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0,
<br />1-1 /2"N.P.T. INLET (3)
<br />CD
<br />(.0
<br />I
<br />7
<br />3 -76
<br />3'-7 )/4" INSIDE
<br />1'-5" 1'-5"
<br />K
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<br />O cp O
<br />PRODUCT #1 (REGULAR) 1012"
<br />PRODUCT #2 (PREMIUM)
<br />SIDE "A"
<br />A—A DISPENSER MOUNTING DIAGRAM
<br />SCALE: 1"=V-0"
<br />DISPENSER SUMP FRAME
<br />(ADJUSTABLE HEIGHT)
<br />RUN CONDUITS THROUGH
<br />OFFSET CAVITY IN
<br />DISPENSER SUMP FRAME
<br />C
<br />POUR CONCRETE WITHIN THE
<br />2 4.1 N
<br />0
<br />ELECTRICAL OFFSET OPENING STEEL
<br />FRAME BETWEEN DISPENSER SUMP,
<br />SEAL WHERE CONCRETE OR CONDUIT
<br />MEET STEEL. SEAL THE DOWNSIDE
<br />OF THE SLOPE AND THE CONDUIT
<br />AREA WITH "VULKEM 116" (SEE
<br />DETAIL ON SHT. M.5.3.26)
<br />B—B DISPENSER CONTAINMENT SUMP PLAN VIEW
<br />DISPENSER
<br />SKIN
<br />1" N.P.T. VAPOR CABLE X 215 VAPOR PRESSUF
<br />RECOVERY OUTLET JUNCTION BOX SENSOR
<br />2 -WAY VAPOR FLOW
<br />CALIBRATION 214
<br />> VALVE SENSOR
<br />1" SHORT 82 VAPOR SHEAR
<br />co NIPPLE VALVE
<br />STABILIZER
<br />ASSEMBLY
<br />1/4" OD REDUCE THREADS
<br />COPPER TUBING. FROM 1-1/2" TO
<br />AVOID ANY 1/4" W/ DOUBLE
<br />TRAPS! (BY TAP BUSHING(S)
<br />CONTRACTOR) VAPOR RETURN
<br />SLOTS FOR ANCHOR BACK TO TANKS
<br />BOLTS, 6 SPACES CONTAINMENT
<br />JUNCTION BOX SUMP
<br />VST PHASE II W/ VEEDER—ROOT ISD
<br />DISPENSERS SHALL BE MOUNTED SCALE: NTS BALANCE PHASE II SYSTEM
<br />PER MANUFACTURER'S INSTALLATION
<br />INSTRUCTIONS. 6 BOLTS REQUIRED. HEALY PUMP 66 215 VAPOR PRESSURE
<br />SENSOR
<br />DISPENSER
<br />SKIN
<br />CABLE TO 5/8" COPPER TUBES &
<br />JUNCTION BOX FITTINGS SUPPLIED WITH
<br />W
<br />2 -WAY HEALY VP1000 KIT
<br />CALIBRATION
<br />SCALE: 1" = 1'-0"
<br />NOTE: CONDUITS SHALL NOT HEALY PHASE II W/ VEEDER—ROOT ISD
<br />PENETRATE SUMP. ROUTE
<br />THROUGH OFFSET FRAME SCALE: NTS VAC. ASSIST PHASE II SYSTEM
<br />CAVITY. DO NOT CUT SIDE NOTE:
<br />PANELS OF DISPENSER 1. ONLY (1) VAPOR PRESSURE CONCRETE SLAB
<br />SENSING DEVICE REQUIRED CO
<br />PER SITE. SENSOR SHALL BE
<br />MOUNTED AT ONLY (1)
<br />2 -IN -1 SENSOR 217 DISPENSER LOCATED CLOSEST a c°
<br />BOX TO TANKS. d
<br />SUMP SENSOR 189 PRODUCT SHEAR
<br />J- BOX 81 VALVE (TYP.) 2• CONTRACTOR SHALL PITCH ALL
<br />DISPENSER SKIN DISPENSER 1/4" TUBING AS REQUIRED TO J
<br />J BOX PIPING UNIONS AVOID ANY LIQUID TRAPS a
