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ST - 5800 SOUTHCENTER BLVD - SOUTHCENTER ARCO - STORAGE TANKS
TAN K(S) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 5800 SOUTHCENTER BLVD PARCEL NUMBER(S) 1157200352 RELATED PERMIT NUMBER(S) 446-15 EL09-0688 D09-096 09-F-178 Date: 12/14/15 Tukwila Fire Department OPERATIONAL PERMIT 446-15 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Pacific Coast Energy located at 5800 Southcenter Blvd. 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 installation of or modification to an LP -gas system per International Fire Code 105.7.11. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 0 Q Propane Tank Installation Permit For installation of or modification to an LP -gas system per International Fire Code 105.7.11. You will need to submit the following: 1. Two scaled site plans showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. 2. Specification sheets for the tank. Business Name of the Contractor: V a, 04 t Co. s ► c h -v -cry Contractor's Business Address: t S.-- ' 1 "^ k^ or. City: 0 J l o n c State: ti•-) ct Zip: R e 3. 7 Contact Person: c j2 V\ vti s Telephone: - 60 --619 / Name of Business at Job Site: cTLC -e-tr r . rC 0 Job Site Address: S' c) o S. . z.,1-tc g I X4 i- -. w.1 utdc f g i g Number of tank o be n oved , ❑ modified , or ❑ installed Individual tank capacity (Gals.): ,J 0 ° Total aggregate capacity (gals.): S"O How many tanks total: / The permit fee is $100.00 per tank. I O rcc,I,l *. I l .S 7d,oo 3si Tukwila Fire Marshal's Office, 6300 Southcenter Blvd., #209, Tukwila, Washington 98188 • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov Propane Tank Permit.doc 3/18/14 PACIFIC COAST ENERGY, JOE PARK CONSTRUCTION, RAINBOW ELECTRIC, FIRE ONE INC TUKWILAIP rapTC) I/ay ti-te, FIRE PREVENTION BLTitAA . 444 Andover Park East,•Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will he assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date //-/3 -6 9 Permit # , 09 ^` gR Property Address. 5,Qk Soter,giCC f ✓t Suite # City Tukwila Zip Code 98 /S8 Name of Facility 19ECO 4)0 pill• Occupied as . j4 v1. Owner or Representative st- - 2. y Installing Company /moi /2_1_/— p i✓ £_ Installing Contractor's Address ";,2 C - Q ,vim, /6 7 vi4s y ivGTcv Zlbg City Gtr 01,44 • Phone # 206 C 7.5-03// Phone # ,26.E .? (g 25-z' Installer's Name (PRINT) T£,& 64 0 EA 1,e4-4 License and/or Certificate Gro tAINe1 General Contractor t.. ?to.K o w t Electrical Contractor s w Cj c T r i C.. FACP Equipment Manufacturer rt2cwT /.ln•' Model # .5 lad This system has bee stalled, pre -tested and operates in accordance with the standards 1}•sted elow and was inspected by E rzyz crpu,/s-. gkj <..-f T`iao-tc( On (date) // -/ 3--0 7 and includes the devices listed on back. Circle al that apply: NFPA 72, C 4 5 6 7 d/or IFC SEC 907 • NFPA 70, National Electrical Code,cle 76Manufacturer's Instructions Manufacturer's Instructions Other (specify) G.,' Tukwila City Ordinance Numbers 2050, 2051 UL Central SIGNED Monitor 1 4CG r s 222 5 -- System -System is monitored by,61 • Ce # # T E i Date /!—/.3—a 9 System Firmware: Installed version lG' Checks Initial program/I-,Z 0' Installation ,V4_ w Revisions and Reasons Date d G .-C9 l Date /7-/2-D % EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors- ofJ 2of2 ZofL ofl_ of Make/Model „S7t E Make/Model Make/Model // Make/Model 7/ / / Make/Model "51)515-41)#.5:: / S S .S s 5L 3o 5-/g Ti/ffg4 mei-) -341Q A/V Devices r of 'Y Make/Model f,Uiy1f l I GG Audio Devices of Make/Model . Visual Devices 3 of 3 Make/Model 6/ i 5 7— C.— Auto Door Release _ of _ Make/Model Trouble Indictors Z of Z Make/Model A/¢ P ? gol, , •.. Toe• Batteries Readings Battery e2 / a Generator of HVAC Controls of Fire Alarm Dialer / of / Monitored by /20. - Full Load ,?c5 Charge .2 7' 3 Make/Model Make/Model . Make/Model ,4*e S /24 -Oho / er' 222 C e Annunciator / of _ L Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of Make/Model Valve Tamper Sw. — of _ Make/Model FIV _ of _ Make/Model Elec. Alarm Bell of • Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do Y oumeet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? . Yes No Test of alarm System on emergency power, satisfactory? Yes >6 No _ Test Witnessed by Title Comments: Date Pei.iine\rnnfrmrtnre M-]fArial :P, TPet rPrt1{7f:atP Revised! 10/28/04 TF1 FP Form #110 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ro // Sprinklers: Fire Alarm: Tyie of Inspection iboAfi'-2 ' Monitor: 5'. c, 1Q 1 vs› Contact Person: Address: , Ea 00 Suite #: Special Instructions: Phone No.: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: Prcpi" ----Teco - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: L.,p Occupancy Type: Inspector: j,, S c-rsc_ Date: 2_ / 2 _ j b Hrs.: k $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Ali muz A. -1)x_ pro Type of nspection: Address: S ov Suite #: S ,C._ P I ✓P' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ?Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /, P/) M,00.4., car k b 1 o r_i s 9-e1' 1V1/0 -K t e cel 7 g- PrDD -. ,-e, „\-ki) I k t S l,vir- W --i-t.„ .,, s" ---o ' y 10-6 privet /s e c.A, IVI 2)04%. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Sd_ Date: o /ii J/ 4, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 NSPECTION RECORD 2 Retain a copy with p INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 4 Cc' ,q» Jom Type of Inspection: Address: heap Suite #: S_ c, r»,44/ Contact Person: ,E2 /tet *r•,' Special Instructions: Occupancy Type: Phone No.: 321-SIGl-t-Ltry I 'I improved per applicable codes. nCorrections required prior to approval. COMMENTS: ;.re- 4-:r/lo I co 1,f p c"14er'k- in Needs Shift Inspection: Sprinklers: Fre Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 54} , 0-3 Date: l!%m%c) 9 Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy ' i • - it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: x2c° /4n4//044 Type of Inspection: Address: 5 oo Suite #: sc. R1vd Contact Person: pe{.e✓ &ro (k ,c;,2 -e- 0-,../.e_ Special Instructions: Pre -Fire: Phone No.: z • G. --,,g4-0 air 2c6-34/7- 8511 (1 kpproved per applicable codes. Corrections required prior to approval. COMMENTS: F---;T-t- 4 I.a etAA F-;-.Ac--Q O k_ t...g •4s hu;115 1) G adtlas 5eI covIrtc/-/y o b - Hood & Duct: Monitor: L (orr<<4 Place.1 tL - A 01 be k,1,5,„s, s Lc444,, 6L Pre -Fire: Permits: / ?7 4/kit- 7 ►.1 •+1 / OI— I-L/ Occupancy Type: L/ EO L o,., A/e 1 b /c_ N-'- et z= r9 .Z9 ft,... 44/G/ /✓/}c rs 1 - L7-.4 4/G 0 4`. 5-) 544e -s s yvtc!G/ 4 t4-- 9 6 b 55e+l €4r✓e.e. 0L_ Al/.1 f 2 04_ 7 54,,.ti. 1,) 4s.w gD,4,-,>✓ A.,,,1/5,1,4,, of_., 4—/0)f.) a/- Go.& Olt— / 0)410.n.4,1 ge-*Lsr.rr eii PACIF C C 4S NERGY 1 1 1 i 1 0 0 i OFFICE (MAILING) 1520 WILMINGTON DRIVE, SUITE 280 I DUPONT, WA 98327 OFFICE (253) 328-4418 I TOLL FREE (844) 301-8661 I FAX (253) 328-4419 1 PACIFICCOASTENERGY.NET et i 1 1 1 i 1 0 RIA. No. AN WELDING &TANK 6 FLUID CONTROL GROUP SALT LAKE CITY. UTAH-FREMONT, OHIO YEAR BUILT 120 OUT IDIDIA. .37 4 I IN. k $ | k 05 |§§|§;«K { /EGROUND -TYPE BS -AP LDING & TANK & FLUID CONTROL GROUP !( N IPTAIN A PRODUCT HAW OF 215 PSI AT 100T. (j} 40 DEG. F. D T? 107 ! k 2 $ g ' /j e.E § . x62 k { 2 kr■ u. i6u k# !|■iia_ K b E k UVJ -51 LONG SEAM LW -52 HEAD TO SHELL / �k0 . § - _r -- _ _ NAT'L BO. SEI .1' TIFIED BY: AMERIC RSCO CORPORATION GAS EOROIA-BLOOMFIELO. IOWA, MAX. ALLOW. WORKING PRI MDMT®'F AT 25i 1 CRN NO. L-4709.50 SERIAL NO. I E LENGTH 119 IN. EAD THK. I .185 J IN. 'LISTED CONTAINER ASSEMBLY FOR LP GAS 695A :ONTAINER SHALL NOT C O OR PRESSURE IN EXCESS P TUBE LENGTH-RO% FULL DATA PLATE RAL NOTES: 2.§§ - §§/| $ Soe) [2§!r� 2©■§ 7k12[;2| 2w!8.)ek§L)kj\,-k §�§��ba§bs|� e%��� r !,!v.«_ KG,/ GENERAL SPECIFI CAPACITY (GALLONS) ABLE WORKING PRESSURE EFFICIENCY: ASME ASME STATIC TEST PRESSURE (P, .',E AREA (SO. FT.) VALVE SETTING (PSIG) DISCHARGE RATE - (CFM RI ASME SECTION VIII' ARDS: UNDERWRITERS LA N.F.P.A. 58 LP GAS IAL SPECS.: COUPLINGS SA -105 TANK FLANGES SI ADAPTOR SA -105 500 W.G. ABO PROPANE TAN AMERICAN WE (CO CORPORATION GAS :! |° |§ ! - 8 - ce!� ° ��� ` ��|��� 0 2�|`��f j(_}\§\2\s,§\\ §§k i (Bcccc)k : 2� - , 1 S ) 0 mak N §§ §e§| s§E! a_ )■ 2 (J I n f e u /� 22 _5 § Q0 _ | | , °LOCATED "A" & "F" ATA PLATE 8 CHEK-LOK SED MOMTPRESSURE TO 250 PSI §$ , §@ 2 § §§ ECTEO SHELL LENGTH • ~ 5 `2§ g. 5 « j 1=1L:: �� k .111 �§ k §§)! �• 5 III# 7�$ & e -.a., e cn 0 E a $ U. 2 222; | ± @ ( lb. \= . § / co ' I. | <;, § §t /k | i | 2 `} ID ELL. 0.215'%SI Ir. EARS -5T _1.0. % 0 FTINO LUGS WK LEGS WK LEOS (FREMO ONE |2 \k\ _____ 5-.aii.% THE STORAGE GAS ONLY i . ° R--- o § «. E ® | -.,.\,.r-. 9.1 n ' ° tk e� ■ © 2||\§§ ))u'2§| . -V)\ DESIGNED FOR IED PETROLEUM 2W a \ . SIDE ELEI ED LEVEL WITH ALL FO( V OISTRIBUTIONOF LOA( )EVICE. |§21§§i| mY§|i|w | Cs , o xE 616', ■||r.7�! S VESSEL I OF LIQUEF } ( 2gs e=& ƒ H ! .&x■moi , } , & --!■A! / | §�\ ` §B g .- e § 1 <.E.. $ 0 0 IcEgat 1 1 1 i 0 0 1 It 1 King County ti 115 7200353 115 7200351 1157200 0 3597000203 The nfomhation included on the nap has been compled by Kiig County staff from a variety of sources and b subject to change wthout notice. Kng County makes no representations or warranties, express or impied, es to accuracy,completeness, timeliness, or rights to the use of suchinfonnatiai. This documentis rot intended br use as a survey product. long County shell rot be liable fcr any general, special, indirect, incidental, or consequential damages including, but nd limited to, bst revenues or bst profib resubing from the use or misuse d the information contained on this map. My sale of this map or infomration on this map a prohitited except by written permission of Kirg County. Date: 10/8/2015 A King County km King County GIS CENTER Coaxial Upgrade Project SCOPE OF WORK ARCO AM/PM Facility 5800 Southcenter Boulevard, Tukwila, Washington FAC No. 6155 / BCE Job No. 1975 No Fowl(' Pliene 2,etu,gliPtoofq $4(-1/z ons 11)-1 peDdttci- Convert Coaxial to Dual Point hqk(, 2 COnntch`er► s ..one flo, Vp t,l-L 1. Remove and discard existing fill manhole cover and existing coaxial fill/vapor recovery riser. Install new POMECO dual point manhole cover with ATG access port. 2. Install new risers for dual point, EVR certified OPW fill and vapor recovery equipment. 3. Inspect fill sumps and repair damaged penetration boots and other seals to make fill sump watertight. Install OPW sump shield at locations with water in the fill sump. Repair tank slab as required. 4. Pump out existing water from fill sumps and dispose of water in accordance with state, federal, and local codes. Install ATG Probe •• pan i, pDd14.01' 1. Install riser for Veeder Root automatic tank gauge. t.exi& n i9ikeS 4-(o(ri 430 1975.007.doc ARCO AM/PM 5800 Southcenter Boulevard Tukwila, WA Fill Side Sump Section Typical OPW sou.: 3/4- • 1• -0 - SUMP 440N10BNP UQq SENSOR 4r OIA COOTANNLENT AMP (TIP.) AIL LADLE ACCESS CINERS TO BOAR GRADE 94141. BE LAUD 1041 ANO W0OIBE {' FI. AOAPIER ANT CAP N SP4. COMA/NEM Mi. 938 AXE55 PORT RIDER ROOT .1 CPN 44801 SIRICWE 1 TANK LEVEL PROBE 14/ LS CAP It RM. OVERCALL KAMA SET 010X CAPACITY. USE r PLAINT N INSTALL NT 4r OWL MULTI -PORT SNGLE OVAL POINT Fti SP1. CONTANENT ASSEMBLY W/ (2) 5 CALLON WILL OOO605 CARO STARE 1 EAR OOMPUKIT PER VR -102-C 4r OWL IAA.11-PORT 00031E 3.186 PONT M. SAIL WNTAHw6h 1 A55OTL W/ (4) 5 GALLON SP1L BUCKETS CAR' STATE 1 OR COIPUANT PER VR -102- 4 FTI. ADAPTER AND CERT N SPILL COMTAl1F tt FALL BDR (TMP. 2 EA.) te' (*.P4 e 36' (TMP.) 4-1/2' ro 6' 4' x r VAPOR RECa40144 ADAPTER t CAP N SPILL CONTANNENT FILIAL PE7t 01.163 EMR W-102 NO ORAN VALVE TO E INSTALLED ON VAPOR RECOVERY SK. INJOCET. (TMP. 2 EA) 3.rOR36'FN. SUMP SNEL.O 000110 CONCUR POCIRATTN MING (TAP.) E1a511NC 1- MONTCRl4 CONOUf JUNCTION BOX s CAVAN SPI. COIRAR81. (6614 ORAN ON ALL BUCKET ONLY) CONTRACTOR TO INSTALL caws AND COTTER PN ® TAW GAUGE AM ER t VEER ROOT .1 6H 4ACI4aS1.WCfl* '..: UI80 LEVE. PROBE 14/ RS CM t NWT LWERF0. ALARM SET 0 901 CAPACITY. USE 2. 0OA1 N emu 6)0 41.48' EXTRACTOR 44X4111. 4 GAL.V. STEEL RISER SUCE 1 AMOR 115044 6 N SNR PLACE AS TANK LEVEL GAUGE M TNS VIEW COSTING CONTAINMENT SMP TITLING r PWC (018. 2) SMP 808440E WIUT SENSOR n5ower 17 ONEW r BALL FLOAT %1044 SET e ass CAPACITY (RMP. 2) Fill Side Sump Section Ow/ Manway Typical OPW S M1 3/4' • I•-0' f ill Side Sump Plan View Typical OPW 4 x r 14901 RECOVERY ADAPTER ' 16 *CAP N SPIT 00NTAM6ENT P1. 6011. PER CARO EAR VR -102-C. NO CRAM VALVE TO E INSTALLED ON VAPOR MOWRY 5PLL BUCKET. NOM 1001 REQUIRED f0R OESE. STALL: 3/4- . 