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Home My WebLink About210.00TEMPORARY CAP AT EDGE OF RIGHT OF WAY, UNLESS OTHERWISE R/W LINE DIRECTED IN CONTRACT al, all a.I al, .\II VIII \Ir yl .\Ir all ,\II I\r CONCRETE SIDEWALK PLANTING _ STRIP all \\Ir alr alr \ I Y al. til 24, all all \\I/ all al \\II D. 4" DRAIN PIPE EXP. JOINT � all mr .Ilr \I, Lu a a.. \II VII J \I/ W all all .u' Z alr Vu � all ,\.l al, av N all �\Ir I\II all �\II all �II \I \\II CONCRETE CURB — TYPE MAY VAR ROADWAY EXP. JOINT WITH 3/16" 1 1/2" JOINT MATERIA (REINFORCEMENT NOT SHOWN) PLAN WIRE MESH Z v Al 2 'v CL p WIRE MESH REINFORCEMENT 4" DRAIN PIPE 12„ 6" 6 x 6 W4.0 x W4.0 (4 GAGE) 4 x 4 W2.9 x W2.9 (6 GAGE) (SEE STD. SPEC. 9-07.7) SECTION A '' 1/2" MINIMUM COVER CONCRETE SIDEWALK PLANTING STRIP al, CONCRETE CURB — TYPE MAY VARY ROADWAY " Ali INVERT OF DRAIN SHALL BE AT OR ABOVE GUTTER LINE ISi Ali C - RNV LINE 4" DRAIN PIPE CAPPED AT EDGE OF RNV r,il .til + � 0�Y + PUBLIC WORKS DOWNSPOUT STORM STD. PLAN - 210.00 DEPARTMENT DRAIN, UNDER SIDEWALK �N,�p MARCH 2008