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INSTALL_2021
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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1233
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2300 - Underground Storage Tank Program
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PR0547072
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INSTALL_2021
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Last modified
3/8/2023 4:46:46 PM
Creation date
8/5/2021 11:01:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2021
RECORD_ID
PR0547072
PE
2351
FACILITY_ID
FA0026688
FACILITY_NAME
7-ELEVEN STORE # 41342
STREET_NUMBER
1233
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95205
CURRENT_STATUS
03
SITE_LOCATION
1233 E DR MARTIN LUTHER KING JR BLVD
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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4"/3" 3"/2" 4"/3" 3"/2" 4"/3" <br /> zio <br /> 0R o3 020R o3 02 GENERAL NOTES <br /> 4"/3" 3"/2" SECONDARY CONTAINMENT 45° <br /> 4"/3" 3"/2" 02 OR 03 ELBOW NOTE: co <br /> OR02 01 OR 02 <br /> ZiO <br /> OR o3 PRESSURE SENSOR AND <br /> 01 REF SHEET 1312.1 & 1312.2 FOR z <br /> 01 OR 02 1 AFTER ALL UNDERGROUND PIPING AND W <br /> 20 OR 25 OR 02 05 OR 04 Qs�—AS PER ASSOCIATED EQUIPMENT ONLY ADDITIONAL VACUUM ZONES ELECTRIC CONDUITS ARE INSTALLED AND <br /> • O a I I o I I 09 MANUFACTURER'S REQUIRED AT DISPENSER #1 INFORMATION AND DETAILS. DURING EXCAVATION, BACKFILLING, AND <br /> • 19 OR 24 15 OR 21 a o 09 OR 08 ° I ° 26 OR 23 SPECIFICATIONS CONCRETE POURING; A CONTINUOUS c OU H <br /> • ? HYDROSTATIC TEST SHALL BE PERFORMED ON O z <br /> a o ° 2 OR 28 ALL SUMPS AND SPILL BUCKETS TO ENSURE W 2 <br /> 14 OR 13 Ofl/ <br /> TIGHTNESS AND PROPER INSTALLATION. <br /> ° 01 OR 02 3"0 FIBERGLASS 2 SUMP TO BE CLEANED OF DEBRIS AND DRIED OUSECONDARY PIPE OVER 1" BALL VALVE BY GCAFTER TESTING. >- <br /> ° 02 OR 032"0 FIBERGLASS 10 WRAP RUBBER SHIM FROMKT DISPENSER w°\ " PRODUCT LINE AROUND SENSOR BEFORE CABLE UNION AND 1" PIPE FITTINGS BY GC o 0 <br /> 06 11 INSERTING INTO CLAMP c� N <br /> ISD FLOW METER <br /> PRESSURE SENSING POINT I (SUPPLIED WITH DISPENSERS)o ## KEY N 0 TE S C) o N <br /> 1/4" OD COPPER TUBE I J-BOX AND CORD GRIPS BY GC o <br /> TEST PORT TO BE CABLE <br /> INSTALLED BETWEEN ° ° PITCH TO DRAIN 1/4" VERTICAL I ELEC SEAL OFF BY GC 1 SOURCE NORTH AMERICA TO SUPPLY U-BOLTS as <br /> 4 O'CLOCK AND 8 PER 12" HORIZONTAL � <br /> O'CLOCK POSITION <br /> a a TO SECURE PIPING TO CROSS BRACKETS <br /> - - SUPPLIED BY GILBARCO. Prot0 11-05-18 <br /> d O O <br /> P P I N G C ON N E CTO N S 12 A CONDUIT TO TLS CONSOLE CRITICAL-MUST HAVE 2" RAIN LIP ABOVE <br /> er, F1 FLOW METER AND PRESSURE SENSOR INTEGRAL RAIN LIP FRAME. <br /> G0 N CRITICAL! GRADE 3-WAY 1/4" BALL VALVE WIRING CAN SHARE THE SAME CONDUIT <br /> SHEAR SECTIONS OF SHEAR VALVES SHALL BE <br /> 66 10 TO CONSOLE (OBSERVE POLARITY) MOUNTED FLUSH WITH TOP OF PAVEMENT. co <br /> NOTE: THE DEEP DISPENSER SUMP (FDS-4021-DW)SHOWN IS TO p <br /> PROVIDE CONTAINMENT FOR THE GILBARCO ENCORE DISPENSER. 