1' -0 - SAP U08101OK' LOOM SEx50t1 Ir OWL CONTAI8 PST SUP (TVP.) 13" Ir ir 92,108Es ADZOOR ROOT .1 CFN MAGIO5101CTISE TAM LEVEL PROBE W/ RS CAP t 3HG OVfAF11 AIM SET 0 90K 6880444. USE 2' FLOAT N NSW. TT -J is 16 4 x r wpmMOOVERY ADAPTER & CAP N SPR. CONUNAOIT FILL BOX PER CARO EAR AR -102-C. 100 OMAN VALVE TO E *STALLED 01 VAPOR 1.0046844 SPI. amt. IO1E: NOT MAPCO FOR 0E5EL r ACCESS PORT 6 Al. MN8Ot1 ACCESS coVERs TO BELOW GRACE SOPA. E LAUD TOO ANO tomes 4' FALL AOAPIE8 NC CAP N SELL CONTAINMENT FAL. 80X Ir 01A. 480.0 -PORT AIME OUP. PONT F1. Swl. CONTAINMENT ASSEMBLY W/ (2) 5 61108 St. BUCKETS CARO 51ACE 1 EVR COPIWR PER VR -102-C 061016) PLATE 0*4* FIAT 2404 SLEW OW.) NAD AY 141671044 (4) Fill Side Sump Plan View O w Manway Typical DPW -s SCALE: 3/4' . I'-0' MATERIAL LIST ITEM BY INSCRIPTION MANUFACTURER O BP 4e' ow. DOUBLE 00AL PONT FILL -581. 00441104E 11/ 6' ACCESS U0. ASSEMBLY NCU8O(S 1-2100-84484 t 1-2100-0082 SPILL%/L, ' MAN 8-2100 Flu. ORA COLLECTORS. 10K-2100 PRODUCT OVALVE, 10IN PLUG. 5P1. COUECTOIS STO L BE 5 OMAN CONTAINMENT. PER CARE OR DEC ORDER 044-102-C 6000. M0. 6511440446-163.4881054 O 8P 4411- INA. SINGLE DUAL PONT F1L-5846 MANHOLE 1/ 13' ACCESS LA. ASSEMBLY NCUAES 1-2100-84044 t 1-2100-00TR 58111. CO11ECTORS. 104-2100 PRODUCT944 5 OMAN VALVE. ":19-24° CONTA661ENT. PE14. R044084 PLUG. SP1. COUECTORS SLMLL 661108 CARE ENP EXEC ORDER 144-102-6 . r/pOIEo' 4100e. N0. 6511440449-163048441052 13 BP ALL 01140. ADAPTOR - PER CARE EOR EXEC ORDER 1M -002-C VPN" 41000. N0. 615VP-1020-EOR TI BP PRootici TOP 5(14. FX. CAP - PER 44601 EVR EXEC OR0(R VR-102-0 0. 1O08W' 600. 63477-7065-011 IS 9P VPIf M0044L N0. 61VSA-1020-0044 04R-Io8044 z-GRECO'ERY SHAVE. ADAPTOR - PER CARE OR EXEC ORDER v 16 BP 088044 TOP SEAL CAP - POR CARE EOR EXEC MOOR 044-102-C VPN" MODEL N0. 1711T -7065 -EOR 17 a M - 4'0I7' 511.4041 81140481 CROP TUBE 1/JACK SCREW LOCK CONN OENCE w/%/MCC SEAL ADAPTOR TANK e0T1O* PROTECTOR N/ NSTALLUTN TOOL - PER 6446 ENR EXEC ORDER 1R -102-C VPN" M000. NO. 601-7366 VN" 446 P6400N0. 61.158 -4400 -EOR VPN" M000. N0. ISA -400 10PN" MOOET. N0. 6111-1400 VPN" MODEL N0. 6158-1004. O1! BP 4"04'•2'' emcee 144E KONG %/ LACE. (491 5 44 4A469I PROTECTION) 'ow 1.1003,, 440. 277411-4420 O BP 3' RCAT V(RT VALVE Vwr 100(4. 440. 33166-3140 (14'-204) 1781 44300. 440. 5.7411L-3160 (16'-124 t 10K) O M ORDER :torte PORT CAP MO RG 10T - PER CARO ENL EIEC40 044-1 186508 0901)80S' YOO44L 440. 305%84 O Bp CONTAINMENT STAMP U01/3 SENSOR. 808-06CWINMTNG (FOR IT. S10E M6) 1URBNE SAE TANK SWAPS AND OISPETNSCR SUMPS) VAR -Moor U000. No. 794380-206 O: OP TANK LEVEL l0• MAGNEIOSTRICTNE PROBE -0.1 GPI (USE 2' FLOAT N KR) VAR woo. -Noor oo. 440. VR -647390-109 O M ROBE ( INSTAL. KR RIR YAG 1 LANK REVEL PROBE(GASOLINE) VEEOER_ROor ROOM 440. VR -649600-000 O88 00(4324. KAMA ATN NORN/SDIOBE 120VAC VEID(8-ROOT MODEL N0. 790091-001 OIIP ACKNOWIEOGEMOR SWWTCN VEEOFR-ROOT 1000. 440. 790095-001 3 OP EYERCOACY PIMP 51411 OFF 5NRCH (AIOORR/OUTDOOR) 'SQUARE 0' U8SS 9001 10731646 PUSH -BURTON ALC. NTH BOX ARO COVER_ (FDR 0Uro0044 NOK 344 ENCLOSURE MOTORED) (OR FOWL) 1 C.C. SEAL OFF 'CROUSE ND ROUSE AS' 3/4' M 1--EVS3 (VERTICAL) OR EM531 (O£ATICN. M FOI620NML) O. C.C. .4-80X 1640' 3R 404 OR 16' 50. LO C.C. MAHI164ANKE RECEPTACLE 1416801.' 5PEC1ICATLO44 GRADE RECEPTACLE Gm N %WATERPROOF COAT Overfill Alarm and OAcknowledge Switch 5cME: 3/4' - 1•-0' 610.1 136 eM(M1E.WON by ROA TB7I UNT ROM= TOM 60543-443 MEzmuoaArc IN USE E, Bovis (Alla (.116 ..Ia.ui .40 MN 61MI-3204 R MMENRATNITTAte - 1 '+ .6144(/5 - a a a a a a A a a a a A Aa 114 1M90N 43Dly ANIIAN 401144 OW SMINIXII P. 14-.14. I.V. ll an .K S ..M.4A. 10. 4410 .. p1 ..14• 80.,.4.6.._ ..rr :......40..1 *fir.. I ......... .1... w...1.g ......4 .14M Y•....../. r rw.A. w M.O . ..91ww . A M Ila a M ..40....era. 11... ...1...r. 4.1•4•1.1.F ..=OAr.4...+•.. "Naha t as ..b. .. rM =Oft ...Ie al .4044. i .Ue/ • Ar/.4...ad4 lr w.Yr .a.... 10440 .....r4. .....w .. w 0..wr 4 1 ~mar mamas am®etAm mir WESTERI4 STATES ARCO MAk0ED SITES COAXIAL FILL/VAPOR CHANCEOUT Nee As SIRDMI A9AKT A1m os INC 10/25/03 Nam os imam SE .4MKYR ge 4r. 4M: CRS AY ANC imam II -X1.0 oso 4e SRII amCr'C TYPICAL TNA SUMPS/ OVERFILL ALAR. NOTES AND INSTALLATION DETAILS M.1.1 12. ;col \tonke\M.t.t.ong Dote/Time: 11/07/2003 10: F'le: P:\11000e\1 1152\mech 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f r I ! i I I I L ----J C O 87 92 89 89 92 87 92 89 87 57 89 92 87 92 89 89 92 87 O 1 9287 89 87 89 92 B7 89 92 B9 92 87 92 89 87 B7 89 92 TYPICAL SITE PLAN SCALE: 1" = 106— 0" 0 10 B7 92 B9 89 92 87 92 89 87 87 89 92 15 20 ( IN FEET ) 1 inch=10'ft. lo 001 1 1 1 1 1 1 1 1 1 1 GENERAL SCOPE OF WORK 1. THE CONVENIENCE STORE AND REFUELING STATION WILL REMAIN OPEN DURING THE CONSTRUCTION. KEEP THE PARKING AREA AT THE STORE CLEAR OF WORK VEHICLES. MAINTAIN CLEAR ACCESS TO THE C—STORE AND PARKING AREA AT ALL TIMES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PORTABLE RESTROOM FACILITIES FOR CONSTRUCTION CREW USE. CREWS ARE PROHIBITED FROM USING PUBLIC RESTROOM IN THE STORE DURING CONSTRUCTION. 3. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH COMPANY'S SAFETY, HEALTH, AND ENVIRONMENTAL POLICIES AND PROCEDURES. CONTRACTOR SHALL REVIEW AND DISCUSS SITE HEALTH AND SAFETY ISSUES WITH HIS OR HER WORK CREW, SUBCONTRACTORS, AND OTHER PARTIES INCLUDING PEDESTRIAN SAFETY, FENCING OF EXCAVATION, OVERHEAD AND UNDERGROUND UTILITIES, FIRE HAZARDS, FIRE EXTINGUISHERS, EMERGENCY PHONE NUMBERS, HYDROCARBON VAPOR SUPPRESSION, HEAVY EQUIPMENT OPERATION, AND AWARENESS. 4. CONTRACTOR SHALL PROVIDE AND BARRICADE ALL OPEN EXCAVATIONS, TRENCHES, HAZARDOUS AREAS, ACCESS TO EQUIPMENT, ETC. THAT MAY POSE A SAFETY HAZARD. THE ENTIRE CONSTRUCTION AREA MUST BE FENCED WITH 6FT HIGH CHAIN LINK FENCE. FENCED AREAS MUST BE SECURED AND LOCKED AT THE END OF THE WORK AREA. COMBINATION OR KEY TO LOCK MUST BE PROVIDED TO COMPANY REPRESENTATIVE. 5. HARD HATS AND SAFETY GLASSES MUST BE WORN AT ALL TIME IN THE CONSTRUCTION AREA AND WHERE HAZARD EXISTS. 6. CONTRACTOR SHALL FURNISH ALL SUPERVISION, ADMINISTRATION SERVICES ADMINISTRATION SERVICES, LABOR, MATERIAL, SAFETY GEAR, TOOLS, TRANSPORTATION, CONSUMABLES, EQUIPMENT TO PERFORM THE INSTALLATION OF LINES AND DISPENSERS AS NOTED, REPRESENTED, OR REFERENCED ON THE COMPANY'S BID DOCUMENTS, CONTRACT DOCUMENTS, DRAWINGS, AND SPECIFICATION, EXCEPT FOR THE MATERIAL, EQUIPMENT, OR SERVICES NOTED AS BEING SUPPLIED BY OTHERS. 7. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL GENERATED JOB SITE AND CONSTRUCTION NON—HAZARDOUS DEBRIS. ALL NON—HAZARDOUS DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE COMPANY WITH DOCUMENTATION AND PROOF OF DISPOSAL LOCATION. 8. USE PORTABLE VAPOR SENSORS APPROVED BY LOCAL FIRE DEPARTMENT WHEN WORKING IN THE TURBINE SUMPS, FILL SUMPS, OR OTHER POTENTIALLY HAZARDOUS AREAS. FOLLOW FEDERAL, STATE, AND LOCAL GUIDELINES FOR WORK IN CONFINED AND ENCLOSED SPACE. 9. REPAIR EXISTING TANK SLAB, FUELING SLAB AND SITE ASPHALT AS NECESSARY. 10. PAINT ALL FILL AND VAPOR RECOVERY COVERS. INSTALL NEW PRODUCT DELIVERY TAGS ON EACH TANK. GENERAL NOTES i!♦ REMOVE EXISTING COAXIAL FILL/VAPOR RECOVERY EQUIPMENT. INSTALL NEW EVR DUAL POINT FILL & VAPOR RECOVERY SYSTEM. INSTALL NEW "POMECO" MANHOLE COVER. SEE DWG. M.1.1 FOR DETAILS. INSTALL NEW "FIBERLITE" MANHOLE COVER. SEE DWG. M.1.1 FOR DETAILS. INSTALL NEW P/V VENT VALVES — OPW EVR EQUIPMENT. SEE DWG. M.1.1 FOR DETAILS. INSTALL NEW OPW FILL SUMP WATER SHIELD. SEE DWG. M.1.1 FOR DETAILS. G6T REMOVE EXISTING RONAN MONITORING SYSTEM AND INSTALL NEW "VEEDER ROOT" TLS -350 USING EXISTING CONDUIT. A. INSTALL NEW RISER, PROBE, AND WIRING FOR VEEDER ROOT ATG B. INSTALL TURBINE SUMP SENSORS. C. INSTALL ANNULAR SPACE SENSORS. D. INSTALL FILL SUMP SENSORS. SEE DWG. M.1.1 FOR DETAILS. INSTALL OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH. FIELD LOCATE FOR OPTIMUM SITE VISIBILITY AND MINIMUM CONDUIT RUN. CLIENT, by GLOBAL FUELS TECHNOLOGY 150 WARRENVILLE ROAD NAPERVILLE, IWNOIS 60563-8473 OL3AW TEAM MEMBER NIL Bovis Lend Lease 801 WARRENVILLE ROAD SUITE 6000 LISLE, IWNOIS 60532-5206 DESIGN EAU MEMBER lila. A US g" �/jy\j7' S'GM CT/NG %AHD PUNNING 18215 KENT, mac' H 2 67 ENG \14 AND DESIGN SPECLUJSTS. 72ND AVENUE SOUTH WASHINGTON 98032 (425) 251-6222 A A A A A A A A A A A A I/O. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERV7S/ON OF CONfIDENTl4LI1Y ¶A1EM9 materials understands is owned by BP, contain priviledged information of BP. agrees to retain these and agrees not to any other party to make copies of the agrees to use the purpose for materials available, return all materiais to of the intended of BP, whichever The recipient of these that copyright in the materials and also, that the materials and confidential business Accordingly, the recipient materials in strict confidence to disclose these materials and further agrees not materials. The recipient materials only for the limited which BP has made the and recipient agrees to BP either upon completion purpose or upon the request comes first. DEYFLCPMLNT /NPORAINIIDN; STATES SITES CHANGEOUT WESTERN ARCO BRANDED COAXIAL FiLL/VAPOR .SiEAmHS3 Sr4LE: AS SHOWN AlWIW41CEZ&D41 DB 44z 10/23/03 8PP" DB DEXNED BY SHK MANCE PAL DB DRAWN BY GRS Mr ME: facXXXXX M.0.1.dwg "CKED BY SRM DR4HINO TME,• SITE PLAN AND INSTALLATION NOTES TYPICAL GENERAL SHEET ND; M.O1 U 0 0) Q Jp 1=16 gslater Xrefs: N 0 Io 0 0 N Dispenser Remode \\\111\\\1\\\\\\\\1\1\\\\\11\\\\ P.L. = 104.87' \ \\\1\\\\\\_1\_\\\'1 \\1\1\\111\\\\1\\\\1\\\1\\\\\\\\1\1\1\\1\1\\\11\_ PLANTER S.153RD BLVD. BUILDING TIE TRASH ENCLOSURE STORAGE CONTAINER VENT RISERS oFENCE o HVAC UNITS ro M ELECTRICAL CABINET BOLLARDS (TYP.) PLANTER PARKING (TYP.) 3' HIGH INTERNALLY ILLUMINATED FASCIA ON 3 SIDES OF BUI DIN AM/PM SIGN EACH IDE f I RETAINING WALL PAY TELEPHONES 1 1 VAPOR WELL MANH ES INGRESS/EGRESS EASEMENT ASPHALT PAVING 32'-10" REMOVE 8 FEET OF ASPHALT PAVING SCOPE OF WORK LIMIT SEE SHT. TK1-2 FOR DEMO CANOPY FLOOR PLAN 0 0 0 BOLLARDS (TYP.) SALES AREA AM/PM W/ FAST TRACK INTERIOR SALES COUNTER 1 1E1E17 --SIGN 6'-7" ! INSPE ION WELL COVER VAPOR WELL MANHOLE - INGRESS/EGRESS EASEMENT BOLLARDS (TYP.) AIR/WATER DISPENSER PLANTER RETAINING WALL SIDES OF SITE) REMOVE 8 FEET OF ASPHALT PAVING VAPOR WELL MANHOLE • CATCH BASIN 7 CATCH FILM GRAPHICS ON OF CANOPY BASI N INSPECTION WELL COVER MONITORING WELL TYP. 3 SIGN HIGH LEVEL LOT LIGHTS Existing Underground Storage Tanks 0 TELEPHONE BOOTHS PLANTER R VALVE CATCH BASIN P.L. = 163.00' PLANTER SIDEWALK CATCH BASIN Southcenter Boulevard (CENTERLINE LOCATION N.T.S.) (NO TRAFFIC OBSTRUCTIONS) DEMOLITION SITE PLAN SCALE: 1/8" = 1'-0" DRIVEWAY POWER VAULT CABLE J—BOX SIDEWALK Vicinity Map Legend EXIST. 2" F.G. DOUBLE WALL PRODUCT PIPING TO BE REMOVED 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING TO BE REMOVED 2" F.G. SINGLE WALL VENT PIPING (REMOVE AS REQUIRED) EXISTING TO REMAIN / EXISTING TO BE REMOVED PIPING (LOCATIONS ASSUMED) EXISTING CONCRETE ISLANDS, DRIVE SLAB AND TANK SLAB TO BE REMOVED EXISTING ASPHALT TO BE REMOVED Demolition Scope of Work CUT OUT AND REPLACE DRIVE SLAB, AND PUMP ISLANDS AS INDICATED ON SHEET TK1-2. COLOR NEW CONCRETE TO MATCH EXISTING CONDITIONS PAINT (BLACK) 2. RELOCATE OR MAINTAIN ISLAND DRAINS AS INDICATED ON CANOPY PLANS (SHEET TK 1-3). 3. REMOVE (8) EXISTING "TOKHEIM 262" DISPENSERS AND ASSOCIATED HANGING HARDWARE. 4. REMOVE EXISTING "TOKHEIM DISPENSER INTERFACE BOXES IN ELECTRICAL ROOM AND INTERFACE FOR EMERGENCY SHUTDOWN SWITCHES. 5. EXISTING "API/RONAN X76S TANK MONITORING SYSTEM TO AT BUILDING. REMOVE ALL SENSORS AT TANKS. 6. REMOVE (4) BOLLARDS AT EXISTING PUMP ISLANDS AS INDICATED ON CANOPY DEMOLITION FLOOR PLAN. RE -USE EXISTING SIGN FRAMES AT BUMPER POSTS. 7. REMOVE ALL SIGNAGE FROM CANOPY COLUMNS. 8. REMOVE ALL UNUSED ELECTRICAL CONDUITS AT ISLANDS. 9. REMOVE DOUBLE WALL PRODUCT AND SINGLE WALL VAPOR RECOVERY PIPING BACK TO INTERCEPT POINT AT ISLANDS. SEE DWG. TK1-2. 10. REMOVE EXISTING TURBINES'`FROM EXISTING 87 OCTANE AND FORMER 89 OCTANE TANKS AND CONTROLLERS IN BUILDING. 92 OCTANE TURBINE AND CONTROLLER TO REMAIN. 11. REMOVE EXISTING STAGE 1 COAXIAL VAPOR RECOVERY RISERS FROM ALL TANKS. 12. NOT USED. BE REMOVED 13. REMOVE 8 FEET OF ASPHALT ON EACH SIDE OF DRIVE SLAB AS SHOWN. General Notes 1. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BID SUBMISSION. 2. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. REPORT TO OWNER'S ENGINEER IF UNUSUAL SUBSURFACE CONDITIONS ARE FOUND. THE OWNER'S ENGINEER WILL DETERMINE IF A SOILS REPORT AND OR CONTINUING ON SITE INSPECTIONS ARE REQUIRED 3. REMOVAL OF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 4. ALL EXCAVATED MATERIAL SHALL BE TESTED FOR CONTAMINATION PRIOR TO REMOVAL FROM THE SITE. THE GENERAL CONTRACTOR SHALL SEGREGATE STOCKPILES ON SITE IF REQUIRED. THE CONTRACTOR SHALL DISPOSE OF CONTAMINATED AND UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE PIPING SYSTEM. 5. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 6. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER REQUIREMENTS. 7. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DIVISION OF LABOR AND INDUSTRIES (STATE OF WASHINGTON) FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 8. SITE CURRENTLY BLENDING, NO TANK CONVERSION REQUIRED. NEC AND UFC EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS REVISIONS PROJECT RELEASE ISSUED FOR 11/ 08/99 PLAN CHECK BID RELEASE CONST. RELEASE 1.21 8 m E 6- co 0 E -(5) :4,a; tg 151(o occdc CI. CD CI: <4( Retail Mar -ii5 (:) im. co o o act') -E cd) -92 a :Fs) Cn E ° E 0 -se 0„) co o 01-140 r° -et/4 4 41 La Palma, CA CO 0 cm o "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 (206) 251-6222 BCE% 7335 master release date proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file DS1 1 of to 0 Ti 1 0 0 0 O U Dispenser Remode PROJECT MANAGER APPROVAL: 0 J.P. BROWN ENGINEERING MANAGER APPROVAL: H. WILLIAMS 0 0 II —I a: P.L. = 104.87' \11.1\\\11.1.1»1\11»\\11\•111.1»»»1»1\•••••• 1\\\\•\•1111\11\\»>\\l\»>1•1»>\•11 -•\11111\\1•L•-•\ >111A1» • • • • • • • • • • • 32'-0" BUILDING TIE x PLANTER PARKING (TYP.) 3' HIGH INTERNALLY ILLUMINATED FASCIA ON 3 SIDES OF BUI DING AM/PM SIGN EACH IDE RETAINING WALL PAY TELEPHONES INGRESS/EGRESS EASEMENT NEW ISLAND DRIVE SLAB 23'-0" 0 0 / // / /. /%. SCOPE OF WORK LIMIT SEE SHTS. TK1-3A FOR NEW CANOPY FLOOR PLAN i// / / / //' , PLANTER TRASH ENCLOSURE STORAGE CONTAINER 12 a ELECTRICAL CABINET FENCE o HVAC UNITS / / a / SALES AREA VEEDER ROOT ALARM MONITOR SYSTEM EMERGENCY SHUTOFF SWITCH ! •9'-9V 6 INSPE Co Cg) EXISTING VENT RISERS BOLLARDS (TYP.) ION WELL COVER 11 // m r - NG EM • N --=T= GAUGE (FUTURE TYP.) ANNULAR SPACE (TYP.) )) o I 11 11 1 1 11 3 1 4 UNL lil SUP III 0 QIP CONTRACTOR TO INSTALL (4) FOUR WAYNE 2/V-580 SINGLE HOSE PER SIDE, BLENDING MULTI -PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH BALANCE STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND INTERCOM. SEE DWGS. TK3-3 AND TK3-4 FOR TYPICAL INSTALLATION DETAILS. INSTALL WAYNE DISPENSER DISTRIBUTION BOXES AS REQUIRED IN ELECTRICAL ROOM PER MANUFACTURE'S INSTRUCTIONS. CONTRACTOR SHALL FIELD LOCATE, INTERCEPT AND CUT EXISTING CONDUIT ROUTED TO REMOVED DISPENSERS AT A CONVENIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL CAP AND ABANDON ALL CONDUITS NOT BEING REUSED. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY TO THE NEW DISPENSERS REMOVE ALL BREAKERS NOT BEING REUSED. REPLACE BREAKERS IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED. ONE CONDUIT SHALL BE USED FOR NEW DISPENSER POWER, COMMUNICATION AND ONE CONDUIT FOR INTERCOM REROUTE INTERCOM CONDUITS FROM HIGH VOLTAGE WIREWAY TO LOW VOLTAGE WIREWAY IN BUILDING. CONTRACTOR TO DETERMINE IF EXISTING PANEL BOARD MAY BE REUSED FOR CIRCUITS TO DISPENSERS. ONE CIRCUIT FOR EACH DISPENSER IS REQUIRED, WIRED TO THE SAME PHASE. CONTRACTOR TO INSTALL NEW SUB PANEL "D" IF SUFFICIENT SPACES ARE NOT AVAILABLE ON EXISTING PANEL BOARD. DISPENSER START UP BY MANUFACTURERS REPRESENTATIVE COORDINATED BY CONTRACTOR. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REPLACE DISPENSER FILTERS FOLLOWING STARTUP. CONTRACTOR TO COORDINATE WITH LINDA ANDREWS AT (714) 670-5423 FOR LINE TESTING AND VAPOR BLOCKAGE TESTING AS REQUIRED BY GOVERNING JURISDICTION. CONTRACTOR TO PROVIDE FOR CALIBRATION OF THE DISPENSERS AT VNO SEPARATE PHASES AS FOLLOWS: 1.) PRIOR TO OPENING. 2.) 2 WEEKS AFTER OPENING. 18 INSTALL 2" DIA. ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. INSTALL 2" DIA. INACTIVE SIPHON LINES AS SHOWN. SEE DETAILS #2, #3 AND #4 ON DWG. TK -4. (IF NOT EXISTING) 19 ALL NEW PIPING AND TANK SUMPS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD, MAIN PRODUCT LINES AND SIPHON PIPING OR SHALL PROVIDE AT LEAST 4 FEET OF STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE OD CONTRACTOR TO REWIRE EXISTING EMERGENCY SHUTDOWN SWITCHES AT BUILDING. INSTALL NEW EMERGENCY SHUTDOWN SWITCH AT SALES COUNTER IF NOT EXISTING. SWITCHES SHOULD BE WIRED TO SHUT DOWN TURBINES AND DISPENSERS. INSTALL (4) U -SHAPED BOLLARDS AT NEW PUMP ISLANDS AS INDICATED ON REMODELED CANOPY FLOOR PLAN TK1-3. RE -USE EXISTING SIGN FRAMES AT BUMPER POSTS. ALL BOLLARDS THAT ARE TO REMAIN ON SITE SHALL BE PAINTED BLACK. SEE DETAIL #10 ON DWG. TK3-4. ye cP. HH III o�� Il 'i / /, / /; - CATCH BASIN WATER METER P.L. = 163.00' PLANTER 1 ACTIVE SIPHON VAPOR WELL MANHOLE CATCH BASIN TYP. EXTEND EXISTING COLUMN CLADDING ON OUTBOARD COLUMNS TO DRIVE SLAB. INSTALL NEW CLADDING ON INBOARD COLUMNS IF NOT EXISTING. PATCH AND REPAIR ALL AFFECTED ASPHALT ON THE SITE AS DIRECTED BY ARCO FIELD ENGINEER. SEAL COAT AND RESTRIPE ENTIRE SITE. NEW PIC UNIT AT LOCATION SHOWN. CONTACT ARCO FIELD ENGINEER FOR ADDITIONAL SCOPE OF WORK. Compliance Notes GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM THE GOVERNING JURISDICTION FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO ANY REQUIRED INSPECTIONS. TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER Sc GOVERNING AGENCY AT THREE (3) SEPARATE CONSTRUCTION PHASES AS REQUIRED: 1. TANK AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 2. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.. TANK SYSTEM, MONITORING SYSTEM AND VAPOR RECOVERY INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING \AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. FILL, TYP. STAGE I VAPOR RETURN (TYP.) \ 0 VENT & STAGE II VAPOR RECOVERY (TYP.) TURBINE (TYP.) — INACTIVE SIPHON SIGN HIGH LEVEL LOT LIGHTS rTELEPHHSONE BOOT PLANTER POWER VAULT WATER SIDEWALK CABLE J -BOX SIDEWALK X CATCH BASIN CATCH BASIN Southcenter Boulevard (CENTERLINE LOCATION N.T.S.) (NO TRAFFIC OBSTRUCTIONS) DRIVEWAY PIPING AND DISPENSER INSTALLATION SITE PLAN SCALE: 1/8" = 1.-0" STRANDER BLVD. Vicinity Map GENERAL NOTES PIPING LEGEND NEW 2" F.G. DOUBLE WALL PRODUCT PIPING NEW 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING NEW 2" F.G. SINGLE WALL VENT PIPING (AS REQUIRED) EXISTING/ NEW PIPING (LOCATIONS ASSUMED) G EXISTING UNDERGROUND UTILITIES (WATER, GAS, TELEPHONE , SEWER) NEW CONCRETE ISLANDS AND DRIVE SLAB PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 1/8" PER FOOT MINIMUM. SIPHON PIPING TO SLOPE 1/4 -INCH PER FOOT. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT PIPE. VAPOR RECOVERY AND VENT PIPING TO BE SINGLE WALL PIPE. THE GENERAL CONTRACTOR SHALL VERIFY DOSING SITE CONDITIONS PRIOR TO BID SUBMISSION. 2. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. 3. INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 4. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC REQUIREMENTS. 5. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF THE PIPING LAYOUT. GENERAL CONTRACTOR TO RELOCATE, MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN. GENERAL CONTRACTOR SHALL PREPARE "AS -BUILT" PLANS UPON THE COMPLETION OF THE INSTALLATION. 6. Al UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS. 8. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. TANK AND PIPING INSTALLATION NOTES EXISTING FOUR 10,000 GALLON DOUBLE WALL FIBERGLASS TANKS TO REMAIN. INSTALL NEW "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM. INSTALL NEW TURBINE SIDE ACCESS MANHOLES. EXISTING 89 OCTANE TANK TO BE CONVERTED TO 92 OCTANE. EXIST. 92 OCTANE CONVERTED TO 87 OCTANE. INSTALL DRIVE SLAB, AND PUMP ISLANDS AS INDICATED ON SHEET TK1-3. MATCH EXISTING SITE ELEVATIONS AND GRADES WITH NEW CONCRETE. COLOR NEW CONCRETE TO MATCH EXISTING CONDITIONS (BLACK). RELOCATE OR MAINTAIN ISLAND DRAINS AS INDICATED ON REMODELED CANOPY PLAN (SHEET TK1-3). EXISTING FOUR (4) 4" COAXIAL FILLS. CONVERT TO DUAL POINT FILL. CONSULT WITH ARCO FIELD ENGINEER FOR DIRECTION. INSTALL NEW MANHOLE ACCESS COVER AT FILL AND STAGE I VAPOR LOCATION. EXISTING 1-1/2 HP STANDARD TURBINE IN 87 OCTANE AND FORMER 92 OCTANE TANKS TO BE REMOVED. EXISTING 1-1/2 HP STANDARD TURBINE IN CONVERTED 92 OCTANE TANK TO REMAIN. INSTALL NEW 2 HP VARIABLE SPEED TURBINE IN PRIMARY 87 TANK. INSTALL NEW TURBINE CONTROLLER IN BUILDING. CONTRACTOR SHALL FIELD LOCATE, INTERCEPT AND ROUTE EXISTING CONDUITS TO NEW TURBINE LOCATION PULL NEW WIRE FROM PANELBOARD TO SERVE NEW TURBINE. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY FOR NEW TURBINE, REPLACE IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED. REINSTALL 3" SINGLE WALL STAGE II VAPOR RECOVERY HEADER FOR "BALANCE" VAPOR RECOVERY SYSTEM AT INTERCEPT POINTS AS SHOWN. MAINTAIN EXISTING SLOPE 1/8" PER FOOT MINIMUM TO TANKS. SEE DETAILS AND SECTIONS ON DWG. TK3-3 6) REINSTALL TWO 2" DOUBLE WALL PRODUCT HEADERS AT INTERCEPT POINTS AS SHOWN. LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. MAINTAIN EXISTING SLOPE 1/8" PER FOOT MINIMUM TO INTERCEPT POINTS. SEE DETAIL #3 ON DWG. TK3-1 FOR SUMP SENSOR DETAIL SEE DWG. TK4-1 FOR WIRING DIAGRAM. SEE DETAIL #5 ON DWG. TK3-2 FOR TYPICAL PIPING ARRANGEMENT AT TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. EXISTING FORMER 89 OCTANE PRODUCT UNE TO BE CAPPED AND ABANDONED IN PLACE. INSTALL 'VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350 IN BUILDING SEE DRAWING TK4-1 FOR LEAK DETECTION AND DISPENSER WIRING DIAGRAM. EXISTING FOUR (4) 2" SINGLE WALL FIBERGLASS VENT LINES TO REMAIN 9) CONTRACTOR TO VERIFY THAT TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. SEE DETAIL #5 ON TK3-1. 1 EXISTING CONDUIT TO TURBINES TO REMAIN. REUSE AS NECESSARY FOR NEW WIRE PULLS TO NEW TURBINE. ABANDON IN PLACE EXISTING CONDUITS NOT BEING REUSED. INSTALL FOUR (4) NEW VEEDER ROOT ANNULAR SPACE MONITOR PROBES. SEE DETAIL #4 ON DWG TK3-1. EXISTING BALL FLOAT VALVE/EXTRACTOR ASSEMBLY FOR VENT & STAGE II VAPOR RECOVERY TO REMAIN. SEE DETAIL #6 ON DWG. TK3-1. FUTURE TANK LEVEL GAUGE RISER LOCATION (NOT USED). EXISTING MONITORING WELLS TO REMAIN. REPLACE COVERS IF AFFECTED BY TANK SLAB REMOVAL FOR IDENTIFICATION MARKINGS AT TANK MANHOLES, SEE DETAIL #18 ON DWG. TK3-5. INSTALL NEW PRODUCT ID MARKINGS ON CONVERTED 87 OCTANE TANK. (TO NOT USED. NO. EXPIRES 01-07-01 DATE ARCO PRODUCTS COMPANY MASTER REVISIONS REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK BID 1 1 /08/99 RELEASE CONST. RELEASE AS -BUILT v T p0 0 E 0 0" N) r) i 0 0 0 c 0 4.70 y E i 0 Q 0) 1 Al Retail ME La Palma_ C1 master release date proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK1 -1 of v T p0 0 E 0 0" N) r) i 0 0 0 c 0 4.70 y E i 0 Q 0) 1 .0 0 0 a) -o0 E cc co �i 1 u) PROJECT MANAGER APPROVAL: J.P. BROWN ENGINEERING MANAGER APPROVA H. WILLIAMS REMOVE EXISTING ASPHALT 8'-0" 3,-0" 12'-4" 9'-4„ 12'-4" 3'-0" 6'-7" Building Side TO BUILDING • �• • / • • • • / / /O ; r / / // / / / / \ / /' ; /i / / EXI TI G DISPEN R//ISLANDS /T jBE REMOV (TYP. 4 PL /. / P,I1jING TO BE REMOVED / / / / / / ' / / //i / / ECI INC / /6" THICK /CO CRETE- DRIVE :SLAB i / ; / / // / /!// \ /- / \ / /! /,/ / / / // / / //, / i / j////// / i' / • / r /`/ PIPING TQ/ BE REMOVED/ /' / / / / / \, / / � W/ 6 X/6;' W 1.4 X.!1.4/ WWF i/ i / \6 BE REMOVED/ / / / // /CNE/ OF CANOPY; .I / / / / / // ABOVE (E� TI G) ;\\' \ . / //' R E m ov VA AD 9 ; SIGNAGE AT COLUMNS / ,(TEP. OF 4) / \ / / / / /' / ; / / IGIOVE EXISTIN RETRACTOR ER DISPENS. 'S. (TYP. ALL REMOVE EX STING TOKHE M 162/262 / DUAL DISPENSERS (TYP. 8 PLCS.) / REM E, EXISTING QQUMPER // PO WITH SIGN ?FYI:). 4 PLCS;)/ EPEXISTING IGN FRAMES/ / / / / / / ONDUIT INTERCEPT PO1NJ/ (VYI�. CONTRACTOR FIELD LOCATE) / / ; / 1/,/ ,/ \/ / / Street Side Demolition Floor Plan SCALE: 1 /4" = V-0" / • TO TANK FIELD PIPING TO REMAIN PIPING INTERCEPT POINTS TO TANK FIELD PIPING TO REMAIN TO TANK FIELD PIPING TO REMAIN CIO REMOVE 8' OF EXISTING ASPHALT PIPING LEGEND General Notes X 2" F.G. DOUBLE WALL PRODUCT PIPING (LOCATIONS ASSUMED) 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING (LOCATIONS ASSUMED) EXISTING CONDUIT (LOCATIONS ASSUMED) EXISTING CONCRETE DRIVE SLAB AND ISLANDS TO BE REMOVED EXISTING ASPHALT TO BE REMOVED PIPING OR CONDUIT INTERCEPT POINT (CONTRACTOR TO DETERMINE) EXISTING TO REMAIN / EXISTING TO BE REMOVED PIPING (LOCATIONS ASSUMED) 1. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. REPORT TO OWNER'S ENGINEER IF UNUSUAL SUBSURFACE CONDITIONS ARE FOUND. THE OWNER'S ENGINEER WILL DETERMINE IF A SOILS REPORT AND OR CONTINUING ON SITE INSPECTIONS ARE REQUIRED. 