACTUAL :LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). 8 A_ VEEDER-ROOT REQUIRES THAT ONE INSTALLING OUR EQUIPMENT_ BE- LEVEL -I CERTIFIED - - FOR MORE INFORMATION: REGARDING" THE HOMESTUDY INSTALLERS COURSE CONTACT -203-651-2762. WARNING: IN INSTALLATIONAND 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.. - NON -HAZARDOUS AREA HAZARDOUS AREA ter IAN SEE RISER DIMENSION .ti07E SHOULD 8E 16 TO THE BOTTOM or THE RISER CAP 2 WIRE CABLE SUPPLLD WITH PROBE - f? - WEATHERPROOF IA/PICT-TON pOX WITH 1 /2 RSH wT THOS (16 CUM INCH MIHUKUM) vein O 4 00' A MIRE RPE SCHEDULE 40 PER NEPA SPEC EPDXY SEK PER NEPA SPEC VENR TUBE RISER RPE RIGID CONDUIT WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY 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. - NOTES: - 1.THE WIRES BETWEEN THE MONITOR AND EACH PROBE/SENSOR LOCATION MUST BE OF A TYPE DESIGNED FOR USE IN' THE PRESENCE OF GASOLINE AND OIL AND MUST 8E BETWEEN _AWG -14 AND AWG 18. SHIELDED CABLE SHOULD BE USED FOR PVC CON- DUIT OR FOR METAL CONDUIT THAT IS _ NOT `PROPER-- -LY SEALED IN ACCORDANCE WITH :THE NATION- AL- ELECTRICAL CODES AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODES - SINCE THEY PASS FROM A CLASS IF DIVISION, I OR DIVISION It AREA INTO A NONHAZARDOUS AREA. - 2.CONNECT WITH #12 AWG (OR LARGER) CONDUC- TOR THE BARRIER GROUND .TO -THE EARTH GROUND BUS AT THE- POWER DISTRIBUTION PANEL. - 3. Q 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 ANSI/NFPA 70, 1990. -1J5 VAC HOT. CONNECT TO PUMP CONIROL OF THE z _ SELF SERVE SYSTEM -- OR DISPENSER, ON THE PRODUCT RELAY OR PUMP CONTACTOR RIGID ' _CONDUIT WEATHERPROOF JUNCTION BOX MAGNETOSTRICTIVE PROBE - DUAL PORN HYDROSTATIC SENSOR FRP RESERVOIR BARRIER_ GROUND - CHASSIS GROUND - AG NEUTRAL AC LINE CIRCUIT BREAKER PANEL 115 -VAC - - NEUTRAL TO PUMP CONTROL'S' See "Pump Control Wiring" for specific wiring connections. (SEE NOTE 8.) - - RIGID CONDUIT`S TO PUMP CONTROLS See "Pump Control- Wiring"- for specifIC wiring connections. - -- (SEE -NOTE 9) 5. TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PROBE AND -SENSOR WIRING MUST *-I3E INSTALLED WITHIN SEALED CONDUIT OR USING BURIAL METHOD. - - 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 600 WATTS MAXIMUM. 7. REFER TO "SITE PREPARATION AND INSTALLA- TION INSTRUCTIONS, 'MANUAL :NO. 576013-622 - FOR ACTUAL LOCATION OF CONDUIT ENTRY INTO TLS -350 MONITOR. 8. FOR VOLUMETRIC LINE LEAK -INSTALLATION, REFER TO LINE LEAK DETECTOR "SITE PREPARA- TION AND INSTALLATION INSTRUCTIONS," MANUAL NO 576013-873. 