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<br />1'-0" CHAMFER
<br />(TYP.) O
<br />OVERALL TANK SLAB VARIES WITH
<br />NUMBER AND DIAMETER OF TANKS
<br />2'
<br />TYP.
<br />SAWED CONTROL JOINTS
<br />TYPICAL TANK SLAB REINFORCING
<br />NOT TO SCALE
<br />TURBINE AND ATG
<br />SUMP (TYP.)
<br />CONTROL JOINTS TO
<br />BE "TOOLED" WITH
<br />3/8" RADIUS
<br />42" DIA. FILL &
<br />VAPOR VAPOR
<br />RECOVERY SUMP
<br />WITH STAGE II &
<br />VENT (TYP.)
<br />NOTES:
<br />OPENINGS IN SLAB TO HAVE 1-1/2"
<br />CROWN
<br />TANK PAD SHALL EXTEND A MINIMUM
<br />2'-0" BEYOND OUTSIDE WALLS OF
<br />TANKS, AND MUST COVER THE ENTIRE
<br />FOOTPRINT OF THE TANKS. IN ORDER
<br />TO PROVIDE FOR PROPER TANK HOLD
<br />DOWN, AND TO PREVENT ACCIDENTAL
<br />DRILLING INTO TANK.
<br />CHAMFER SLAB CORNERS WHERE
<br />MEETING ASPHALT PAVING ONLY.
<br />SQUARE CORNERS WHERE MEETING
<br />CONCRETE.
<br />8" MIN. FIBER REINFORCED
<br />CONCRETE SLAB. SEE
<br />SPECIFICATIONS AT RIGHT.
<br />CONCRETE SLAB DESIGN
<br />4,000 P.S.I. @ 28 DAYS
<br />CONCRETE SIDE AND EDGES OF ISLAND TO
<br />ISLAND HAVE SMOOTH TOWELED FINISH.
<br />DESIGN WITH TOP TO HAVE MEDIUM BROOM
<br />4,000 P.S.I. FINISH
<br />FORMLESS CONCRETE ISLAND PLAN VIEW
<br />SCALE: 1"=l'—O"
<br />1 " TOOLED RADIUS (TYP.)
<br />OPENING FOR CAST IN UDC
<br />CENTERED IN ISLAND
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<br />5'-0"
<br />FORMLESS CONCRETE ISLAND 5'-0' SECTION
<br />SCALE: 1"=l'—O"
<br />44
<br />1 " TOOLED RADII
<br />MINIMUM HEIGHT NC
<br />6" UNLESS APPROV
<br />Concrete Slab Specifications
<br />NOTE:
<br />CALIFORNIA VARIANT:
<br />CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7
<br />1.
<br />CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB AROUND
<br />1 GALLONS OF WATER PER SACK. ADD 3.0 LB MARCO (STRUCTURAL) FIBER PER CU. YD.
<br />��
<br />MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES PLACE REBAR 6" FROM
<br />REINFORCING CONCRETE.
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<br />SIDES OF BOX. SEE RECIPE BELOW.
<br />d v d
<br />2.
<br />THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW
<br />OIN
<br />LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br />THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB -2481 REQUIREMENTS.
<br />REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR.
<br />3.
<br />CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE RECIPE
<br />MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br />d
<br />BELOW.
<br />va 4
<br />4.
<br />CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED.
<br />PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL
<br />PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br />SEE RECIPE BELOW.
<br />INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE IBC, IS PROVIDED.
<br />6
<br />PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br />SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT
<br />CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2"
<br />LEAST 7 DAYS BEFORE PLACING CONCRETE.
<br />AND NO MORE THAN 4" FROM SURFACE.
<br />CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR.
<br />UNLESS
<br />OTHERWISE NOTED ON THESE DRAWINGS:
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<br />a.
<br />CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT)
<br />BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER
<br />BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br />CEMENT - TYPE I/II, SULFATE RESISTANT
<br />INSERTS IN POSITION TO PREVENT MOVEMENT.
<br />c.
<br />c.
<br />AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES)
<br />MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN
<br />d.
<br />28 DAY CONCRETE STRENGTH (f'c):
<br />AND PLACEMENT OF CONCRETE).
