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~ 3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE ~ A SLOPE OF 3:1 OR FLATTER.
CITY OF DURHAM PUBLIC WORKS DEPAR
5 THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL o ) ~ (NOT TO SCALE)' STEM AND #4 BARS @18 CENTERS F®R THE HEIGHT OF THE WALL WALL APPROVED
° b) THE BENT REBAR AT THE ENDS OF THE #4 @ 18" BARS SHALL BE PLACED IN A ENGINEERING
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Y 8) FOR THE FOOTING ITSELF. THE REINFORCING SHALL BE 2 #5 BARS @ 12" CENTERS.
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TRAIL ~Q~oFEss/oV _ s SEAL LEVEL 22560
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REV. No.: REVISION. DESCRIPTION: BY: DATE: ~ EM a 08110 ti,l ~C~~ ~1~2 SUITE 1500 Q
N ~ W RALEIGH NC 27601 1 8 6 9 PROJECT NUMBER: DRAWING NUMBER:
N ~ ~ a TH a O8r1O CITY OF MEDICINE LICENSE N0. F-0165 E-2921 E DI