9. FOR PLLD INSTALLATION, REFER TO "SITE PREPARATION AND INSTALLATION INSTRUC— TIONS," " MANUAL NO 576013-902. MANHOLE LLD CHECK VALVE PUMP a a _ 14 L 4) © ® - PRO•E,- rte- PRS --•--1, — T ERIASTOR —1 THEIIWSRP r'7.2115�i -irt=�3q-.4q m=nnw - • • ° 1/I I 1 I- • .eeeeetaeeeee • PRO•E/1NER1•STOR NITEKACE WRAC f= T =T .T'l 0 0 0 0 0 0 0 • • • • PUMP WOOF SE WOOF ° nr • - • 00080000000000001 N - • -- ,(ASITYI SENSOR iNtERWE NODULE • `w s n:l `,. wcp 2 r•-tT2-2--(-}-d--r•-.-i-s i SENIOR 414.0441 rd. - Onnruonnnnnn K .. ., 1A = .4 .,., •• a a+ =-aQ0 0 0 0 0 050000000 IiiliTiiiiY�Yillf�li3+ . VAPOR SENSOR •TERC•CE ROOM( . 1rER'= 100C. c ::rr a<- :rr f; ;T a :T -r .� _.•,...P. NI _ 0000 • 0 0 0 0000 0000 • • • 1 OROuND ATER SENSOR ARERE•CE MONAE .- ,- 0000000000000000 « I-'-1r-2-u-'�r•--�r'7E4 �I .� IP RIU PA IP REP RRt l" PIP.." *IP, PIP.. = f!A (_ 1 „ _ = 6000000 00000000000 /j'. / 1 -• 00000000000000 • • ME • *TERRACE WOULE • PRESSURE UNE ILK CdNTREXLER NNoowt ....„7...„............7 PARAy r_'; - }� �. -T1 I,trp lic~i.. <1' °EtAW 17.37.'-7.'7..471-- _ 2 7 • 3 • = PREISURE+ r-1r-arnz; -2r.—l(� ..--iii= 4‘,4,;:/(0(?;// 0 a ••.ccp __ '000000000000 • • I/O CONAAN•IOW WWI • • � PRESSURE LINE LGA WM MX YpdILE 1 1 1 1 ® ® ®IMO ® E_1 ®t .1 RIGID - CONDUIT v v+ INPUT NC NO C ITC ND C EXTERNAL (SHIELD DEVICE CABLES) TERMINATION POINTS FOR SHIELDED CABLE (IF REQUIRED) CIRCUIT BRAKER PANEL 115 VAC U 115 VAC NEUTRAL RIGID CONDUIT (SEE NOTE 7) JUNCTION BOX TANK 0 FROM THERMISTOR WEATHERPROOF JUNCTION BOX (1 PER PROBE) } �WWTE ®BLACK FROM PROBE WEATHERPROOF JUNCTION BOX (1 PER SENSOR) 0 L_ FROM SENSOR WEATHERPROOF JUNCTION BOX (1 PER SENSOR) WATER VAPOR O BLACK FROM VAPOR SENSOR WEATHERPROOF JUNCTION BOX (1 PER SENSOR) r L WATER TE G ROUND® BLACK FUEL ® REO GROUND -WATER SENSOR WEATHERPROOF JUNCTION BOX (1 PER SENSOR) FROM SENSOR WEATHERPROOF JUNCTION BOX (1 PER SENSOR) RED NOTE Ince®,• ts.• rmnimurn d'men•wn d the took d,ometer does not molds the probe length_ (E.omple A 7 6 dIo tonic .W US! on 8 probe The e•tro pone.. t U be ed In the rtosouth er pipe, .ch must be 6 Dion the eurent n in oraer to provide room ) DOUBLE-WALL TA/AK--//f BRINE LEVEL MUST BE SET TO THE TAME MANUFACTURERS RECOMMENDATIONS. MAGNETOSTRICTIVE PROBE DUAL, FLOAT HYDROSTATIC SENSOR 14' MINIMUM DIA _, 2 CORD GRIP SEALS SUPPLIED WITH SENSOR 2 CORD GRP SEALS SUPPLIED WITH SENSOR V//////////////// 1/2--2' REDUCER EPDXY SEAL PER NEPA SPEC T 01A RISER SPLICE 1 FOOT FROM BOTTOM OF RISER PIPE FROM SENSOR WEATHERPROOF JUNCTION BOX (1 PER SENSOR) FROM PLLD LINE LEAK SENSOR EXPLOSIONPROOF JUNCTION BOX (1 PER CONTROLLER) ® GREEN WHITE O GREY ® RED ® ORANGE O YELLOW O BLUE VIOLET NOTE; VEEDER-ROOT LLD FIELD WIRING - CABLE (P/N 330221 -XXX) IS HIGHLY RECOMMENDED. RIGID CONDUIT FROM LINE LEAK DETECT CONTROLLER STEEL TANK SENSOR SWITCH MUST REACH BOTTOM OF TANK NEW OF SENSOR SWITCH AT BO'TOM OF TAMC FIBERGLASS TANK EPDXY SEK PER NFPA SPEC • t e' DIA RISER SENSOR SWRTCH MUST REACH 801ToJ OF TANK NEW OF SENSOR