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<br />4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED)
<br />MANHOLE CROWNS:
<br />e.
<br />SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT
<br />ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1" RISE
<br />f.
<br />SHRINKAGE - 0.05% MAXIMUM
<br />OVER 12" RUN) OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S
<br />9.
<br />ENTRAINED AIR RANGE - 2% TO 4%
<br />ENGINEER, THE BP PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE
<br />SIDE „A»
<br />c
<br />TANK INSTALLATION CHECKLIST.
<br />Q L u
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<br />m
<br />PRODUCT IDENTIFICATION MARKINGS:
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<br />CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE
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<br />SPECIFIC DETAIL DRAWINGS.
<br />FORMLESS CONCRETE ISLAND PLAN VIEW
<br />SCALE: 1"=l'—O"
<br />1 " TOOLED RADIUS (TYP.)
<br />OPENING FOR CAST IN UDC
<br />CENTERED IN ISLAND
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<br />5'-0"
<br />FORMLESS CONCRETE ISLAND 5'-0' SECTION
<br />SCALE: 1"=l'—O"
<br />44
<br />1 " TOOLED RADII
<br />MINIMUM HEIGHT NC
<br />6" UNLESS APPROV
<br />NOTES: UST INSTALLATION
<br />NOTE:
<br />d
<br />.
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />Cl)
<br />REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />��
<br />CONCRETE.
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<br />OREINFORCING
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<br />v I+ v
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<br />LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br />d Q.:d
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<br />DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br />O)s"
<br />d
<br />REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN
<br />va 4
<br />v'
<br />OTANK
<br />PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br />0
<br />COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br />6
<br />PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br />INTO TANK.
<br />Ld
<br />CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br />OPENING FOR UDC
<br />d.
<br />:.
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<br /><
<br />vII
<br />OF SUMP �
<br />BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br />FESS /0
<br />LOCATION SIGN—OFF SHALL BE DOCUMENTED.
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<br />5'-0"
<br />C7 0 0
<br />06
<br />FORMLESS CONCRETE ISLAND PLAN VIEW
<br />SCALE: 1"=l'—O"
<br />1 " TOOLED RADIUS (TYP.)
<br />OPENING FOR CAST IN UDC
<br />CENTERED IN ISLAND
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<br />5'-0"
<br />FORMLESS CONCRETE ISLAND 5'-0' SECTION
<br />SCALE: 1"=l'—O"
<br />44
<br />1 " TOOLED RADII
<br />MINIMUM HEIGHT NC
<br />6" UNLESS APPROV
<br />ALL MANHOLE ACCESS COVERS —
<br />TO BELOW GRADE SHALL BE
<br />LIQUID TIGHT AND LOCKABLE
<br />(TYP.)
<br />A . PAVING —1-1/2 1 18"
<br />THICKENED (TYP. ALL) (TYP.)
<br />CONCRETE EDGE
<br />=..
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<br />A SLAB SECTION AT TANKS
<br />SCALE: 1/2" = 1'-0"
<br />ELECTRICAL CONDUIT
<br />POUR CONCRETE WITHIN THE
<br />ELECTRICAL OFFSET OPENING
<br />STEEL FRAME BETWEEN
<br />DISPENSER SUMP, SEAL WHERE
<br />CONCRETE OR CONDUIT MEET
<br />STEEL. SEAL THE DOWNSIDE OF
<br />THE SLOPE AND THE CONDUIT
<br />AREA WITH "VULKEM 116"
<br />SLOPE CONCRETE
<br />UDC FRAME
<br />TANK SLAB SHALL BE THICKENED
<br />AT TANK SUMP EXTEND TO WHERE
<br />TO MONITORING END AT THE SUMP
<br />01 18 1-1/2"
<br />(TYP.(TYP. ALL)
<br />Ad A
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<br />V d CY Ld
<br />L 3" PEA -GRAVEL
<br />MIN. TO PREVENT
<br />LOAD TRANSFER
<br />TO TANK TOP
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<br />®
<br />NOTES: UST INSTALLATION
<br />NOTE:
<br />d
<br />.