2. REMOVAL OF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 3. ALL EXCAVATED MATERIAL SHALL BE TESTED FOR CONTAMINATION PRIOR TO REMOVAL FROM THE SITE. THE GENERAL CONTRACTOR SHALL SEGREGATE STOCKPILES ON SITE IF REQUIRED. THE CONTRACTOR SHALL DISPOSE OF CONTAMINATED AND UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE PIPING SYSTEM. 4. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 5. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC REQUIREMENTS. Demolition Notes NOTE: THIS ISLAND LAYOUT IS PROVIDED FOR INFORMATIONAL PURPOSES AND REPRESENTS A SIGNIFICANT NUMBER OF CURRENT FUELING ISLAND CONFIGURATIONS. SITE SPECIFIC CONDITIONS MAY VARY, HOWEVER IT IS THE INTENT OF THE OWNER FOR THE GENERAL CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED PRODUCT PIPING DELIVERY SYSTEM. INCLUDING ANY INCIDENTAL DEMOLITION ACTIVITIES AS REQUIRED; WHETHER OR NOT SPECIALLY INDICATED ON THIS PLAN. CONTRACTOR TO REMOVE EXISTING TOKHEIM 262 DUAL DISPENSERS AND RETURN TO DISPOSE. REMOVE UNDER DISPENSER CONTAINMENT SUMPS (IF PRESENT) AND ALL PIPING CONNECTIONS TO DISPENSERS. REMOVE EXISTING DISPENSER INTERFACE DISTRIBUTION BOXES IN BUILDING AND DISPOSE. RETURN ALL HOSES AND NOZZLES TO DEALER OR DISPOSE AS DIRECTED BY DEALER. CONTRACTOR SHALL FIELD LOCATE, INTERCEPT AND CUT EXISTING CONDUIT ROUTED TO REMOVED DISPENSERS AT A CONVENIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL.. CAP AND ABANDON ALL CONDUITS NOT BEING REUSED. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY TO THE NEW DISPENSERS REMOVE ALL BREAKERS NOT BEING REUSED. REPLACE BREAKERS IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED AND IN ADDITION ONLY ONE CONDUIT PER DISPENSER IS ASSUMED. CONTRACTOR TO SAW CUT AND COMPLETELY REMOVE EXISTING CONCRETE DRIVE SLAB AND REINFORCING AS SHOWN (EXCEPT AT PIC UNITS). CONTRACTOR TO FIELD VERIFY EXISTING PRODUCT, VAPOR RECOVER HEADER PIPING AND ELECTRICAL CONDUIT LOCATIONS BEFORE DEMOLITION WORK COMMENCES. LOCATIONS SHOWN ARE ASSUMED. CONTRACTOR TO REMOVE EXISTING RAISED CONCRETE PUMP ISLANDS. CONTRACTOR TO REMOVE EXISTING PRODUCT AND VAPOR RECOVER HEADERS BACK TO A LOCATION CLEAR OF PROPOSED NEW MPD ISLANDS AND DISPENSERS LOCATIONS. CONTRACTOR SHALL FIELD LOCATE, AND REMOVE ALL PIPING ENCOUNTERED INCLUDING ANY OLD STEEL PIPING. CONTRACTOR TO FOLLOW ALL GOVERNING JURISDICTIONAL REQUIREMENTS FOR THE REMOVAL AND DISPOSAL OF THE PIPING. SOIL SAMPLING SHALL BE PROVIDED AS FOLLOWS: (1) SAMPLE SHALL BE TAKEN FOR EVERY 20 LINER FEET OF PIPING 1 SAMPLE SHALL BE TAKEN AT ALL PIPE JOINTS INCLUDING ALL COUPLINGS, ELBOWS AND TEES. 1 SAMPLE SHALL BE TAKEN AT EACH DISPENSER BEING REMOVED. (-6) CONTRACTOR TO REMOVE EXISTING STEEL OVERHEAD HOSE RETRACTOR BARS ATTACHED TO CANOPY COLUMNS. REPAIR ANY DAMAGE TO CANOPY COLUMNS AS REQUIRED. (8) C6--) CONTRACTOR TO REMOVE EXISTING SIGNS ON CANOPY COLUMNS. REPAIR ANY DAMAGE TO CANOPY COLUMNS AS REQUIRED. CONTRACTOR TO REMOVE EXISTING ISLAND BUMPER POSTS (TYP. 4 LOCATIONS). EXIST. COLUMNS TO REMAIN, PROTECT IN PLACE (TYP. 4). CLADDING TO BE PATCHED AT RETRACTOR BAR LOCATION. SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION. 10 NOT USED. CONTRACTOR TO SAW CUT AND REMOVE ALL MISCELLANEOUS ASPHALT AS SHOWN AND AS AFFECTED BY THE DRIVE SLAB, ISLAND AND PIPING REMOVAL AS WELL AS OTHER MISCELLANEOUS LOCATIONS ON SITE AS DIRECTED BY OWNER'S ENGINEER. SAW CUT CLEAN ALL ADJACENT ASPHALT BEFORE PATCHING. DOWN SPOUTS IN OR AT COLUMNS TO REMAIN. HORIZONTAL DRAIN LINES TO ISLAND ENDS TO BE REMOVED AND REPLACED IN NEW ISLAND. NOTIFY ARCO ENGINEER IMMEDIATELY IF THIS CONDITION EXISTS AS IT AFFECTS THE ISLAND FORM ORDER. EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK BID 11/08/99 RELEASE CONST. RELEASE AS—BUILT 0 • 7 J 0 C O 0 U_ C 0 U a) E n 0 0 a a 0) Configuration Dispenser Remode PROJECT MANAGER APPROVAL: Z 0 m H. WILLIAMS 0 in TO BUILDING Building Side 6'-7" f ` s� y .f r XISTIt�.G/ COLUMN /TO/ REMAIN „NSTALL /NEW / ,CLADDING, (lYP' /// / F / `' ' f ,� ✓ ,/f / r /N/EW' / / s' /' 67/THICK"`'`CONCRETE/DRIVE,-`<'SLAB —� /*//6 ,X F— /W1/4" X ' 1,4*- WWF/ / fF t f / / + .' EINE QF ` CANOPY//}. f / ABOVE (EXISTING) r f i'/ .� •/ / ' J ( f .r % , / / / A 7> / / 0 1n EXISTING' COLUMN/TO/ ,/ REMAIN EXTEND/EXISTT' /CLADDING,. TO GRADE ; ,CTYP,. 27'PLCS.). f. / Street Side Remodeled Floor Plan SCALE: 1/4" = 1 '-0" 1 EXIST. PIPING TO TANK FIELD TO REMAIN EXIST. PIPING TO TANK FIELD TO REMAIN EXIST. PIPING TO TANK FIELD TO REMAIN Drive Slab Concrete Specifications General Notes PIPING LEGEND X NEW 2" F.G. DOUBLE WALL PRODUCT PIPING (LOCATIONS ASSUMED) NEW 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING (LOCATIONS ASSUMED) REROUTED CONDUIT (LOCATIONS ASSUMED) NEW CONCRETE ISLANDS AND DRIVE SLAB TO BE INSTALLED PIPING OR CONDUIT INTERCEPT POINT (CONTRACTOR TO DETERMINE) EXISTING/ NEW PIPING (LOCATIONS ASSUMED) 1. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. 2. INSTALLATION OF PIPING AND DISPENSERS SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 3. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC REQUIREMENTS. 4. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF THE PIPING LAYOUT. GENERAL CONTRACTOR TO RELOCATE, MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN. GENERAL CONTRACTOR SHALL PREPARE "AS—BUILT" PLANS UPON THE COMPLETION OF THE INSTALLATION. 5. ALL UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 6. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS. 7. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. Installation Notes CONTRACTOR TO REINSTALL 3" SINGLE WALL STAGE II VAPOR RECOVERY HEADER FOR "BALANCE" VAPOR RECOVERY SYSTEM. SLOPE 1/8" PER FOOT MINIMUM TO INTERCEPT POINTS AS SHOWN. SEE DETAILS AND SECTIONS ON DWG. TK3-3. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE DISPENSER SUMP TO THE VAPOR RECOVERY MANIFOLD. CONTRACTOR TO REINSTALL TWO 2" DOUBLE WALL PRODUCT LINE HEADERS. SLOPE 1/8" PER FOOT MINIMUM TO INTERCEPT POINTS AS SHOWN. SEE DETAILS AND SECTIONS ON DWG. TK3-3. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE DISPENSER SUMP TO THE MAIN PRODUCT LINES. BLENDING OPTION: BLENDING IS SPECIFIED FOR THIS PROJECT. G.C. TO FLUSH, CAP & ABANDON FORMER 92 OCTANE PRODUCT LINE AT INTERCEPT POINT & TANK SUMP PER LOCAL REGULATIONS. CONTRACTOR TO INSTALL NEW STEEL DISPENSER ISLAND FORMS AND CONCRETE PUMP ISLANDS. SEE DETAIL #11 ON DWG. TK3-4. CONTRACTOR TO INSTALL NEW CONCRETE DRIVE SLAB AND REINFORCING AS SHOWN. SEE TK1-1 FOR EXTENTS AND CONCRETE SPECIFICATIONS ON THIS SHEET. CONTRACTOR TO INSTALL (4) FOUR WAYNE 2/V-580 SINGLE HOSE PER SIDE, BLENDING MULTI—PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH BALANCE STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND INTERCOM. SEE DWGS. TK3-3 AND TK3-4 FOR TYPICAL INSTALLATION DETAILS. WAYNE DISPENSER DISTRIBUTION BOXES AS REQUIRED IN ELECTRICAL ROOM PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL FIELD LOCATE, INTERCEPT AND CUT EXISTING CONDUIT ROUTED TO REMOVED DISPENSERS AT A CONVEINIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL. CAP AND ABANDON ALL CONDUITS NOT BEING REUSED. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY TO THE NEW DISPENSERS REMOVE ALL BREAKERS NOT BEING REUSED. REPLACE BREAKERS IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED. ONE CONDUIT SHALL BE USED FOR NEW DISPENSER POWER, COMMUNICATION AND ONE CONDUIT FOR INTERCOM REROUTE INTERCOM CONDUITS FROM HIGH VOLTAGE WIREWAY TO LOW VOLTAGE WIREWAY IN BUILDING. INSTALL NEW PANEL "D" IF THERE ARE NOT ENOUGH BREAKER LOCATIONS FOR THE NEW DISPENSERS AT THE EXISTING ELECTRICAL PANELS. ONE BREAKER LOCATION SHALL BE REQUIRED FOR EACH DISPENSER, WIRED TO THE SAME PHASE. DISPENSER START UP BY MANUFACTURERS REPRESENTATIVE COORDINATED BY CONTRACTOR. CONTRACTOR TO PURGE LINES WITH 00 GATSROSE MINIMUM. AIR PBLSACTRTPNODREAEPRSFAEOFOLNGRSTTWIIRINTHADESTOYSETONICS ANY ILLBEILEDBKOHECOTRACTOR.PLACDISENSEITRSFOLLOWING STARTUP. CONTRACTOR TO COORDINATE WITH LINDA ANDREWS AT (714) 670-5423 FOR LINE TESTING AND VAPOR BLOCKAGE TESTING AS REQUIRED BY GOVERNING JURISDICTION. CONTRACTOR TO PROVIDE FOR CALIBRATION OF THE DISPENSERS AT TWO SEPARATE PHASES AS FOLLOWS: 1.) PRIOR TO OPENING. 2.) 2 WEEKS AFTER OPENING. C 6 J CONTRACTOR TO "TOUCH—UP/REPAIR ANY DAMAGE TO CANOPY COLUMNS FROM THE REMOVAL OF STEEL OVERHEAD HOSE RETRACTOR BARS SPANDREL SIGNS AND OVERHEAD INTERCOM SYSTEM AS REQUIRED. EXTEND EXISTING CLADDING TO CONCRETE DRIVE SLAB AS REQUIRED. CONTRACTOR TO INSTALL NEW CLADDING ON EXISTING INBOARD COLUMNS IF NOT EXISTING. PAINT ALL EXPOSED PORTIONS OF COLUMNS BLACK. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) b. CEMENT - TYPE II, SULFATE RESISTANT c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) d. 28 DAY CONCRETE STRENGTH (lc): 2,500 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT f. SHRINKAGE - 0.05% MAXIMUM 2. CONCRETE SLAB THICKNESS SHALL EE A MINIMUM OF 6.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 3. CONCRETE SHALL BE NORMAL WEIGH- WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. 4. REINFORCING STEEL FOR DRIVE SLABS SHALL BE 6 x 6 - 1.4/1.4 WWM WELDED WIRE FABRIC OR #3 BARS ( 16 0.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM. 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). 11. FOR BLACK CONCRETE COLOR ADMIX: L.M. SCOFIELD COMPANY "CHROMIX", "COLORFUL CONCRETE COLOR" BY ADMIXTURES, INC. IRWINDALE, CA, BOTH STANDARD AND RETARDER TYPES AS REQUIRED FOR THE FIELD PLACING CONDITIONS, OR PRIOR APPROVED EQUAL. NOTE: SURFACE APPLIED BLACK PAINT IS NOT ACCEPTABLE. 12. CEMENT FOR THE ENTIRE PROJECT SHALL BE SAME TYPE AND BRAND, AND FROM SAME MILL. AGGREGATE, BOTH FINE AND COARSE, SHALL BE SUPPLIED FROM ONE SOURCE. MIX DESIGN SHALL REMAIN CONSTANT FOR ALL COLORED CONCRETE. SLUMP SHALL NOT EXCEED 4 INCHES. CONTRACTOR TO INSTALL (4) NEW ISLAND BUMPER POSTS AND SIGNS. SEE DETAIL #10 ON DWG. TK3-4. NEW PIC UNITS AT THIS FACILITY. CONTACT ARCO FIELD ENGINEER FOR ADDITIONAL SCOPE. CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED- BY THE NEW TANK AND PIPING INSTALLATION AND ALL OTHER DAMAGED ASPHALT ON SITE. SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. SLURRY COAT ALL ASPHALT ON SITE AND RESTRIPE PARKING SPACES. IF HORIZONTAL DRAIN LINE EXISTS FROM OLD ISLANDS, RUM OUT BOTTOM SECTION OF CLADDING. CONTRACTOR TO CHANGE TANK ID TAG(S) IF REQUIRED AT CONVERTED BLENDING TANK Compliance Notes GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO PIPING TESTING OR INSPECTION. TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT THREE (3) SEPARATE CONSTRUCTION PHASES AS REQUIRED: 1. PRIMARY PIPING HYDROSTATIC ALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 2. INSPECTION OF ALL CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.. ALL UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATIC ALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE STATE DEPARTMENT OF SAFETY FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 13. MIXERS TRANSPORTING CONCRETE SHALL BE THOROUGHLY CLEANED PRIOR TO LOADING COLORED CONCRETE. 14. PIGMENTS SHALL BE ADDED TO MIX AT THE PLANT, AND SHALL BE MEASURED ACCURATELY. THE MIXER SHALL BE OPERATING AT CHARGING SPEED =0R 5 TO 10 MINUTES WHILE COLOR IS BEING ADDED. EXP :E 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS r'ROJECT 1 :EASE !'iSUED F -0E1 11/08/99 LAN CHB K RELEASE 1/08/99 CONST. RELEASE AS -BUILT rnpany :hfieldCompany MIIMIMMMI 1,V CD0 C VV lir Retail Marl La Palma CA 0 .co LL © rn rn ai a (1) law n. F L Q` CO —0U d E0 C II °.� �� 00 D mi 4V Lo cr T r ,, 6 6 �cS'G ,. E )./P ENG`' a C c LAND PLANNING AND DESIGN SPECIALISTS' c 18215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 z (425) 251-6222 M- I BCE# 7335 v - master release date c Pro j. exe. drawn by 10/01/99 SHK a project / facility ir 6155 M sheet / file TK1-3 b of a Li r` 0 L a 3 SEAL—OFF J—BOX •'• O. - •• 0. a a 32" I.D. (TYP.) Ili i111111I iiiiiiiiiiiiiiiiiiiiiiiiiiili�iti�iiiiiiIi�I' e j a ma ••° • bo•. a •o• . •o •o MEI EXISTING NEW •0 •e r ,• o•o,e o. •o. .o° •, 0 3/4" CONDUIT 3" PEA GRAVEL MIN. 2" UNION SCR'D BLACK STEEL 3" PVC PIPE OPEN AT BOTTOM EXISTING 48" SUMP • PRODUCT PIPING 0 .. 2" BELL & MALE ADAPTER SUMP MONITORING LIQUID SENSOR NOTE: ONLY PRODUCT PIPING IS SHOWN IN THIS VIEW FOR CLARITY Sump Section } NOT TO SCALE: 3/4" CONDUIT TO TURBINE 32" OR 36" I.D. ACCESS OPENING NOTE: 32" ID OPENINGS ARE PROVIDED FOR TH SPLIT 12,000/10,000 GALLON TANK. A 36 " DIAMETER OPENING IS PROVIDED FOR THE 20,000 GALLON TANK ONLY TO ACCOMMODATE THE DUAL FILL MANHOLE. NOTE: CONTRACTOR S PROPER MANUFA REINSTA SHOW �LL BE HELD RESPONSIBLE FOR INS LATION & PREPARATION PER CT RS INSTRUCTIONS AND SHALL SUMPS IF HYDROSTATIC TESTING LEAKING IN THIS AREA OF THE SUMP. SEE NOTE ABOVE 32"-•R 36' ID 42" I.D. F.R.P. COLLAR RISER EE ADHESIVE ( (SUPPLIED W/ KIT) COLLAR - BONDED TO TANK SUP ON RISER 1 I ADHESIVE K UPPLIED W/ 1 ESS OPENING NOTE ABOVE FACTORY LAY—UP 42" I.D. F.R.P. COLLAR LAMINATED DIRECTLY ON TANK BY FACTORY. 