My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL 2017 INSTALL PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TRINITY
>
10715
>
2300 - Underground Storage Tank Program
>
PR0541281
>
INSTALL 2017 INSTALL PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/20/2020 4:35:43 PM
Creation date
11/6/2018 10:58:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2017 INSTALL PLANS
RECORD_ID
PR0541281
PE
2361
FACILITY_ID
FA0023650
FACILITY_NAME
Trinity Parkway AMPM ARCO #83819
STREET_NUMBER
10715
STREET_NAME
TRINITY
STREET_TYPE
Pkwy
City
Stockton
Zip
95219
APN
6602002
CURRENT_STATUS
01
SITE_LOCATION
10715 Trinity Pkwy
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\T\TRINITY\10715\PR0541281\2017 INSTALL PLANS.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.
/
54
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
28.7 26 9 CLIENT: <br /> 3'-7��6„ DISPENSER v� 15.1 75.1 �M <br /> 3'-7 Y4" INSIDE SKIN -°_ ( - 31.8 23.8 ■ ■ <br /> 1-1/2"N.P.T. INLET (3) 1" N.P.T. VAPOR CABLE TO p <br /> 1'-5" RECOVERY OUTLET, JUNCTION BOX 15 VAPOR PRESSURE <br /> lie ie (OPTIONAL) SENSOR <br /> 2-WAY <br /> op O o CALIBRATION 14 VAPOR FLOW <br /> = VALVE SENSOR FUEL WHIP HOSE & I I " <br /> BREAK AWAY FOR rn ' <br /> C0 1 NIPPRE g2 VAPOR SHEAR DISPENSER SIDE "B" — o <br /> _? - —�— - F� VALVE 84 FUEL WHIP HOSE <br /> - STABILIZER .' — .— ( <br /> ASSEMBLY - <br /> �* <br /> 1/4" OD REDUCE THREADS �I o 65 FUEL HOSE BREAKAWAY <br /> al O COPPER TUBING. FROM 1-1/2" TO NOS: I� w <br /> AVOID ANY 1/4" W/ DOUBLE CAT 5 CABLE SHALL BE INSTALLED (o p <br /> PRODUCT #1 (REGULAR) TRAPS! (BY TAP BUSHING(S) FOR BOTH ENHANCED OR STANDARD a Li <br /> z ° <br /> 10 " s/B" x 2" SLOTS FOR ANCHOR CONTRACTOR VAPOR RETURN wo <br /> y2 1 -1 BOLTS, 6 SPACES ) ELECTRONICS z <br /> PRODUCT #2 (PREMIUM) - BACK TO TANKS I I I w <br /> JUNCTION BOX CONTAINMENT — -- -- z w <br /> SIDE "A" SUMP I 1CANOPY2" STEELCOLUMN IWI I p <br /> A—A DISPENSER MOUNTING DIAGRAM NOTE: 4" PVC CANOPY I II <br /> z I <br /> DRAIN EACH COLUMN ARCO <br /> SCALE: 1"=1'-0" 1. ONLY (1) VAPOR PRESSURE SENSING DEVICE REQUIRED PER SITE. 0 52 WAYNE "OVATION" 3+0 BP WEST COAST PRODUCTS,LLC <br /> SENSOR SHALL BE MOUNTED AT ONLY (1) DISPENSER LOCATED ( I I BLENDER <br /> CLOSEST TO TANKS. <br /> I ( (1) 1CONDCOLUMN <br /> 6" 2. CONTRACTOR SHALL PITCH ALL 1/4" TUBING AS REQUIRED TO AVOID G H q <br /> 6 ANY