<br />ELBY CAPPED
<br />w
<br />VALVE
<br />CIVIL SITE PLAN FOR ACTUAL
<br />BY WAYNE
<br />214 VAPOR FLOW
<br />u u
<br />ROUTING AND CONTINUATION I
<br />0
<br />U
<br />2
<br />SENSOR
<br />HYDROSTATIC SENSOR
<br />O
<br />1" SHORT
<br />U O
<br />0
<br />INSIDE PRIMARY 212
<br />0
<br />z
<br />•
<br />C
<br />NIPPLE
<br />DISPENSER ISLAND
<br />MANOMETER RESERVOIR
<br />0
<br />82 VAPOR SHEAR
<br />W
<br />STRUCTURAL) \
<br />STABILIZER
<br />SEE SHEET M.5.3.26 FOR
<br />ATTACHED TO SUMP
<br />VALVE
<br />U
<br />ASSEMBLY .;.•
<br />J
<br />O
<br />0
<br />Z
<br />IF STEEL FORM
<br />SEAL OFF (TYP.) 191
<br />.•'e •'
<br />° d e
<br />^
<br />J
<br />•
<br />* XP. 6-30-22
<br />1/4" OD
<br />2" OR 3" UNISTRUT PIPE
<br />REDUCE THREADS
<br />.d < °
<br />d,
<br />MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE.
<br />COPPER TUBING.
<br />CLAIMP AS REQUIRED
<br />FROM 1-1/2" TO
<br />UQm
<br />AVOID ANY
<br />z~00�
<br />1/4" W/ DOUBLE
<br />0
<br />mZ
<br />rn
<br />UOQ
<br />�QU
<br />TRAPS! (BY
<br />W
<br />TAP BUSHING(S)
<br />CONDUIT
<br />CONTRACTOR)
<br />z U U o
<br />VAPOR RETURN
<br />1 " POWER/DATA
<br />v
<br />Llf Q Cfl
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<br />0 0
<br />06z�t
<br />BACK TO TANKS
<br />D
<br />4
<br />CONTAINMENT
<br />187
<br />CONDUIT
<br />d'. a
<br />d d •
<br />SUMP
<br />I
<br />NOTE: CONDUITS SHALL NOT HEALY PHASE II W/ VEEDER—ROOT ISD
<br />PENETRATE SUMP. ROUTE
<br />THROUGH OFFSET FRAME SCALE: NTS VAC. ASSIST PHASE II SYSTEM
<br />CAVITY. DO NOT CUT SIDE NOTE:
<br />PANELS OF DISPENSER 1. ONLY (1) VAPOR PRESSURE CONCRETE SLAB
<br />SENSING DEVICE REQUIRED CO
<br />PER SITE. SENSOR SHALL BE
<br />MOUNTED AT ONLY (1)
<br />2 -IN -1 SENSOR 217 DISPENSER LOCATED CLOSEST a c°
<br />BOX TO TANKS. d
<br />SUMP SENSOR 189 PRODUCT SHEAR
<br />J- BOX 81 VALVE (TYP.) 2• CONTRACTOR SHALL PITCH ALL
<br />DISPENSER SKIN DISPENSER 1/4" TUBING AS REQUIRED TO J
<br />J BOX PIPING UNIONS AVOID ANY LIQUID TRAPS a
<br />ELBY CAPPED
<br />w
<br />i�
<br />CIVIL SITE PLAN FOR ACTUAL
<br />BY WAYNE
<br />ELBOW (TYP.)
<br />u u
<br />ROUTING AND CONTINUATION I
<br />0
<br />U
<br />2
<br />82 VAPOR SHEAR VALVE
<br />HYDROSTATIC SENSOR
<br />O
<br />U O
<br />0
<br />INSIDE PRIMARY 212
<br />0
<br />z
<br />0
<br />DISPENSER ISLAND
<br />MANOMETER RESERVOIR
<br />0
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<br />STRUCTURAL) \
<br />I: °'.