SWITCH Al BOTTOM OF TANK _ INTERSTITIAL LIQUID SENSOR EXISTING CONDUIT OR PIPING TANK INSULATED UNION FLEXIBLE FUEL CONTROL LINES 2 FT FLEXIBLE ELEMENT LID CONTROLLER Horizontal Check Valve Mounting (Side View) • LINE LEAK - DETECTOR MOUNTING BRACKET LtNE LEAK SENSOR OUTER CABLE JACKET TO SENSOR MONITOR PACKET FUNCTIONAL ELEMENT. - REMOVE SPRING - AND PISTON, _ * EPDXY SEALANT WIRE NUTS ,DISCRIMINATING' CONTAINME'NT DISCRIMINATING DISPENSER - PAN SENSOR SUPPLIED WITH SENSOR 011' umiNP.UM MEASURED LENGTH OF RISER 10' TANK 04A LABEL TANK INA LABEL 6 TANK DIA LABEL 4' TANK DIA LABEL PART NUMBER SENSOR CABLE SENSOR /7" JUNCTION BOX WITH _ 1/2' NPT THREADs 4 - (18 CUBIC INCH 4" DIA RISER EYELET [Port SEAL PER NEPA SPECiFICATtONS DISCRIMINATING INTERSTITIAL SENSOR - 9 RETAINER SENSOR WATER FLOAT BOTTOM OF WELL) SENSOR wELL CAP LOCKING HANDLE SENSOR WELL CAP WATER -TIGHF T SEAL EXTRA SENSOR ' • • • • • • • • • • • • • Ieste MPH 0EORLN:1 TO1 ONRRcAt TNEGD 44 GROUNDWATER SENSOR - PIPING SUMP SENSOR MANHOLE 2 CORD GRIP SEAL SUPPLIED WITH SENSOR wEATHERPROOF JUNCTION BOx WITH 1/2 INCH NPT TKOS (16 CUBIC INCH MINIMUM) PERFORATED PVC - MONITORING WELL HOUSING EPDXY SEAL PER NFPA SPEC C 0 0 CO D 00 z ic 0 0 PHO 3-DWF TANKS DOUBLE SUMP DWF PIPING THREE HOSE 3 -PRODUCT MPD's FUEL SYSTEM STANDADS SHEET # OF 8 -10.29.97 -t - 1_ - ��-oto _r ew 7t 4-O( •OU UO! IBIS 03! It I REVISIONS a) description 0 J 0) Mil 01) c • c E ..0 0 E •0 O (STYLE OF BUILDING 2 Oz 3 zl� o�.Q U °o3 1_ U et ‘b CCU) Muj o cca • ant J ' date = ` =-_'1-1-8S field engineer L.F5. LOUT E - telephone no. SZ$ -3615 drawn by J I-% I C6.170 a.f. e. no. job no. i!)Q:.1S3.00 service station no. fO-M32 , sheet no. 1 13310 INTERURBAN AVE S 88 -UG -1005 0 M N —J a REMOVE EXtSTI)JG WASTE OIL A1J0 FuRIJACE OIL TAiJKS INSTALL ',JEW 1000 GALLor-i CAPACITY WASTE Olt_ AIJO 1000 GALLO 1 cAP,I,G%T-( FURNACE OIL TAIJK Ir.l SAME LOG.�TIOt�j� ,A DIRECTED 8Y MoF31t., OILCORPoR&TIOIJ FtELo Et.la trJ>�Et� . 47-f pAvi --J ExtST D2 /%1 4 2 76' RoLrr To1.1K VSt.1T LI LlE.S To SAME LOCATIOIJ O,ULE' oTu►ERWISE pii2EGTEC7 BY MOPP. OIL CORP F(EL0 EIJGiLNEER. EXIST wi3T'7 I K(ST SGRVIST T,Ql3 ST2 J c. -E v >ZC. Cex. PuNAP 151-4-^31 PRODUCT PI P1 I.JG CoRRic c,R (TYPICAL) P L 200 00 C( Exv--C Tis.JKS I To 13G- Q AO J60 I - to s occ 1-6,000 & P L.L., ot) ) 1-10)000 fa/�LLOIJ COP-J5TRUCT 12." TNiCK, REI►JFoRCEO COh1CIZETE TAIJK SLAB 1l I TI4 0'4 Re.-FAR5 @ it" o G., Pao7N WAY x.t P/JtrJC, 0 J a 48th AVENUE S. NTERURBAN S BOND S BANGOR �� K. ' Ty . - a N u+ SAZEL � I.y I y a i € a G�7! S COOPS o f��P ``( 2 I�, wS,.)NNvcR 44 S�`2 JT 24. Z��{ vY� :y�QJ+ ME. 0 5:1111111 -]1�H-:TS a aIrcHAZEL�. ,,Q I Y� .S FOUNTAIN ST1 113Th ST WCYC IEMTOM S124T ST gs is AIRPORT W - t 1-1145 S I 133" Tftviit 135,!