2 16 FRP VAPOR RETURN LINE ® HOSE RETRACTOR REQUIRES FIELD ti p (n <br /> FOR RIGID FIBERGLASS PIPE BEYOND MODIFICATION, REF MANUFACTURER'S J <br /> 2" SCHED 40 BLACK 03 o w AND FITTINGS - REF 5-G5.0 PIPING AND FITTINGS INSTALLATION INSTRUCTIONS FOR SPECIFIC Q Df <br /> Q <br /> IRON PIPING AND iv Q FOR PIPING CROSS-OVERS GO UDC USE. X N > � <br /> 3 FITTINGS BY GC 06 W W <br /> 3'-34" REF MANUFACTURER'S r , J W <br /> 11 LO <br /> INSTALLATION INSTRUCTIONS U M p0 0 <br /> 3 2" FIBERGLASS TUBE WITH 11 Z � m rn <br /> "V" NOTCH - POSITION z 03 c Q :5TUBE 1" FROM BOTTOM OF NOTE: O6 Z - Y U U) <br /> SUMP WITH NOTCH IN VACUUM KIT(NOT SHOWN) p J - <br /> a a a a o VIEW FOR INSPECTOR REF SHEET 1312.2 O3 02 W Q Z o o Q <br /> FOR VACUUM ZONES AND � O W <br /> °�,� 05 DETAILS. 2" BLACK IRON PIPE w >- � O0 Y Q <br /> 2 02 AND FITTINGSBY GC WInf J F-- <br /> O W <br /> FITTING w/ PLASTIC TUBING BY FUEL CONT., <br /> REMOVE PLASTIC TUBING AFTER TESTING AND I W w p U) <br /> 03 VAPOR E � OW METER DIAGRAM ,� m z <br /> = INSTALL VACUUM MONITORED PIPING �` <br /> Lu LLI <br /> CONNECTING TO THE UDC v 1" = 1'-0" C) W <br /> N REF 6-G5.0. N <br /> C/) <br /> SIDE VIEW END VIEW 0 <br /> I SER SUMP SECTION- 0 <br /> 4 1" = 1'-0" co <br /> J08 <br /> J08 <br /> 117FAILEVEn® RETRACTOR 99 <br /> 3'-1g' 2'-118" 4 F-1 n <br /> TELEVEne <br /> 12 HOSE CLAMP 01 — - <br /> 12 <br /> DI �ENSER SUMPELEVATI �ON S 12 12 W <br /> 50 W <br /> L6 12 12 <br /> cL6 <br /> 01 01 <br /> 03 <br /> SIDE "2" <br /> SUMP MONITORING z <br /> CONDUITS O zaEvar O W <br /> 7� CHECK WITH CONSTRUCTION � CHECK WITH CONSTRUCTION z <br /> MANAGER FOR OCTANE DECAL MANAGER FOR OCTANE DECAL z 0 <br /> LO Lu <br /> ® ® ARRANGEMENT AND PROPER J176 ® ® ARRANGEMENT AND PROPER CL <br /> w X <br /> J17 OCTANES TO BE USED(MIDGRADE OCTANES TO BE USED LU X N <br /> DATA J190 ALWAYS TO BE AT CENTER.) J190 z U)-E <br /> Z <br /> oJ q <br /> 1-G5.0 J204 0 o J204 0 o W a w o 3 <br /> DISPENSER POWER o�o o.a a 3 <br /> Lu og <br /> Lu Ln -111' 'L:::j v <br /> IDE "1" 16 ® 52 ® > _T <br /> _ zv <br /> Lu <br /> 03 ❑❑❑ o00� e ❑❑O <br /> w c <br /> N <br /> 12 49 E 12 U U o J <br /> x <br /> w <br /> El <br /> REGULAR MID-GRADE PREMIUM <br /> 0 <br /> a <br /> F- < <br /> REFERENCE 1-G1.0 06 � of <br /> z0- <br /> FOR DIRECTION 11 g7 gg g1 0- <br /> DIESEL REGULAR cano[PREMIUM _ <br /> z <br /> PIPING ENTERS UDC x a � x a Q <br /> 02 Q � z LOWER PIPING CROSS < � z M C) O O = <br /> u j LOWER PIPING CROSS w BRACE PROVIDED o = N W N p <br /> _ 03 BRACE PROVIDED � U