<br />SEE SHEET M.5.3.26 FOR
<br />ATTACHED TO SUMP
<br />a....:I
<br />U
<br />CONSTRUCTION DETAIL
<br />J
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<br />0
<br />Z
<br />IF STEEL FORM
<br />SEAL OFF (TYP.) 191
<br />.•'e •'
<br />° d e
<br />^
<br />J
<br />DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A
<br />* XP. 6-30-22
<br />REQUIRED USE ITEM R
<br />2" OR 3" UNISTRUT PIPE
<br />d.
<br />.d < °
<br />d,
<br />MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE.
<br />FOR PRE -FAB FORM
<br />CLAIMP AS REQUIRED
<br />J
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<br />z~00�
<br />1 " INTERCOM 7'
<br />0
<br />mZ
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<br />CONDUIT
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<br />DEVELOPMENT INFORMATION:
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<br />ADDRESS
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<br />MANOMETER
<br />1 " MONITORING 187
<br />DESIGNED BY:
<br />CHECKED BY:
<br />172
<br />1-1/2"x`18" FLEX
<br />CONDUIT
<br />e .. d
<br />PROJECT NO:
<br />°
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<br />DRAWING TITLE:
<br />DISPENSER DETAILS:
<br />CONNECTOR
<br />°
<br />ON ISLANDS (D.W. VAPOR)
<br />.. i
<br />eLill
<br />M,5,3,23
<br />°
<br />I
<br />OR
<br />2" INSIDE 3" FRP 142 148
<br />171
<br />1-1/2"x12" FLEX
<br />PRODUCT LINE
<br />L�]
<br />'�
<br />L
<br />CONNECTOR
<br />3" D.W. FRP BONDED ENTRY 12612
<br />2" INSIDE 3" FRP
<br />FITTING W/ 4"x3" CONCENTRIC
<br />142
<br />148 VAPOR LINE
<br />REDUCER W/ TEST PORT &
<br />1/4" PLUG (TYP.)
<br />85
<br />DOUBLE WALL UNDER
<br />DISPENSER CONTAINMENT
<br />SUMP SENSOR IN202
<br />SUMP FILLED WITH
<br />HOLDER
<br />PROPYLENE GLYCOL
<br />C—C: FRONT VIEW SECTION DETAIL @
<br />DISPENSER SUMP
<br />INTERSTITIAL FLUID,
<br />SCALE: 1"=V-0" -0
<br />SUPPLIED BY BRAVO ONLY
<br />NOTE: IF THERE IS NO ROOM TO INSTALL THE
<br />VAPOR FLOW METER ABOVE THE SHEAR VALVE,
<br />IT IS ACCEPTABLE TO INSTALL FLOW METER
<br />BELOW SHEAR VALVE PER LATEST EDITION OF-
<br />E.O. VR -202 ON HEALY SOLUTION & E.O.
<br />VR -204 ON VST SOLUTION. SEE MOST RECENT
<br />VEEDER ROOT INSTALLATION INSTRUCTIONS FOR
<br />ISD FLOW METERS
<br />WAYNE OVATION DISPENSER FRAME
<br />2" OR 3" UNISTRUT PIPE----,,.,.