<br />ALL MANHOLE ACCESS COVERS —
<br />TO BELOW GRADE SHALL BE
<br />LIQUID TIGHT AND LOCKABLE
<br />(TYP.)
<br />A . PAVING —1-1/2 1 18"
<br />THICKENED (TYP. ALL) (TYP.)
<br />CONCRETE EDGE
<br />=..
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<br />a° a
<br />-4A
<br />° • :e
<br />r Ae
<br />. d
<br />A SLAB SECTION AT TANKS
<br />SCALE: 1/2" = 1'-0"
<br />ELECTRICAL CONDUIT
<br />POUR CONCRETE WITHIN THE
<br />ELECTRICAL OFFSET OPENING
<br />STEEL FRAME BETWEEN
<br />DISPENSER SUMP, SEAL WHERE
<br />CONCRETE OR CONDUIT MEET
<br />STEEL. SEAL THE DOWNSIDE OF
<br />THE SLOPE AND THE CONDUIT
<br />AREA WITH "VULKEM 116"
<br />SLOPE CONCRETE
<br />UDC FRAME
<br />TANK SLAB SHALL BE THICKENED
<br />AT TANK SUMP EXTEND TO WHERE
<br />TO MONITORING END AT THE SUMP
<br />01 18 1-1/2"
<br />(TYP.(TYP. ALL)
<br />Ad A
<br />• .. w D'
<br />V d CY Ld
<br />L 3" PEA -GRAVEL
<br />MIN. TO PREVENT
<br />LOAD TRANSFER
<br />TO TANK TOP
<br />O
<br />®
<br />NOTES: UST INSTALLATION
<br />NOTE:
<br />O1
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />OFIBER
<br />REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE.
<br />CONCRETE.
<br />THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS
<br />BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br />OREINFORCING
<br />FROM SURFACE.
<br />ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL
<br />REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60"
<br />OIN
<br />LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br />PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE
<br />REBAR 6" FROM SIDES OF BOX.
<br />DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br />O)s"
<br />& MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br />REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN
<br />ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br />FIELD REPRESENTATIVE.
<br />OTANK
<br />PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br />0
<br />COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br />PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br />INTO TANK.
<br />10
<br />CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br />OCUT
<br />CORNERS WHERE MEETING CONCRETE.
<br />SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /><
<br />ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br />BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br />FESS /0
<br />LOCATION SIGN—OFF SHALL BE DOCUMENTED.
<br />8" MIN. FIBER REINFORCED
<br />CONCRETE SLAB. SEE
<br />SPECIFICATIONS ABOVE. <
<br />CONCRETE SLAB DESIGN
<br />4,000 P.S.I. @ 28 DAYS
<br />A.C.
<br />PAVING
<br />3" PEA -GRAVEL MIN. TO
<br />PREVENT LOAD TRANSFER
<br />TO TANK TOP 5O
<br />#4 AROUND ALL
<br />PENETRATIONS 3 4
<br />NOTE:
<br />bp
<br />NOTE:
<br />ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2"
<br />BP WEST COAST PRODUCTS, LLC
<br />CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK
<br />FILL AND TURBINE
<br />CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE.
<br />SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION
<br />THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS
<br />ITEM
<br />OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB -2481
<br />REQUIREMENTS. NOTE
<br />ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL
<br />BE
<br />THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE
<br />SUMPS AND IS ALSO
<br />PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE
<br />SLAB
<br />DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL
<br />BE REQUIRED TO
<br />AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET.
<br />REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN
<br />REQUIREMENT IS NOT
<br />0
<br />MET AS DETERMINED BY THE GOVERNING JURISDICTION.
<br />CAULK WITH "VULKEM 116" OR
<br />OTHER SUITABLE HYDROCARBON
<br />RESISTANT CAULK
<br />DISPENSER
<br />DISPENSER
<br />BASE MOUNT
<br />d
<br />�.4 v
<br />JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY —�
<br />WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 v
<br />PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX"
<br />OR EQUAL. 1/2" DEEP
<br />d ..
