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INSTALL 2019
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2300 - Underground Storage Tank Program
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PR0543446
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INSTALL 2019
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Last modified
9/3/2019 10:52:47 AM
Creation date
1/16/2019 2:16:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2019
RECORD_ID
PR0543446
PE
2351
FACILITY_ID
FA0024656
FACILITY_NAME
7-ELEVEN #38153
STREET_NUMBER
121
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
121 S CENTER ST
QC Status
Approved
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KBlackwell
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EHD - Public
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4"/3" 3"/2" 4"/3" 3"/2" 4"/3„ GENERAL NOTES <br /> 02 Mg 0 OR 03 4"/3" 3"/2" 0112 <br /> SECONDARY CONTAINMENT 450 <br /> 4„/3„ 3„/2„ 02 OR 03 ELBOW Z <br /> 01 OR xxi <br /> OR 02 uj <br /> 02 OR 03 <br /> 20 OR 2Q OR 04 01 OR 02 1 AFTND <br /> CTRIC CONDUITS AALL NDERGRORE INSTIN <br /> AUND LL ND AND D <br /> O BS .—AS PER DURI EXCAVATION, BACKFI G,AND <br /> ALL <br /> R 02 MANUFACTURER'S CONCRE DURING; A C INUOUS c 0 �OtOO � SPECIFICATIONS HYALLDROSTATI STS L BE PERFORMED ON w }> z <br /> OR 24 09 OR OS 26 OR 23OAjc <br /> R 21 0 0 ° I2 OR 28 TIGHTNESS Lu <br /> Z ALL SUMPS SUMPS AND PROPBU NSTALLACKETS ToTIONCKETS TO ENSURE 1 ;R 13 e o We BE BE o01 OR 02 3"0 FIBERGLASS 2 SU ER TOESTING.ANED OF DEB ND DRIEDW0 0 SECONDARY PIPE OVER �/ n LI.10 OR 032"0 FIBERGLASS 10 //b7- a,50,0 3e�% C-" PRODUCT LINE 1 ! 00 0 <br /> 06 11 ## KEY NOTES " <br /> 12 iv CRITICAL! GRADE 12 iv CRITICAL! GRADE <br /> N <br /> TEST PORT TO BE:)1(6 <br /> 130 FOR RIGID FIBERGLASS PIPE 0 SOURCE NORTH AMERICA TO SUPPLY U-BOLTS <br /> INSTALLED BETWEEN �p FOR RIGID FIBERGLASS PIPE 10 AND FITTINGS-REF 5-135.0 TO SECURE PIPING TO CROSS BRACKETS <br /> 4 O'CLOCK AND 8 10 AND FITTINGS - REF 5-G5.0 FOR PIPING CROSS-OVERS SUPPLIED BY GILBARCO. PrOtO 08-21-17 <br /> O'CLOCK POSITION 66 FOR PIPING CROSS-OVERS 66 <br /> REF MANUFACTURER'S n REF MANUFACTURER'S <br /> PIPING CONNECTIONS. 