<br />CLAIMP AS REQUIRED
<br />6 WIDE DETECTABLE
<br />UNDERGROUND MARKING
<br />TAPE BURIED 6"-12" BELOW :
<br />FINISHED GRA E: EMPIRE
<br />MAGNATEC # 1-143
<br />p
<br />d
<br />a d
<br />3" D.W. FRP BONDED
<br />ENTRY FITTING W/ 4"x3"
<br />CONCENTRIC REDUCER W/
<br />TEST PORT & 1/4" PLUG
<br />(TYP.) 12612
<br />2 INSIDE 3 FRP 142 148 •
<br />RECOVERY LINE
<br />2" INSIDE 3" FRP 142 148
<br />PRODUCT LINE °
<br />"B" SIDE OF DISPENSER
<br />215 VAPOR PRESSURE SENSOR
<br />(ONLY 1 PER SITE)
<br />214 VAPOR FLOW SENSOR
<br />81 PRODUCT SHEAR VALVE
<br />82 VAPOR SHEAR VALVE
<br />DISPENSER ISLAND
<br />C SEE SHEET M.5.3.26 FOR
<br />CONSTRUCTION DETAIL
<br />• a �� IF STEEL FORM
<br />® REQUIRED USE ITEM90
<br />a v FOR PRE -FAB FORM
<br />172
<br />1-1/2"x`18" FLEX
<br />CONNECTOR
<br />OR
<br />171
<br />1-1/2"x`12" FLEX
<br />CONNECTOR
<br />2" FRP TEE FITTING W/
<br />REDUCER BUSHINGS AT 1
<br />DISPENSER ONLY, 2" FRP
<br />a L ELBOW AT ALL OTHERS
<br />PEA GRAVEL Jv JAI HOLDER
<br />2" FRP ELBOW I �DCONTAINMENTH 164 144 DOUBLE WALL UNDER DISPENSER
<br />2" FRP X 1-1 2' SUMP FILLED WITH
<br />FNPT BUSHING PROPYLENE GLYCOL INTERSTITIAL
<br />D—D — SIDE VIEW SECTION @ DISPENSER SUMP FLUID, SUPPLIED BY BRAVO ONLY
<br />o-
<br />P
<br />U
<br />D
<br />w
<br />w
<br />X
<br />a
<br />28.7 26.9
<br />15.1 �, 15.1 v I 1 318 2�
<br />FUEL WHIP HOSE & 1
<br />BREAK AWAY FOR
<br />DISPENSER SIDE "B"
<br />NOTE: I J
<br />CAT 5 CABLE SHALL BE INSTALLED 0
<br />FOR BOTH ENHANCED OR STANDARD
<br />ELECTRONICS 0
<br />w
<br />�q z
<br />12" X 12" STEEL II _j1
<br />CANOPY COLUMN
<br />z
<br />w
<br />4" PVC CANOPY
<br />DRAIN EACH COLUMN
<br />(1) 1" CONDUIT TO1
<br />EACH COLUMN
<br />m
<br />00
<br />EXPANSION JOINT
<br />(TYP.) SEE
<br />CONCRETE DETAILS
<br />SHEET M.5.3.26
<br />FOR DETAIL
<br />a N
<br />d
<br />dd °
<br />.<
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR a
<br />CONSTRUCTION DETAIL
<br />LIF STEEL FORM ~
<br />U
<br />REQUIRED USE ITEM gp �
<br />FOR PRE -FAB FORM cn
<br />w
<br />w
<br />cn
<br />X
<br />a
<br />0
<br />I
<br />I
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR
<br />CONSTRUCTION DETAIL
<br />IF STEEL FORM 1
<br />REQUIRED USE ITEM gp
<br />FOR PRE -FAB FORM
<br />6" THICK, 4000 PSI. -
<br />FIBER REINFORCED
<br />CONCRETE DRIVE SLAB SEE
<br />SHEET G.0.2.2. FOR SPECS.