1 SHOWN FOR FIBERGLASS STEEL SIMILAR JOINT DETAIL n Fill Side Sump Riser Standard N Cir TO SCALE FOR REFERENCE ONLY 0 c 0 0 Dispenser Remode PROJECT MANAGER APPRO 0 J.P. BROWN 0 H. WILLIAMS 3/4" CONDUIT TO LEAK DETECTION MONITOR PANEL �--- 2 CONDUCTOR #18 SHIELDED CABLE IN RIGID METAL OR PVC SCH. 40 CONDUIT. 3" PVC PIPE OPEN AT BOTTOM MOUNTED TO SUMP WALL SUMP LID r SEAL ANY PENETRATIONS MADE INTO SUMP 48" SUMP 1" MAX. FROM BOTTOM OF SUMP AN LOCATED AT SIDE OF PRODUCT LINE ENTRY BELOW LEVEL OF BOTTOM OF LOWEST PENETRATION FITTING. J—BOX SEAL OFF 2 WIRE SHIELDED CABLE 0 VEEDER ROOT LIQUID SENSOR FIBERGLASS TANK Liquid Sensor at Turbine Sumps NOT TO SCALE: CONCRETE SLAB MANHOLE 2 CORD GRIP SEALS SUPPLIED WITH SENSOR C—H GRFX WITH COVER AND GASKET WEATHERPROOF JUNCTION BOX SPLICE 1 FT. FROM BOTTOM OF RISER PIPE FIBERGLASS TANK ////// //// ///////////G///�7 LEADER CABLE ■ 1 .0. EPDXY SEAL APER NFPA SPEC TO LEAK DETECTION MONITOR PANEL 2 CONDUCTOR #18 SHIELDED CABLE IN RIGID METAL OR PVC SCH. 40 CONDUIT. 2 WIRE CABLE 4" DIA. RISER SENSOR CABLE SENSOR SEE INSET SENSOR SWITCH MUST REACH BOTTOM OF TANK VIEW OF SENSOR SWITCH AT BOTTOM OF TANK Fiberglass Tank Annular Sensor Installation 4 „, NOT TO SCALE: NOTE: THE LOCATION OF THE VENT DISCHARGE SHALL BE 30" ABOVE ROOF AND SHALL NOT BE WITHIN 5 FEET OF ANY BUILDING OPENING (LE. DOOR, WINDOW ETC.). VENTS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. UNISTRUT PIPE CLAMP 0 ro z (3) 2" BLACK STEEL VENT RISERS. PAINT TO MATCH BUILDING COLOR. 0 Z O SEALING BAND CLAMP 48" I.D. F.R.P. COLLAR RISER 48" I 48" I.D. F.R.P. COLLAR - LAMINATED DIRECTLY ON TANK BY FACTORY. 2 3 r ACCESS OPENING 33 3/8" OD WATER TIGHT COVER NOTE: CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. 32" I.D. ACCESS OPENING F.R.P. RISER TOP SEE TOP JOINT 1`, 60" TRIM TO SUIT SHOWN FOR FIBERGLASS STEEL SIMILAR 10 ADHESIVE SUPPLIED / KIT) RISER TOP COLLAR BONDED TO TANK P 7 ADHESIVE KIT) W/ SLIP ON RISER SEE NOTE ABOVE SLIP ON RISER ADHESIVE (SUPPLIED KIT) FACTORY LAY—UP JOINT DETAILS Turbine Side Sump Riser Standard NOT TO SCALE FOR TMAINY W/ PRESSURE VACUUM VENT CAP EXISTING TO REMAIN nlu 30111 BLACK STEEL RISER PRIMED AND WRAPPED TO GRADE (TYP.) FINISH GRADE SLOPE 1/8" PER FOOT MIN. TO TANK 2" F.G. VENT LINE FROM TANK 2" F.G. BELL X MALE ADAPTER TILE ROOF 1 5/8" UNISTRUT BOLT TO WALL TYPICAL WALL SECTION 7/8" STUCCO FINISHED FLOOR FOOTING EARTH 2" FLEXIBLE CONNECTOR (10) W/ ISOLATION JACKET Vent Risers at Building NOT TO SCALE: EXISTING TO REMAIN \S 4) 2" VENT LINES TO RISERS UNLEADED PLUS 87 OCTANE 10,000 GALLON UNLEADED 87 OCTANE 10,000 GALLON N COMMON EXTRACTOR// FLOAT VENT VALVE ASSEMBLY FOR STAGE II VAPOR RECOVERY AND VENT PIPING LOCATED IN SUMP (TYP.) r** UNLEADED 87 OCTANE 10,000 GALLON UNLEADED PREMIUM 92 OCTANE 10,000 GALLON Vent and Vapor Recovery Schematic (6)NOT TO SCALE: EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NNer >6C 0 >0 C • c O Q)(Li z 0 N U 0 c °° 40 it LLJ lc) cu^ 4.d cd IQ) INh 401 CD V' W 0 C) cp v v 0 L U N O N La Palma, CA tD C•C} i d) Li 8->° 0 E c f faCOui ``�.•. • - O. - 0 .se Q C co 03 F= CO C wi CO O I V -s G< //V ENG \N„ ' *LAND PLANNING AND DESIGN SPECIALISTS* 18215 72ND AVENUE SOUTH KENT, WA51iWNGTON 98032 (206) 251-6222 BCE% 7335 master release date 8/15/99 NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK BID 11/08/99 RELEASE CONST. RELEASE AS—BUILT proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK3-i of Scole: 1=1 tereso Xrefs: co N Date/Time: 11/08/1999 10 F) 0 0 u c 0 V roQ) E u) 1) r . O i a u) 0 NEW 3/8" O.D. COPPER TUBING TO TURBINE SIPHON CHECK VALVE NEW TUBING FITTING 3/8"X 2" MPT NEW 2" TEE SCR'D BLACK STEEL NEW 2" NIPPLE BLACK STEEL DBL. TAPPED 2"x4" HEX BUSHING c2) HIGH POINT IN SIPHON SYSTEM FLEX CONNECTOR OR BLACK STEEL NIPPLE IF SHORT RUN 2" BELL X MALE F.G. ADAPTER SUMP WALL 3" BULK HEAD FITTING (IF NOT EXISTING) INSTALL 2" BLACK STEEL SIPHON STINGER TO WITHIN 4" OF BOTTOM OF TANK 3"X2" TEST REDUCER Tank Connection For Active Turbine Side of Siphon System NOT TO SCALE: 3" FIBERGLASS `20 PIPE (SECONDARY) 2" FIBERGLASS PIPE (PRIMARY) NOTE: SLOPE FIBERGLASS PIPING FROM LOW SUMP (W/0 TURBINE) UP TO HIGH SUMP (W/ TURBINE). SLOPE 1/4" PER FOOT. 2" BELL X MALE F.G. ADAPTER FLEX CONNECTOR 10 OR BLACK STEEL NIPPLE IF SHORT RUN NEW 2" 90 DEG. ELL BLACK STEEL NEW 2" NIPPLE BLACK STEEL DBL. TAPPED 2"x4" HEX BUSHING J i EXISTING SUMP WALL 3" BULK HEAD FITTING 3" FIBERGLASS PIPE (SECONDARY) FIBERGLASS TANK RISER (REF.) INSTALL 2" BLACK STEEL SIPHON STINGER TO WITHIN 4" OF BOTTOM OF TANK 3"x2" TEST REDUCER Tank Connection For Passive Side of Siphon System 3 NOT TO SCALE: NOT TO SCALE: 2" FIBERGLASS PIPE (PRIMARY) NOTE: SLOPE FIBERGLASS PIPING FROM LOW SUMP (W/0 TURBINE) UP TO HIGH SUMP (W/ TURBINE). SLOPE 1/4" PER FOOT. L. 0) `6"a C 0 U Dispenser Remode PROJECT MANAGER APPROVAL: 0 J.P. BROWN O Cl_ 0_ W ENGINEERING 0 H. WILLIAMS TO DISPENSERS SEE DWG. TK 1-1 FOR SITE SPECIFIC DISPENSER ISLAND LAYOUT CAP AND ABONDON — PRODUCT LINE IN PLACE r\ l J 87 OCTANE r � UNLEADED #1 (ACTIVE) SEE DETAIL #2 THIS SHEET \ ACTIVE 2" SIPHON SEE SIPHON PIPING DESIGN NOTE BELOW GALLON DOUBLE /r �\ // \\ 1 ` J 87 OCTANE r � \ t` J/ UNLEADED (PA2 SSIVE) SEE DETAIL #3 THIS SHEET ACTIVE 2" SIPHON SEE SIPHON PIPING DESIGN NOTE BELOW WALL GASOLINE 87 OCTANE / ) t`J1 UNLEADED #3 (PASSIVE) SEE DETAIL #3 THIS SHEET FORMER 92 OCTANE TANK CONVVT TO 87 STORAGE TANKS 92 OCTANE / r � UNLEADED PREMIUM FORMER 87 OCTANE TANK CONV4RT TO 92 o I/ I J 3" FIBERGLASS VAPOR RECOVERY LINE SINGLE WALL 2" FIBERGLASS PRODUCT LINES DOUBLE CONTAINED 2" SIPHON 87 OCTANE SEE DETAIL END ACTIVE L- 2" VENT RISERS SEE DWG. TK1-1 FOR SITE SPECIFIC LOCATION LINES TO SLOPE UP 1/4" PER FOOT FROM TANK #2 (PASSIVE) TO 87 OCTANE TANK #1 (ACTIVE) #4 THIS SHEET FOR TURBINE CONNECTION SIPHON PIPING DESIGN NOTE: 3 PRODUCT FACILITIES SHALL HAVE: (3) UNLEADED 87 TANKS & (1) UNLEADED PREMIUM 92 TANK. THE EXISTING UNLEADED 87 TANKS AND THE FORMER 92 TANK SHALL BE SIPHONED TOGETHER. PRODUCT PIPING DESIGN NOTE: AT THE TANK FIELD THE EXISTING 92 OCTANE TANK SHALL BE CONVERTED TO 87 OCTANE. THE EXISTING 87 OCTANE TANK (FORMER 89) SHALL BE CONVERTED TO 92 OCTANE. THE EXISTING FORMER 92 OCTANE TURBINE SHALL BE REMOVED AND THE EXISTING FORMER 92 OCTANE PIPING SHALL BE TRIPLE RINSED, FILLED WITH INERT MATERIAL AND CAPPED AND ABONDONED IN PLACE AT TURBINE SUMP AND INTERCEPT POINT AT ISLANDS. ALL WORK IN ACCORDANCE WITH LOCAL REGULATIONS. THE THREE 87 OCTANE TANKS SHALL BE MANIFOLDED TOGETHER VIA SIPHON PIPING. IF THE FUTURE SIPHON PIPING EXISTS AT THE SITE IT WILL BE USED. IF SIPHON PIPING DOES NOT EXIST AT THE SITE, NEW SIPHON PIPING WILL BE INSTALLED. TESTING OF THE TURBINE SUMPS WILL BE REQUIRED PER LOCAL REGULATIONS. Typical Piping Arrangement at Tanks NOT TO SCALE: 2" FIBERGLASS VENT LINES 2" TEE (ACTIVE CONN.) SEE DETAILS #6 & #7 THIS SHEET. EXISTING 2" VENT LINE EXISTING 2" VAPOR RECOVERY NEW 3/8" 0.D. COPPER TUBING TO PUMP SIPHON BODY SUMP WALL EXISTING TURBINE INSTALL SIPHON CHECK VALVE IF REQUIRED SEAL OFF 3/4" COND. TO TURBINE Plan View 1! 11 // // // // TYP.) ° d°a°o; o.. o' O° 2" BLACK STEEL SIPHON STINGER TO WITHIN 4" OF BOTTOM OF TANK 3" PEA GRAVEL MIN. INSTALL 3/8" 0.D. COPPER TUBING TO TURBINE SIPHON CHECK VALVE NOTE: ALL PIPING SHOWN IN SOLID FOR CLARITY NOTE: ACTIVE TURBINE END OF SIPHON SHOWN. Siphon Piping at Turbine Tank 4 SCALE: 1"=1' –0" EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK BID RELEASE 11/08/99 CONST. RELEASE �+ 0) j O c•- acd "0 () E O OU � -0 41). 0 .6"ti (T) o c 0 :s.0d'co Z3 ° u p c O 1 CO 0) `I 0 O O Tea cc La Palma, CA O E L.. r� 00 V+ d,} 6-6 m C co L.0 id o )E•Roc) C .Q c E o- , 0 IP ` ■� U 06 E 0 -s4 aro • E8 12 c © f NQ ENG\ "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BCE# 7335 master release date 8/15/99 proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK3-2 of 4110 EDGE OF TRENCH VAPOR RECOVERY LINE PRODUCT LINE PRODUCT c LINE .- LIM "*Ila 0 UNDER DISPENSER CONTAINMENT PAN W/ STABILIZER BAR ASSEMBLY "B" SIDE OF DISPENSER C TK3-3 UNL PPEM 92 OCTANE VAPOR RECOVERY c il'' gill ilin.„4gc W,A_-(.1".7.a..'4P- IndiMO'r ,IIIVATAIrri'r tall°1- - '''6' am o 0 . • \ NrIre.7.7. ,C1Wrinrr A ,'--111r o 07r 0 112 0 6;Jk • 111‘ 3" FIBERGLASS SECONDARY PIPE (TYP.) UNLEADED 87 OCTANE 32 1-1/2" FLEX CONNECTOR W/ CONTAINMENT BOOTS (TYP. 2 PLCS.) 2"x 1-1/2" BELLxMALE REDUCER (TYP.) 2" FIBERGLASS PRIMARY PIPE (TYP.) 0 3" FIBERGLASS TEE AND 3" FIBERGLASS 45' ELL. (TYP.) (SECONDARY) Plan View Detail Three Product MPD Piping 6 NOT TO SCALE: 3" FIBERGLASS STAGE II VAPOR RECOVERY PIPE 2" FIBERGLASS 45' ELL. (TYP.) 3" FIBERGLASS TEE (TYP.) W/ 2" REDUCING BUSHING EDGE OF TRENCH NOTES: 1. VAPOR LINES TO SLOPE FROM DISPENSERS TO PER FOOT MIN. 2. THE VAPOR RECOVERY SHEAR VALVE SHALL BE SEE SECTION B ON THIS SHEET INTERCEPT POINT 1/8" A TOP ENTRY VALVE. 3. ALL SHEAR VALVES SHALL BE SECURELY MOUNTED TO THE STABILIZER BAR ASSEMBLY TO ASSURE VALVES WILL TRIP AND OR SHEAR UPON AN IMPACT OF DESIGN CONDITIONS. 4. ALL UNDER DISPENSER CONTAINMENT SUMPS ARE PLUMBED BY G.C. INCLUDING ALL PIPING AND ELECTRICAL CONDUIT ENTRIES. TOP OF CONCRETE DRIVE SLAB "B" SIDE OF DISPENSER VAPOR PIPE ENTRY BOOT A VAPOR RECOVERY IMPACT VALVE (SHEAR SECTION MUST BE FLUSH W/ TOP OF PUMP ISLAND) DISPENSER ISLAND SAND OR PEAGRAVEL BACKFILL NOTE: ANY STEEL PIPE & FITTINGS EXPOSED TO BACKFILL TO HAVE MIN. 20 MIL WRAP W/ 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS WRITTEN CERTIFICATION FROM CORROSION ENGINEER WILL BE REQUIRED IF USED. C P MM u. NATIVE SOIL tAte3S 2" FIBERGLASS 45° ELBOW .) 0 0 3" FIBERGLASS TEE W/ 2" REDUCING BUSHING NOTE: SEE TK4-3 FOR MATERIAL LIST d UNDER DISPENSER CONTAINMENT PAN 1 —1 /2"x3" NIPPLE 1-1/2"x24" FLEX CONN. W/ CONTAINMENT BOOT 2" BELL x MALE Vapor Recovery Piping at Dispenser NOT TO SCALE: Dispenser Remode PROJECT MANAGER APPROVAL: J.P. BROWN H. WILLIAMS "B" SIDE OF DISPENSER 1-1/2" IMPACT VALVE W/ UNION TOP (SHEAR SECTION MUST BE FLUSH W/ TOP OF PUMP ISLAND) TOP OF CONCRETE DRIVE SLAB 0 2" PRIMARY CONTAINMENT PIPE 3" SECONDARY CONTAINMENT PIPE . GASOLINE RESISTANT SEALANT AROUND BASE OF DISPENSER m NOTE: ANY STEEL PIPE & FITTINGS EXPOSED TO BACKFILL TO HAVE MIN. 20 MIL WRAP W/ 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS WRITTEN CERTIFICATION FROM CORROSION ENGINEER WILL BE REQUIRED IF USED. ■ \/fjti%f4./f% COMPRESSION CLAMP (TYP.) 00 SEAL OFF • 1 r DISPENSER AUXILIARY JUNCTION BOX (INTERCOM) "A" SIDE OF DISPENSER DISPENSER JUNCTION BOX MULTI—PRODUCT DISPENSER SPLASH GUARD 34 6 UNDER DISPENSER CONTAINMENT PAN. SIZE TO MATCH DISPENSER FOOTPRINT. 6" RAISED FULL RADIUS DISPENSER ISLAND SEE DETAIL #11 Oh TK3-4 PIPE ENTRY ASSEMBLY 2" BELL x MALE (PRIMARY PIPING) 341._ flain %i • NOTE: SEE TK4-3 FOR MATERIAL LIST VAPOR RECOVERY NOT SHOWN THIS VIEW Typical Under Dispenser Containment Pan NOT TO SCALE: 0 qWVVN <744 • v%moi44 ' 'e",`'`,`'`` 1-1/2"x3" NIPPLE 1-1/2" COUPLING 1-1/2 x24" FLEX CONN. W/ CONTAINMENT BOOT 3, 4"C, DISPENSER POWER AND COMMUNICATION TO BLDG. (1 CONDUIT HOMERUN PER DISPENSER) AW 3/1-"C, INTERCOM COvIMUNICATION CABLE TO BLDG. (ONE CONDUIT PER DISPENSER) NOTE: ALL FITTINGS IN UNDER DISPENSER CONTAINMENT SUMP ARE INSTALLED BY THE CONTRACTOR. ELECTRICAL PENETRATIONS ENTER FROM THE "A" SIDE OF THE DISPENSER. PRODUCT AND VAPOR RECOVERY PENETRATIONS ARE LOCATED ON THE "B" SIDE OF THE DISPENSER. 