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0.35' A.C. Overlay (See Sheet No.5) <br /> Const. Gutter Grade <br /> Conform to Existing ditch flowline. E.P. Conform to Existing ditch flowline.� <br /> - I — — I I— — I — 1 _ — � 1 <br /> 7 79 80 81 82 83 8 85 <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> — — — — — — — — — <br /> Elev.=50.00' � ky,. ("y�'�(`\r'1 [^I AJR "'• E.P. -- Elev.= 49.70' <br /> Assumed M. H/'Pf, . v -- -' <br /> ..ccam�.. p ��✓ Const. <br /> N iY No. 21258 . - _- -- <br /> IN, 9-M-01 24', G Jzz� <br /> Limits of Clearing and Grubbing <br /> "rlf. CMI R� g <br /> CALIFrj Eorthwork ('Mist. areas <br /> 4 4' 16' <br /> Conform .. <br /> N o Gutter Grade <br /> ,. Exist. ditch flowline 22'-24'(Lt.) from Roadway Center Line "-"- _ <br /> n Shoulder acking <br /> o Exist. Edge of Pavement cutter Grade CROSS SECTION <br /> Existing Roadway Center Line <br /> 50.00 Sto. 78+00 to Sta. 84+75 (Lt.) E0.00 <br /> 0.75 .... .... .... .... .. .. ... .. .......... .... .... .... .... 0.75 <br /> r- — — <br /> ri77 <br /> Q 0.50 <br /> E <br /> .25 <br /> 225 '���� �.. . . .. .. .... _>� %.' ... _. ._.0 0 <br /> v. ... .. . .... . .......... .. . ... . <br /> j /... <br /> N a9.10 — - - - - 49.10 <br /> 49.00 <br /> f 49.001 <br /> m 78 79 80 (Level) 81 82 83 84 +75 <br /> Vert. scab: 2"-1.0' <br /> o Harz. scale: 1'=50' <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AI: PROFILE urha ROAD RESURFACING meet No. <br /> Murk Rood to Santa Fe Rood 4 of 16 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBIAMED DATE APPROV L RECOMMENDED DATE <br /> �AfJc r.�,;, �,,.. /(...E4 e.0"4 Woo r� !i 4VA, <br />