<br />OPTIONAL STORM DRAIN-----
<br />ROUTING,
<br />RAIN-----ROUTING, SEE CIVIL SITE
<br />PLAN FOR ACTUAL
<br />ROUTING AND
<br />CONTINUATION
<br />w
<br />i�
<br />CIVIL SITE PLAN FOR ACTUAL
<br />ARCO
<br />a:Io
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<br />ROUTING AND CONTINUATION I
<br />0
<br />U
<br />2
<br />z
<br />W W
<br />O
<br />U O
<br />0
<br />0
<br />FUEL WHIP HOSE & 1
<br />BREAK AWAY FOR
<br />DISPENSER SIDE "B"
<br />NOTE: I J
<br />CAT 5 CABLE SHALL BE INSTALLED 0
<br />FOR BOTH ENHANCED OR STANDARD
<br />ELECTRONICS 0
<br />w
<br />�q z
<br />12" X 12" STEEL II _j1
<br />CANOPY COLUMN
<br />z
<br />w
<br />4" PVC CANOPY
<br />DRAIN EACH COLUMN
<br />(1) 1" CONDUIT TO1
<br />EACH COLUMN
<br />m
<br />00
<br />EXPANSION JOINT
<br />(TYP.) SEE
<br />CONCRETE DETAILS
<br />SHEET M.5.3.26
<br />FOR DETAIL
<br />a N
<br />d
<br />dd °
<br />.<
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR a
<br />CONSTRUCTION DETAIL
<br />LIF STEEL FORM ~
<br />U
<br />REQUIRED USE ITEM gp �
<br />FOR PRE -FAB FORM cn
<br />w
<br />w
<br />cn
<br />X
<br />a
<br />0
<br />I
<br />I
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR
<br />CONSTRUCTION DETAIL
<br />IF STEEL FORM 1
<br />REQUIRED USE ITEM gp
<br />FOR PRE -FAB FORM
<br />6" THICK, 4000 PSI. -
<br />FIBER REINFORCED
<br />CONCRETE DRIVE SLAB SEE
<br />SHEET G.0.2.2. FOR SPECS.
<br />OPTIONAL STORM DRAIN-----
<br />ROUTING,
<br />RAIN-----ROUTING, SEE CIVIL SITE
<br />PLAN FOR ACTUAL
<br />ROUTING AND
<br />CONTINUATION
<br />w
<br />I
<br />CIVIL SITE PLAN FOR ACTUAL
<br />ARCO
<br />a:Io
<br />u u
<br />ROUTING AND CONTINUATION I
<br />0
<br />U
<br />FUEL WHIP HOSE & 1
<br />BREAK AWAY FOR
<br />DISPENSER SIDE "B"
<br />NOTE: I J
<br />CAT 5 CABLE SHALL BE INSTALLED 0
<br />FOR BOTH ENHANCED OR STANDARD
<br />ELECTRONICS 0
<br />w
<br />�q z
<br />12" X 12" STEEL II _j1
<br />CANOPY COLUMN
<br />z
<br />w
<br />4" PVC CANOPY
<br />DRAIN EACH COLUMN
<br />(1) 1" CONDUIT TO1
<br />EACH COLUMN
<br />m
<br />00
<br />EXPANSION JOINT
<br />(TYP.) SEE
<br />CONCRETE DETAILS
<br />SHEET M.5.3.26
<br />FOR DETAIL
<br />a N
<br />d
<br />dd °
<br />.<
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR a
<br />CONSTRUCTION DETAIL
<br />LIF STEEL FORM ~
<br />U
<br />REQUIRED USE ITEM gp �
<br />FOR PRE -FAB FORM cn
<br />w
<br />w
<br />cn
<br />X
<br />a
<br />0
<br />I
<br />I
<br />DISPENSER ISLAND
<br />SEE SHEET M.5.3.26 FOR
<br />CONSTRUCTION DETAIL
<br />IF STEEL FORM 1
<br />REQUIRED USE ITEM gp
<br />FOR PRE -FAB FORM
<br />6" THICK, 4000 PSI. -
<br />FIBER REINFORCED
<br />CONCRETE DRIVE SLAB SEE
<br />SHEET G.0.2.2. FOR SPECS.
<br />OPTIONAL STORM DRAIN-----
<br />ROUTING,
<br />RAIN-----ROUTING, SEE CIVIL SITE
<br />PLAN FOR ACTUAL
<br />ROUTING AND
<br />CONTINUATION
<br />° 14
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<br />V)
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<br />CIVIL SITE PLAN FOR ACTUAL
<br />ARCO
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<br />NO.
<br />ROUTING AND CONTINUATION I
<br />0
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<br />2
<br />z
<br />W W
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<br />0
<br />0
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<br />0
<br />BELOW. (SEE
<br />0
<br />W
<br />STRUCTURAL) \
<br />I: °'.
<br />I
<br />°`� °,.4 .;• °.< •.°. '.. d:°'.: *MINIMUM RECOMMENDED
<br />InI .e;.
