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AWB MOUMING PAD (26" 50. CONCRETE VAULT)
<br />ELECTRICAL NEEDS ARE j12 WIflE (20 ANP, i PHASE) WRH WATER STUB WRH
<br />GRWNO, SHUT-OFF VALVE
<br />WEDGE ANCHOR BOLTS ARE 1/2-13 NC x 3 1/20 LO (4
<br />REWIRED). 3/4• HOSE BIBB
<br />ELECTRICAL STUB TO BE 1/2" RIGID CONDUIT.
<br />WATER STUB TO BE 1/2" PIPE.
<br />WATER SOLENOID PORT CONNECTION IS 1/4" NPT FEMALE.
<br />AIR-sery Croup LLC
<br />1370 Mendota Heights Road
<br />Mendota KeigMs, MN 55120
<br />soln.cupportOoir-carv.com
<br />1-800-247-8363
<br />BEND RESTRICTORS —
<br />CIVIL - NOTES AND DETAILS
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAOUIN COUNTY CA
<br />N 9D%
<br />HIGH CURB
<br />INCTION BOX)
<br />36• STAB
<br />6'
<br />—3/4" WATER SUPPLY UNE
<br />■■11 A 1 ■qE .� �
<br />20 BICYCLE RACK
<br />NOT TO SCALE
<br />GALVANIZED
<br />(PAINT BLACK)
<br />12Y MANHOLE (PVC OR STEEL)
<br />W/COVER :
<br />BELOW FREEZE W LINE. ER
<br />PIPWGLOC
<br />INSTALL AN ISOLATION BLOCK k
<br />BLEm VALVE BEAVER 400-12111.
<br />1" x 1/20 REDUCER
<br />84. VALVE
<br />(I)-1 /2• BALL DRIP VALVE
<br />ALL WATER PIPING SHALL
<br />BE RIGID
<br />ttPE K COPPER BEFORE ENTERING
<br />MANHOLE.
<br />SLOPE SUB I/8•/m TOWARD
<br />YARD, SHM YARD SIDE Qi VAULT
<br />AS NECESSARY
<br />WATER -TIGHT ELECTRICAL
<br />JUNCTION BOX
<br />Y
<br />PFA
<br />GAAVEL BACKFLL UNDER
<br />VAl1LT SLAB AS RECOMMENDED
<br />BI VAULT MFR.
<br />LLl�-T1�.G• 4�7
<br />ONSITE BARRIER CURB
<br />2 � NOT i0 SCALE
<br />42' or 37'1
<br />LPG Tank
<br />eib'd �
<br />Grade a bo/t
<br />P/pta B
<br />41"
<br />NSB 9x?x�•"/Yams
<br />a/tyre w/ tank !'est
<br />rC 4x5.4X Runner C
<br />Anchor O
<br />�- Angle A
<br />6" ccnc pad AV/
<br />eo way At one
<br />ANGHOR O (4 loroU thlGken Blab to
<br />anchors shall be one of the folloMmig and installed per the
<br />r0anufactuter a Insiructlorrs and under the supervision or a special
<br />Inspector per CBG Table 1105.3 Item 4.
<br />I. 0 ASTM AI554 Heavy Hex Headed Anchor Bolts Al 6' embedment,
<br />Periodic Speciallnepection le not requ/red per CBC 1704.4 Exception
<br />ASTM AI93 Cir 87 All Thread Epoxied w/ Hlltl HIT -RE 500 V31n b'
<br />deep hole, ICG EBR -3514,
<br />3• For 575 / 499 Gallon Tanx.e In any county and 1000 gallon Tanks In any
<br />county except the roNowing; Humbolt, Imperlal, Kern, Lou Angeles,
<br />RNersids, San Bernadino, San Mateo, Santa Barbara, Saha Clara am
<br />Ventura:'/,'0HIItl KAVIk Bolt TXM/41/10embeament, ICCESR-1917,
<br />Otea:
<br />L Cow)ollsa w/th 2016 California Building Ccda.
<br />1, comp/fee w/th Cal/fcrMo Administrative Coda Title B.
