My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_2022
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
3379
>
2300 - Underground Storage Tank Program
>
PR0547888
>
INSTALL_2022
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2023 1:59:27 PM
Creation date
8/11/2022 4:09:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2022
RECORD_ID
PR0547888
PE
2351
FACILITY_ID
FA0003287
FACILITY_NAME
7-ELEVEN INC. #41531
STREET_NUMBER
3379
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21418021
CURRENT_STATUS
01
SITE_LOCATION
3379 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\kblackwell
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
158
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
39'-4" TYP. <br /> 4"/3" 3"/2" 4"/3" 3"/2" 4"/3" SECONDARY CONTAINMENT 45° cn <br /> 02 OR 03 02 OR 03 02 ELBOW 35'-0" COLUMN SPACING GENERAL NOTES Z <br /> 4"/3" 3"/2" <br /> 01 OR 02 4"/3" 3"/2" 01 OR 02 02 OR 03 p <br /> S�—AS PER 0 5 6 O <br /> 02 OR 03 01 MANUFACTURER'S o ���Q Y <br /> 20 OR 23 0 OR 04 01 OR 02 SPECIFICATIONS 1 AFTER ALL UNDERGROUND PIPING AND U <br /> • 01 OR 02 I I 09 z ELECTRIC CONDUITS ARE INSTALLED AND w <br /> 19 OR 24 I 09 OR 08 26 OR 23 I o a - DURING EXCAVATION, BACKFILLING, AND z <br /> • 15 OR 21 0 ° 1U_k_ 3 <br /> I CONCRETE POURING; A CONTINUOUS o Q <br /> HYDROSTATIC TEST SHALL BE PERFORMED ON J <br /> 2 OR 28 ALL SUMPS AND SPILL BUCKETS TO ENSURE r >. <br /> • 14 OR 13 ° 3"0 FIBERGLASS <br /> TIGHTNESS AND PROPER INSTALLATION. U) U <br /> • ° SECONDARY PIPE OVER a) <br /> 01 OR 02 2"0 FIBERGLASS 10 0 w <br /> 2 SUMP TO BE CLEANED OF DEBRIS AND DRIED a <br /> • _ o f I o ° 02 OR 03 PRODUCT LINE D S P E SER S A D P A w <br /> AFTER TESTING. j <br /> 4 A 3/16" <br /> N <br /> 06 11 M N <br /> 12 ## KEY NOTES coCD <br /> o <br /> 12 iv CRITICAL! GRADE GO N CRITICAL! GRADE <br /> TEST PORT TO BE <br /> INSTALLED BETWEEN ° ° 66 FOR RIGID FIBERGLASS PIPE ami <br /> GO FOR RIGID FIBERGLASS PIPE <br /> 4 O'CLOCK AND 8 ° 10 AND FITTINGS- REF 5-G5.0 10 AND FITTINGS- REF 5-G5.0 1❑ SOURCE NORTH AMERICA TO SUPPLY U-BOLTS <br /> O'CLOCK POSITION 66 16 FOR PIPING CROSS-OVERS TO SECURE PIPING TO CROSS BRACKETS Proto 12-01-2020 <br /> c FOR PIPING CROSS-OVERS <br /> P P N G C 0�NN�ECT�10 REF MANUFACTURER'S 2" SCHED 40 BLACK 03 u� REF MANUFACTURER'S SUPPLIED BY GILBARCO. <br /> 5 - 16 03 0 INSTALLATION INSTRUCTIONS IRON PIPING AND o INSTALLATION INSTRUCTIONS <br /> II N Q FITTINGS BY GC II 06 iv Q ❑2 CRITICAL-MUST HAVE 2" RAIN LIP ABOVE <br /> 2" SCHED 40 BLACK 06 > > INTEGRAL RAIN