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<br />SEAL:
<br />.•'e •'
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<br />^
<br />J
<br />DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A
<br />* XP. 6-30-22
<br />Q
<br />°,
<br />ARCHITECTURAL COLUMN WRAPPING IS REQUIRED THE 1'-4 1/4"
<br />.d < °
<br />d,
<br />MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE.
<br />_'
<br />'.'A
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<br />DEVELOPMENT INFORMATION:
<br />°'•'
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<br />a'
<br />.
<br />ADDRESS
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<br />SAN JOAQUIN COUNTY, CA 95205
<br />°
<br />DESIGNED BY:
<br />CHECKED BY:
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<br />°
<br />ER
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<br />PROJECT NO:
<br />°
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<br />DRAWING TITLE:
<br />DISPENSER DETAILS:
<br />WAYNE OVATION (3+0) BLEND
<br />°
<br />ON ISLANDS (D.W. VAPOR)
<br />.. i
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<br />M,5,3,23
<br />°
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<br />° 14
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<br />2 -IN -1 SENSOR BOX 21
<br />SUMP SENSOR J -BOX 18
<br />ELBY CAPPED ELBOW (TYP.)
<br />SEAL -OFF (TYP.)
<br />RUN CONDUITS THROUGH
<br />OFFSET IN DISPENSER
<br />SUMP FRAME (TYP.),
<br />DISPENSER 187
<br />INTERCOM
<br />CONDUIT
<br />1 " DISPENSER
<br />POWER & DATA 187
<br />CONDUIT
<br />1" MONITORING18
<br />CONDUIT
<br />SUMP MONITOR
<br />LIQUID SENSOR
<br />DISPENSER
<br />BRINE RESERVOIR &
<br />212 HYDROSTATIC SENSOR
<br />ATTACHED TO SUMP
<br />DISPENSER JUNCTION
<br />BOX (TYP.)
<br />DISPENSER CONTAINMENT SUMP CONDUIT ROUTING DETAIL
<br />SCALE: NONE
<br />*MINIMUM RECOMMENDED
<br />DIMENSION. SEE NOTE BELOW
<br />LINE OF CANOPY /
<br />COLUMN
<br />3'-8„
<br />1'-
<br />/
<br />STORM DRAIN ROUTING, SEE
<br />Z
<br />I
<br />CIVIL SITE PLAN FOR ACTUAL
<br />ARCO
<br />a:Io
<br />NO.
<br />ROUTING AND CONTINUATION I
<br />0
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<br />2
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<br />1
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<br />0
<br />0
<br />LINE OF FOUNDATION
<br />0
<br />BELOW. (SEE
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<br />ADDRESS
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<br />DRAWING TITLE:
<br />DISPENSER DETAILS:
<br />WAYNE OVATION (3+0) BLEND
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<br />DETAILS
<br />SIDE ELEVATION
<br />NOTE: CANOPY FOOTINGS
<br />CAN BE VERY
<br />FRONT ELEVATION
<br />SCALE: 1" = 1'-0"
<br />LARGE AND CAN VARY IN
<br />SIZES. SEE
<br />STRUCTURAL DRAWINGS.
<br />2 -IN -1 SENSOR BOX 21
<br />SUMP SENSOR J -BOX 18
<br />ELBY CAPPED ELBOW (TYP.)
<br />SEAL -OFF (TYP.)
<br />RUN CONDUITS THROUGH
<br />OFFSET IN DISPENSER
<br />SUMP FRAME (TYP.),
<br />DISPENSER 187
<br />INTERCOM
<br />CONDUIT
<br />1 " DISPENSER
<br />POWER & DATA 187
<br />CONDUIT
<br />1" MONITORING18
<br />CONDUIT
<br />SUMP MONITOR
<br />LIQUID SENSOR
<br />DISPENSER
<br />BRINE RESERVOIR &
<br />212 HYDROSTATIC SENSOR
<br />ATTACHED TO SUMP
<br />DISPENSER JUNCTION
<br />BOX (TYP.)
