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INSTALL_2024
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR2500817
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INSTALL_2024
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Entry Properties
Last modified
1/25/2026 12:59:00 PM
Creation date
7/18/2024 2:58:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2024
RECORD_ID
PR2500817
PE
2351 - UST FACILITY - 2481 COMPLIANT
FACILITY_ID
FA0004996
FACILITY_NAME
AIRPORT PETROLEUM, LLC
STREET_NUMBER
4607
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
Stockton
Zip
95206
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
4607 S AIRPORT WAY Stockton 95206
Tags
EHD - Public
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NOTE:CANOPY FOOTINGS CAN BE 1'-3" 1-4- NOTE: `J <br /> •VERY LARGE AND CAN VARY IN SIZES. 1. ONLY VAPOR PRESSURE r <br /> SEE STRUCTURAL DRAWINGS. SENSINN G DEVICE REQUIRED PER DIESEL WHIP HOSE 68 <br /> SITE.SENSOR SHALL BE <br /> MOUNTED AT ONLY(1) FUEL WHIP HOSE&BREAK <br /> N DISPENSER LOCATED CLOSEST AWAY FOR DISPENSER SIDE"B" <br /> TO TANKS. <br /> ? DIESEL HOSE BREAKAWAY 69 w <br /> 2. CONTRACTOR SHALL PITCH ALL z <br /> 1/4"TUBING AS REQUIRED TO a 63 GASOLINE WHIP HOSE <br /> AVOID ANY LIQUID TRAPS NOTE: N <br /> CAT 5 CABLE SHALL BE <br /> INSTALLED FOR BOTH ENHANCED O I <br /> OR STANDARD ELECTRONICSkil z 64 GASOLINE HOSE BREAKAWAY <br /> o <br /> w <br /> z z <br /> 12"X 12"STEEL CANOPY COLUMN w v " <br /> I� <br /> WAYNE"OVATION" <br /> 4"PVC CANOPY DRAIN EACH COLUMN 51 3 BLENDER <br /> OR ARCO <br /> IIII WAYNE 52 ITION" <br /> (1)1"CONDUIT TO EACH COLUMN 3.1 BLENDER BP WEST COAST PRODUCTS,LLC I I I <br /> DIESEL HOSE 67 62 GASOLINE HOSE <br /> SAFETY NOTE: <br /> \ WHEN DISPENSERS ARE INSTALLED AS SHOWNFW ON THIS DRAWING,THE REQUIREMENTS OF 60 GASOLINE NOZZLE <br /> / \ NFPA 30A 6.3.9 AND 6.3.9.1 REGARDING SHEAR ❑ ❑ o <br /> SECTIONS ARE FULLY MET. F ® 61 GASOLINE SWIVEL <br /> / \ DIESEL NOZZLE 65 i/ <br /> w o 1 IIII <br /> U <br /> Q <br /> DIESEL SWIVEL 66 <br /> aDATE REVISION DESCRIPTION <br /> o , < II—L sSDE <br /> DISPENSER ISLAND SEE SHEET FS-1 O <br /> FOR CONSTRUCTION DETAIL ¢ zQ znzoza IssuE PoaPEama <br /> ¢ Q <br /> w gi Q <br /> 90 III o <br /> a Q <br /> 6"THICK,4000 PSI.FIBER <br /> REINFORCED CONCRETE DRIVE SLAB <br /> EXPANSION JOINT(TYP.) SEE SHEET FS-1 FOR SPECS. Q <br /> SEE CONCRETE DETAILS <br /> SHEET FS-1 FOR DETAIL ZLH <br /> CONCRETE SLAB d ° ,o <br /> d d° <br /> EXPANSION JOINT(TYP.) <br /> DISPENSER ISLAND 5= SEE CONCRETE DETAILS <br /> SEE SHEET FS-1 FOR STORM DRAIN ROUTING, SHEET FS-1 FOR DETAIL <br /> CONSTRUCTION DETAIL SEE CIVIL SITE PLAN FOR e° <br /> IF STEEL FORM REQUIRED M ACTUAL ROUTING AND <br /> 90 USE ITEM FOR PRE-FAB FORM CONTINUATION <br /> PROJECTION OF <br /> ADA REQUIRED <br /> I <br /> ZET <br /> DISPENSER INSTALLATION - SIDE ELEVATION DOUBLE WALL UNDER DISPENSER <br /> I1$ Po° °° °E°p° VI <br /> E°°E <br /> M SCALE:1"=1'-0" • I I • •° •g I " °. *MINIMUM 65 CONTAINMENT SUMP FILLED WITH <br /> RECOMMENDED PROPYLENE GLYCOL INTERSTITIAL a aBEEauoRalloeam�N xs <br /> •�I� —.— - �I=, DIMENSION.SEE FLUID,SUPPLIED BY BRAVO ONLY <br /> ONOTE:INDICATES ITEMS NOTE BELOW COMPACTED OR <br /> FOUND ON MATERIALS LIST NATIVE SOIL(TYPICAL) <br /> SHEET FM-1&FM-2 N • *°" <br /> ADA PLATFORM(NTS SEE BELOW) w • C — — — — �'° VELOPmENrwroRNATION <br /> w • NOTE: E <br /> a II II <br /> PROJECTION OF ADA REQUIRED ° .LJ • • LJ°° IF REQUIRED BY LOCAL CODES, DUNDERGROLIND STORAGE <br /> *MINIMUM RECOMMENDED EXTEND CONCRETE UNDER <br /> DIMENSION.SEE NOTE BELOW 3'-71/2" DISPENSER ISLAND BOLLARD BELOW THE FROST LINE. TANK STANDARDS <br /> SEE SHEET FS-1 FOR (SEE STRUCTURAL) <br /> CONSTRUCTION DETAIL ��� ELEMENT <br /> V-15.0 2023 SERIES <br /> LINE OF CANOPY COLUMN / / --� 1 <br /> SITE ADDRESS: <br /> 1'-3314 SIDE'B' / <br /> LINE OF FOUNDATION DISPENSER INSTALLATION - FRONT ELEVATION INSTALLATION - FRONT ELEVATION 4607 S.AIRPORT WAY <br /> BELOW.(SEE LL j c SCALE:1"=1'-0" <br /> STRUCTURAL) STOCKTON,CA 95206 <br /> i? <br /> I Flo I SIN 91 <br /> STORM DRAIN ROUTING, — DESICNEO Bv: AAK A LANCE—K <br /> SEE CIVIL SITE PLAN FOR P° EXACT LOCATION SUBJECT -DR BPREPm. <br /> ACTUAL ROUTING AND \ TO AUTHORITY HAVING wN Bv. TAF—HEPm. <br /> CONTINUATION SIDE I JURISDICTION. <br /> 1 ON. PRO CA-4795 <br /> DRAWINGTIRE: <br /> *NOTE:THESE DIMENSIONS REPRESENT MINIMUM RECOMMENDED 5, LAYOUT <br /> OFFSET DIMENSIONS TO PROVIDE DESIRED CLEARANCE OF THE 90 IF STEEL FORM REQUIRED <br /> DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A ® USE ITEM FOR PRE-FAB FORM AUTO DISPENSER <br /> MAXIMUM 12"X12"NON-CLADDED COLUMN DESIGN.WHERE <br /> ARCHITECTURAL COLUMN WRAPPING IS REQUIRED THE 1'-41/4" SHEET No: <br /> MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE. <br /> ADA REQUIRES 48"x30"MAX AREA IN FRONT OF <br /> BOTH SIDES OF MPD,SLOPE NOT TO EXCEED2%.THERE SHALL BE A 10'MAX DISTANCE F D 1 <br /> DISPENSER INSTALLATION - PLAN THE EDGE OF PLATFORM TO DISPENSER M PENSER FACE <br /> B FOR SIDE REACH <br />
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