|
t(2) 1 " CONDUITS
<br />TO BUILDING
<br />18 5 6
<br />B: TANK INSTALLATION - PLAN VIEW
<br />SCALE: 1/4" = 1'-0"
<br />0
<br />00 I
<br />N
<br />NOTE:
<br />INSTALL 6" WIDE DETECTABLE UNDERGROUND
<br />MARKING TAPE EMPIRE MAGNATEC #31-143 NOTE:
<br />BURIED 6"-12" BELOW FINISHED GRADE ALL PRODUCT, VENT AND VAPOR PIPING
<br />WHERE UNDERGROUND PRODUCT & VENT SHALL BE SIZE OVER SIZE FIBERGLASS
<br />M-1 PIPING BY SMITH FIBERCAST
<br />49'-11 7/8" 13
<br />DI NOTES UST ANCHORING
<br />WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO
<br />ASSURE WORKMEN SAFETY. SLOPING AND SHORING SHALL BE PROVIDED
<br />TO COMPLY WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR
<br />PART 1926 SUBPART P, OSHA STANDARDS -EXCAVATIONS: FINAL RULE
<br />OCTOBER 1, 1989. HARDHATS SHALL BE WORN BY ALL WORKMEN
<br />OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS
<br />PROGRESSING.
<br />TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS
<br />ENCOUNTERED OR IS REQUIRED BY LOCAL REGULATION. CONSULT WITH
<br />OWNER'S REPRESENTATIVE.
<br />13 INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION
<br />3 INSTRUCTIONS.
<br />A4DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA.
<br />15,000 GAL. TANK ARE 18"x8"x14'L, QTY: (4) EACH TANK. DIMENSIONS
<br />OF DEADMAN FOR 10' DIA. 20,000 GAL. TANK ARE 18"x8"x18'L, QTY:
<br />(4) EACH TANK.
<br />ZLTOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER
<br />THAN OVERALL LENGTH OF TANK.
<br />ZL EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br />HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, &
<br />20,000 GALLON TANKS AS SPECIFIED AND SUPPLIED BY TANK
<br />MANUFACTURER.
<br />LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br />AggFASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND
<br />THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL
<br />BE ALTERNATED 180° FROM EACH OTHER.
<br />ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES.
<br />10 UNIFORMLY TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION
<br />Zlo\
<br />WITHOUT TANK DEFLECTION. MEASURE TANK DIAMETER BEFORE AND
<br />AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION.
<br />�11\ I WIRE ROPE MINIMUM DIAMETER 1/2". I
<br />12 TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4"
<br />DIAMETER, EYE TYPE - 3/4" DIAMETER
<br />COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING
<br />13 BARS WITH PITCHMASTIC.
<br />14 INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT.
<br />IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION
<br />15 MUST BE 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS
<br />TANKS)
<br />FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR
<br />16 WET HOLE INSTALLATIONS ONLY. FABRIC MUST EXTEND TO SLAB AND
<br />MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE
<br />LAPPED 1' MINIMUM.
