Laserfiche WebLink
EXISTING CURB -TO -CURB STREET CROSSING WIDTH <br />CITY RIGHT C.L. CITY RIGHT <br />OF WAYOF WAY <br />9' 20' 20' 9' <br />a4m 6.1 N I ZA <br />REDUCED CURB -TO -CURB STREET CROSSING WIDTH <br />CITY RIGHT C.L. CITY RIGHT <br />OF WAYOF WAY <br />16' 13' 13' 16' <br />"1'131 a14m: <br />LEGEND: <br />o - PORTLAND CEMENT CONCRETE. <br />- THICKNESS OF STRUCTURAL SECTION SHALL BE BASED ON TRAFFIC INDEX AND SOIL ""R"" VALUE <br />DETERMINATIONS <br />AGGREGATE BASE.. BUT IN NO CASE SHALL BE LESS THAN 3" OF ASPHALT CONCRETE OVER G" OF <br />OR 6" THICK CLASS 560-A-3250 PCC. <br />- ALL WORK SHALL BE DONE WITHIN CITY RIGHT OF WAY. <br />- A FULL DEPTH ASPHALT CONCRETE PAVEMENT DESIGN IN LIEU OF AGGREGATE BASE MAY BE <br />SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. <br />- WHERE TRANSVERSE ROADWAY SLOP IS USED, THE CROWN HEIGHT SHALL BE NOT LESS <br />THAN 0.40' ABOVE THE GUTTER FLOW LINE ON THE HIGH SIDE. <br />- SEE STD. PLAN NO. 1104 FOR SIDEWALK DETAIL. <br />- SEE STD. PLAN NO. 1101 FOR CURB AND GUTTER DETAIL. <br />- MAXIMUM STREET GRADE BREAK SHALL BE 0.5% OTHERWISE VERTICAL CRUVE SHALL BE USED. <br />APPROVED= DATE= <br />CITY ENGINEER <br />DATE I REVISION <br />CITY OF SANTA ANA o i4o" <br />PUBLIC WORKS AGENCY <br />TYPICAL BULB OUT pU.N <br />CROSS SECTION NUMBER <br />SHT. I OF <br />