LIQUID TRAPS 5AEETY - - M �� <br /> DISPENSER SUMP FRAME <br /> D WHEN DISPENSERS N ARE ( Fil 61 NOZZLE (TYP.) Q• <br /> (ADJUSTABLE HEIGHT) <br /> / � °p AS SHOWN ON THIS DRAWING, THE I I <br /> 10 REQUIREMENTS OF NFPA 30A 6.3.9 <br /> 0 / \ AND 6.3.9.1 REGARDING SHEAR I 63 FUEL HOSE <br /> VST PHASE II W/ VEEDER—ROOT ISD SECTIONS ARE FULLY MET. n <br /> C C SCALE: NTS BALANCE PHASE II SYSTEM / t I I ❑ o p <br /> �1 Z 0 ®uoj <br /> ys ` <br /> 9 <br /> a G ENGEN <br /> C <br /> L 18215 72ND AVENUE SOUTH <br /> q- oQ SEE BOLLARD L ON KENT, WA 98032 <br /> 6„ p I II ( I a SHEET AIG.0.5 (425)251-6222 <br /> g^ I (425)251-8782 FAX <br /> I I N ( 91 0 <br /> 91, RUN CONDUITS THROUGH NOTE: CONDUITS SHALL I 415 M CIVIL ENGINEERING, LAND PLANNING, <br /> SURVEYING, ENVIRONMENTAL SERVICES <br /> HOLES IN DISPENSER SUMP PENETRATE SUMP FRAME AT EXPANSION JOINT <br /> (TYP.) EITHER "A" OR "B" SIDE OF 4,000 PSI I N0. DATE REVISION DESCRIPTION <br /> FRAME TYP. THE DISPENSER. DO NOT (TYP.) SEE FIBERMESH <br /> CUT CUT SIDE PANELS OF — -___ CONCRETE DETAILS CONCRETE MIX I —'-- - ' -�- -------- - , s-s-s PERMIT SUBMITTAL <br /> B—B DISPENSER CONTAINMENT SUMP PLAN VIEW DISPENSER CONCRETE SLAB SHEET M.5.3.27 I i I 2 ,2-,4-,B PERMIT RESUBMITTAL <br /> AI <br /> SCALE: 1" = V-0" FOR DETAIL °a <br /> 3 1-31-,7 PERMIT RESUBMITTAL <br /> F-7 <br /> 2-IN-1 SENSOR 1 d <br /> BOX ° � � ° ° 8-16-17 CONSTRUCTION RELEASE <br /> SUMP SENSOR 189 PRODUCT SHEAR ° ° ° <br /> ° 5Q 11-14-17 REV. FOR CONSTRUCTION <br /> J-BOX V TYP., <br /> DISPENSER <br /> DISPENSER SKIN J-BOX RESERVOIR TO TEST a <br /> _ Q <br /> CONTINUITY EXPANSION ° B <br /> ELBY CAPPED <br /> - 0 OPTIONAL STORM DRAIN JOINT <br /> ELBOW TYP. PIP S ROUTING, SEE CIVIL SITE (TYP.) D <br /> N <br /> PLAN <br /> u/ I DETAILS SHEET ° ° <br /> (TYP.) <br /> BY WAYNE SEE CONCRETE ° <br /> SEAL OFF (TYP.) 191 ELECTRICAL w 4 <br /> w CONDUITS CONTINUATION I M.5.3.27 FOR ¢ Q <br /> z <br /> 2" OR 3" UNISTRUT PIPE 82 VAPOR SHEAR VALVE z /\\/\\/\\/\\/\� \\/\\/\\/\\/ \/ DETAIL SEAL: <br /> CLAIMP AS REQUIRED <br /> z � o <br /> 1" INTERCOM 187 ° a Ld RgfESSlp <br /> CONDUIT a m O ¢ O Q N <br /> m <br /> rn < 3' 8" I HAL P. GRUBB ?