<br />A: TANK INSTALLATION - PLAN VIEW - BLENDING
<br />ADJACENT LAYOUT
<br />SCALE: 1/4" = 1'-0"
<br />NOTE:
<br />INSTALL 6" WIDE DETECTABLE UNDERGROUND
<br />MARKING TAPE EMPIRE MAGNATEC #31-143 NOTE: NOTE:
<br />BURIED 6"-12" BELOW FINISHED GRADE WHERE DIFFERENT SIZED TANKS ALL PRODUCT, VENT AND VAPOR PIPING
<br />WHERE UNDERGROUND PRODUCT & VENT ARE USED, ALIGN THE FILL PORTS SHALL BE SIZE OVER SIZE FIBERGLASS
<br />PIPING RUN TO FACILITATE TANKER DELIVERIES PIPING BY SMITH FIBERCAST
<br />JILDING
<br />°°
<br />CONDUITS
<br />5 6
<br />VACUUM SENSOR ZONE CHART (AUTO CANOPY)
<br />X 42H): 0.9
<br />87 91
<br />DIESEL
<br />ZONE 1
<br />ZONE 1
<br />ZONE 2
<br />ZONE 3
<br />ZONE 4 ZONE 5
<br />ZONE 6
<br />ZONE 7
<br />ZONE 8
<br />ZONE 9
<br />ZONE 10
<br />ZONE 11
<br />VOLUME
<br />VR
<br />PRODUCT
<br />VENT
<br />CROSSOVER VR
<br />PRODUCT
<br />VENT
<br />CROSSOVER
<br />PRODUCT
<br />VENT
<br />CROSSOVER
<br />DESCRIPTION
<br />& SIZE
<br />VOLUME
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />4.14 QTY
<br />TOTA
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />98.81
<br />82.3
<br />8.97
<br />5.52
<br />85.56
<br />6.9
<br />1.61
<br />61.18
<br />4.83
<br />1.61
<br />A.O. SMITH FIBERGLASS
<br />RED THREAD
<br />II
<br />GAL./ TANK =
<br />1.22
<br />CUBIC
<br />METER (2)
<br />= 2.44
<br />CUBIC
<br />METER
<br />8. 8,000 GALLON TANK CSI
<br />74.2
<br />GAL./ TANK
<br />I I w
<br />0 O z o
<br />(I II �z
<br />UzOrn
<br />z U U o
<br />= 0.281
<br />CUBIC
<br />METER
<br />wQ
<br />z
<br />Q --
<br />C3 o U
<br />p6
<br />V
<br />YO OVER 2"0 0.23 GAL./FT.
<br />Q
<br />U O
<br />358
<br />82.3
<br />39
<br />8.97
<br />18
<br />4.14
<br />DEVELOPMENT INFORMATION:
<br />372
<br />85.56
<br />30
<br />6.9
<br />7
<br />1.61
<br />266
<br />61.18
<br />21
<br />4.83
<br />7
<br />1.61
<br />4"0 OVER 3"0 0.276 GAL./FT.
<br />358
<br />98.81
<br />DRAWING TITLE:
<br />UST INSTALLATION
<br />(1)10'0 25K AND (1) 10'0120 OK
<br />BLENDING
<br />20
<br />5.52
<br />M,5,3,09
<br />VACUUM SENSOR ZONE CHART (TRUCK CANOPY)
<br />X 42H): 0.9
<br />DIESEL
<br />DEF TANK
<br />ZONE 1
<br />ZONE 2
<br />ZONE 3
<br />ZONE 4
<br />ZONE 5
<br />PRODUCT
<br />VENT
<br />CROSSOVER
<br />PRODUCT
<br />VENT
<br />DESCRIPTION & SIZE
<br />VOLUME
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />QTY
<br />TOTAL
<br />73.14
<br />20.47
<br />2.76
<br />43.01
<br />10.58
<br />A.O. SMITH FIBERGLASS RED THREAD II
<br />GAL.
<br />X 2 =
<br />3.0
<br />GAL.
<br />= 0.114
<br />CUBIC
<br />METER
<br />5. 25,000 GALLON TANK (CSI)
<br />419.8
<br />GAL./ TANK
<br />3"0 OVER 2"0
<br />0.23 GAL./FT.
<br />318
<br />73.14
<br />89
<br />20.47
<br />12
<br />2.76
<br />187
<br />43.01
<br />46
<br />10.58
<br />z
<br />= 1.11
<br />CUBIC
<br />METER
<br />7. 20,000 GALLON TANK CSI
<br />323.5
<br />GAL./ TANK =
<br />1.22
<br />CUBIC
<br />METER (2)
<br />= 2.44
<br />HYDROSTATIC MONITORING VOLUME:
<br />1. FILL SUMP (FLUID CONTAINMENT 48"DIA.
<br />X 42H): 0.9
<br />GAL.
<br />X 5 =
<br />4.5
<br />GAL. =
<br />0.017
<br />CUBIC
<br />METER
<br />2. TURBINE SUMP (FLUID CONTAINMENT 42"DIA
<br />X
<br />42"H): 0.8
<br />GAL.