LIP FRAME. <br /> IRON PIPING AND 11 11 <br /> FITTINGS BY GC 2" FIBERGLASS TUBE WITH- SHEAR SECTIONS OF SHEAR VALVES SHALL BE co <br /> 2" FIBERGLASS TUBE WITH "V" NOTCH - POSITION MOUNTED FLUSH WITH TOP OF PAVEMENT. <br /> "V" NOTCH - POSITION TUBE 1" FROM BOTTOM OF CD <br /> NOTE: THE DEEP DISPENSER SUMP (FDS-4021-DW)SHOWN IS TO TUBE 1" FROM BOTTOM OF SUMP WITH NOTCH IN ® HOSE RETRACTOR REQUIRES FIELD r- J <br /> PROVIDE CONTAINMENT FOR THE GILBARCO ENCORE DISPENSER. 2 SUMP WITH NOTCH IN VIEW FOR INSPECTOR MODIFICATION, REF MANUFACTURER'S Un <br /> VIEW FOR INSPECTOR INSTALLATION INSTRUCTIONS FOR SPECIFIC X r <br /> NOTE: USE. w M o Lu <br /> 05 VACUUM KIT (NOT SHOWN) 03 02 (� Lo > p <br /> 3'-33„ 02 5 PRE-FABRICATED, 12 GAUGE, PRIME COATED (D � 00 <br /> REF SHEET G12.2 ❑ <br /> 4 FITTING w/ PLASTIC TUBING BY FUEL CONT., 03 05 03 STEEL ISLAND FORM WITH CONCRETE FILL PER z Z � M � <br /> REMOVE AFTER TESTING. TURN TEST PORT FOR VACUUM ZONES AND DETAILS. MFR'S. SPECIFICATIONS. REFERENCE DETAIL > � U L <br /> ]k 3' HOLE IN FITTING TOWARD BOTTOM DURING <br /> INSTALLATION FOR FUTURE DRAINAGE 4A/G5.0, TYPICAL. z Q 0f Q <br /> ENDINTERMEDIATE © CONTINUOUS 1/2" FIBER EXPANSION JOINT \W Q Z = U 0 <br /> WITH 1/2" DEEP SEALANT(IF ADJACENT TO / O w z <br /> a a a a a <br /> CONCRETE PAVING ONLY). REFERENCE DETAIL w of > U Q <br /> rn� 2/G6.1, SIMILAR. J >- w Z <br /> �� W 6E J0 � Lli <br /> I <br /> m W � z <br /> D SPENSE11 SUMP SECTON C) �` � <br /> Q Un <br /> (V O 0 <br /> SIDE VIEW END VIEW _ J08 N <br /> J08 co <br /> 0 <br /> I <br /> "IFILEvEn® RETRACTOR 99 n ® n <br /> 4 "FAILEVEn <br /> II <br /> HOSE CLAMP 01 — - <br /> T-18" 2'-118„ <br /> 04 <br /> 5 04 <br /> 0 W <br /> DISPENSER SUMP ELEVATIONS- 48 48 <br /> 01 01 <br /> 0 03 W <br /> L6 <br /> (D <br /> 1 <br /> 4 02 02 <br /> 00 <br /> 7� CHECK WITH CONSTRUCTION �aEuer CHECK WITH CONSTRUCTION •' o �3 >o > <br /> SIDE "2" MANAGER FOR OCTANE DECAL MANAGER FOR OCTANE DECAL N °o o- w <br /> ® ® ARRANGEMENT AND PROPER ® ® ARRANGEMENT AND PROPER � Q o w <br /> SUMP MONITORING J230 J118 o v 2 N F w <br /> J230 J11 OCTANES TO BE USED(MIDGRADE OCTANES TO BE USED v � � o <br /> CONDUITS ALWAYS TO BE AT CENTER.) o o �o ou ° <br /> o L� .