My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL TANK TOP UPGRADE PLAN 1997
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
1700
>
2300 - Underground Storage Tank Program
>
PR0231454
>
INSTALL TANK TOP UPGRADE PLAN 1997
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/6/2020 4:41:25 PM
Creation date
11/7/2018 12:06:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
TANK TOP UPGRADE PLAN 1997
RECORD_ID
PR0231454
PE
2361
FACILITY_ID
FA0003796
FACILITY_NAME
Manteca Valero
STREET_NUMBER
1700
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22802002
CURRENT_STATUS
01
SITE_LOCATION
1700 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\Y\YOSEMITE\1700\PR0231454\TANK TOP UPGRADE PLAN 1997.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
A g C D E F <br /> 3/4"4 SMOOTH STEEL EXPANSION JOINT WITH 1 <br /> 1 REINFORCED CONCRETE DRIVE DOWEL 14" LONG - 12" PETROLEUM RESISTANT <br /> SLAB W/ �4 BARS O.C. - I" BEFORE REMOAll, <br /> MATERIAL <br /> AT 18" O.C. EACH WAY ONE END <br /> TOOLED JOINT OR SAWOUT REINFORCING CONCRETE <br /> NEW SLAB EXIST. SLAB AND FILL WITH SEALANT WITHIN <br /> I/4" DEEP PETROLEUM 48 HRS. OF CONCRETE PLACEMENT SLAB (TYP) <br /> 9'. S. <br /> RESI9TANT SEALANT, euwr 6x6-10/IOiU).F lT7P) <br /> MIN. MIN, U-"EAI_ 43204 OR EQUAL <br /> REINFORCED CONCRETE <br /> TOOLED 70 I/4" RADIUS IF SLAB (7YP) <br /> PLASTIC INSERT 19 NOT USED <br /> BACKER ROD PER in • q-. <br /> t MANUFACTURER'S SPECS. 6x6-IO/IOWUJF (TYP) _ <br /> i/4" <br /> � 04 STEEL DOWELS s 18" . <br /> O.C. CORE DRILL INTO <br /> (E) SLAB AND SECURE < - T .. <br /> — <br /> DOWEL WITH EPDXY <br /> THICKENED SLAB <br /> WHERE OCCURS <br /> COMPACTED SUB-BASE _ <br /> TYPIGAL DOWELED EXP,4N51ON JOINT - A TYP. CONTROL_ JOINT DETAIL - 5 TYP. EXPANSION JOINT DETAIL - D <br /> SCALE I" . 1'-0" SCALE I" • 1'-0" <br /> SCALE 3/4" - 1'-0" <br /> 28" SQUARE, MOUNTING BRACKET WELDED STEEL CAP— <br /> TUBE POLE W/ BASE PLATE Please C D 24" <br /> AND ANCHOR <br /> NIGH STEEL BOLTS 2" X 3" X 2' METAL 6" CO. CIE T PIPE FILL <br /> PUII TO UANGI-POLE GH WELDED W/ CONCRETE <br /> Forward NEW 20 GA. SHEET METAL <br /> E INSERT SIGN SLEEVRT W/ NEW SIGN PER BELOW <br /> 2'-2" RETURNS s SIDES AND ^D <br /> METAL HALIDE LIGHT BOTTOM- <br /> FIXTURE, 01 CONCRETE BLAB <br /> 400 <br /> i -NUT AND BOLT TO <br /> SECURE SIGN <br /> _ 6" So. PIPE BUMPER <br /> FILL WITH CONCRETE _ <br /> 3/I6^ I \ CONCRETE FOOTING —I <br /> I" 3 - EQUAL SPACED _ <br /> iii TTi=f <br /> 1/4"x1/2" RJD, HEAD BOLTS 13/I6" DIA, BOLINUTS AND WASHERS. I�i17 ,-��1 <br /> HOLE" (IAPB OF 4) <br /> CTAP s BOTH SIDES) <br /> m111 - I Ir <br /> L ll <br /> 0 o <br /> DIA. (TYP) <br /> O 10 3/4" 90 X .3/4" 8" CD <br /> So. X IIGA; TUBE TOP FRONT <br /> BASE PLATE <br /> TYP, GUARD P05T DETAIL - F <br /> SCALE N.T.S. <br /> 3 HANDHOLE — = 4'-0" - 3' 7'-O" �{ <br /> W/COVER — 8" ABO TO (TYP) U.ON. I OPENING IN ISLAND FOR CONDUIT, <br /> B" ABOVE TOP OF BASE -r ii" 10" - 3'-6" 10" il" 12" VAPOR AND PRODUCT PIPING RISERS <br /> 3" R (T7P) DISPENSER PAN <br /> — GROUT AROUND LIGHT - <br /> 13" STEEL CURB FORM <br /> POLE BASE PLATE J DISPENSER PAN <br /> I 1/2' EXPANSION JOINT WITH <br /> FINISHED GRADE �— '4 REBAR PETROLEUM RESISTANT SEALER <br /> 0 <br /> O TOP OF DRIVE SLAB <br /> ELECTRICAL +4 BAR CONTINUOUS <br /> CONDUIT <br /> -- __-- - 4 - 3/4"DIA x 30" GALV <br /> CONC. BASE ANCHOR BOLTS FURNISHED - <br /> 24 <br /> W/ POLE 0 - - E y <br /> b 01 <br /> 7 6 'B VERT REBA" <br /> SPACED EQUALLY L— <br /> AROUND PERIMETER <br /> 04 TIES s 8" O.C:BOTTOM - '� Io i •:. o� - . � <br /> 2 FEET -s 4" O.C. s TOP 3" R (TYP) L— • " – _ <br /> 24" 2 FEET. . �.". <br /> DIA <br /> 3" MIN. DISPENSER BUMPER GUARD -` <br /> CLR --'� CORE HOLE SEE DETAIL "F" <br /> 1 6 #8 VERT REBARS EXISTING CANOPY 6" 4" b" 16" 6" 4" 6" <br /> 1 1 Ib" ID. '4 TIE RING COLUMPI <br /> 4'-0'- <br /> AREA <br /> _0^AREA LIGHT POLE - G TIE. 15LAND DETAIL - H TYP, SECTION Or- CONCRETE 15LAND - J <br /> SCALE 1/2" ^ 1'-0" SCALE 1/2" • 1'-0" SCALE V , 1'-0" <br /> 4 REV DATE REVISED MUM IW �' "0 P'D APPROVAL RECORD APPROVALS SITE �C YARD DETAILS 4 <br /> o UNION OIL OF CALIFORNIA, dba UNOCAL, 1994 ""� E APPR & �" <br /> gy THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS ISSUED FOR C.U.P. cNttxm S"S,# 5417 <br /> PROPRIETARY TO UNION OIL OF CALIFORNIA (UNOCAL) AND HAS (rxaavivouaeowmm) 1 700 E . YOSEMITE AVENUE a <br /> BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE ISSUED FOR PIAN CHECK <br /> g TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN UNOCAL __ ___ __ MANTECA CALIFORNIA <br /> AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE SSUED FOR GEN. DID <br /> OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT -- DATES un uweml w oRirmc "� <br /> o _ _. ISSUED FOR CONSTRUCT. uN®NAC® A - 1 . 2 =��E, <br /> o AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY UNOCAL <br /> AS NOTED or sl{EErs <br /> IN WRITING. RECORD DRAWING t�"smucm+ ocemq <br /> AB <br /> C D E - F_ _ __ <br />
The URL can be used to link to this page
Your browser does not support the video tag.