<br />X 6 =
<br />4.8
<br />GAL. =
<br />0.018
<br />CUBIC
<br />METER
<br />3. UNDER DISPENSER CONTAINMENT:
<br />1.5
<br />GAL.
<br />X 11 =
<br />16.5
<br />GAL.
<br />= 0.062
<br />CUBIC
<br />METER
<br />4. VENT TRANSITION BOX (BRAVO.):
<br />0
<br />1.5
<br />GAL.
<br />X 2 =
<br />3.0
<br />GAL.
<br />= 0.114
<br />CUBIC
<br />METER
<br />5. 25,000 GALLON TANK (CSI)
<br />419.8
<br />GAL./ TANK
<br />0
<br />SEAL:
<br />= 1.60
<br />CUBIC
<br />METER
<br />6. SPLIT 22K (12K + 10K GALLON) TANK
<br />(CSI)
<br />294.1
<br />GAL./
<br />TANK
<br />z
<br />= 1.11
<br />CUBIC
<br />METER
<br />7. 20,000 GALLON TANK CSI
<br />323.5
<br />GAL./ TANK =
<br />1.22
<br />CUBIC
<br />METER (2)
<br />= 2.44
<br />CUBIC
<br />METER
<br />8. 8,000 GALLON TANK CSI
<br />74.2
<br />GAL./ TANK
<br />I I w
<br />0 O z o
<br />(I II �z
<br />UzOrn
<br />z U U o
<br />= 0.281
<br />CUBIC
<br />METER
<br />TOTAL: 5.642 CUBIC METERS
<br />VACUUM MONITORING VOLUME:
<br />9. 2"/3" PRODUCT PIPING (1,501 FT.) 0.23 GAL./FT. X 1,501 FT. = 345.23 GAL. = 1.307 CUBIC METER
<br />10. 3"/4" VAPOR PIPING (358 FT.) 0.276 GAL./FT. X 378 FT. = 104.33 GAL. = 0.395 CUBIC METER
<br />11. 2"/3" VENT PIPING (225 FT.) 0.23 GAL/FT. X 225 FT. = 51.75 GAL. = 0.196 CUBIC METER
<br />D: TANK MONITORING
<br />0 I NOTES UST INSTALLATION
<br />TOTAL:
<br />1O SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />CONCRETE.
<br />OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br />FROM SURFACE.
<br />OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60"
<br />IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br />OSINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF
<br />AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br />ONLY.
<br />ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR
<br />STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS,
<br />PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR
<br />OLOCATION AND HOMERUN TO BLDG. PROVIDE SEAL -OFFS IN BUILDING &
<br />PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE
<br />TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE
<br />WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS MUST BE MADE WITH
<br />ROBROY PVC COATED CONDUIT ONLY.
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br />OYa" & MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br />ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br />FIELD REPRESENTATIVE.
<br />ASPHALT & STONE AS
<br />SPECIFIED BY PROJECT
<br />SPECIFICATIONS
<br />SLOPE SIDES OF TANK HOLE (USE
<br />OF SLOPING MUST BE RECEIVE
<br />PRIOR APPROVAL ON INDIVIDUAL
<br />SITE BASIC FROM "BP") OR USE
<br />SHORING FOR ALL TANK
<br />EXCAVATIONS IN ACCORDANCE WITH
<br />OSHA 1926 SUBPART P, OSHA
<br />STANDARDS - EXCAVATIONS; FINAL
<br />RULE OCTOBER 1, 1989
<br />C: TYPICAL TANK ANCHORING DETAIL
<br />SCALE: 1/4" = 1'-0"
<br />501.31 GAL. = 1.90 CUBIC METER
<br />< NOT USED.
<br />VACUUM ALARM SENSORS ARE TO ACTIVATE WHEN
<br />ONE OF THE FOLLOWING THREE HAPPEN:
<br />A. ANY TIME LIQUID IS FOUND. (IMMEDIATE DETECTION
<br />OF ANY LIQUID)
<br />B. WHEN THE MERCURY FALLS BELOW 2" (1 P.S.I.)
<br />C. FALLS BELOW 85 LITERS PER HOUR
<br />LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II
<br />OPIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3"
<br />CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS.
