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z� <br /> AWWWWr <br /> 0.25' A.C. 0.25' A.C. 25' 26' 0.25' A.C. <br /> OVERLAY E E 25' OVERLAY Trans. Trans. OVERLAY <br /> 0 00 25 ° ° Trans. 0 •5' ■5' <br /> CD <br /> + + Trans. o o • +0D o 0 <br /> N U U 2 N + <br /> ■20, 1 1 N M <br /> (n N 00 0 OM N o � m 25� W <br /> Sta. 21+97 (Lt.) + vI Trans. z <br /> w Place 18" Dia. Storm N Sta. 22+36± (Lt.) + + o o w <br /> � N N o Adjust existin SDI 't 't � e • <br /> i � Drain Inlet with 2-10 L.F. M Un 1 g o 15' > <br /> o W +M 35' (20 L.F. Total) of 12" Dia. ° o + to grade as directed o o o o Q <br /> N N N by Engineer. -� - N ,n <br /> �o Trans. Alt Pipe (Type A). N Payment to be at In N 0 Const. + �� + 0 Y <br /> i s <br /> owaa,c <br /> 1 +1 o * • I <br /> �* <br /> o o <br /> N <br /> N N <br /> 00 00 <br /> Force Account. <br /> UU oZ Refer to S.J.Co.Std. o KT6 <br /> Z0 ■25No. CW—D14 & CW—M7. z <br /> O <br /> V) o o v <br /> Abandon existing N N <br /> 12" dia. CSP. + + <br /> o * p O 10 <br /> N <br /> 04 <br /> N H <br /> 48 <br /> N 41 N 1Z 241 -H00't Abandon existing N <br /> 12" dia. conc. pipe Sta. 22+36 (R <br /> 1 50' <br /> Place <br /> 18" Dia. Storm Drain <br /> H I N K L E Y Sto. 21+97 (Rt.) �^ Inlet with 2-10 L.F. �� AVENUE <br /> Place 18" Dia. Storm (20 L.F. Total) of 12" Dia. <br /> i ar W Alt Pipe (Type A). Z <br /> Drain Inlet with 10 W O <br /> L.F. of 12" Dia. Alt. ZZ Refer to S.J.Co.Std. �- I- <br /> 0� W No. CW—D14 & CW—M7. O W <br /> Pipe (Type A). O > Z W <br /> Refer to S.J.Co.Std. 11 Q WV to remain in place. _ � <br /> No. CW—D14 & CW—M7. <br /> Q Cf) LEGEND <br /> 3 ■ Limits of Asphalt Concrete Pavement Planing <br /> NOTE: <br /> SDI Elevations will be 7o8' Depth of Asphalt Concrete Pavement Planing <br /> � determined by the Engineer. <br /> Variable Depth Asphalt Concrete Overlay <br /> rn R Conform to Existing Radii <br /> 'k Abandonment of existing cross—drains to be <br /> Z paid by Force Account as directed by Engineer. <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE: NONE PVgN EAST STOCKTON STREETS RESURFACING Sheet No. <br /> (Hinkley Avenue: Main Street to Rick Avenue) 8 of 13 <br /> DRAWN BY DAT 7 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE P ECOMMENDEDDATE <br /> Tony Rio 1% "If tl a I A <br /> 626 ��.�� .z �/B <br />