16 II w 16 03 o w-w INSTALLATION INSTRUCTIONS CRITICAL-MUST HAVE 2" RAIN LIP ABOVE <br /> a 03 0 INSTALLATION INSTRUCTIONS "I Q INTEGRAL RAIN LIP FRAME. <br /> 52” SCHED 40 BLACK 06 N > 2” SCHED 40 BLACK 06 <br /> 1" = 1'-0" IRON PIPING AND <br /> IRON PIPING AND 1111 SHEAR SECTIONS OF SHEAR VALVES SHALL BE <br /> FITTINGS BY GC <br /> FITTINGS BY GC NOTE: <br /> MOUNTED FLUSH WITH TOP OF PAVEMENT. <br /> VACUUM KIT (NOT SHOWN) 2" FIBERGLASS TUBE WITH 0 <br /> 2" FIBERGLASS TUBE WITH <br /> NOTE: THE DEEP DISPENSER SUMP (FDS-4021-DW)SHOWN IS TO "V" NOTCH - POSITION REF SHEET 1312.2 "V" NOTCH - POSITION ® HOSE RETRACTOR REQUIRES FIELD ti U) <br /> PROVIDE CONTAINMENT FOR THE GILBARCO ENCORE DISPENSER. 2 J <br /> TUBE 1" FROM BOTTOM OF I I FOR VACUUM ZONES AND TUBE 1" FROM BOTTOM OF I MODIFICATION, REF MANUFACTURER'S <br /> SUMP WITH NOTCH IN INSTALLATION INSTRUCTIONS FOR SPECIFIC U) M Q <br /> SUMP WITH NOTCH IN DETAILS. <br /> VIEW FOR INSPECTOR VIEW FOR INSPECTOR USE. W Lo LLQ <br /> 03 U ~ w p <br /> 3 34 0 02 02 z z LU d <br /> 3, <br /> 7HL <br /> w/ PLASTIC TUBING BY FUE PdT, 03 0 03:1N <br /> A TIN ESTPORALLATION FOR FUTURE D DURING0 LU <br /> (� <br /> .v�T us�� END INTERMEDIATE w Q W � Q <br /> e e e e z <br /> W °Of z O z <br /> 113 I'`� 4 DI SPEN SER SUMP SECTION w � N� <br /> ill ,, D., Y fn z <br /> LIJ <br /> �o <br /> Q ~ CL <br /> SIDE VIEW N END VIEW O <br /> ��m O <br /> N <br /> M <br /> J08 <br /> J08 <br /> w ® RETRACTOR 9 n <br /> _ n <br /> 4 <br /> 3-1 <br /> Q1 <br /> $ {S-F <br /> HOS <br /> fS V. \iso.p.:n...).\y`T,..i..ris4fi::.tl.L).t`\,:i,.'y:) q.<..}.:\.;:.Y,.`T'.,,C.:.�,4:iXy�iSl...�)nK,.._.`.f�l` <br /> E CLAMP <br /> ,�.; < < tsf jsts„ <br /> DISPENSER SUMP ELEVATIONS <br /> 3 5 <br /> 1" = 1'-0„ <br /> L6 ' <br /> `6 01 <br /> c7 01 <br /> v <br /> 0 <br /> SIDE "2" <br /> z <br /> SUMP MONITORING T� w <br /> CONDUITS CHECK WITH CONSTRUCTION ^ L <br /> ' ' CHECK WITH CONSTRUCTION IBMv ^ e <br /> o ® ® MANAGER FOR OCTANE DECAL ® ® MANAGER FOR OCTANE DECAL w <br /> ' ARRANGEMENT AND PROPER ARRANGEMENT AND PROPER <br /> da J171W <br /> M 7 OCTANES TO BE USED(MIDGRADE OCTANES TO BE USED <br /> ALWAYS TO BE AT CENTER.) ` n <br /> K E <br /> � xi <br /> DATA ❑�® ui <br /> y —a <br /> z <br /> 0 0 0 0 z o. <br /> 1-135.0 DISPENSER POWER c o u' <br /> s <br /> IDE "1" <br /> ® W " <br /> OOO 49 <br /> 11 BALANCED HANGING+ <br /> 11 BALANCED HANGING <br /> 03 HARDWARE CONVERSION o 0 0 0 o_LLHARDWARE CONVERSION <br /> REGULAR M1 GRADE PREMIUM - 110 <br /> 0 0 o KIT: INCLUDES (2 EA) KIT: INCLUDES (2 EA) <br /> NOZZLES, , <br /> 06 NOZZLES, HOSES,BREAKAF Disse: "a " o,oAEMi"" BREAKAWAYS, Z Qis <br /> REFERENCE 1-G1.0 87 89 