<br /><@>BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION.
<br />NOT USED.
<br />1� TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G.0.6.2.
<br />13 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE
<br />FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD
<br />DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br />CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br />14
<br />CORNERS WHERE MEETING CONCRETE.
<br /><@>DIESEL USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER.
<br />16 REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST OR AS
<br />AN EXTENSION TO THIS UST DESIGN.
<br />SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br />ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY
<br />THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION
<br />SIGN -OFF SHALL BE DOCUMENTED.
<br /><@REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br />>PRODUCT LINES (1 OR 2 PER UST SUMP).
<br />8" THICK, 4000 PSI,
<br />FIBER REINFORCED
<br />CONCRETE SLAB SEE SHEET
<br />G.0.2.2. FOR SPECS. EXTEND CONTINUOUS
<br />FILTER FABRIC TO SLAB
<br />ASPHALT AND STONE PER
<br />PROJECT SPECIFICATIONS
<br />16 FILTER FABRIC
<br />1515 //I , - - - - - - � `N'�\ I, /
<br />2' 10'-6" 3'-0" 10'-6" 2'
<br />MIN. MIN.
<br />3rd LIFT OF
<br />PEA GRAVEL
<br />oo TO TOP OF
<br />TANK
<br />/
<br />N 2nd LIFT OF PEA GRAVEL
<br />\// ° ° °" , °• ° ° , ° ° • • °° , •° • ° ° �/ `" 1st LIFT OF PEA GRAVEL
<br />• ° • • • e °° °°•• e` 1 g- Opo MIN`° ° ° ° • ° ° e •°•° e 1 o -opo MIN.. • ° �// �"� BED
<br />0" MIN. J�
<br />FILTER FABRIC ON 6" MAX. �I
<br />18 BOTTOM & SIDES OF 18" 18"
<br />TANK HOLE (WET 16
<br />HOLE ONLY)
<br />NOTE:
<br />ALTERNATE ANCHORING BY USE OF
<br />A CONCRETE ANCHORING PAD IS
<br />PERMITTED. CONSULT WITH
<br />OWNER'S REPRESENTATIVE AND
<br />SUCH SHALL BE INSTALLED
<br />ACCORDING TO MANUFACTURER'S
<br />RECOMMENDATION.
<br />NOTE:
<br />DEFLECTION MEASUREMENT BEFORE & AFTER
<br />TANK INSTALLATION SHALL BE ACCORDING TO
<br />MANUFACTURER'S REQUIREMENTS AND SHALL
<br />BE WITHIN MANUFACTURER'S TOLERANCES.
<br />ALL INFORMATION SHALL BE COMPLETED AS
<br />PER THE MANUFACTURER'S WARRANTY
<br />DOCUMENTATION.
<br />MR
<br />1'-0" MIN. PEA GRAVEL
<br />INSTALLED OVER COMPACTED SOIL.
<br />IN WET HOLE INSTALLATIONS,
<br />INCREASE TO 18" MINIMUM PER
<br />MANUFACTURER'S RECOMMENDED
<br />INSTALLATION GUIDELINES.
<br />NOTE: INDICATES ITEMS FOUND ON MATERIALS
<br />XX LIST SHEETS M.5.3.01 & M.5.3.02
<br />CLIENT:
<br />4: bp
<br />'Ad &
<br />lir
<br />ARCO
<br />BP WEST COAST PRODUCTS, LLC
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />Q04/10/2020
<br />REV. PER SJCEHD
<br />Q2
<br />01/18/2021
<br />BID PACKAGE
<br />Q04/01/2021
<br />REV. PER SJCEHD
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />10
<br />11
<br />0
<br />SEAL:
<br />!)FESS /o
<br />GHgO��
<br />NO. 36475
<br />* XP. 6-30-22
<br />ATF
<br />OF-
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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 />UST INSTALLATION
<br />(1)10'0 25K AND (1) 10'0120 OK
<br />BLENDING
<br />DOUBLE WALL VENT AND VAPOR WITH DIESEL
<br />SHEET NO:
<br />M,5,3,09
<br />
|