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R&D Exist. Railing and Posts. <br /> See page 2, Note No. 11 <br /> Terminal Section Type A <br /> Refer to S.P. A778 (Typ.) <br /> MBGR MBGR MBGR MBGR <br /> -A 12'6" 25' 25' 12'6" <br /> TYp Sf <br /> 6'-3" - conform Earthwork 7Areas <br /> A See S.P. A777 for details. <br /> 3. 118% Slope <br /> i <br /> v M; 4' Offset <br /> p m A <br /> m <br /> n TT n <br /> O m r <br /> o N N See Details this sheet. d Toenail with 2-16d <br /> Galv. nails in top of block 5/8"0 Button head bolts <br /> m <br /> di �, with he <br /> nuts and <br /> cut washers, <br /> ml ----288--- /\J <br /> v O1 6" X 8" X V-2- <br /> Wood Block <br /> V <br /> V m \\\ <br /> 0 6" X 8" X 5'-4" <br /> p Wood Post <br /> m \` <br /> A \\ <br /> o \\ <br /> SECTION A—A <br /> vv Refer to S.P. A77A <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS BIRD ROAD RESURFACING sheet <br /> Q (500'3 8 N/0 Durham Ferry Road to Ahern Road) 6 of 8 <br /> DRAWN BY I DATE PROJECT qENGINEE,R, DATE CHECKED DATE SUBMI D DATE APPROVAL RECOMMENDED DATE <br /> �iHiywe.�'slwa 12/01 �sNsx . n�Je.� /7�K <br />