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COMPLIANCE INFO_2001-2004
Environmental Health - Public
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EHD Program Facility Records by Street Name
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A
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AD ART
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3330
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2300 - Underground Storage Tank Program
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PR0231901
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COMPLIANCE INFO_2001-2004
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Last modified
6/30/2020 10:41:23 AM
Creation date
6/23/2020 6:53:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2001-2004
RECORD_ID
PR0231901
PE
2361
FACILITY_ID
FA0003825
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #265*
STREET_NUMBER
3330
Direction
N
STREET_NAME
AD ART
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
3330 N AD ART RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231901_3330 N AD ART_2001-2004.tif
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EHD - Public
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COLD KEY JOINT AT SLAB MIDPOINT <br /> o -1 <br /> HIM <br /> f;w fn tyfluf" i CONCRETE -- ltJ <br /> �D 1 COVER SLAB > �_ , 1 ------------- 1 <br /> I <br /> 5: �. r PUMP O ; 1� <br /> MANHOLE FUEL FILL <br /> 18115 (p � SEE — 2'MIN• UNDERGROUND MANHOLE ' <br /> m N (D m DETAIL"B" ALL SIDES ; TANK <br /> 1 ' 1 - 1 --J----------------J--- '1 <br /> -'-----------------= ------- ----=--- ------ <br /> -- ---- ------------------- <br /> 1: <br /> LITS 4 hold down cables. <br /> =L-i:-1'AI N i i i ' WWLI <br /> '-11�11�W=1 -W- <br /> _Ill-lll-Ph <br /> iu <br /> -1-1- -------------------------- <br /> ------------------------------------- ' ------------------------ <br /> C') <br /> ---- ----------J - <br /> r_________________________ __ 11-------------------------------------- 11'rr - <br /> 1 1 <br /> r Z m NATIVE SOIL <br /> 0 �C/) CONCRETE ANCHOR SLAB WITH 2 LAYERS--, <br /> Z 0 <br /> OF#5 REBAR AT 12"O.C. EACH WAY. <br /> —I Z] 1 - \ <br /> D D D EXCAVATIO <br /> LINEy`1 -- ---------------------- ---------------------------------------------- - ------ ------------- -' <br /> 2 - �Y O`� l� �� <br /> DO <br /> z <br /> 12" <br /> (E)ANCHOR SLAB -- — — "� <br /> O <br /> r �� <br /> l A ) COVER & ANCHOR SLAB - CROSS SECTION <br /> N.T.S. 2 LAYERS OF#5 REBAR AT 12" <br /> O.C. BOTH WAYS <br /> Cn <br /> —SAWCUT AND MATCH (E)ACP -- M LE <br /> REMOVE(E)AC (T� <br /> cn 006 RAISE TOP OF SLAB <br /> o0 nG 11/2"AROUND 12" <br /> S O m 24„ <br /> :3 rn MANHOLES (TYP.) —� <br /> � <br /> o C7 cn� I ) <br /> I'All <br /> , 8,.MIN. SLAB, <br /> 00 !1_-I'g, `�� EXCEPT WHERE <br /> THICKENED 2-1/2" <br /> C (N)6"AB 12„ _� 10-1/2"x12"FOOTING �-- 12" 4"MIN.—}--{ <br /> ON 4 EDGES OF <br /> COVER SLAB <br /> C TYPICAL AC REPAIR AROUND CONC. PAD R TYPICAL COVER PAD THICKNESS <br /> N.T.S. <br /> N.T.S. <br />
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