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O 10 20 <br /> SCALE IN FEET <br /> Place Wood Posts R No. C2334 <br /> Approach Railing Exp, 12-31-M \t <br /> Place Terminal System Transition (Typ.) 9�i' vl\- g� <br /> (Type ET), Typ. Refer to <br /> Refer to 1999 R.S.P. S.P. A77J /l <br /> A77M for details. I for details. <br /> 50 31' End Section (Typ.) <br /> Refer to S.P. A77J <br /> Existing A.C. Dike <br /> 0 <br /> i <br /> i <br /> I <br /> I-Existingl A.C. Dike ! p p <br /> -- <br /> - - - - - - - <br /> q CONSTRUCTION \ \ <br /> ti STA. 415+00 \ <br /> Howard Road \ STA. 419+00 rCE CONSTRUCTION <br /> \ _ LLL <br /> w > Bridge No. 29C-231 <br /> F T <br /> 2 m ----_. \ �\ <br /> o m Al l <br /> R I Existing <br /> LExisting A.C. Dike ` N !A.C. Dike <br /> t —• <br /> u <br /> R & D existing curved metal <br /> tube approach railing (Typ. NW <br /> R & D existing metal & SE corner). Refer to Sheet 2 <br /> tube approach railing F for typical approach rail connection <br /> A (Typ. NE & SW corner). detail with metal box spacer. <br /> See Sheet 2 for details. <br /> VI <br /> N m <br /> COUNTY OF SAN JOAQUIN SCALE AS NOTED GRIDPLANILING HOWARD ROAD RESURFACING Sheet <br /> (Roberts Road to Wolfe Road) 6 of 9 9 <br /> DRAWN BY I DATE IPROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 1S/7/01 fl cK AL1 O 8 <br />