� <br /> 1" POWER/DATA ° ° -+ 7 4 m <br /> CONDUIT 187 -- n * ° . m DISPENSER CONTAINMENT <br /> 1" MONITORING 187 12 BRINE RESERVOIR & J ^ I I *MINIMUM RECOMMENDED 85 SUMP <br /> CONDUIT HYDROSTATIC SENSOR ¢ _ ' ° —°+ I DIMENSION. SEE NOTE BELO T <br /> �I �p —I I �° = _ COMPACTED OR NATIVE SOIL ClV 1 <br /> ATTACHED TO SUMP -� — <br /> 2" INSIDE 3" FRP ' ` e v ° <I (TYPICAL) F OF \FG <br /> PRODUCT LINE 142 148 172 1-1/2"x18" FLEX CAL <br /> cn <br /> CONNECTOR _ <br /> 3" D.W. FRP BONDED ENTRY 3 139 — — _ IF REQUIRED BY LOCAL <br /> FITTING W/ 4"x3" CONCENTRIC 142 148 2 INSIDE 3" FRP a a a , - a C a -- — ° = CODES, EXTEND CONCRETE z <br /> REDUCER W/ TEST PORT & VAPOR UNE II ° a ( I e a UNDER BOLLARD BELOW THE i <br /> 1/4" PLUG (TYP.) 85 DOUBLE WALL UNDER �"' a ° tJ LJ �• q FROST LINE. Z <br /> a . . <br /> SUMP SENSOR IN HOLDER 20 DISPENSER (SEE STRUCTURAL) (SEE STRUCTURAL) <br /> CONTAINMENT SUMP PROJECTION OF ADA REQUIRED <br /> C—C: FRONT VIEW SECTION DETAIL @ DISPENSER SUMP DISPENSER ON ISLAND INSTALLATION DETAILS SIDE ELEVATION I NOTE: CANOPY FOOTINGS CAN BE VERY FRONT ELEVATION o <br /> SCALE: 1"=1'-0" SCALE: 1" = 1'-0" • LARGE AND CAN VARY IN SIZES. SEE rn <br /> STRUCTURAL DRAWINGS. a <br /> DEVELOPMENT INFORMATION: o <br /> NOTE: IF THERE IS NO ROOM TO INSTALL THE r� —ADA PLATFORM (NTS SEE BELOW) ARCO I1IT) <br /> VAPOR FLOW METER ABOVE THE SHEAR VALVE, *MINIMUM RECOMMENDED _ <br /> IT IS ACCEPTABLE TO INSTALL FLOW METER "B" SIDE OF DISPENSER DIMENSION. SEE NOTE BELOW i- 3'-8" " \ MODIFIED <br /> a <br /> BELOW SHEAR VALVE PER LATEST EDITION OF —•- / \ M <br /> E.O. 04 ON ON HEAUY SOLUTION & E.O. 2'-6" 2'-6" 1 3000 am/pm <br /> VR-204 ON VST SOLUTION. SEE MOST RECENT 15 VAPOR PRESSURE SENSOR <br /> VEEDER ROOT INSTALLATION INSTRUCTIONS FOR (ONLY 1 PER SITE) 2-IN-1 SENSOR BOX 1 / W/ 26'x65' CAR WASH <br /> ISD FLOW METERS I DISPENSER LINE OF CANOPY <br /> WAYNE OVATION DISPENSER FRAME 14 VAPOR FLOW SENSOR SUMP SENSOR J-BOX 189 I COLUMN 1 SIDE "B" FUEL CANOPY w/ 8 MPD's <br /> SITE ADDRESS: <br /> 2" OR 3" UNISTRUT PIPE <br /> CLAIMP AS REQUIRED 81 PRODUCT SHEAR VALVE ELBY CAPPED ELBOW (TYP.) I <br /> 1 BRINE RESERVOIR & / TRINITY PARKWAY <br /> 1-1/2"x18" FLEX CONNECTOR 172 SEAL-OFF (TYP.) i I HYDROSTATIC SENSOR <br /> I ATTACHED TO SUMP w EXACT LOCATION <br /> 3" D.W. FRP BONDED ENTRY 82 VAPOR SHEAR VALVE I I SOTTCREE D <br /> RUN CONDUITS THROUGH O i c @SCOITCREEKDRIVE o <br /> o v1 SUBJECT TO AUTHORITY <br /> 3 3 OFFSET IN DISPENSER I I I OPTIONAL STORM DRAIN z I w HAVING JURISDICTION. <br /> FITTING W/ 4"x3" CONCENTRIC ° I I ROUTING, SEE CIVIL SITE z o SEE BOLLARD DETAIL a <br /> REDUCER W/ TEST PORT & SUMP FRAME (TYP.) JI DISPENSER JUNCTION <br /> 1/ " PLUG TYP.) ° a ° ' _-BOX (TYP.) PLAN FOR ACTUAL ROUTING I 1-0 w w °I I ON SHEET G.0.5 <br /> AND CONTINUATION w L.