Laserfiche WebLink
0.21' A.C. Overlay --- <br /> �Z� E.P. <br /> N N <br /> N 108 109 110 111 N <br /> / y. <br /> 3 JP � Flowline of ditch E.P. N JP i3-- <br /> 0 <br /> S <br /> + _ Limits of Earthwork Miscellaneous Areas (Type 1). Refer to sheet 3. <br /> a <br /> N <br /> N <br /> n <br /> O <br /> Ip <br /> / 75' O <br /> A.C. Trans. 3 <br /> N N <br /> �35'�. j <br /> �Z <br /> 0.21' A.C. Overlay - _ + <br /> + o I I <br /> Contractor to clean existing pipe, straighten and reshape end ---moo <br /> zof cross-drain. Cost for straightening and reshaping existing <br /> > pipe will be paid by the Cleaning Existing Drainage Facilities JP 1 \ <br /> m Item of work. <br /> E.P. �JP JP ++ R I m <br /> v m O Zl <br /> 112 113 114 �, 115u µ`i' <br /> N _------------------ 7FIowline <br /> — 7; <br /> _— I <br /> 0_ � pPlace 36" Dia. Storm Drain Inlet�� A <br /> � <br /> i <br /> of ditch Sta. 115+57 (19.5' Rt.) <br /> See detail on Sheet 9 o j <br /> n , + <br /> N � <br /> CX) <br /> u,l II I <br /> z U + <br /> mlimits of Earthwork Miscellaneous Areas (Type 11). Refer to sheet 3. + <br /> m END OF PROJECT <br /> z <br /> 0 <br /> 1 <br /> COUNTY OF SAN JOA UIN NO SCALE PLANS MURPHY ROAD RESURFACING sheet <br /> Q (Milgeo Avenue to River Road) 7 of 1 11 <br /> DRAWN BY 7ATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> %9 Y,,e,4 7;+—inn /e/a3roAs e3 <br />