Laserfiche WebLink
92]29 <br /> 5'-C <br /> Posts 0 8" x8" D. <br /> F. Blocks B 3'-/fc"CC, sfs 6 Blochs �a <br /> 6„ Y g'• p. f Po s„ 6 - <br /> 6�” <br /> PGC Rai/ <br /> PCC Curb / <br /> I 37'-6" MB. G. R. <br /> Existing ^ <br /> Bridge i r ('SRA 77C-/, A 77C-2 <br /> I N <br /> Peltier Road -low <br /> i <br /> I ' <br /> I N <br /> PCC Cui6 I <br /> r9p, <br /> PCC. Roi/J `J <br /> 6"r Tenviri'a/ Section (Type A) (S.P. A. 77C-/) <br /> 24" x79 Steel Post 8 0,c'o 7 each end of a// rails <br /> Concrete Fooling 'Glocki a <br /> /Typ.) (S.R A. 79-D) �Yc� NOTE Guard roil approaches are the <br /> same For each end of the <br /> bridge with respect to <br /> direction of tra FFic. <br /> GUARD RAIL APPROACH DE7AIZS <br /> MOKEI UMN,E RIVER BRIDGE No. IJ79 <br /> Conform � E. P. <br /> m T <br /> r T y <br /> m p <br /> n t:t <br /> 3 <br /> n' L .Exist. Width � —Conform <br /> /2' Min. � Conform <br /> *R= Con Form b Existiny Radii <br />$ 7 YP.E D TYPE E <br /> m O.Pf'Aspha/t Concrete over ehopad Variable Depth Aspholf Concrete <br /> m and compacted native material over existing paved driveway <br /> rXRICAL ORIVZWAYS <br /> z. COUNTY OF SAN J OAQ U I Ntvo seAL E eoNsrRueTioN DErAI�.s PELTGER ROAD Sheet No. <br /> Davis Road to Lower Sacramento Road --lL Road--1of <br /> Drawn By Date Project Engineer Date I Checked By Date I Approval Recommended By Date I Deputy Director Date <br /> vs. <br /> 6185 � I%5 <br />