<br />Industr/ol Relations, O/v/sloa A Department or Irduat/ol
<br />Ralat/ons, Chapter 4. Olvislon or Industr/p/ Sa/ety,
<br />Subchapter 1. Unfired Pressure Vessel Safety OrrJers.
<br />3. Compl/es w/th 05NA requirements.
<br />a. Tube steel shall meet ,ASTM A500. All other Store/ ASTM A36,
<br />5. New concrete shall ocnteva 3000 psi strargrh /n 15 days.
<br />Concrete designed l'cr?500 psi, no 5peC101 Inspect/on required.
<br />6. Ca�oties with r/card laoding (ar Oasign Flood Eievoriorl o maximum
<br />o! 3 feet abova top or pad elevation.
<br />Torek
<br />Caoacrry
<br />Avelght
<br />Fu//
<br />Runner C
<br />12•
<br />26' VA CF
<br />10•
<br />C4x5.4xE'-O"
<br />b'-0' x !O�-O"
<br />/000- a!
<br />5900a
<br />C4x5.4xl5'-O"
<br />b' -O• x lT-4'^
<br />56"
<br />3
<br />4
<br />C.C.
<br />" CLEAR x
<br />' FORWARD
<br />REACH
<br />+
<br />26• VAU
<br />1
<br />T
<br />c
<br />z�
<br />W
<br />TOP VIEW
<br />— —
<br />SLOPE 1/8
<br />6" DIA
<br />STEEL
<br />GUARO
<br />POST, BOTH
<br />SIDES
<br />8"
<br />AWB MOUMING PAD (26" 50. CONCRETE VAULT)
<br />ELECTRICAL NEEDS ARE j12 WIflE (20 ANP, i PHASE) WRH WATER STUB WRH
<br />GRWNO, SHUT-OFF VALVE
<br />WEDGE ANCHOR BOLTS ARE 1/2-13 NC x 3 1/20 LO (4
<br />REWIRED). 3/4• HOSE BIBB
<br />ELECTRICAL STUB TO BE 1/2" RIGID CONDUIT.
<br />WATER STUB TO BE 1/2" PIPE.
<br />WATER SOLENOID PORT CONNECTION IS 1/4" NPT FEMALE.
<br />AIR-sery Croup LLC
<br />1370 Mendota Heights Road
<br />Mendota KeigMs, MN 55120
<br />soln.cupportOoir-carv.com
<br />1-800-247-8363
<br />BEND RESTRICTORS —
<br />CIVIL - NOTES AND DETAILS
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAOUIN COUNTY CA
<br />N 9D%
<br />HIGH CURB
<br />INCTION BOX)
<br />36• STAB
<br />6'
<br />—3/4" WATER SUPPLY UNE
<br />■■11 A 1 ■qE .� �
<br />20 BICYCLE RACK
<br />NOT TO SCALE
<br />GALVANIZED
<br />(PAINT BLACK)
<br />12Y MANHOLE (PVC OR STEEL)
<br />W/COVER :
<br />BELOW FREEZE W LINE. ER
<br />PIPWGLOC
<br />INSTALL AN ISOLATION BLOCK k
<br />BLEm VALVE BEAVER 400-12111.
<br />1" x 1/20 REDUCER
<br />84. VALVE
<br />(I)-1 /2• BALL DRIP VALVE
<br />ALL WATER PIPING SHALL
<br />BE RIGID
<br />ttPE K COPPER BEFORE ENTERING
<br />MANHOLE.
<br />SLOPE SUB I/8•/m TOWARD
<br />YARD, SHM YARD SIDE Qi VAULT
<br />AS NECESSARY
<br />WATER -TIGHT ELECTRICAL
<br />JUNCTION BOX
<br />Y
<br />PFA
<br />GAAVEL BACKFLL UNDER
<br />VAl1LT SLAB AS RECOMMENDED
<br />BI VAULT MFR.