*4.L. S I�A4 Seale _ ^sB Golfs rQotti�,qp T°14 oxR.4'L,e IE 4: ST 4'r0,p ' I TOZw h� OCT /�.i. w,q414:10n“ S lA3AT/i'r.S 2 a ©�� 5 143 5T ! fAfl IIf TO. 411 VICINITY MAP NO SCALE PROJECT: MOBIL OIL STA. #10-M32 13310 INTERURBAN AVENUE TUKWILA, WASHINGTON OWNER: MOBIL OIL CORPORATION P.O. BOX 3268 KIRKLAND, WASHINGTON 98083 (206) 828-3615 CONTACT: MS. LORRAINE B. LOUIE APPLICANT/ENGINEER/AGENT: BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 TAX ACCOUNT NUMBER: 000300-0113, 000300-0113-8 EXISTING ZONING: M-1 VALUATION: $60,000.00 SCOPE OF WORK: REMOVE EXISTING UNDERGROUND TANKS, INSTALL NEW TANKS AND APPURTENANCE PER ATTACHED PLANS, MODIFY PRODUCT PIPING AS NECESSARY, CONSTRUCT NEW TANK SLAB AND PERFORM ASPHALT RESTORATION AS NECESSARY DESCRIPTION THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM IN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS - BEGINNING AT A POINT WHICH BEARS NORTH 81°44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE ON THE CENTERLINE OF THE DUWAMISH-RENTON JUNCTION ROAD NOW PAVED, SAID CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER SECTION CORNER BETWEEN SAID SECTIONS 14 AND 15, THENCE NORTH 40°36' EAST, 180.0 FEET, THENCE SOUTH 49°24" EAST, 160.0 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS SAID MARGIN WAS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 591370; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO,A POINT FROM WHICH THE POINT OF BEGINNING BEARS NORTH 49°24' WEST,; THENCE NORTH 49°24' WEST TO THE POINT OF BEGINNING, ALSO A STRIP OF LAND 20.0 FEET IN WIDTH BETWEEN THE RIGHT-OF-WAY OF THE PUGET SOUND ELECTRIC RAILWAY COMPANY AND THE ABOVE DESCRIBED TRACT, AND EXTENDING FROM THE MOST WESTERLY CORNER TO THE MOST SOUTHERLY CORNER OF SAID ABOVE DESCRIBED TRACT. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. u —lea NO REVISIONS DAT E ti Y CHCD MF Mobil Oil Corporation WESTERN REGION MARKETING OPERATIONS DEPARTMENT LOS ANGELES, CALIFORNIA 90051 GENERAL ARRANGEMENT 13310 INTERURBAN AVE. TUKWILA, WASHINGTON DRAWN M Aasland CHECKED SCALE —1" - 1� DATE DRAWING NUMBER I0 -M32 SHEET NUMBER 2, OF REV. • • 13�' GALV. SWING JOINT 2'x1' F.G. ADAPTER - 11' VENT LINE-- .0 �.- 4' SIPHON PIPE c TO REMOTE FILL IF REQUIRED 2' SWING JOINT 24' • 3'-0' WAR CONC. PAD z 11' VENT—% 1' SWING JOINT TO & co co WASTE OIL TANK • 2' FILL 361 SUPPLY COPPER %'RETURN COPPER 24' _. • •� ' • `• .• • • . f • • • •= •• �• +• 1.• =• * 1111 t • _ . •• • • •'• •:11♦ ':.,'• • ♦ 1111•-•••• 11• •• •••• 1111• '.=11.11• •. . :• FUEL OIL TANK WASTE/FUEL OIL TANK DETAILS 1' CDT.W/SEAL ORF FITTING FOR FUTURE USE 6' CONC. PAD (TYP) 6 3/4' CONDUIT 24'x24' MANHOLE CONC. PAD (TYPICAL) MATERIAL LIST ITEM e DESCRIPTION 1 EMCO WHEATON OPW FURNISHED BY 1 EMCO WHEATON TIGHT FILL MANHOLE . 