- <br /> 0 0 ) Q � 3 °¢O a <br /> A <br /> Q <br /> PF PF p M <br /> o� <br /> _ DATA <br /> Q1-G5.0 DISPENSER POWER 0000 e 05 49 ❑❑❑ � � e 05 a <br /> REGULAR MID-GRADE PREMIUM p <br /> SIDE "1 (D" 16 0 0 0 <br /> F � w <br /> z < ca 1. -L. al 03 87 89 91 Z Q DIESEL REGULA Mio.c of PREMIUM U <br /> a. O 0- <br /> N <br /> - Q Q F— Q <br /> Z <br /> (n O LLJ O O <br /> V� <br /> REFERENCE 1-G1.0 06 U IU <br /> FOR DIRECTION 11 _ z _ z O 0 N O (n <br /> PIPING ENTERS UDC OUNIONS AND PIPING TYP O J_ 00 W 0 <br /> 02 UNIONS AND PIPING BY GC u- LOWER PIPING CROSS BY GC ~ 0 co <br /> O <br /> O BRACE PROVIDED CN O <br /> _ 03 LOWER PIPING CROSS WITH DISPENSER p 1 LLI Z 0 <br /> V D 3-G5.0 P U BRACE PROVIDED co <br /> 0 1 (n (n <br /> WITH DISPENSER 00000 3 00 0 C:= <br /> 3 Q >, <br /> 3+ 1 DISPENSER ° ° ° ° ° ° ° ° ° ° ° ° ° ° <br /> � U <br /> 0 6 6 <br /> 5 5 0 U <br /> L6 <br /> SLOPE CONIC $ e SLOPE CONC SLOPE CCONIC - a ° a d ° SLOPE CONC U <br /> REF 1-G6.1 a a REF 1-G6.1 g REF 1-G6.1 o V <br /> d �° REF1-G6.1 °d <br /> Z W � Z <br /> ° ° a ° a RE12 � <br /> W = J d 0 O Z <br /> SIDE "2"TYP ° 13° a L13 a V 04 _ <br /> Za � W ,., W � z <br /> W C/l d <br /> d ¢ W Lj V) Z V 1 W <br /> d d Z O O W <br /> da d 8 m 8" <br /> SUMP MONITORING d 9" d <br /> � s <br /> 0 o PIPE CLAMP BY GC <br /> cv CONDUITS Lri 12 ID <br /> BE <br /> N M BRACKETED TO STEEL FIBERGLTUBE ASS <br /> AT N N o o V o <br /> a = z o a a <br /> 10 TRIM SUMP AS REQUIRED FOR Q Q Z � o N Qjai im la <br /> _ TRIM SUMP AS REQUIRED FOR SITE RIM OF SUMP FOR SUMP SENSORW a o a <br /> SITE CONDITIONS AND PIPE SLOPES. � V <br /> Lil 1-G5.0 CONDITIONS AND PIPE SLOPES. <br /> RELOCATE RAIN-LIP AND EQUIP Q = W <br /> o GO RELOCATE RAIN-LIP AND EQUIP L66 RAILS TO MAINTAIN A 2" PROJECTION � o <br /> RAILS TO MAINTAIN A 2"Ed I Ed <br /> DISPENSER POWER <br /> 2" ID FIBERGLASS TUBE 03 V PROJECTION ABOVE THE RAIN-LIP TY GO V D p U ABOVE THE RAIN-LIP o a Z o <br /> TO BE BRACKETED TO STEEL <br /> SUPPORTS AT RIM OF SUMP VARIES PER FIELD CONDITION 03 VARIES PER FIELD CONDITION <br /> SIDE "1"TYP FOR SUMP SENSOR 15" 5" 10" 10" 5" 5" 101, ? �; <br /> 0 16 2"SCHED 40 BLACK IRON 05 2" SCHED 40 BLACK IRONS i �✓ <br /> 66 V CUT LOCATED AT BOTTOM OF A' `'- � <br /> 03 �+ PIPING AND FITTINGS BY GC (; PIPING AND FITTINGS BY GC <br /> `r FIBERGLASS TUBE TO BE <br /> o V CUT LOCATED AT BOTTOM � � . <br /> OF FIBERGLASS TUBE TO BE _ KOO.04. �J <br /> N REFERENCE 1-G1.0 ®. 06 VIEWED BY INSPECTOR VIEWED BY INSPECTOR <br /> ^u4t <br /> o FOR DIRECTION 3-G5.0 ' <br /> N PIPING ENTERS UDC 11 05 3+0 DISPENSER 3+ 1 DISPENSER <br /> w OF CA <br /> 02 <br /> o V P U 03 <br /> C) <br /> 3+0 DISPENSER SHEET: <br /> Z LAN VIEWS GILBARCO ENCORE BOOS DISPENSER <br /> WzmD SPEN <br /> G5 . 0 <br /> FUELING - USA CA <br />
The URL can be used to link to this page
Your browser does not support the video tag.