- I- z M FACILITY # TBD <br /> N <br /> p / U DESIGNED BY: ALLIANCE Z&DM: <br /> LINE OF FOUNDATION aa1En er BP REPM: <br /> 6" WIDE D TECTABLE �� RESERVOIR TO TEST BELOW. (SEE� �� <br /> N <br /> UNDERGROUND MARKING I DRAWN BY: ALLIANCE PM: <br /> BALL VALVES TO TEST FOR _I y CONTINUITY STRUCTURAL) \ ( I Ve vERslaN: PRodEcr Na g <br /> TAPE BURIED 6"-12" BELOW 1" DISPENSER - <br /> FINISHED GRADE: EMPIRE _ _ CONTINUITY <br /> MAGNATEC #31-143 INTERCOM 187 i I \ I� SIDE "A" _ 16700 0 <br /> 2" INSIDE 3" FRP 142 148 ®-• REDUCER BUSHINGS AT 1 CONDUIT I I \ 111 DRAWING TITLE:- <br /> RECOVERY <br /> ITE: <br /> RECOVERY LINE DISPENSER ONLY, 2" FRP I N <br /> • I ELBOW AT ALL OTHERS 1" DISPENSER / ` / DISPENSER DETAILS: Y <br /> WAYNE OVATION 3+0 BLEND <br /> 2" INSIDE 3" FRP - 187 \ 3'-7y2 0 <br /> 142 148 ° ° • ° - POWER & DATA <br /> PR D gCT°�LINE I \ ) i <br /> g p - CONDUIT DISPENSER ISLAND DISPENSER INSTALLATION DETAIL <br /> �V (TYP.) 90 (D.W.VAPOR) <br /> 1" MONITORING 187 0 SUMP MONITOR NOT THESE DIMENSIONS REPRESENT MINIMUM RECOMMENDED s <br /> �-III=) I COMPACTED OR NATIVE CONDUIT LIQUID SENSOR OFFSET DIMENSIONS TO PROVIDE DESIRED CLEARANCE OF THE <br /> PEA GRAVEL SOIL (TYPICAL) DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A / SHEET N0: <br /> 2" FRP ELBOW WITH 164 44 MAXIMUM 12"X12" NON-CLADDED COLUMN DESIGN. WHERE ADA REQUIRES 48"x30" MIN. AREA IN FRONT OF <br /> SUMP SENSOR IN 202 2" FRP X 1SHING 85 DOUBLE WALL UNDER DISPENSER ARCHITECTURAL COLUMN WRAPPING IS REQUIRED THE 1'-4 1/4" BOTH SIDES OF MPD, SLOPE NOT TO EXCEED 2%.� O <br /> HOLDER FNPT BUSHING CONTAINMENT SUMP MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE. THERE SHALL BEA 10" MAX. DISTANCE FROM THE/ a <br /> D—D — SIDE VIEW SECTION @ DISPENSER SUMP EDGE OF PLATFORM TO DISPENSER FACE FOR SID M ,53,22 <br /> 0 <br /> SCALE: 1"=1'-0" DISPENSER CONTAINMENT SUMP CONDUIT ROUTING DETAIL DISPENSER ON ISLAND PLAN VIEW REACH XX NATE: INDICATES ITEMS FOUND ON <br /> SCALE: NONE SCALE: 1"=1'-0" /z/_z ///1//////z/� OMATERIALS LIST SHEET M.5.3.01 & M.5.3.02 i <br /> a <br /> L7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.