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SANTA FE ROAD <br /> ROAq INDE% FILE YEAR .Y•EET TOTAL <br /> NO. HIiCETS <br /> 376 1 D35-839 I L1962 1 3 <br /> Const.G R/W <br /> 40' 40' <br /> I <br /> 21 ' 3� 4 0.21'X24' Asphalt Concrete 4 3 21 ' <br /> A.C. Shld. A.C. Shld. <br /> 1.5 1.5# <br /> T � <br /> N f� <br /> O O <br /> 2 % 2 % <br /> 7 <br /> 0.12, 0.50' Agqreqate Base 0.12 >% <br /> plot" ?;> <br /> TYPICAL C <br /> SECTION <br /> FROM TO <br /> STA. 182 + 50 STA. 192 + 50 <br /> Const.G R/W' <br /> 40 40' <br /> VAR. 4 0.21X24' Asphalt Concrete 41 3' 21 ' <br /> A.C. Shld. A.C. Shld. <br /> 51 14 ' <br /> lV l_ <br /> OO <br /> r7 A.1 3 / f=Y!'^ 5 "l. Min. e E $E . E E f •I •..e• e • 8.t•.a e: <br /> a R. 012' 0.50 Agqreqate Bose 0.121 CX Notes: <br /> >i <br /> — �--6= 1 Max. 2 : Dimensions are subject to tolerances <br /> specified in the Standard Specifications <br /> TYPICAL DCompact original qround as per Section <br /> SECTION 19-5, State Standard Specifications <br /> FROM TO (90% compaction in lieu of 95% specified) <br /> STA. 149 + 30 STA. 152 + 00 <br /> STA. 181 + 50 STA. 182 + 50 <br /> REFERENCE COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> SANTA FE ROAD <br /> TYPICAL CROSS SECTIONS <br /> DRAWN: APPROVED DATE DATE <br /> 01 <br /> R.Mullms 2-?- 62 <br /> Np DATE _ DESCRIPTION APPRD.. SGA4E�,_"--- "._—_—__— "—�—�� DRAWIMG NO. <br /> REVISIONS 1"= it D H. BRADLEY R.E.WORKS <br /> Y DIRECTOR OF PUBLIC WORKS <br />