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r10. HOSE REEL SHALL FACE AT A 45 DEGREE …. TANK SLOPE IS LESS THAN OR EQUAL TO 5 INCHES FROM FRONT TO BACK.\r10. HOSE REEL SHALL FACE AT A 45 DEGREE ANGLE TO THE NW OF THE CENTER

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Page 1: r10. HOSE REEL SHALL FACE AT A 45 DEGREE …. TANK SLOPE IS LESS THAN OR EQUAL TO 5 INCHES FROM FRONT TO BACK.\r10. HOSE REEL SHALL FACE AT A 45 DEGREE ANGLE TO THE NW OF THE CENTER
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FINISH GRADE OF SLAB SHALL MATCH EXISTING
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OWNER SHALL SUPPLY THIRD PARTY TESTING
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ENGINEER
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THESE NOTES APPLY TO THIS PHASE OF CONSTRUCTION
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LINE OF EXISTING BOLLARDS EAST SIDE OF TANK
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NEW TANK LOCATION
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FOUNDATION AND SLAB TIE-IN DETAIL
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FOUNDATION AND SLAB TIE-IN DETAIL NOT TO SCALE
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20" #4 DOWEL @ 4' OC ALONG INTERIOR WALL TIE-IN
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1. DRILL AND EPOXY 20" #4 DOWELS @ 4' OC TO TIE-IN NEW 6" SLAB TO EXISTING BOLLARD FOUNDATION, EMBED DOWEL 8" INTO CONCRETE FOUNDATION AND 12" INTO NEW 6" SLAB. 2. CREATE A 12" BY 24" CONCRETE HAUNCH ALONG LONG EDGE OF THE EXISTING 100 LL AST TANK BOLLARD FOUNDATION. 3. EXISTING OUTSIDE BOLLARD CORNERS: DRILL AND EPOXY 3, 20" #4 DOWELS, EVENLY SPACED, EMBED EACH DOWEL 8" INTO EXISTING BOLLARD FOUNDATION. 4. 1/2" ASPHALT EXPANSION FILLER REQUIRED AT ALL CONTACT POINTS. DWG. BY GREG PARRS 3/16/18
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CONCRETE HAUNCH
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6" 3,500 PSI CONCRETE
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6" COMPACTED AASHTO #57 STONE
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3.5'
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2'
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4'
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TOP OF BOLLARD
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Polygonal Line
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Polygonal Line
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9. TANK SLOPE IS LESS THAN OR EQUAL TO 5 INCHES FROM FRONT TO BACK. 10. HOSE REEL SHALL FACE AT A 45 DEGREE ANGLE TO THE NW OF THE CENTER LINE OF THE TANK.