<br />a g
<br />a
<br />DISPENSER ISLAND
<br />JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br />WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br />PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX"
<br />OR EQUAL. 1/2" DEEP
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<br />W
<br />1/2" EXPANSION JOINT
<br />1/4" RADIUS TOOL EDGE
<br />INSTALL "SNAP CAP" OR
<br />EQUAL, REMOVE AFTER
<br />CONCRETE HAS CUREED AND
<br />`No FILL JOINT WITH SEALANT
<br />;q.
<br />1/2" EXPANSION JOINT
<br />MATERIAL SHALL COMPLY WITH
<br />ASTM D1751. JOINT FILLER
<br />4 CAST IN PLACE
<br />a
<br />d d
<br />v
<br />NEW FIBER REINFORCED—"' I ANEW FIBER REINFORCED
<br />CONCRETE CONCRETE
<br />1/2" EXPANSION JOINT PER SPECIFICATIONS PER SPECIFICATIONS
<br />1/4" RADIUS TOOL EDGE
<br />INSTALL "SNAP CAP" OR EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL).
<br />EQUAL, REMOVE AFTER NOT TO SCALE
<br />CONCRETE HAS CUREED AND
<br />FILL JOINT WITH SEALANT JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1/2" JOINT
<br />° v d WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br />'.4
<br />1/2" EXPANSION JOINT PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" 1 /4" RADIUS TOOL EDGE
<br />. .v MATERIAL SHALL COMPLY
<br />WITH ASTM D1751. JOINT OR EQUAL. 1/2" NEW PAVEMENT EXISTING PAVEMENT DEEP
<br />FILLER CAST IN PLACE INSTALL "SNAP CAP" OR
<br />d
<br />________ EQUAL, REMOVE AFTER
<br />d CONCRETE HAS CUREED AND
<br />N
<br />v a .. d a. a
<br />FILL JOINT WITH SEALANT
<br />z
<br />EXPANSION CONSTRUCTION JOINT AT DISPENSER ISLAND (TYPICAL). "MIN. FIBER w d v d 1/2" EXPANSION JOINT
<br />REINFORCED CONCRETE L� a MATERIAL SHALL COMPLY WITH
<br />NOT TO SCALE
<br />FORMLESS CONCRETE USLAND 3'-0" SECTION
<br />SCALE: 1"=l' -O"
<br />DRIVE SLAB. SEE > w 4 4 ASTM D1751. JOINT FILLER
<br />SPECIFICATIONS ABOVE. w v a CAST IN PLACE
<br />d ' ° DRILL EXISTING CONCRETE
<br />EXPANSION JOINT FOR DOWEL PLACEMENT
<br />RADIUS TOOL EDGE 3/4" DIA. X 18" L. GREASED OR
<br />COATED STEEL DOWEL @ 18" O.C.
<br />-ALL "SNAP CAP" OR EQUAL,
<br />OVE AFTER CONCRETE HAS
<br />'EED AND FILL JOINT WITH
<br />LANT
<br />EXPANSION JOINT MATERIAL
<br />ALL COMPLY WITH ASTM D1751.
<br />JT FILLER CAST IN PLACE
<br />6" MIN. FIBER REINFORCED
<br />CONCRETE DRIVE SLAB. SEE
<br />SPECIFICATIONS ABOVE.
<br />NOT TO SCALE
<br />JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br />WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br />PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX"
<br />OR EQUAL. 2" DEEP
<br />CONTROL JOINT (SAWED)
<br />NOT TO SCALE
<br />W
<br />I
<br />I
<br />SAWED JOINT 1/4" X 2" DEPTH
<br />WITH FLARED EDGE EASER
<br />ONOTE: INDICATES ITEMS FOUND ON
<br />XX MATERIALS LIST SHEET M.5.3.01 & M.5.3.02
<br />CLIENT:
<br />bp
<br />ARCO
<br />BP WEST COAST PRODUCTS, LLC
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />10
<br />11
<br />0
<br />SEAL:
<br />FESS /0
<br />NO. 36475
<br />* XP. 6-30-22
<br />C/o-
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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 />TANK SLAB CONCRETE SPECIFICATIONS
<br />AND IDENTIFICATION MARKING DETAILS
<br />SHEET NO:
<br />M,5,3,26
<br />
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