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NO. <br />115 <br />110 <br />105 <br />100 <br />115 <br />110 <br />105 <br />100 <br />REVISIONS <br />DESCRIPTION <br />Siu-o <br />31441 <br />9+00 <br />DATE I BY BENCHMARK ELEVATION: <br />* Crown line can be moved to within 7' <br />of outside curb. <br />SCALE HORIZ. <br />: AS SHOWN <br />SCALE VERT. <br />: AS SHOWN <br />DRAWN <br />Rcg 1 50' min. OD <br />DESIGN <br />EFS <br />CHECK <br />EFS <br />19�� <br />115 <br />115 <br />2 <br />x,% <br />/4) <br />Gq r ' <br />-,rte <br />Right of woy <br />q Tp <br />` <br />-110 <br />110 <br />- -- --- ---- <br />----- <br />THE CONTRACTOR SHALL VERIFY THE DEPTH OF BASE <br />/p <br />AT THE KNUCKLE. THE ELEVATIONS SHALL BE ADJUSTED <br />AS REQUIRED TO PERMIT THE CONSTRUCTION OF THE <br />90 <br />STRUCTURAL SECTION TO THE REQUIRED DEPTH. <br />i <br />105 <br />105 <br />- <br />- <br />G <br />1v,5 ,,2 <br />�—A <br />100 <br />100 <br />9+50 <br />115 115 <br />110 110 <br />105 105 <br />Horizontal Scale / "ffi IR' <br />Vertical Scale <br />100 100 <br />JOB N0. <br />DATE : <br />SCALE HORIZ. <br />: AS SHOWN <br />SCALE VERT. <br />: AS SHOWN <br />DRAWN <br />DLJ <br />DESIGN <br />EFS <br />CHECK <br />EFS <br />EARNEST F. SMITH - CIVIL ENGINEER <br />�c <br />N3-31 t <br />Exp.3—�1 5355 SOLARI RANCH ROAD PHONE (209) 931-1375 <br />e, <br />CIV11.STOCKTON, CALIFORNIA 95215 <br />of cr:� <br />DATE: SIO—�� <br />�.�. R.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3 4-3r-0'� <br />10+00 <br />115 <br />110 <br />105 <br />100 <br />115 <br />110 <br />105 <br />100 <br />VALLEY CREST ROAD SHEET 6 q <br />ROADWAY of /8 <br />FILE NO. <br />