<br />DISPENSER CONTAINMENT SUMP CONDUIT ROUTING DETAIL
<br />SCALE: NONE
<br />*MINIMUM RECOMMENDED
<br />DIMENSION. SEE NOTE BELOW
<br />LINE OF CANOPY /
<br />COLUMN
<br />3'-8„
<br />1'-
<br />/
<br />STORM DRAIN ROUTING, SEE
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<br />CIVIL SITE PLAN FOR ACTUAL
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<br />NO.
<br />ROUTING AND CONTINUATION I
<br />DESCRIPTION
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<br />DISPENSER ISLAND
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<br />* NOTE: THESE DIMENSIONS REPRESENT MINIMUM RECOMMENDED
<br />SEAL:
<br />OFFSET DIMENSIONS TO PROVIDE DESIRED CLEARANCE OF THE
<br />DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A
<br />* XP. 6-30-22
<br />MAXIMUM 12"X12" NON-CLADDED COLUMN DESIGN. WHERE
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<br />SCALE: 1"=V-0"
<br />64)FUEL WHIP HOSE
<br />��FUEL HOSE BREAKAWAY
<br />WAYNE "OVATION" 3+0
<br />5- �l BLENDER
<br />61 NOZZLE (TYP.)
<br />62 SWIVEL (TYP.)
<br />63 FUEL HOSE
<br />SEE BOLLA 91
<br />DETAIL ON
<br />SHEET G. .5
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<br />85 DOUBLE WALL UNDER DISPENSER
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<br />PROPYLENE GLYCOL INTERSTITIAL
<br />FLUID, SUPPLIED BY BRAVO ONLY
<br />COMPACTED OR NATIVE SOIL
<br />1 (TYPICAL)
<br />NOTE:
<br />IF REQUIRED BY LOCAL
<br />CODES, EXTEND CONCRETE
<br />UNDER BOLLARD BELOW THE
<br />FROST LINE.
<br />}--PROJECTION OF ADA REQUIRED
<br />ADA PLATFORM (NTS SEE BELOW)
<br />SIDE "B"
<br />IN
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<br />N SEE SHEET M.5.3.26 FOR
<br />/ 0 CONSTRUCTION DETAIL
<br />Fz� IF STEEL FORM
<br />REQUIRED USE ITEM90
<br />FOR PRE -FAB FORM
<br />SIDE "A"
<br />3'-712"
<br />3'-0" �
<br />5'-p„
<br />EXACT LOCATION
<br />SUBJECT TO AUTHORITY
<br />ADA REQUIRES 48"x30" MAX AREA IN FRONT OF HAVING JURISDICTION.
<br />BOTH SIDES OF MPD, SLOPE NOT TO EXCEED 2%.� SEE BOLLARD DETAIL
<br />THERE SHALL BE A 10" MAX DISTANCE FROM THE ON SHEET G.0.5
<br />EDGE OF PLATFORM TO DISPENSER FACE FOR SID
<br />REACH NOTE: INDICATES ITEMS FOUND ON
<br />1/1///////1//////L/ SMATERIALS LIST SHEET M.5.3.01 & M.5.3.02
<br />91:
<br />CLIENT:
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<br />ARCO
<br />BP WEST COAST PRODUCTS, LLC
<br />NO.
<br />DATE
<br />DESCRIPTION
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<br />DEVELOPMENT INFORMATION:
<br />SITE ADDRESS:
<br />ADDRESS
<br />2510 S. STATE HWY 99 W. FRONTAGE ROAD
<br />SAN JOAQUIN COUNTY, CA 95205
<br />DESIGNED BY:
<br />CHECKED BY:
<br />DRAWN BY:
<br />ER
<br />DATE:
<br />PROJECT NO:
<br />10/28/2019
<br />DRAWING TITLE:
<br />DISPENSER DETAILS:
<br />WAYNE OVATION (3+0) BLEND
<br />DISPENSER INSTALLATION DETAILS
<br />ON ISLANDS (D.W. VAPOR)
<br />SHEET NO:
<br />M,5,3,23
<br />
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