41003-001 (:' M CAP 2 Nk4I1101,10 M 3 12' MANHOLE - 4717-020 104 A GC 4 4' FILL CAP A 97 (SUBMERSIBLE PUMP MANHOLE) GC CONC. PAD (TYP) 6 3/4' CONDUIT 24'x24' MANHOLE CONC. PAD (TYPICAL) PLAN VIEW JUNCTION BOX CROUSE HINDS GAUG. OR EQUAL LOOP CDT. FROM TANK TO TANK 4' RISER FOR FUTURE USE v 6) Q • . 6 0 D • /O• IV• 0 v •,o 0 •,0• v .• i • •w • - _ • MANHOLE • 4' SCH. 40 SEAMLESS GALV. STL. PIPE A/C PAVING CONC. PAD TO BE REINF. W/ 6X6 -'r6 WIRE MESH •CP.•I•IV•I•V!�s.t, r 7 v •. O•. • • 4' DIA. PVC/.020 FACTORY INSTALLED SLOTS FILL TUBE PRODUCT LINE • 24' • '. • `• 11•11 ••. . • • If • • •• • •• • • •.• •. • . • •_ • '•••�•• . '• .9 ••••'• •• • �••'•• • • •• • • = 4 • � • • 1111 ••11. 1111' • • 11 11 • • . • • 1111 • • TIGHT FILL@ MANHOLE STD. GALV. STL. PIPE CAP FOR FUTURE TANK GAUGE i • *4 REB• AR AROUND MANHOLES ONLY 12' O.C. MINIMUM 2 PERPENDICULAR ROWS.' WIRE MESH 1 _ .. •_— d • CONC. TANK SLAB 11 v'Do v o • • • OBSERVATION WELL 16%' (TYP)1 FILL (TYP) SUB 1 PUMP l'-4'/ ' 2'-0' i ,(1614' ' (TYP)'( r) • OBSERVATION WELL *6 W.W. MESH TYP. THROUGHOUT TANK PAD FILL (TYP) SUB PUMP \ r 4(1'-4"/ II /, 2-0'1/ 1 TANK 1 G UG I I I c) • 1 1 1 2'-0. 1/ 0 1 • r FILL (TYP) • SUB PUMP 1 I� 1 V-4'/ ) • r 1161/2. TANK 1 ' GAUGE' 11 ) r •r) *4 REBAR 012' 0.C. TYP. AROUND MANHOLES ONLY v 161/21/1/ r • r FILL (TYP) SUB PUMP I I 'TANK' 'GAUGE' ! I I! 1'-4" 2'_0' TANK GAUGE RISER • r I� 1 1' 2'-0•' TYPICAL TANK LAYOUT SCALE: 3/" = 1`-0" A/C PAVING • i•ce. • �•o • -36 • 11 PLUtlp 4' DROP TUBE SUBMERSIBLE PUMP Ar -1' CONC. PLUG •• • • •r •� • s.•...- � _ -�'`�•F.• •11 ••'•rte+• APPROVED BACKFILL TO PANEL CONDIAT 3' FIBERGLASS PIPE • • • • .0-f -1!•'•• 'T*' at=r •-•' %*''•"._a1' 6. f t -,r • r-� .. i1°1'1r• 1 • • • • • ♦ •- `iR' P'�• sr ' _:M' •/ '� i 7t'-• �- T9�� i "7'� �a9"�'-i '7R~ .'fes .Q'•"i_.'t'a1e-Y4j'�_ T 7�f.R.'e'''� :�"e v'(V-464-.-rt/ -•T't!'- .. •.. • •.• •..,• ..• .. • Ta'�•,...•s,• +-t• ice`' fir. --s t►.+. -•-i., +•.-s-•-ter Yy-,..— aT maw4. tia..> _ • —• .;• - • -i s -•. ^+ • .-a s r' r+ �a--sa r.z - e.+6-.-11`44•+ •7•'- •--t- 6-- 1 1 1 *4 BARS 12' O.C. EA. WAY ALL SLABS' • 1*5 FULL LENGTH OF SLAB EA, ROW OF ANCHORS - HOOK ANCHORS UNDER REBAR TANK & PIPING SECTION A—A 1 I 1 I 1 1 1 1 1 I 1 I 1 1 24' • • • ••+. . • .11 .11 11.11 • • • •• • :• % .•. ••• • ••••, 11, .; .•°\ 1111 • •• . % •: • • • STEEL DISPENSER ANCHOR BOX SHEAR VALVE • SHEAR SECTION MUST BE LEVEL WITH TOP OF THE ISLAND -�-��— SEE MFG. .„• INSTRUCTION :•, is •4: DOGGONE ISLAND 11W441\ 1101 01.1111 i 11' SOIL SAFE FLEX CONNECTOR 2' FIBERGLASS PRODUCT PIPE TYPICAL PRODUCT PIPING ISLAND SCALE; NONE IF. OPENING 3 6. _ 24' • 7 TIGHT FILL MANHOLE MANHOEE FOR �— FUTURE TANK GAUGE SUBMERSIBLE PUMP MANHOLE MANHOLE FOR VENT/VAPOR EXTRACTOR 0 • ELECTRONIC GAGE RISER (TYP) FILL (TYP) GENERAL NOTES: 1. OMIT 3' PIPING IF FEWER THAN 3 MULTIPLE HOSE DISPENSERS ARE CONNECTED. 