Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
50'A.C. <br /> Trans. 0.33' A.C. Overlay <br /> N OO <br /> Of <br /> EEO 24 Conform L Const. <br /> 0.00' <br /> V o <br /> Q C <br /> 0 <br /> O �- <br /> N <br /> Exist. Steel Pipe to °c Place 24"0 x 8' Pipe <br /> i remain in place u connect to existing <br /> for detail see Sht.# 5 <br /> • 53' I R. & D. Exist. <br /> 15'y A.C. Dike <br /> Exist. headwalls to Shoulder Hinge <br /> E ,p Femain in ploce(Typ.) Point (Typ.) E.P. <br /> o 4'(TYp-) <br /> C <br /> z „ <br /> O <br /> V <br /> O a 10 11 23 24 <br /> 0 <br /> 9 YuY <br /> a Union Rood rnV <br /> 4 (TYPO <br /> i — — Telephone Cylinder E.P. <br /> c Shoulder Hinge <br /> o 'v to remain in place o ( yP ) g <br /> R. & D. Exist. Point TA.C. Dike O <br /> V N LEGEND <br /> Q � <br /> 'fl ZO <br /> ju ® Variable Depth Asphalt Concrete Overlay- <br /> FO-00-11 <br /> verlay. <br /> J O Conform ® .00 Depth of Asphalt Concrete Pavement Planing. <br /> 24' ■ Limits of Asphalt Concrete Pavement Planing. <br /> a ;= R Conform to Existing Radii. <br /> BEGINNING OF PROJECT o Direction of Flaw <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN UNION ROAD RESURFACING Sheet No. <br /> (Trahem Rood to West Ripon Road) 3 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMnTED DATE/ APP L COMMENDED DATE <br /> 6... ...s .Y.Lo ///99 Si- —/L✓�''l r9/1/� ly <br />