<br />LLl�-T1�.G• 4�7
<br />ONSITE BARRIER CURB
<br />2 � NOT i0 SCALE
<br />42' or 37'1
<br />LPG Tank
<br />eib'd �
<br />Grade a bo/t
<br />P/pta B
<br />41"
<br />NSB 9x?x�•"/Yams
<br />a/tyre w/ tank !'est
<br />rC 4x5.4X Runner C
<br />Anchor O
<br />�- Angle A
<br />6" ccnc pad AV/
<br />eo way At one
<br />ANGHOR O (4 loroU thlGken Blab to
<br />anchors shall be one of the folloMmig and installed per the
<br />r0anufactuter a Insiructlorrs and under the supervision or a special
<br />Inspector per CBG Table 1105.3 Item 4.
<br />I. 0 ASTM AI554 Heavy Hex Headed Anchor Bolts Al 6' embedment,
<br />Periodic Speciallnepection le not requ/red per CBC 1704.4 Exception
<br />ASTM AI93 Cir 87 All Thread Epoxied w/ Hlltl HIT -RE 500 V31n b'
<br />deep hole, ICG EBR -3514,
<br />3• For 575 / 499 Gallon Tanx.e In any county and 1000 gallon Tanks In any
<br />county except the roNowing; Humbolt, Imperlal, Kern, Lou Angeles,
<br />RNersids, San Bernadino, San Mateo, Santa Barbara, Saha Clara am
<br />Ventura:'/,'0HIItl KAVIk Bolt TXM/41/10embeament, ICCESR-1917,
<br />Otea:
<br />L Cow)ollsa w/th 2016 California Building Ccda.
<br />1, comp/fee w/th Cal/fcrMo Administrative Coda Title B.
<br />Industr/ol Relations, O/v/sloa A Department or Irduat/ol
<br />Ralat/ons, Chapter 4. Olvislon or Industr/p/ Sa/ety,
<br />Subchapter 1. Unfired Pressure Vessel Safety OrrJers.
<br />3. Compl/es w/th 05NA requirements.
<br />a. Tube steel shall meet ,ASTM A500. All other Store/ ASTM A36,
<br />5. New concrete shall ocnteva 3000 psi strargrh /n 15 days.
<br />Concrete designed l'cr?500 psi, no 5peC101 Inspect/on required.
<br />6. Ca�oties with r/card laoding (ar Oasign Flood Eievoriorl o maximum
<br />o! 3 feet abova top or pad elevation.
<br />Torek
<br />Caoacrry
<br />Avelght
<br />Fu//
<br />Runner C
<br />Mtnlmum
<br />&tab srze
<br />499/575 go/
<br />3600p
<br />C4x5.4xE'-O"
<br />b'-0' x !O�-O"
<br />/000- a!
<br />5900a
<br />C4x5.4xl5'-O"
<br />b' -O• x lT-4'^
<br />L 4X4xMtK "� hole
<br />n4*4 ii" /2 9xY x
<br />ANGLE A I4 rota/J
<br />PL,AT6 B (4 tOfd/J
<br />c
<br />1�
<br />PROPANE TANK SLAB
<br />LL NO7 TO SCALE
<br />mP c`1, FZ
<br />Ze
<br />°<r try.
<br />AX
<br />/A'li ENOLN�
<br />18215 72ND AVENUE SOUTH
<br />HENT, WA 96032
<br />(425)251-6222
<br />(425)251-8782 F
<br />pNL ENDINEBRlC, tA1q PIANNND.
<br />SUR2YRC. EM1110fA1ENTAL SERVICES
<br />N0. DA1C PEN9aN DESCRPIIDN
<br />1 s -t3 -u KYl ..a
<br />s a -m -1s WRu1 AE91lNRAt
<br />ARCO NTI
<br />AM/PM
<br />FUEL CANOPY
<br />WITH 8 MPD's
<br />NWC CHEHOKEEflOAD
<br />� NEWTON g0A0
<br />SAI/ JOAOUIN COUNtt, CALIFOgNM
<br />FACILITY #TBD
<br />im •m. PB AWaN¢ T•aW
<br />lora ore Aqt
<br />W M PB Me
<br />Nat Odtt a¢
<br />18068
<br />nwc rens:
<br />CIVIL -NOTES
<br />AND DETAILS
<br />C6.2
<br />
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