2. DIESEL WILL ALWAYS BE PIPED WITH 2' FIBERGLASS.` 3. TANKS USED FOR THE SAME PRODUCT WILL BE MANIFOLDED WITH A 2' SIPHON BAR INSTALLED PER SUBMERSIBLE PUMP MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. REFER TO SHEET 1 FOR OTHER INSTALLATION DETAILS. ALSO TO MFR. INSTRUCTIONS WHEN INSTALLING TANKS. 5. REFER TO DRWx6009-5A SHEET 1 FOR STAGE I VAPOR RECOVERY INSTALLATION. 6. REFER TO SHEET 3 FOR TANK OPENING USE MANHOLE SPACING. 7.IF PRESSURE VAPOR VENTS ARE REQUIRED USE OPW 523 OR EMCO WHEATON A84. SEPARATE 2' VENT FROM DIESEL TANK 010 PAINT PIPES 4' VENT/VAPOR RECOVERY LINE TO MATCH BLD. WALL PR 2' VENT LINES ARE TO BE STEEL FROM FLEX CONNECTOR UP O,P DIESEL I” l0 REGULAR EMERGENCY SHUT-OFF VALVE OPW 10-R OR EMCO WHEATON A60 „•--ISLAND REDUCE PIPING TO 2' AT THIS POINT 2' FIBERGLASS PRODUCT LINES 2' FIBERGLASS PIPING (DIESEL) SUPER UNLEADED • FUSIBLE LINK OR BI -METAL ACTUATOR STABILIZER BAR VARIES PER DISPENSER BOX 1 11h' GALVANIZED L I STEEL RISER 'U -BOLT TO SPENSER BOX EMERGENCY SHUT-OFF VALVE DETAIL 111' INLET (3) IN • 25Y/e' / / 121% ' I / . %' DIA (2 HOLES) I I 1 k3'4 3', FRONT 1' CONDUIT 3 OPENINGS USE ONE BASE DIMENSIONS -DRESSER WAYNE DIESEL SCALE: NONE ;c! NO. PART I:, 1 �- -----t— ----- I r — f --- — —: ca 'L_[...1—,1\-- — 2' ELL GS — - U) FIBERGLASS 5 WRIMMMENO I I 1 k3'4 3', FRONT 1' CONDUIT 3 OPENINGS USE ONE BASE DIMENSIONS -DRESSER WAYNE DIESEL SCALE: NONE ;c! w PIPING FIBERGLASS ONLY) UNLEADED 3' FIBERGLASS PIPING 2 g' X 1 8' LONG SLOTS FO ANCH R BOLTS + 3 OPENINGS FOR 1' COUNDUIT (USE ONE) BASE DIMENSIONS-GILBARCO SALESMAKER DIESEL SCALE: NONE SUB PUMP WITH LEAK DETECTOR 2' GALV. STEEL PIPE 3' FIBERGLASS PIPING (GASOLINE) UNLEADED MATERIAL LIST NO. PART MATERIAL 1 2' CLOSE NIPPLE GALV STEEL GS 01 Q 2' UNION GS 3 2' ELL GS r• U) FIBERGLASS 5 'A - St 0 0 Co \ 0 1 CD 1 1- ---- , 13' 3t . lowfi 21' i w PIPING FIBERGLASS ONLY) UNLEADED 3' FIBERGLASS PIPING 2 g' X 1 8' LONG SLOTS FO ANCH R BOLTS + 3 OPENINGS FOR 1' COUNDUIT (USE ONE) BASE DIMENSIONS-GILBARCO SALESMAKER DIESEL SCALE: NONE SUB PUMP WITH LEAK DETECTOR 2' GALV. STEEL PIPE 3' FIBERGLASS PIPING (GASOLINE) UNLEADED MATERIAL LIST NO. PART MATERIAL 1 2' CLOSE NIPPLE GALV STEEL GS 2 2' UNION GS 3 2' ELL GS 4 2'x3'THREADED REDUCER FIBERGLASS 5 3' PRODUCT LINE FIBERGLASS DETAIL - TURBINE PUMP & SWING JOINT CONNECTOR NO SCALE 48' (4)1 g' X 1%6' LONG SLOTS FOR ANCHOR BOLTS --� (3) 11/2' INLETS 1/2' CONDUIT FOR SPEAKER • CD (4) %' X 11' SLOT FOR ANCHOR BOLTS (0 Igme (2) OPENINGS FOR I' COUNDUIT (USE ONE) 45' '1 221' I` '1 \I —i \'\ I \ 11 24' II I .3' 8%e' 21' 42' BASE DIMENSIONS-GILBARCO MPD -2 SCALE: NONE • S f EQUIPMENT MOBIL FURNISHED