1-1/2" IMPACT VALVE W/ UNION TOP(37)) (SHEAR TMUST BE FLUSH W/ TOP OFPUMP "B" SIDE OF DISPENSER TOP OF CONCRETE DRIVE SLAB 'f" a. a 4 SAND OR PEAGRAVEL BACKFILL PIPE ENTRY BOOT COMPRESSION CLAMP (TYP.) 0 (nor NOTE: ANY STEEL PIPE & FITTINGS EXPOSED TO BACKFILL TO HAVE MIN. 20 MIL WRAP W/ 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS WRITTEN CERTIFICATION FROM CORROSION ENGINEER WILL BE REQUIRED IF USED. 44 NATIVE SOIL NOTE: SEE TK4-3 FOR MATERIAL LIST DISPENSER ISLAND Product Piping at Dispenser NOT TO SCALE: m 0 A UNDER DISPENSER CONTAINMENT PAN —1/2"x3" NIPPLE 1-1/2"x24" FLEX CONN. W/ CONTAINMENT BOOT 2" BELL x MALE (PRIMARY PIPING) 6" BASE OR SURFACE MATERIAL WHERE REQ'D. BY OWNERS ENGINEER COMPACTED SAND OR PEAGRAVEL BACKFILL TOP OF FINISHED SURFACE VAPOR RECOVERY LINE 2 PRODUCT PIPING LINES NOTE: CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT HOLE AND TRENCHES FROM SURFACE WATER RUNOFF UNTIL PAVING IS REPLACED. Typical Piping in Trench D NOT TO SCALE: /7-1 EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK BID 11/08/99 RELEASE CONST. RELEASE AS -BUILT X 0 N v Q) a 0 0 0 Dote/Time: 11/08/1999 La Pa master release date 8/15/99 proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK3-3 of X 0 N v Q) a 0 0 0 Dote/Time: 11/08/1999 DISPENSER CANOPY TO BE INSTALLED BY CONTRACTOR NEW WAYNE 2/V580 BLENDING MULTI—PRODUCT DISPENSER SINGLE HOSE EACH SIDE SPARK ON RIGHT SIDE HOSE RETRACTOR BOX RED JACKET MOD # RJ -884-034-5 (TYP. 2) COAXIAL HOSE CLAMP GODDYEAR MOD # 9,\GY—CHC HOSE CLAMP (TYP. 2) 4" STANDARD FUEL HOSE WHIP GOODYEAR MOD # GY MX48 (TYP. 2) FUEL HOSE BREAKAWAY VALVE "HUSKY" MOD # HS-3360VR (TYP. 2) 6'-0" STANDARD FUEL HOSE GOODYEAR MOD # GY—MX72 (TYP. 2 ) COAXIAL NOZZLE (FRONT SIDE TYP.) GASOLINE RESISTANT SEALANT AROUND BASE OF DISPENSER (TYP.) 6" RAISED CONCRETE ISLAND DECAL NOTES: INNER SHEATHING DECALS: GILBARCO SUPPLIED, INSTALLED BY GILBARCO PER MANUFACTURER'S INSTRUCTIONS. "FUELING INSTRU:.TIONS"/"WARNING"/"PRICE INCLUDES" R60025-04 — WILL BE APPLIED CENTERED ON INNER SHEATHING, LEFT SIDE (FACING FROM A SIDE OF DISPENSER). BOTTOM OF DECAL IS TWO INCHES (2") ABOVE THE HEAD. "STOP SMOKING", "STOP MOTOR" R60025-02 — WILL BE APPLIED CENTERED ON INNER SHEATHING, RIGHT SIDE (FACING FROM A SIDE OF DISPENSER). BOTTOM OF DECAL IS TWO INCHES (2") ABOVE THE HEAD. "NOZZLE PROBLEMS" R60025-01 — (WITH KISS CUT PHONE NUMBERS). CONTRACTOR CHOOSES THE APPROPRIATE PHONE NUMBER AND INSTALLS IT ON THE UNIT IN THE SPACE PROVIDED ON THE "WARNING" DECAL. OUTER SHEATHING DECALS: NOT GILBARCO SUPPLIED, INSTALLED BY CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS. 4 "SELF SERVE" CONTRACTOR SHALL INSTALL LEFT JUSTIFIED AND 6" BELOW THE BOTTOM OF THE DISPENSER CANOPY. ONLY TO INSTAL_ TO THE OUTSIDE MOST DISPENSER OUTER SHEATHII\G ON EVERY ISLAND. "PLEASE PULL FORWARD" CONTRACTOR SHALL INSTALL LEFT JUSTIFIED AND 6" BELOW THE "SELF SERVE" DECAL. 6 "PUSH TO STAR— CONTRACTOR SI -ALL INSTALL ADJACENT TO SODA BUTTON SELECTORS. OXGENATED FUELS — WHERE REQUIRED. APPLY TO FAR LEFT OF SODA BUTTONS. (TOP 1/3 OF DISPENSER PER AGENCIES) �87) METER TAGS C 9 ) FILTER CHANGE PLAQUE — (INSIDE DISPENSER DOOR) "A" SIDE OF DISPENSER 12 1/2" 8 3/4" OPENING FOR 1" WAYNEVAC VAPOR RECOVERY OUTLET 1" CONDUIT OPENING (SEE NOTE BELOW) OPENING FOR 1" BALANCE VAPOR RECOVERY OUTLET ''''\'k'"N\is.:N Cm 3 CN CO ,AC_,.. CM e,AVI rare I� EC Unieaded EC IaWQ d plus EC UnMa3.d Premium .4F I= 0 0 89 92 iI II 11 11 Q_i)tli rt - 6'-0" STANDARD FUEL HOSE GOODYEAR MOD # GY—MX72 (TYP. 2 ) COAXIAL NOZZLE (FRONT SIDE TYP.) GASOLINE RESISTANT SEALANT AROUND BASE OF DISPENSER (TYP.) 6" RAISED CONCRETE ISLAND DECAL NOTES: INNER SHEATHING DECALS: GILBARCO SUPPLIED, INSTALLED BY GILBARCO PER MANUFACTURER'S INSTRUCTIONS. "FUELING INSTRU:.TIONS"/"WARNING"/"PRICE INCLUDES" R60025-04 — WILL BE APPLIED CENTERED ON INNER SHEATHING, LEFT SIDE (FACING FROM A SIDE OF DISPENSER). BOTTOM OF DECAL IS TWO INCHES (2") ABOVE THE HEAD. "STOP SMOKING", "STOP MOTOR" R60025-02 — WILL BE APPLIED CENTERED ON INNER SHEATHING, RIGHT SIDE (FACING FROM A SIDE OF DISPENSER). BOTTOM OF DECAL IS TWO INCHES (2") ABOVE THE HEAD. "NOZZLE PROBLEMS" R60025-01 — (WITH KISS CUT PHONE NUMBERS). CONTRACTOR CHOOSES THE APPROPRIATE PHONE NUMBER AND INSTALLS IT ON THE UNIT IN THE SPACE PROVIDED ON THE "WARNING" DECAL. OUTER SHEATHING DECALS: NOT GILBARCO SUPPLIED, INSTALLED BY CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS. 4 "SELF SERVE" CONTRACTOR SHALL INSTALL LEFT JUSTIFIED AND 6" BELOW THE BOTTOM OF THE DISPENSER CANOPY. ONLY TO INSTAL_ TO THE OUTSIDE MOST DISPENSER OUTER SHEATHII\G ON EVERY ISLAND. "PLEASE PULL FORWARD" CONTRACTOR SHALL INSTALL LEFT JUSTIFIED AND 6" BELOW THE "SELF SERVE" DECAL. 6 "PUSH TO STAR— CONTRACTOR SI -ALL INSTALL ADJACENT TO SODA BUTTON SELECTORS. OXGENATED FUELS — WHERE REQUIRED. APPLY TO FAR LEFT OF SODA BUTTONS. (TOP 1/3 OF DISPENSER PER AGENCIES) �87) METER TAGS C 9 ) FILTER CHANGE PLAQUE — (INSIDE DISPENSER DOOR) "A" SIDE OF DISPENSER 12 1/2" 8 3/4" OPENING FOR 1" WAYNEVAC VAPOR RECOVERY OUTLET 1" CONDUIT OPENING (SEE NOTE BELOW) OPENING FOR 1" BALANCE VAPOR RECOVERY OUTLET ''''\'k'"N\is.:N Cm CN CO CO I� CN (1_1 CO .4F M t r N,, N lo - 92 OCTANE 87 OCTANE • co • ! . \ N CO ± Eti FACING "A" SIDE Configuration PRODUCT CONFIGURATION NOTE: FOR A SINGLE HOSE PER SIDE MULTI—PRODUCT DISPENSER AS SHOWN, THE UNLEADED 87 OCTANE GRADE SELECTION BUTTON SHALL ALWAYS BE LOCATED ON THE LEFT SIDE OF THE DISPENSER FOR BOTH SIDES THE "B" SIDE OF THE DISPENSER SHALL BE ALIGNED WITH THE UNDER DISPENSER CONTAINMENT SUMP. PRODUCT AND VAPOR PIPING ENTERS ON THE "8" SIDE OF THE FOR PROPER EORIENTO T ONTRACAND IINSTSHAALLABTION LD RESPONSIBLE NOTE: UNDERGROUND PIPING NOT SHOWN ON THIS DRAWING. SEE DWG. TK3-3 Wayne Vista Series 2/V580 Blending MPD Electronic Dispenser 6 1/8" / 10 1/2" 14 1/2" REAR "B" SIDE OF DISPENSER (4) 3/4" x 1-1/2" SLOTS FOR ANCHOR BOLTS NOTE: ELECTRICAL PENETRATIONS SHALL ENTER FROM THE "A" SIDE OF THE DISPENSER NOTE: PRODUCT PIPING SHALL BE INSTALLED FROM THE "B" SIDE OF DISPENSER TO MATCH UNDER DISPENSER CONTAINMENT SUMP ORIENTATION. PRODUCT AND VAPOR RECOVERY INSTALLATION, CONTRACTOR IS RESPONSIBLE FOR CORRECT ORIENTATION OF THE STUB—UP'S TO THE DISPENSER. ANY ADJUSTMENTS OF THE INTERNAL WORKINGS OF THE DISPENSER TO ACCOMMODATE INCORRECTLY INSTALLED PIPING WILL BE AT CONTRACTORS OWN EXPENSE. STUB—UPS FROM HEADERS MUST MATCH LOCATION SHOWN IN THIS PLAN TO MATCH DISPENSER'S INTERNAL CONFIGURATION. NOTE: DIMENSIONS SHOWN IN THIS VIEW ARE TO BE USED FOR SIZING UNDER DISPENSER CONTAINMENT AND CONCRETE CUTOUT CLEARANCES. cd §L'43 o2 a ki o 0 1 •� o c 0 „ 0 o w p: (f) 0 eq. _ ...al Q h 0 '°"Iqj .57co 1- to -ci b 5 W co o p 0 V Y— �"L co 0 ._ , 0) U EC Q 0 a E mid a. W J c1 cc Wayne Vista Series 2/V580 Blending MPD Dispenser base Dimensions Dispenser Remode NOT TO SCALE: NOT TO SCALE: ATION 3 1/2"0 STANDARD BLACK PPE, BEND 180' ON A 10" Q. RADIUS G.C. TO FILL W CONC. SLURRY AND PAINT WHITE 6" CONC. DRIVE SLAB 1" THICK x 12 GA. INSTRUCTIONAL SIGN SUPPORT BARS WELDED TO POST BY MFR. COLUMN LOCATION (TYP.) 4"0 PREFAB BUMPER 40, POST FURNISHED BY ARCO G.C. TO FILL W/ CONCRETE SLURRY AND PAINT BLACK ISLAND FORM BEYOND SEE 0 Cm CN CO CO I� CN (1_1 CO OD M 4) cno 0 C L.. b Cly (/ cf) 65 -5 C z.0.) ti5 -9, 2 Tti CO -47a- E M 0 2C)Cil � Cts LO F" G teresa Xrefs: a0 0 V Steel Island Forms 0) E N 0 12" THICK x 20" DEEP x 30" LONG BOLLARD FOOTING NOT TO SCALE: 0 0 G IQs `T'NG ENG\N 'LAND PLANNING AND DESIGN SPECIALISTS - 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BCE# 7335 O 0 z CD z -62 w LU z CD z w L$J Island Bumper Post Details EXPIRES 01-07-01 master release date NO. ARCO PRODUCTS COMPANY MASTER REVISIONS 8/15/99 NOT TO SCALE: NOT TO SCALE: REVISIONS PROJECT RELEASE ISSUED FOR 11/08/99 PLAN CHECK CONST. RELEASE proj. exe. drawn by 10/01/99 SHK AS—BUILT project / facility 6155 sheet / file TK3-4 of �r 1 r) u) (1) rs) c d c6 0 E 0 U ti E LI) r.") 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IOlIIPhlIIIIIIIII1IIIIIIIJ!h'II..11110111111:!!11111111111111111111111:111111111111!11/11111111111!111111111111111111111111 iiiiiIiiiii!iiiii iiiiii iiiiii:'ii::iiti t:Iii.l.11.1.111111111111111111111111111:::1111:111111111111111111111111111111111111 ■■ i ► ■■■■1,UUUINrrldIIUN■■rr■ir■■rrr.r■lUI•lllllllllIU::■:l:::::::: iii. IIIlli1111I11111111 1111'!•: •I 111111' 1Il:li11111111:1111l111IIIII:IIS 11111111111111111111111111111111111111111111: lima............: rrr■■■.r11UN■■••Irrrr■r■rr...•NI11■■.l••lUN.I.•.NIU...■■■■Irr............■■r.....•■..r..I.■I.I■r..r....I. ■ ■ .II ■ ■ Ir ■ ■■N 1111 ■ ■ CONTROL EXPANSION JOINTS TO BE "TOOLED" WITH 3/8" RADIUS A.C. PAVING 18" (TYP.) 18" (TYP.) 4A, A.C. PAVIN FILL & VAPOR RECOVERY (STAGE I) TEMP. ALIGNMENT SPACER - ATTACHED IN FIELD TO MANHOLE SKIRT (TYP. OF 4) TO BE REMOVED AFTER INSTALLATION #3 TOP & BOTTOM AROUND ALL PENETRATIONS (TYP) NOTE: ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE ARCO FIELD ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. Tank Slab Concrete Specifications For Reference Only INSPECTION WELL BETWEEN FILLS 1'-0" CHAMFER (TYP.) #3 REBAR CAGE TOP & BOTTOM 2" COVER TYP. ALL AROUND PENETRATIONS NOTE: SEE TK1-1 FOR SITE SPECIFIC TANK ARRANGEMENT c 0 U a) -o0 E cc co c a) 10 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) b. CEMENT - TYPE II, SULFATE RESISTANT c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) d. 28 DAY CONCRETE STRENGTH (f'c): 2,500 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT f. SHRINKAGE - 0.05% MAXIMUM f. ENTRAINED AIR RANGE - 2% TO 4% 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, 7 1/2 GALLONS OF WATER PER SACK. 4. REINFORCING STEEL FOR TANK SLABS SHALL BE 6 x 6 - 4/4 WWM WELDED WIRE FABRIC OR #3 BARS © 16 0.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM. 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. WITH A MAXIMUM 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). >+ C O D O c a•c• O a. U 1 E4) Lc Qui h ci © ? W - U d -0 d) q- ui 14C;h c c 'd V, (1 0 0 O O 0 cu CE Cli • r 11. FOR BLACK CONCRETE COLOR ADMIX: L.M. SCOFIELD COMPANY "CHROMIX", "COLORFUL CONCRETE COLOR" BY ADMIXTURES, INC. IRWINDALE, CA, BOTH STANDARD AND RETARDER TYPES AS REQUIRED FOR THE FIELD PLACING CONDITIONS, OR PRIOR APPROVED EQUAL. NOTE: SRFACE APPLIED BLACK PAINT IS NOT ACCEPTABLE. 12. CEMENT FOR THE ENTIRE PROJECT SHALL BE SAME TYPE AND BRAND, AND FROM SAME MILL. AGGREGATE, BOTH FINE AND COARSE, SHALL BE SUPPIED FROM ONE SOURCE. MIX DESIGN SHALL REMAIN CONSTANT FOR ALL COLORED CONCRETE. SLUMP SHALL NOT EXCEED 4 INCHES. 13. MIXERS TRANSPORTING CONCRETE SHALL BE THOROUGHLY CLEANED PRIOR TO LOADING COLORED CONCRETE. 14. PIGMENTS SHALL BE ADDED TO MIX AT THE PLANT, AND SHALL BE MEASURED ACCURATELY. THE MIXER SHALL BE OPERATING AT CHARGING SPEED FOR 5 TO 10 MINUTES WHILE COLOR IS BEING ADDED. La Palma, CA FILTER FABRIC ON BOTTOM OF TANK HOLE FILTER FABRIC SEE NOTE NO. IN UNSTABLE SOIL (AS DEFINED BY - THE SOILS REPORT) THE DIMENSION MUST BE 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) 2' -8" MIN REQUIRED DEADMAN DIMENSIO TANK SIZE TANK LENGTH A> DEADMAN LENGTH >3 DEADMAN HEIGHT D ! r• DMAN WIDTH ,D, 4 FT. DIA. 550 GAL " 6'-9 1 4 // 7'-9 1 4" 6 " 6" 8 FT. DIA. 10,000 GAL 31'-6 1 2 " / ' 32-' 1 2" / 12" 12" 10,000 GAL 21'-5 1 22'-5 1/4" 12" 18" NOTES: ARCO CONSTRUCTION WILL PAINT COVER BLACK AND TAG EACH FILL RISER WITH THE PROPER PRODUCT I.D. TAG. DISTRIBUTION IS RESPONSIBLE FOR PAINTING THE CORRECT A.P.I. COLORS. (1) FILTER FABRI DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED. FABRIC MU EXTEND 1' ABOVE MAXIMUM HIGH WATER TABLE AND MAY BE 'r INED TO SIDE OF HOLE WITH WIRE, ETC., SEAMS MUST LAPPED 1' MINIMUM. NOT TO SCALE: NEW FIBERGLASS TA CONCRETE "DEADMAN". W THAN ONE TANK IS INSTALLE DEADMAN BETWEEN TA aS SHAL DOUBLE IN WIDTH T BOTH TANKS. THE T 2'-0" APART MI 3'-0" APART MI;';jl (SEE CHART) COMMOD MUST B 8' 1 •' TA DIA TA FIBERGLA 1/41+ -DOW FURNISHED `: .Y NK & PLACED A DES LOCATIONS. (NU R STRAPS R. ATED AS REQUIRED) STANDARD DETAIL FOR 10" 12" OR 14" ACCESS COVERS. NO OTHER MARKINGS ARE PERMITTED. TA MUST BE BALLASTED BY FILLING WITH WATER UNTIL BACK FILL I COMPLETE. CAUTION: DO NOT FILL FIBERGLASS TANK WITH PRODUCT NTIL BACK FILL IS EVEN WITH TOP. SEE SPECIFICATIONS. WHEN INSTALLATION IS COMPLETE, WATER IS TO BE COMPLETELY PUMPED OUT AND MOPPED DRY SO THAT NO PROBLEMS OCCUR WITH PHASE SEPARATION DURING WINTER OXYGENATED FUEL SEASON. DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED BY OWNERS ENGINEER OR AUTHORITY HAVING JURISDICTION. WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY ARCO FIELD ENGINEER FOR DIRECTION ON ANCHORING METHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) ( HEN ENGINEERED SHORING IS REQUIRED DUE TO SITE ►•NDITIONS AND ENGINEERED SHORING PLAN UTILIZING LOCKING STEEL SHEET PILING SHALL BE PROVIDED AND INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY ERTIFIED ENGINEER. IN SHAL A STAT FILL PORT -o O E Er -0 -w .. coo a mcO o as • C Epc m p z 44:( c 0 E 5 A OS C0:, 1111. _ c 0 E O 8 U it 0 c 0 CSL? tts 2© Qi Q w X 0 ti 4) 4) 0 0 ln STAGE I VAPOR RECOVERY 8" ACCESS PORT TO BE ORIENTATED TO THE SAME SIDE AS TANK LEVEL GAUGE 4"x4" HIGHWAY REFLECTOR MARKER FOR PRODUCT IDENTIFICATION. COLORED PER API STANDARDS. EPDXY MOUNTED INSTALLED BY ARCO DISTRIBUTIONS THIS AREA TO REMAIN BLACK 01-1A u0 C, 3/4" WIRE ROPE W/ TRIPLE V CLAMP COVER ENTIRELY W/ LIBERAL COAT OF ASPHALT CEMENT 0 0 1- G<T NO ENG\ i-= 0 0 'LAND PLANNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251-6222 ri I M #4 ROD "HAIRPIN" ONE FOR EA. STRAP 2 #3 REBAR FULL LENGTH Typical Tank Anchoring and Connections 'C' NIL IS OF ONE #3 COV W/ 2" COV N DEADMAN =CAST OUT TI-` ° HOLE ADD 3 BAR IN API STANDARD COLORS (EC) UNLEADED PREMIUM 92 OCTANE (EC) UNLEADED 87 OCTANE BCE* 7335 - RED - WHITE EXPIRES 01-07-01 master release date NO. ARCO PRODUCTS COMPANY MASTER REVISIONS 8/15/99 M M N 0 c 0 REVISIONS PROJECT RELEASE PERMIT 11/01/99 'D' SEE CHART FOR DEADMA DIMENSIONS Access Cover IdenUfication Standard Two Point Fill BID 11/01/99 CONST. NOT TO SCALE: AS -BUILT proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file T3-5 2#16 (TYP.) FUTURE LEAVE SLACK FOR FUTURE CONNECTIONS — 2#16 L1 L2 (TYP.) q q DISPENSER LIGHTS SWITCH 1 I-2#16 (TYP.) 1 1 1 I1 II 1 66 TOKHEIM ACCESS MODULE (TAM) SEE WIRING NOTE #1 0 4 #16 2 #12 GND II CJI --r I �I-- --+ III I I 1 \I \/ 17— CHASSIS - --� BARRIER - - - - s r T &0®00006 . . AUXILIARY U ONLY IF EQUIPPED WITH OPTIONAL L LIGHTS CONDUIT. o ® )6B®0B®6666®B®BmS W/B 8-20 CRIND/PUMP IN W HTR -N NEUTRAL (HEATER) 8 HTR -H HOT (HEATER) Y SPR3 SPARE 3 Y SPR2 SPARE 2 Y SPR1 SPARE 1 O L .