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Const: <br /> *Limits of C/ear�S oisd Gru66:ry <br /> 4 4, *4, /Z, /Z, 4• 4, 4' <br /> 24' Pavement Rainforchy fahric <br /> I <br /> 9: <br /> Var I _ Vac Var. vor: <br /> Conform gar. g ,a B:%- Vor Conform <br /> Shoulder Bockiag 0.25 Asphalt Concrafc Ovarloy <br /> (TYp ) Existing Raadway #8'- S7a. 992+50 <br /> TYPICAL SECT/ON fo sta. 995tG5 <br /> Limits of Moi/hox <br /> Rc/oeofion Sfo. 943105 to Sfo. /099100 <br /> (Excludin_y Bridges) <br /> q <br /> Const. <br /> i <br /> L%Tits of C/aor:n9 and 6ruhbin� ��QEE$.SYL._ <br /> No. 21256 A <br /> Ew 9.7989 <br /> Cjvi� \? <br /> A OF CAUE� <br /> >0 <br /> 0.04 ' - A. C. f Var. Vo r. <br /> D (rreyp. ) yoVal" <br /> z <br /> — — — — — — — DESIGN DESIGNATION <br /> Existing l?C.C. Bridge Dack 0.1 5' AsphaP Concrete Overjoy <br /> Existing Bridge (20 yaar - 20/0) <br /> a Railing fo ramain ADT = 4,000 T= /0 y, <br /> E in p/oca . (Typ.) <br /> TYPICAL SECT/ON D.H. V. = 400 V = 60 M..P. H <br /> A Bridya lVo. 1263 z Brid9m No. 1265 D = 5/ <br /> NO SCALE TYP/CAL SECT/ON JACH TONE R04a Sheet No. <br /> COUNTY OF SAN JOAQUIN z of 10 <br /> I+yildwood Rd. to Mori oso Rd:,. <br /> Drone 9y Data I Project Engineer I Dat. I Checked Date Submitted Data ommsndsd Date _ <br /> ✓. Q rwQan. i/1'b' 'z/8e 8- - .,..-I- lz/88 7/lcvwt! ik. /__ 4._ Z'�B9 <br /> I I <br />