GENERAL CONTRACTOR FURNISHED TANKS MANHOLES 24' X 24' (IF USED) SUBMERSIBLE PUMPS LEAK DETECTORS ISLAND FORMS DISPENSER ANCHOR BOXES ALL PIPE & PIPE FITTINGS DISPENSER SHEAR VALVES FILL ADAPTORS AND CAPS DROP TUBES OTHER MANHOLES A / 48' 13%' 26' 13�' 121' 1' .I --��1 I Irl I Ii I I' —11' INLET (3) r) to 1/2' CONDUIT FOR SPEAKERS 34' X 11/2' SLOT (4) 2' (RED ---I I 1 3' 1 51" 3' ' f BASE DIMENSIONS -DRESSER WAYNE MGD SCALE: NONE 3 OPENINGS FOR 1' COUNDUIT (USE ONE) s. 4' x 2'-2' STEEL BAR DRILL 2-7/16' DIA. HOLES 2' V -VENT SUPPORT - BRACKET 2' U BOLTS A/C PAVING FROM VENT MANIFOLD - 3' PIPE SUPPORT CONC. FOOTING STEEL BRACKET SEE DETAIL 'I' 2'-90' STEEL ELS. THD 11111111111 I II f)�Ei 11 11 4� U ..1 z I UPWARD V -VENT - OPW-23 EMCO WHEATON A4103 SEE GEN. NOTE 8 THIS PAGE // 2' VENTS (SEE .GENERAL NOTE _ • 9 THIS SHEET) 2-3/8' BOLTS WITH NUTS & LOCK WASHERS STEEL BAR BOLT TO 3' PIPE _ 2' FIBERGLASS -0' MIN. (TO SUIT CODES) UPWARD V -VENT PW -23 OR EMCO WHEATON 4103 SEE GEN. NOTE 8 THIS PAGE ROOF x 2' WIDE STEEL BRACKET GALV. VENT 2 VENTS REqUIRED ONLY WHERE DIESEL IS USED 3' DIA. PIPE SUPORT 2' FIBERGLASS PIPE TO TANKS 2' GALV. SWING JOINT 12' x 12' CONC. FOOTING ELEVATION DETAIL 'F' 36' ANCHOR BOLT 1/4' X 2' STEEL BRACKET - PLAN ViEW BUILDING OLD DRW." 10-027 eL Z CC Z 0 CC rt co La r. CV in Nt. cc CC 0 cc Z cn 11.1 Cr 0 CI WO La -J cc 0 ca co 0 GC 11.1 CD Ecn 2 c *01E1 CI Crl FqLL et cc CO to cc SHEET NUMBER T I 'aEs" —11(22-1005-' DESIGN FILE NAME: 6008SA02.DGN;14 4_ - 44 i • 1 • - I 1 I I I 1 1 -1 1 . . • a 8M DIESEL 40'-O' TANK MAT O t O O t N • 0 12M GAL ------- O t N I 0 12M GAL 0 VR. CONNECTION CONTROL JOINT (TYP) co 0 12M GAL 0 2'-O' 0 t N 2'-O' 0 • 12M GAL • TYPICAL TANK LAYOUT 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) SCALE: 1/" = 1'-0" e" THK. NON FERROUS METAL / STRIP OR FILL WITH GRAY PETROLEUM RESISTANT EXPANSION AUNT CEMENT MIN. DEEP S • WCUT CONTROL JOINT TYPICAL CONTROL JOINT NOT TO SCALE I I I I I I I I I I I I TYPICAL TANK SLAB CORNER DETAIL . NOT TO SCALE I I I I I i I I I . 8M DIESEL O N 7,-9' O i N 0 I N 010M GAL VR. CONNECTION 0 lOM GAL CONTROL JOINT (TYP) 0 / 2'-0" 12,M ,GAL 0 in 0 (D 7'-8' 29'-G' ALTERNATE TANK LAYOUTS (N.T.s.) 67'-0' TYPICAL - TANK LAYOUT SCALE: 1/4' = 1'-0' 1 - 12M GAL (STANDARD) 2 - 10M GAL (STANDARD) h- 8M DIESEL (OPTIONAL) 12M GAL N 12M GAL ,t"— am t �8M DIESEL) ) \� 19`-O" 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) 1 - 12M GAL (STANDARD) 2 - lOM GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) NOTE: IF DIESEL IS NOT REQUIRED, ALIGN TANKAGE AS SHOWN ON TYPICAL TANK LAYOUT CONFIGURATION. 