-TED C CIRCUIT SUPPLYINGA ® POWER TO TANK MONITOR Cc P P G N T M T M G N L P 1 A 1 B 2 2 3 3 4 4c EE E EE T T T AB A B A B F MM M MM V V V T MN •1_!-1__1_L•1-1_L•L•1• RELAY R1nNG5 ,(/`�,/ �I"IO '•00��� '• �• •. •.00� INTERCOM 1 co m Q < CONTINUOUS ---� t CONTROL POWER N EMERGENCY STOP CONTROL POWER DISPENSER SWITCH H CONTROL POWER 0 0 N DL DLN 01 D1 0 3 0 4 III 9 L - - - L L__ L___ i PROJECT MANAGER APPROVAL: w 0 J.P. BROWN O 0 w -Q z (72 z w w z 0 z w H. WILLIAMS ALLIED SITE CONTROLLER BOX I I 1 I 1 .1 I 1 1- - RS -232 CABLE (TYP.) WAYNE SECURITY MODULE (4-6) 2 WIRE CABLE (TYP.) WAYNE DISPENSER DISTRIBUTION BOX I' I DATA FROM PIC ISLAND CARD READER (TYP.) 0 0 1 PHASE ISOLATION RELAYS 4 PER DISPENSER MAX.) 2 SHOWN) DISPENSER TERMINAL STRIP (TYP. OF 8) r- SEE WIRING NOTE #3 3/4"C 7#12 (POWER) 4#16 (DATA) 1#12 (GRD.) 1 11 MAIN CONDUIT J N 0 2 a a a (/ V E V) li v Q 0 CONNECTION BOX DISPENSER #1 N 0 0 DISPENSER ELECTRONIC CABINET CONDUIT EARTH GROUND TO INTERCOM I— 3 / 4"C I{ I I I 1111 1111 . . AUXILIARY U ONLY IF EQUIPPED WITH OPTIONAL L LIGHTS CONDUIT. o ® W/B 8-20 CRIND/PUMP IN W HTR -N NEUTRAL (HEATER) 8 HTR -H HOT (HEATER) Y SPR3 SPARE 3 Y SPR2 SPARE 2 Y SPR1 SPARE 1 O L .-TED C CIRCUIT SUPPLYINGA ® POWER TO TANK MONITOR o D!JUNCTION BOX ‘3D ri T2T3-T+4T°�+6T7T'� uAXluuu salsoR project / facility 6155 O 3 I I/ 1 I.. FOR •1_!-1__1_L•1-1_L•L•1• RELAY R1nNG5 ,(/`�,/ �I"IO '•00��� '• �• •. •.00� INTERCOM 1 co m Q < 24 voc zA MAx 1 1 1 J J J J I[LLL------------ — 120V TO ALARM DEVICE (OPTIONAL) -- NEUTRAL (OPTIONAL) U U U U FORM C CONTACTS 720 VAC 2A TACTS OR �JJ .--.--= >> 0 N Y W A-13 NEUTRAL (CD MODULE' W A-11 NEUTRAL (LIGHTS) 1 GN/Y A-10 EARTH GROUND 8 A-2 HOT (CD MODULE) CD CD OUTPUT RATINGS 00 ' — 0 J J,_ a 0 15 VDC 15 AMP A-2 HOT (LIGHTS) RELAYRATINCS VARISTOR ASSEMBLY T17448 -G1 120VAC T17448 -G3 240VAC -10 EARTH GROUND -13 NEUTRAL (CANOPY) -2 120 VAC HOT (CAN O INTERSTITIAL SENSOR INTERFACE MODULE m U U 0 O 1 11 MAIN CONDUIT J N 0 2 a a a (/ V E V) li v Q 0 CONNECTION BOX DISPENSER #1 N 0 0 DISPENSER ELECTRONIC CABINET CONDUIT EARTH GROUND TO INTERCOM I— 3 / 4"C I{ I I I 1111 1111 CONDUIT w ID Typical Wayne Dispenser Model 2/V580 (MPD Three Product, Single Hose Each Side) Unleaded, Unleaded Plus and Unleaded Premium (SEE DWG. TK1-1 FOR DISPENSER TYPES & COUNT) CONTRACTOR RESPONSIBLE FOR OBTAINING LATEST DISPENSER FIELD WIRING DIAGRAMS PUMP #2 CONTROL POWER 0 SEE WIRING NOTE #2 WIRING NOTES: 1 THE WIRING SHOWN IS FOR O VARIABLE SPEED THE TERMINALS 1A, 2A AND 3A ARE WIRED TO THE RESPECTIVE TERMINAL "C" ON THE TLS -350 AND THE "N/0" TERMINAL IS WIRED TO THE "HOOK" INPUT ON THE CPT CONTROLLER. 2. THE JUMPER BETWEEN EMI AND EM2 MUST BE REMOVED WHEN INSTALLING REMOTE EM STOP SWITCHES. DO NOT REMOVE JUMPER BETWEEN EM3 AND EM4. 3. THE JUMPER BETWEEN D1/D1, D2/D2, ETC. MUST BE REMOVED WHEN WIRING FOR INDIVIDUAL DISPENSER SHUTDOWN AND MUST BE FIELD WIRED BACK TO THE TLS -350 AS SHOWN. EACH CORRESPONDING TLS -350 OUTPUT MUST BE PROGRAMMED TO OPEN UPON DISPENSER SUMP SENSOR ACTIVATIONS. IN JURISDICTIONS WHERE TURBINE SHUTDOWN IS REQUIRED FOR DISPENSER SUMP SENSOR ACTIVATION, THIS WIRING IS NOT INSTALLED AND THE FACTORY JUMPERS D1/D1, D2/D2, ETC. REMAIN IN PLACE. IN THIS INSTANCE, THE TLS -350 MUST BE PROGRAMMED TO SHUTDOWN THE TURBINES UPON ANY DISPENSER SUMP SENSOR ACTIVATION. EMERGENCY SHUT OFF SWITCH ON BLDG. WALL 1-7-4) I NCI - I L MOMI GENERAL NC � MOM; 1/2"C 21112 1 L J J EMERGENCY SHUT OFF SWITCH AT SALES COUNTER EMERGENCY SHUTOFF SWITCHES Sheet Notes 7 J L 2 #16 1 - (PER (PER DISPENSER) PUMP #1 CONTROL POWER POWER AREA INTRINS WM fTI AUXILIARY © U o ® rine O L .-TED C CIRCUIT SUPPLYINGA ® POWER TO TANK MONITOR o D!JUNCTION BOX ‘3D ri T2T3-T+4T°�+6T7T'� uAXluuu salsoR project / facility 6155 O 3 I I/ 1 I.. FOR •1_!-1__1_L•1-1_L•L•1• RELAY R1nNG5 ,(/`�,/ �I"IO '•00��� '• �• •. •.00� INTERCOM 01000000011 co m Q < 24 voc zA MAx 1 1 1 J J J J I[LLL------------ — 120V TO ALARM DEVICE (OPTIONAL) -- NEUTRAL (OPTIONAL) U U U U FORM C CONTACTS 720 VAC 2A TACTS OR �JJ .--.--= >> — J �'rn'cTlci»cTiiocTRcia61 RELAY I+' TZT'T4TST°T'T°-1 Uf MUM SENSOR CD CO OUTPUT RATINGS 3 m 15 VDC 15 AMP CONDUIT w ID Typical Wayne Dispenser Model 2/V580 (MPD Three Product, Single Hose Each Side) Unleaded, Unleaded Plus and Unleaded Premium (SEE DWG. TK1-1 FOR DISPENSER TYPES & COUNT) CONTRACTOR RESPONSIBLE FOR OBTAINING LATEST DISPENSER FIELD WIRING DIAGRAMS PUMP #2 CONTROL POWER 0 SEE WIRING NOTE #2 WIRING NOTES: 1 THE WIRING SHOWN IS FOR O VARIABLE SPEED THE TERMINALS 1A, 2A AND 3A ARE WIRED TO THE RESPECTIVE TERMINAL "C" ON THE TLS -350 AND THE "N/0" TERMINAL IS WIRED TO THE "HOOK" INPUT ON THE CPT CONTROLLER. 2. THE JUMPER BETWEEN EMI AND EM2 MUST BE REMOVED WHEN INSTALLING REMOTE EM STOP SWITCHES. DO NOT REMOVE JUMPER BETWEEN EM3 AND EM4. 3. THE JUMPER BETWEEN D1/D1, D2/D2, ETC. MUST BE REMOVED WHEN WIRING FOR INDIVIDUAL DISPENSER SHUTDOWN AND MUST BE FIELD WIRED BACK TO THE TLS -350 AS SHOWN. EACH CORRESPONDING TLS -350 OUTPUT MUST BE PROGRAMMED TO OPEN UPON DISPENSER SUMP SENSOR ACTIVATIONS. IN JURISDICTIONS WHERE TURBINE SHUTDOWN IS REQUIRED FOR DISPENSER SUMP SENSOR ACTIVATION, THIS WIRING IS NOT INSTALLED AND THE FACTORY JUMPERS D1/D1, D2/D2, ETC. REMAIN IN PLACE. IN THIS INSTANCE, THE TLS -350 MUST BE PROGRAMMED TO SHUTDOWN THE TURBINES UPON ANY DISPENSER SUMP SENSOR ACTIVATION. EMERGENCY SHUT OFF SWITCH ON BLDG. WALL 1-7-4) I NCI - I L MOMI GENERAL NC � MOM; 1/2"C 21112 1 L J J EMERGENCY SHUT OFF SWITCH AT SALES COUNTER EMERGENCY SHUTOFF SWITCHES Sheet Notes 7 J L 2 #16 1 - (PER (PER DISPENSER) PUMP #1 CONTROL POWER POWER AREA INTRINS PUMP CONTROL RELAYS (TYP.) (SEE NOTES '16 & 3/4"C, 3 #12 +1 #12 GRD. —I + (1) 18-3 THWN SHIELDED UNLEADED #1 87 OCTANE SUBMERSIBLE TURBINE #1 "CPT" NOTE: ADDITIONAL TURBINE FOR GREATER THAN 12 FUELING POSITIONS WIRED SIMILAR. 1. ALL 120/VAC WIRING TO BE COPPER WITH THHN/THWN INSULATION. 2. CAUTION: 120VAC WIRING MUST NOT BE CONNECTED TO LOW VOLTAGE CONNECTIONS. DAMAGE FROM MISWIRING IS NOT COVERED BY WARRANTY. DAMAGE DUE TO IMPROPER WIRING WILL BE BILLED BACK TO THE INSTALLING CONTRACTOR. 3. MAXIMUM 20 AMP 3 -POLE, CIRCUIT BREAKER FOR 208 VAC, 2 HP MOTOR LOCATED AND PRE INSTALLED IN PANEL. 4. ALL WIRING TO BE INSTALLED BY CONTRACTOR. ONLY CRITICAL EMERGENCY AND LEAK DETECTION PANEL WIRING SHOWN. 5. ALL U.G. CONDUIT SHALL BE RIGID GALVANIZED OR PVC SCHEDULE FINAL 24" TO ANY LOCATION SHALL BE RIGID GALVANIZED. 40. ALL FITTINGS AND THE VEEDER ROOT IF SHIELDED CABLE USED BOND SHIELD AT THIS POINT. UNLEADED PREMIUM 92 OCTANE PUMP SWITCH NEW - VEEDER ROOT TLS -350 LEAK DETECTION MONITOR CONSOLE W/0 TANK GAUGING NOTE: ENTRY INTO PANEL MUST BE THROUGH PERFORMED KNOCKOUTS FROM CIRCUIT BREAKER PANEL L1 N L1 N ;Fi 1 LOW VOLTAGE WIREWAY OR CONDUIT SEE NOTE #8 PUMP CONTROL RELAYS PUMP RUN LIGHT 3/4"C, 2#12 +1#12 GRD. 3/4"C, 2 #12 +1#12 GRD. PIC ISLAND CAR D READER #1 PIC ISLAND CARD READER #2 NOTE: ADDITIONAL PIC UNITS WIRED SIMILAR. (POWER ONLY SHOWN HERE) 8 WARNING - THIS IS INTRINSICALLY SAFE WIRING AND MUST BE SEPARATED FROM ALL OTHER • WIRING AND INSTALLED IN CONDUIT. MAXIMUM CABLE LENGTH BETWEEN MONITOR CONSOLE AND SENSORS IS 1,000 FEET. 9. SPECIAL NOTE - IT IS THE INTENT OF THIS DESIGN THAT ANY FAILURE OF THE LEAK DETECTION SYSTEM, THAT ALL POWER TO THE PRODUCT PUMPS WILL BE INTERRUPTED. 10, CERTIFIED INSTALLERS - ALL MANUFACTURERS TRAINING REQUIREMENTS SHALL BE MET BY CONTRACTOR INSTALLING SENSORS, PROBES AND WIRING TO MONITORING SYSTEM, AS WELL AS ALL DISPENSER WIRING. 11. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR ALL REQUIRED WIRING CONNECTIONS 12. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO NOTIFY THE AUTHORIZED REPRESENTATIVE FOR EQUIPMENT STARTUP OF THE FUELING SYSTEM,. 13. VEEDER-ROOT REQUIRES THE USE OF SHIELDED CABLE WHEN USING NON -BONDED METALLIC OR PVC CONDUIT IN ANY PORTION OF THE WIRING BETWEEN THE PROBE/SENSOR JUNCTION BOX AND THE TLS CONSOLE. SHIELDED CABLE MUST BE RATED LASS THAN 100 PICOFARAD PER FOOT AND BE MANUFACTURED WITH A MATERIAL SUITABLE FOR THE ENVIRONMENT, SUCH AS CAROL (TM) C2534 OR BELDEN (TM) 88760, 8760 OR EQUAL. 14. WIRE LENGTH - IMPROPER SYSTEM OPERATION COULD RESULT IN UNDETECTED POTENTIAL ENVIRONMENTAL AND HEALTH HAZARDS IF THE PROBE - OR SENSOR -TO -CONSOLE WIRE RUNS EXCEED 1000 FEET. WIRE RUNS MUST BE LESS THAN 1000 FEET TO BE UL ACCEPTABLE FOR THIS APPLICATION. 15. SPLICES - VEEDER-ROOT RECOMMENDS THAT NO SPLICES BE MADE IN THE WIRE RUN BETWEEN A SENSOR OR PROBE JUNCTION BOX AND THE CONSOLE. EACH SPLICE DEGRADES SIGNAL STRENGTH AND COULD RESULT AN POOR SYSTEM PERFORMANCE. RED JACKET 16. ALL CPT TURBINE CONTROLLERS SHALL BE WIRED 230 VAC, 2 -POLE SINGLE PHASE. THE CPT CONTROLLER WILL AUTOMATICALLY CONVERT THE POWER OUTPUT TO TURBINE TO 230 VAC, 3-PHASE 17. SEE ELECTRICAL PANEL SCHEDULE ON SHEET E2-2 3M SPLICE KIT REQUIRED (TYP.) ( TO OTHER SENSOR JUNCTION BOXES TANKS NOTE: 2 CONDUCTOR SHIELDED CABLE MUST BE USED TO MAKE CONNECTIONS (NO EXCEPTIONS) 1"C, (6) #18-2 THWN SHIELDED CABLE WEATHERPROOF J -BOX SENSOR LOCATED (1 PER SENSOR) IN ANNULAR SPACE •f --� A ---1 LEAK 19 - J UNLEADED I DETECTION -1 INTERSTITIAL WEATHERPROOF J -BOX (1 PER SENSOR) L _ _ _ SENSOR LOCATED IN TURBINE SUMP - � UNLEADED I 18 LEAK DETECTION TURBINE SUMP EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11 /08/99 PLAN CHECK BID 11/08/99 RELEASE CONST. RELEASE AS—BUILT WM fTI © U o ® rine O L .-TED C CIRCUIT SUPPLYINGA ® POWER TO TANK MONITOR o 2 Z . Pte, 'LAND PLANNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BCE4 7335 1-1 2-2 3-3 4-4 � � ND � , 4d RELAY ri T2T3-T+4T°�+6T7T'� uAXluuu salsoR project / facility 6155 O 3 I I/ 1 I.. OIfTPUT RATINGS •1_!-1__1_L•1-1_L•L•1• RELAY R1nNG5 ,(/`�,/ �I"IO '•00��� '• �• •. •.00� 15 VDC 15 AMP 01000000011 12DYAC2A2A 0OR I EI ITf'lAL SENSOR_ _ I _ RFACE MODULE SENSOR I 24 voc zA MAx 1 1 1 — — — 1 1 I ---� II j-j I_ �' ;ro 0 -- RELAY I[LLL------------ — 120V TO ALARM DEVICE (OPTIONAL) -- NEUTRAL (OPTIONAL) o I I I I l I I I l I RELAY RATINGS IT I) 000000000 FORM C CONTACTS 720 VAC 2A TACTS OR �JJ .--.--= 24 VOC 2A UAx — J �'rn'cTlci»cTiiocTRcia61 RELAY I+' TZT'T4TST°T'T°-1 Uf MUM SENSOR i•I•I•I•I•J•I•I•I•I.1•I•I•I•I•L_ OUTPUT RATINGS 0000000000000000 15 VDC 15 AMP O 1 I 1 I I 1 1 I RELAYRATINCS 000000000000 FORM C CONTACTS t20 VAC 2A MAX OR O INTERSTITIAL SENSOR INTERFACE MODULE 24 VOC 2A AUX O o © 0O © O. PUMP CONTROL RELAYS (TYP.) (SEE NOTES '16 & 3/4"C, 3 #12 +1 #12 GRD. —I + (1) 18-3 THWN SHIELDED UNLEADED #1 87 OCTANE SUBMERSIBLE TURBINE #1 "CPT" NOTE: ADDITIONAL TURBINE FOR GREATER THAN 12 FUELING POSITIONS WIRED SIMILAR. 1. ALL 120/VAC WIRING TO BE COPPER WITH THHN/THWN INSULATION. 2. CAUTION: 120VAC WIRING MUST NOT BE CONNECTED TO LOW VOLTAGE CONNECTIONS. DAMAGE FROM MISWIRING IS NOT COVERED BY WARRANTY. DAMAGE DUE TO IMPROPER WIRING WILL BE BILLED BACK TO THE INSTALLING CONTRACTOR. 3. MAXIMUM 20 AMP 3 -POLE, CIRCUIT BREAKER FOR 208 VAC, 2 HP MOTOR LOCATED AND PRE INSTALLED IN PANEL. 4. ALL WIRING TO BE INSTALLED BY CONTRACTOR. ONLY CRITICAL EMERGENCY AND LEAK DETECTION PANEL WIRING SHOWN. 5. ALL U.G. CONDUIT SHALL BE RIGID GALVANIZED OR PVC SCHEDULE FINAL 24" TO ANY LOCATION SHALL BE RIGID GALVANIZED. 40. ALL FITTINGS AND THE VEEDER ROOT IF SHIELDED CABLE USED BOND SHIELD AT THIS POINT. UNLEADED PREMIUM 92 OCTANE PUMP SWITCH NEW - VEEDER ROOT TLS -350 LEAK DETECTION MONITOR CONSOLE W/0 TANK GAUGING NOTE: ENTRY INTO PANEL MUST BE THROUGH PERFORMED KNOCKOUTS FROM CIRCUIT BREAKER PANEL L1 N L1 N ;Fi 1 LOW VOLTAGE WIREWAY OR CONDUIT SEE NOTE #8 PUMP CONTROL RELAYS PUMP RUN LIGHT 3/4"C, 2#12 +1#12 GRD. 3/4"C, 2 #12 +1#12 GRD. PIC ISLAND CAR D READER #1 PIC ISLAND CARD READER #2 NOTE: ADDITIONAL PIC UNITS WIRED SIMILAR. (POWER ONLY SHOWN HERE) 8 WARNING - THIS IS INTRINSICALLY SAFE WIRING AND MUST BE SEPARATED FROM ALL OTHER • WIRING AND INSTALLED IN CONDUIT. MAXIMUM CABLE LENGTH BETWEEN MONITOR CONSOLE AND SENSORS IS 1,000 FEET. 9. SPECIAL NOTE - IT IS THE INTENT OF THIS DESIGN THAT ANY FAILURE OF THE LEAK DETECTION SYSTEM, THAT ALL POWER TO THE PRODUCT PUMPS WILL BE INTERRUPTED. 10, CERTIFIED INSTALLERS - ALL MANUFACTURERS TRAINING REQUIREMENTS SHALL BE MET BY CONTRACTOR INSTALLING SENSORS, PROBES AND WIRING TO MONITORING SYSTEM, AS WELL AS ALL DISPENSER WIRING. 11. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR ALL REQUIRED WIRING CONNECTIONS 12. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO NOTIFY THE AUTHORIZED REPRESENTATIVE FOR EQUIPMENT STARTUP OF THE FUELING SYSTEM,. 13. VEEDER-ROOT REQUIRES THE USE OF SHIELDED CABLE WHEN USING NON -BONDED METALLIC OR PVC CONDUIT IN ANY PORTION OF THE WIRING BETWEEN THE PROBE/SENSOR JUNCTION BOX AND THE TLS CONSOLE. SHIELDED CABLE MUST BE RATED LASS THAN 100 PICOFARAD PER FOOT AND BE MANUFACTURED WITH A MATERIAL SUITABLE FOR THE ENVIRONMENT, SUCH AS CAROL (TM) C2534 OR BELDEN (TM) 88760, 8760 OR EQUAL. 14. WIRE LENGTH - IMPROPER SYSTEM OPERATION COULD RESULT IN UNDETECTED POTENTIAL ENVIRONMENTAL AND HEALTH HAZARDS IF THE PROBE - OR SENSOR -TO -CONSOLE WIRE RUNS EXCEED 1000 FEET. WIRE RUNS MUST BE LESS THAN 1000 FEET TO BE UL ACCEPTABLE FOR THIS APPLICATION. 15. SPLICES - VEEDER-ROOT RECOMMENDS THAT NO SPLICES BE MADE IN THE WIRE RUN BETWEEN A SENSOR OR PROBE JUNCTION BOX AND THE CONSOLE. EACH SPLICE DEGRADES SIGNAL STRENGTH AND COULD RESULT AN POOR SYSTEM PERFORMANCE. RED JACKET 16. ALL CPT TURBINE CONTROLLERS SHALL BE WIRED 230 VAC, 2 -POLE SINGLE PHASE. THE CPT CONTROLLER WILL AUTOMATICALLY CONVERT THE POWER OUTPUT TO TURBINE TO 230 VAC, 3-PHASE 17. SEE ELECTRICAL PANEL SCHEDULE ON SHEET E2-2 3M SPLICE KIT REQUIRED (TYP.) ( TO OTHER SENSOR JUNCTION BOXES TANKS NOTE: 2 CONDUCTOR SHIELDED CABLE MUST BE USED TO MAKE CONNECTIONS (NO EXCEPTIONS) 1"C, (6) #18-2 THWN SHIELDED CABLE WEATHERPROOF J -BOX SENSOR LOCATED (1 PER SENSOR) IN ANNULAR SPACE •f --� A ---1 LEAK 19 - J UNLEADED I DETECTION -1 INTERSTITIAL WEATHERPROOF J -BOX (1 PER SENSOR) L _ _ _ SENSOR LOCATED IN TURBINE SUMP - � UNLEADED I 18 LEAK DETECTION TURBINE SUMP EXPIRES 01-07-01 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11 /08/99 PLAN CHECK BID 11/08/99 RELEASE CONST. RELEASE AS—BUILT teresa Xrefs: II 0 0 -1 a.A RCO Product Division 3rketing . Design 4C k 90623-1066 Dispenser :enter blvd. ;hington 98188 of Leak Detec Vayne 2/V580 1 Company 1996 s � cLE V./ !ti_W W t"'" Cs "Ph °)_,-c 05 ai Lo°3 F.' >w 0© exot-i A u.,,, 444 fro ..moi 0 0 - 2 Z . Pte, 'LAND PLANNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BCE4 7335 master release date 8/15/99 proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK4-1 of i teresa Xrefs: II 0 0 -1 a.A c al 41E 0 0 Dispenser Remode 1 PROJECT MANAGER APPROVAL: 0 J.P. BROWN 0 tZ 0 Iw z EE w w z 0 z 0 H. WILLIAMS Material List at Tank SEE NOTE BELOW ITEM DESCRIPTION MANUFACTURER 10,000 GAL. DBL. WALL FRP TANK 8' DIA "XERXES" 10,000 GALLON - (EXISTING TO REMAIN) NT...'.ME' T SUMPS ""XERXES" ..MODEL. 4: F;T F (TURBINE .;.:..': FT' ,.CLAMPSDOWN 1:RTK - VERSION) I (EXISTING TO REMAIN) (SUPPLIED I_D D!IR'E: "-LY 1'O _,I L B: >::ER.XES C LLAR AT SUMP "XERXES" MODEL (APPLIED FACTORY EF (EXISTING TO REMAIN) 42" DIA. MANHOLE (RAINTIGHT) IN/ MANHOLE SKIRT AND LIFTING HANDLE "FIBERLITE" MODEL # FL -42 (WITH BLACK COVER - NO SUBSTITUTES) "FIBERLITE" MODEL # FL-42SK-9G (SKIRT) "FIBERLITE" MODEL # FL -HANDLE (SHIP ONE PER SITE) E>:T PA.CT0R VENT VALVE -1.-",•4"..2",2" 1 BALL LL . ",T VALVE_ .'I EAT MODE" E.'<': 20F EXISTING TO REMAIN) ) NOT USED PF:E:->SU RE ;M: VENT -. . 3' r..C. .'`RE:,, 8 'r ii. _. ..,. 11:1(- ;'.fiE.A.TOi< MODEL. # F.VV - ....--.00 (EXISTING TO REMAIN) TURBINE PUMP 1.5 H.P. STANDARD W/ STANDARD PUMP CONTROLLER W/ HIGH VOLTAGE SHIELDED CABLE EXISTING TO REMAIN ON 92 OCTANE TANK TURBINE PUMP 2 H.P. VARIABLE w/ 3 PHASE POWER W/ CONTROLLER W/ HIGH VOLTAGE SHIELDED CABLE "RED JACKET" CPT -2 QKSET PUMP IN/ CONTROLLER MODEL # RJ881-987-5 (8' DIA.) "RED JACKET" MODEL# RJ -780-916-1 (SHIELDED CABLE) (ORDER SIPHON CHECK VALVE FOR ONE TURBINE MODEL # RJ -188-241-5) (;) I TURBINE TRAPPER SCREEN "RED JACKET" MODEL # RJ -080-723-1 2" x 24" LONG FLEX CONNECTOR SWIVEL MALE x FEMALE 2" 3"X2" TEST REDUCER "TITEFLEX" MODEL # 111430-32-0240 (U.L. LISTED) "ENVIRON" MODEL # EP-RTR-3020 W/ TEST VALVE 'IS" DIA €N2.F'EC-II_:' :';ELL MANHOLE ;p,-;:;.1.EP•.:..,,,H...; r -'1_,M ..: , I' - - 1,. . (EXISTING TO REMAIN) NOT USED 5 GALLON CONTAINMENT SUMPS FOR CONVERSION TO DUAL POINT "POMECO" MODEL # P-6512B-RP163036RT052 FOR SINGLE FILL AND VAPOR RETURN FILL ADAPTOR (TOP SEAL) FILL CAP (TOP SEAL) "EMCO WHEATON" MODEL # EW -A30-024 "EMCO WHEATON" MODEL # EW -A97-005 (CONVERT TO DUAL POINT) VAPOR CHECK ADAPTOR VAPOR CAP "EMCO WHEATON" MODEL # EW -A76-005 (CONVERT TO DUAL POINT) "EMCO WHEATON" MODEL # EW -A99-002 OVERFILL PREVENTION VALVE WITH DROP TUBE "OPW" MODEL # OPW-61S0-410C (CONVERT TO DUAL POINT) LIQUID LEAK SENSOR AT TURBINE SUMP "VEEDER-ROOT" MODEL # VR -794380-208 LIQUID LEAK SENSOR FOR TANK ANNULAR SPACE (8' DIA.) "VEEDER-ROOT" MODEL # VR -794390-407 SECONDARY CONTAINMENT PIPING, FITTINGS AND GLUE KITS "AMERON" DUALOY 3000/L OR "A.O. SMITH" RED THREAD II (CONTRACTOR TO PROVIDE MANUFACTURER DATA TO DESIGN ENGINEER) PRIMARY CONTAINMENT PIPING, FITTINGS AND GLUE KITS "AMERON" DUALOY 3000/L OR "A.O. SMITH" RED THREAD II (CONTRACTOR TO PROVIDE MANUFACTURER DATA TO DESIGN ENGINEER) _L I I`•:IrJ .3" I::1 _l _ FES -6300 2" MODEL 19 FEB -6200 •:;:: , C: MPRE-.. :SIIAlFrIGHT FITTIN NVIFa?I'I 3; I:1::iF .L FEB ----3075 _ ' MODEL. ;7 2" BALL VALVE 150 WSP/600 FORGED BRASS FULL PORT "JOMAR" SYSTEM -4 MODEL # T-100-708 NOT USED NOT USED Material List at ITEM DESCRIPTION Dispenser Island MANUFACTURER SEE NOTE BELOW BLENDING MULTI -PRODUCT DISPENSERS W/ BALANCE VAPOR RECOVERY WIDE FRAME "WAYNE" VISTA MODEL #V-580 (THREE PRODUCT BLENDING MPD W/ SINGLE HOSE PER SIDE) (SUPPLIED DIRECTLY TO SITE BY WAYNE) COAXIAL DISPENSER NOZZLE EMCO WHEATON MODEL # EW-N4005UF (BALANCE NOZZLE) COAXIAL FUEL HOSE 6'-0" LONG IN/ 4'-0" WHIP HOSE CLAMP AND RETRACTOR BOX COAXIAL BREAKAWAY VALVE 6'-0" HOSE - GOODYEAR" MODEL # GY-MX72 4'-0" WHIP - GOODYEAR MODEL # GY MX48 COAXIAL HOSE CLAMP - "GOODYEAR" MODEL GY-CHC RETRACTOR BOX - "RED JACKET" MODEL # RJ -884-034-5 "HUSKY" MODEL # HS-3360VR PRODUCT IMPACT VALVE DOUBLE POPPET W/ FUSIBLE LINK "EMCO WHEATON" MODEL # EW -A60-022 VAPOR RECOVERY IMPACT VALVE (TOP ENTRY) "EMCO WHEATON" MODEL # EW -A63-024 1-1/2" x 24" FLEX CONNECTOR SWIVEL MALE x FEMALE 2" W/ FLEXIBLE ISOLATION TUBE & RUBBER REDUCER SEAL TITEFLEX MODEL # 111430-24-0240 (U.L LISTED) "ENVIRON" WODEL # FIT -3530 "ENVIRON" MODEL # RRD-3020 (3"x2") MODEL # 3015 (3"x1-1/2") UNDER DISPENSER SPILL CONTAINMENT SUMP 34" BASE "TOTAL CONTAINMENT" MODEL # DP -3416 WITH STABILIZER ASSEMBLY (CONTRACTOR TO PLUMB ALL FITTINGS) General Notes 1. THE UNDERGROUND TANK SHALL BE AN UNDERWRITER LABORATORIES INCORPORATED TANK LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS. LISTING MUST INCLUDE THE ABILITY TO WITHSTAND A VACUUM TEST OF 13.8 INCHES OF HG. 2. UNDERGROUND TANK INSTALLATION AND TESTING SHALL BE PER U. L. LISTED "MANUFACTURER'S INSTALLATION INSTRUCTIONS". INSTALLATION SHALL CONFORM TO NFPA-30 AND ALL APPLICABLE LOCAL AND STATE REGULATIONS. 3. MONITOR SYSTEMS FOR THE INTERSTICE SHALL BE: BY A VEEDER ROOT LIQUID SENSOR, AND IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE REGULATIONS. 4. BEDDING AND BACKFILL MAY BE SAND, PEA GRAVEL, ROUNDED AGGREGATE CRUSHED STONE OR NATIVE SOIL IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS AND ARCO SPECIFICATION 13800. 5. THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION OF ANSI -B31, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, AND NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE. 6. ALL ASSOCIATED PIPING SHALL BE PROTECTED FROM CORROSION. 7. SEE DRAWINGS FOR NUMBER OF FITTINGS, CONFIGURATION, ACCESSORIES AND SUMP RISER DETAILS. UNDER DISPENSER SUMP MONITORING PROBE NOT USED (36) UNDER DISPENSER PAN PRODUCT PIPING ENTRY BOOT "ENVIRON" MODEL # PEB-3520 UNDER DISPENSER PAN VAPOR PIPING ENTRY BOOT "ENVIRON" MODEL # SEB -1015 UNDER DISPENSER SUMP CONDUIT PENETRATION FITTING 3/4" "ENVIRON" MODEL # FEB -3075 SHORT RADIUS ISLAND FORMS 6'-O" LONG x 4'-O" WIDE x 13" HIGH "AMERICAN CONTAINMENT" MODEL # AC-IFIZFR 42"x84"x4" SCH. 40 DISPENSER ISLAND TRAFFIC BOLLARD W/SIGN MOUNTS "AMERICAN CONTAINMENT" MODEL # AC-PG48X72WB SLAI`lD CARD READER TRAFFIC BoLLARD (0 -SHAPED) "AMERICAN ' NT A MENT' ODE. . P(7.;24.\07 (NOT USED) ITEM DESCRIPTION Material List at Building MANUFACTURER SEE NOTE BELOW LEAK DETECTION MONITOR CONSOLE "VEEDER-ROOT" TLS -350 W/O PRINTER MODEL # VR -847090-002 (PRINTER ONLY INSTALLED WITH TANK GAUGING WHICH IS TO BE A SITE SPECIFIC OPTION) DISPENSER DISTRIBUTION INTERFACE BOX AND TURBINE ISOLATION RELAYS "WAYNE" DISPENSER DISTRIBUTION BOX (SUPPLIED DIRECTLY FROM WAYNE) - (SEE DWG TK4-1) 44 TOKHEIM ACCESS MODULE FOR PIC UNITS "TOKHEIM" SAM PIC INTERFACE UNIT (EXISTING TO REMAIN) (SUPPLIED DIRECTLY FROM TOKHEIM) - (SEE DWG. TK4-1) 45 IT- r,r TF:.., I -R MODULE 'FSiTE CADNTROLLER M0[2F .. ; C(_ .,...1, . . . DIRE' TL_`I 1-R(..; ,-` - (EXISTING TO REMAIN) (1-_6) SECURITY MODULE ' - LEARC 1 F T: MODULE MODEL , F'A..0 .,_ 0 .; WITH (ABLE , _I I•'PLI T: WITH NW) (EXISTING TO REMAIN) PF I^ M0[ULE SALE) >I,`1_ FOS ;".3f_M - .F'+= _'1_ir<FICDR1'c:H1 (SOFTWARE SUPPLIED D HARDWARE El Er ) (EXISTING TO REMAIN) RECT Ls FR(.3M INTERCOM TO DISPENSERS (CONSOLE MOUNTED AT SALES COUNTER) "3M" INTERCOM MASTER MODEL # 3M -D-20 DISPENSER MOUNTED SPEAKERS BY GILBARCO (SEE DWG. TK4-1) EMERGENCY PUMP SHUT OFF SWITCH (INDOOR AND OUTDOOR) SQUARE D CLASS 39001 K25 FLUSH PLATE PUSH-BUTTON W/ K60 COVER, INDOOR SQUARE D CLASS 9001 KR3RH6 PUSH-BUTTON N.C. WITH K60 COVER IN WEATHERPROOF ENCLOSURE (OR EQUAL) (SEE DWG. TK4-1) INDICATES MATERIAL SUPPLIED BY CONTRACTOR. ALL OTHER NUMBERED ITEMS ON THIS LIST SUPPLIED BY ARCO PRODUCTS COMPANY THROUGH ANS DISTRIBUTING UNLESS OTHERWISE NOTED. CALL (800) 462-1278 TO COORDINATE MATERIALS DELIVERY SCHEDULE AND VERIFY EQUIPMENT COUNTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT ARRIVES AT SITE IN UNDAMAGED CONDITION. Abbreviations List ABBR. DESCRIPTION A.C. ASPHALT CONCRETE API AMERICAN PETROLEUM INSTITUTE APPROX. APPROXIMATE AUX. BLU. BLK. C. COMB. CONN. CORP. DBL. D DIM. D.C. DWG. EMT ELL FT. FLEX. FRP FN PT F.G. GAL. GALV. HEX H.P. I.D. J -BOX L MAX. MANF. MIN. AUXILIARY BLUE BLACK CONDUIT COMBINATION CONNECTOR/CONNECTION CORPORATION CENTER LINE DOUBLE DEEP DIMENSION DIRECT CURRENT DRAWING ELECTRICAL METALLIC TUBING ELBOW FOOT FLEXIBLE FIBERGLASS REINFORCED PLASTIC FEMALE NATIONAL PIPE THREAD FIBERGLASS GALLON GALVANIZED HEXAGON HORSEPOWER INSIDE DIAMETER JUNCTION BOX LONG MAXIMUM MANUFACTURER MINIMUM ABBR. DESCRIPTION MNPT N.C. NIP NPT NO. N.O. N/A N.T.S. O.D. P PVC QTY. REF. REQ'D. RSG SPECS. SCH. SCR'D. SEC TYP. U.L. U/G V VAC V.R. VIO. WHT. w/ MALE NATIONAL PIPE THREADS NORMALLY CLOSED NIPPLE NATIONAL PIPE THREAD NUMBER NORMALLY OPEN NOT APPLICABLE NOT TO SCALE OUTSIDE DIAMETER PRODUCT LINE POLYVINYL CHLORIDE QUANTITY REFERENCE REQUIRED RIGID STEEL GALVANIZED SPECIFICATIONS SCHEDULE SCREWED SECTION TYPICAL UNDERWRITERS LABORATORY UNDERGROUND VAPOR LINE VOLT AMP CURRENT VAPOR RECOVERY VIOLET WHITE WITH EXPIRES 01-07-01 NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE LIST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. NO. ARCO PRODUCTS COMPANY MASTER REVISIONS NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR 11 /08/99 PLAN CHECK BID RELEASE 11/08/99 CONST. RELEASE AS -BUILT teresa Xrefs: J a 0 o, r) ro r0 Ln c 0 0 0 c 0 0 a) i r) r) N • 0 Q u) 0 ti i.,T_ ARCO Retail Marketing .Ima, CA 906 COE ."..41:-.• 1.-E al- 0•§ .E..r. (To) --..-, Eo -4 Cif I-- m o© ,qP1-14(1.c‘ 0047° 14/0 EN "LAND PLANNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BCE# 7335 master release date 8/15/99 proj. exe. drawn by 10/01/99 SHK project / facility 6155 sheet / file TK4-3 of teresa Xrefs: J a 0 o, r) ro r0 Ln c 0 0 0 c 0 0 a) i r) r) N • 0 Q u) 0 ti i.,T_