O WITH DISPENSER - CD z CV <br /> V D 3- G5.0 P U WITH DISPENSER = ? __ N O M Z <br /> O UNIONS AND PIPING TYP p u- Q Z O <br /> CONTRACTOR TO USE 1/2-INCH ANCHOR UNIONS AND PIPING BY GC u- CONTRACTOR TO USE 1/2-INCH ANCHOR BY GC <br /> 3+ 1 DISPENSER STUDS W/HEAVY DUTY LARGE WASHERS <br /> 0 STUDS W/HEAVY DUTY LARGE WASHERS 0 <br /> ¢ m <br /> (SLOT DESIGNED FOR THAT SIZE). BOLTS OR (SLOT DESIGNED FOR THAT SIZE). BOLTS OR <br /> 0 1 -0 <br /> STUDS TO BE MINIMUM GRADE 5 STEEL. ALL 0 1 STUDS TO BE MINIMUM GRADE 5 STEEL. ALL m N <br /> L6 HARDWARE TO BE CORROSION PROTECTED HARDWARE TO BE CORROSION PROTECTED 3 N U <br /> CD OR RESISTANT. (TYP OF 4) 3 OR RESISTANT. (TYP OF 4) O U - <br /> °0000 00 0 0 (� N <br /> v a a a a a o o a a a a s o 0 <br /> SLOPE CONC SLOPE CONC SLOPE CONC SLOPE CONIC U) 0 0 U <br /> REF 1-G6.1 REF 1-136.1 - vi REF 1-G6.1 o _ <br /> Ni SIDE "2"TYP o a aa12 a a m`ao� o p�o Lco�n Cc: 3:U� <br /> �— <br /> 1. <br /> 14 4 <br /> s No so �o <br /> ° Q SUMP MONITORING a a EN- o c�nL <br /> CONDUITS °i 0 <br /> M 13 '2E <br /> z <br /> o •- � occ� <br /> _ PIPE CLAMP BY GC 2 ID FIBERGLASS TUBE TO BE g GO � �� �x�o 'ED <br /> U <br /> N 9" BRACKETED TO STEEL SUPPORTS AT o Q o o �; o . <br /> M 1-135.0 10 TRIM SUMP AS CONDITIONS AND PIPIRED FOR E SLOPESSITE o o o U o E <br /> RIM OF SUMP FOR SUMP SENSOR TRIM SUMP AS REQUIRED FOR 4 `n o v - am � <br /> 130 RELOCATE RAIN-LIP AND EQUIP L66 RELOCATESITE RATIN-SAND PIPE LIP AND EQUIP PES. o� U Q 2 U - U _ <br /> o RAILS TO MAINTAIN A 2" o c°5 m a Q c a a-5 vi <br /> DISPENSER POWER o m o N -�~ o <br /> TY GO RAILS TO MAINTAIN A 2 PROJECTION o o >,o-0 am L am � cn o 0 <br /> z ABOVE THE RAIN-LIP o•� .L E <br /> PROJECTION ABOVE THE RAIN-LIP c� o. - <br /> 2" ID FIBERGLASS TUBE 03 I I p o o- L <br /> - °SIDE '- <br /> "1"TYP 16 TO BE BRACKETED TO STEEL V I O p U VARIES PER FIELD CONDITION 03 V p O P u VARIES PER FIELD CONDITION <br /> SUPPORTS AT RIM OF SUMP CD <br /> 03 FOR SUMP SENSOR BEYOND 05 EYOND 2" SCHED 40 BLACK IRON QROFESS/ <br /> N 66 2"SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC ����y S T - <br /> ® 15" 5" 10" PIPING AND FITTINGS BY GC V CUT LOCATED AT BOTTOM OF 10" 5" 5" 10" <br /> REFERENCE 1-131.0 06 FIBERGLASS TUBE TO BE C-0 <br /> o FOR DIRECTION V CUT LOCATED AT BOTTOM ui m <br /> cl- - U - <br /> PIPING ENTERS UDC 3-135.0 11 OF FIBERGLASS TUBE TO BE VIEWED BY INSPECTOR * 35558 <br /> VIEWED BY INSPECTOR <br /> 02 05 ����FCHAN\C'P� <br /> z V P U 03 T�OF CA1.�F0QL <br /> 0 <br /> 3+0 DISPENSER 3+0 DISPENSER 3+ 1 DISPENSER 03/23/21 <br /> Ln SHEET: <br /> M <br /> m <br /> DISPENSER SUMP — PLAN VIEWS GILBARCO ENCORE BOOS DISPENSER- G5 . 0 <br /> z <br /> o z <br /> &21" = 1'-0„ 1„ = 1'-0„ <br /> a_ r z ¢ <br /> FUELING - USA CA <br />
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