56`-0' 0 I Co 10M GAL 10M GAL 10M GAL ' 1 0 t 8M DIESEL 19'-0" 4 - 12M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) NOTE: SEE PLOT PLAN FOR ACTUAL TANK SLAB DIMENSIONS AND TANK SIZES. TANK PAD TO EXTEND 24' MINIMUM BEYOND TANKS. TANK SIZE CRITERIA 1. NEW/REBUILD PROJECTS 3RD YEAR EYG VOLUME (MM) STANDARD (M) UP TO 1.99 12, 10, 10 2.0-2.99 10+10,10,10 3.0-4.0 12+12,12,12 1 7`-11' (0.0.) X 24'-11' 8'-0' (0.0.) X 26'-01/2' 2. TANK REPLACEMENTS AT EXISTING STATIONS/CTO'S ACTUAL OR PROJECTED CURRENT YEAR VOLUME (MM) STANDARD (M) .8 - .99 12,10,10 1.0 - 1.99 12, 10, 10 2.0 - 2.99 10 +-10,10,10 VENT (W/EXTRACTOR VALVE ASSM.) 10,000 GAL NOTE: ANY DEVIATION FROM THESE STANDARDS WILL REQUIRE FAIRFAX MANAGEMENT APPROVAL. ee r) • 8M DIESEL • O N In 10M GAL 0 O r N OoM GAL O ( 0 N CONNECTION 0 lOM GAL O O N CONTROL JOINT (TYP) 7'-9' / 2'-0"./ 10M - GAL 0 0 6'-1' 34'-5" - /- :TYPICAL TANK LAYOUT _ SCALE: 14' = 1`-0' 4 - 10M GAL (STANDARD) 1 - 8M DIESEL (OPTIONAL) SINGLE WALL FIBERGLASS TANKS TANK SIZES OWENS OR XERXES- POSITION NO. OPENING USE TANK SIZES OWENS XERXES 8,000 GAL (DIESEL ONLY) 2 FILL - 1 7`-11' (0.0.) X 24'-11' 8'-0' (0.0.) X 26'-01/2' 4 STP (SUB PUMP) 6 FUTURE ELECT GUAGE (ETG) 7 UNUSED - - 10 - UNUSED 11 VENT (W/EXTRACTOR VALVE ASSM.) 10,000 GAL 2 FILL - - 7X '-11 30 -5') X' 31'8-0"t 61/2' 4 STP - - 8 ETG 9 UNUSED 14 UNUSED - - 15 VENT (W/EXTRACTOR VALVE ASSM.) 12,000 GAL 2 FILL - 7'-11' (O.D.) X 35'-11' - 8'-O" (0.D.) X 37'-0Y/2' - 4 STP _ 10 ETG 11 UNUSED 17 - UNUSED 19 VENT (W/EXTRACTOR VALVE ASSM.) NOTE: ALL UNDERGROUND STORAGE TANK LAYOUT MUST * / 33 /04-19-5 BE D4- BE REVIEWED BY THE APPROPRIATE TERMINAL -/a510 - M32 - OLD DRW.* 10-027 SUPERINTENDENT BEFORE CONSTRUCTION. - 0 Ct cM m O z V WN. O co0 REVISIONS ADDED VENT/VAPOR EXTRACTOR 0 z z w z cr a. z 0 LU V w 0 z CO Q tat oa It) CO 0 W i- 0 a I- (n o >- co J J Ir z W Z co LL DW.. O J - 0 3 a wm Q - J Z (n C a) E L 0 0 a) 00 o C c 0 te(1) © C • FL, cW N a). � ry 0c CT0 a ri0 m t t� 0== a) 01> L rl x 0 0 (i Aa Z -to 4 • Co Z• tO � o CC CO cr)X Z It 0 t- - LU LIJ (57_ U, -- 1 DESIGN FILE NAME:60086A03.0GN;14 --- 1 • • 4 • OBSERVATION L HELL t i YARD PAVING I 1 1 I I I I 1 1 1 1 1 1 TANK 1 'GAUGE' 1 I I 1 1 1 1 IfNI 1 1 1 I 1 1 1 1 1 I 1 1 1 1 t 1 1 1 f1 11 11 1 1 11 1 11 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 G 1\ 1 1 V 1 1 1 I OBSERVATION` N WELL TYPICAL MONITORING WELL PLACEMENT CONC. TANK PAD PERIMETER OF TANK PAC 24' MIN. DETAIL A YARD PAYIN O gt-t-gaviinitsmonagsmen • C) SEE INSTALLATION► DRAWING'S FOR DETAILS ON TANKS AND PRODUCT PIPING • • .••, 4"00,4 • • • •• • 0e•., t , •1,• • • •• �`'•••'•••••1••._ i 49 •I•:• •• !••4I • • ., • Imke • • • i �i • : ••�• ✓ • ,• • • • • e.',11.•'. ■ ••.1.r44 • •. ' . • • • .. • ' ' • . . ■ i ■ . • ' • • • ■ • •�' • r�''•• •.' •f ff' • tY •• Imo•♦ •r •• •�''•• Ar •• ►�••t rt'�i rP•• •T' •• •�' �• •P/• r1'•'• •��• •� •• rt• .14`..r. . P:•�.•:* ••;:••?: