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fE <br />lul� <br />G) <br />14 <br />14 <br />C` <br />qj <br />14� <br />0, <br />��� ® h. (� fl-.� , �� <br />Q� <br />0) <br />0 (D <br />ko <br />'0- <br />layer pile 4dvds i W/x- <br />Refell- /67 <br />Cl- <br />Z617�71,� 50' <br />A <br />-- iz- <br />N. <br />14 <br />i <br />10 <br />64 <br />k7m <br />c <br />'0 <br />0 <br />0 <br />e <br />%,4 <br />> <br />91) <br />�77777777-' <br />4Z7Z-V14,r10A1 <br />D OL PHIN DE FAILS <br />-L,- S�/-!O# <br />ca/c:4 <br />B. N <br />,51* 5,01kc 117 /0,0 Z7 slamp <br />5/01- /0 f <br />-91 ll-,*13 <br />VK <br />wx/h <br />IL <br />7N- - -43 <br />15zc-11-01v4-A <br />AlarIA-.1 <br />O IIICIALales 0//,f,:5- 60h4Ct-Cd 1-74 <br />X-SJ-FAS <br />WALNUT GROVE ROAD <br />FED. ROAD STATE PROJ. NO. FISCAL <br />DIV NO'- - "A" <br />SHErT TOTAL <br />Na - VIEEYS- <br />7 CALIF S900(5) <br />7 14 <br />L-4dIS-GE ENGINEER CIVIL ENGINMER-LICENSK 5365 <br />-0 <br />LZ <br />OD <br />04 <br />6 <br />Q) <br />(-f) <br />GENERAL NOTES <br />SPECIFICATIONS: <br />DESIGN: A. A,,S. H. 0. DATED 1953 WITH SUBSEQUENT REVISIONS, AND BRIDGE <br />DEPARTMENT SUPPLEMENT DATED 1953. <br />CONSTRUCTION: STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, DATED <br />AUGUST 1954 AND THE SPECIAL PROVISIONS. <br />LIVE LOADING,• H2O-SI6-44 <br />UNIT STRESSES: <br />REINFORCED CONCRETE: FS = 20,000 P S. I., <br />FC = 1,200 P. S. I., <br />N = 10 <br />PILE LOADING: 45 TONS. TYPE: REINFORCED CONCRETE <br />REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF EAR AND IS 2" TO MAIN <br />REINFORCEMENT, EXCEPT AS NOTED.- BACKING FOR HOOKS IS FOUR DIAMETERS, <br />EXCEPT AS NOTED <br />WHERE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 20 <br />DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON THE PLANS. <br />REFER TO SHEET 7 FOR PRESTRESSING NOTES. <br />X <br />NEW HUT' SY10GE <br />4s-ross S(buth Fork 411okelutme diver <br />SAN JOAQUIN COUNTY 7N-) <br />f CUNDATION PLAN <br />L. H HRA DL E Y Count ROGd CO 177mlsslone, ,y <br />5 7 7 Dlzmv 07e d g�-Ivye mo <br />-9, slleel,5- <br />STATE NO. 29C-0 10 <br />