91 WHIPS WAYS,AND ZO 1L WHIPS a <br /> FOR DIRECTION 11 Off, x a Q r- z 00 V, _ <br /> PIPING ENTERS UDC02 ¢� U) O o = F �O LU J <br /> _ 03 -1 O O 4 = z 00 O Z Ill z <br /> I- <br /> V p 3-135.0 P U O0 LL LOWER PIPING CROSS u 0-_� Z) UNIONS AND PIPING TYP o O <br /> 0 BRACE PROVIDED Q MO <br /> UNIONS AND PIPING BY GC BY GC <br /> 3+ 1 DISPENSER WITH DISPENSER Q m -0 <br /> LOWER PIPING CROSS 0 1 <br /> o BRACE PROVIDED 3 c: U <br /> Li WITH DISPENSER 3 <br /> 0eO e0 e000 00 <br /> v SLOPE CONC SLOPE CONC SLOPE CONC SLOPE CONIC O V <br /> REF 1-136.1 REQ F 1-('6_1 REF 1-136.1 _ <br /> REF 1-G6.1 o o c <br /> SIDE „2„TYP ° a r ° / 0 MQ►(1i9�(�° p a a ° e . �� � a� ooaEti `m :,0 <br /> P C N^ 'r F— d� w <br /> SUMP MONITORING o ` a 8 a $ <br /> e O O w c N D N c N <br /> IGS 22 °2'65 =0tmm>:-o2E <br /> CONDUITS 0 / �Olt(S �� it) 13 12 <br /> w120 <br /> ' M 13 12 AtL UVG(S 2” ID FIBERGLASS TUBE TO BE 8" p a° o L mL m ' 3 s 2 v <br /> dm PIPE CLAMP BY GC BRACKETED TO STEEL SUPPORTS AT `o 2 0 o a>i vi t c T m <br /> 10 s" TRIM SUMP AS REQUIRED FOR SITE RIM OF SUMP FOR SUMP SENSOR TRIM SUMP AS REQUIRED FOR UP(D (D N �y 3 ooo-0 E <br /> 1-G5.0 CONDITIONS AND PIPE SLOPES. <br /> RELOCATE RAIN-LIP AND EQUIP SITE CONDITIONS AND PIPE SLOPES. a c y Q o^�;c 0 y w r a <br /> 0 6 RELOCATE RAIN-LIP AND EQUIP E y o -o a m `-' ='Z3 ai 1- <br /> N <br /> DISPENSER POWER RAILS TO MAINTAIN A 2" TY 0 I RAILS TO MAINTAIN A 2"PROJECTION O o T a;c L , ° O Y y <br /> Iu PROJECTION ABOVE THE RAIN-LIP I ABOVE THE RAIN-LIP 0 i5 0 ° o `Y `E <br /> co <br /> 2" ID FIBERGLASS TUBE 03 I 03 <br /> SIDE "1"TYP 16 TO BE BRACKETED TO STEEL VARIES PER FIELD CONDITION V Op O u VARIES PER FIELD CONDITION L <br /> SUPPORTS AT RIM OF SUMP . O O2" SCHEID 40 BLACK IRON <br /> 03 FOR SUMP SENSOR p PIPING AND FITTINGS BY GC c C3S1 � <br /> 66 10' 2" SCHED 40 BLACK IRON V CUT LOCATED AT BOTTOM OF 10" 5" 5" 10" v <br /> PIPING AND FITTINGS BY GC ¢ <br /> FIBERGLASS TUBE TO BE Iron <br /> VIEWED BY INSPECTOR REFERENCE 1-G1.0 0 V CUT LOCATED AT BOTTOM <br /> FOR DIRECTION 3-135.0 OF FIBERGLASS TUBE TO BE r <br /> PIPING ENTERS UDC 11 VIEWED BY INSPECTOR C <br /> 02 0 � TCNANtiQ�04�t <br /> OF Ctf <br /> V P U 03 <br /> 3+ 1 DISPENSER 11/26/18 <br /> 3+0 DISPENSER 3+0 DISPENSER <br /> SHEET: <br /> DISPENSER SUMP - PLAN VIEWS GI �BARCO ENCORE 7005 DISPENSER GJ . O <br /> 1" = 1'-0" FUELING - USACA <br />
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