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Last modified
10/14/2024 1:36:54 PM
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10/14/2024 1:36:50 PM
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COUNTY OF SAN JOAQUIN <br />to PLAN <br />AND <br />PROFILE, <br />NORTH HWY. 88 <br />STA. <br />0+30 <br />TO STA. <br />12+74.45. <br />ABBREVIATIONS <br />A.B. <br />Aggregate Base <br />A.C. <br />Asphalt Concrete <br />A.C.. <br />Asbestos Cement <br />Alt. <br />Alternative <br />A.S. <br />AM <br />Aggregate Subbase <br />Bit. Cd. <br />Bituminous Coated <br />5 CL <br />mm Center Line <br />C" ' P. <br />Concrete Pipe <br />C.S.P. <br />Corrugated Steel Pipe <br />C.S.P. <br />NO. DRS CRUMON <br />DRIN BY CHKD BY APP By DATE <br />Drain Inlet <br />Dr. <br />Driveway <br />E.P. <br />=Edge of Pavement <br />N,R,C.P, <br />PROJECT ENGINEER DATE <br />SENIOR ENGINEER DATE APPR VAL CO ED BY <br />DATE <br />Flow Line <br />L.F. <br />Linear Feet <br />M.H. <br />Manhole <br />0 G. <br />Original Ground <br />P.C.C. <br />Portland Cement Concrete <br />F NA_M_ <br />U NAME <br />DRAWER SHEET NO. C.A.D. FUS <br />P/L <br />Property Line <br />P. .S. <br />CLEMENT\ Ts-MeSHT <br />R,C.P <br />ABBREVIATIONS <br />A.B. <br />Aggregate Base <br />A.C. <br />Asphalt Concrete <br />A.C.. <br />Asbestos Cement <br />Alt. <br />Alternative <br />A.S. <br />AM <br />Aggregate Subbase <br />Bit. Cd. <br />Bituminous Coated <br />5 CL <br />mm Center Line <br />C" ' P. <br />Concrete Pipe <br />C.S.P. <br />Corrugated Steel Pipe <br />C.S.P. <br />= Corrugated Steel Pipe Arch <br />16 <br />D.I. <br />Drain Inlet <br />Dr. <br />Driveway <br />E.P. <br />=Edge of Pavement <br />N,R,C.P, <br />Non—Reinforced Concrete Pipe <br />F1 L <br />Flow Line <br />L.F. <br />Linear Feet <br />M.H. <br />Manhole <br />0 G. <br />Original Ground <br />P.C.C. <br />Portland Cement Concrete <br />Pen. Tr. <br />= Pentration Treatment <br />P/L <br />Property Line <br />P. .S. <br />Plant Mixed Surfacing <br />R,C.P <br />Reinf orced 'Concrete Pipe <br />R & D <br />Remove and Dispose <br />R & S <br />Remove and Salvage <br />R/W <br />Right of Way <br />S— r. <br />Side Drain <br />X—Dr. <br />= Cross Drain <br />WX <br />Walkway <br />S.P. <br />, <br />Standard Plans <br />
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