Laserfiche WebLink
OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />L <br />INDEX OF <br />SHEETS <br />SHEET <br />N0.1 <br />TITLE SHEET <br />SHEET <br />N0.2 <br />WQU 1,4 1WS01V <br />GENERAL LAYOUT PLAN <br />PEACH <br />AND GENERAL NOTES <br />SHEET <br />NO. <br />3-15 <br />PLAN <br />SHEET <br />N0. <br />16 <br />CONSTRUCTION DETAILS <br />W A.C. <br />Asphalt Concrete <br />AND' NOTES <br />SHEET <br />N0. <br />17 <br />CONSTRUCTION NOTES <br />OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />L <br />TO BE SUPPLEMENTED BY STANDARD <br />M <br />No, 21258 <br />Exp. 9.30-99 <br />IV <br />OWN <br />'0 <br />NVA r1E, R <br />TO BE SUPPLEMENTED BY STANDARD <br />M <br />No, 21258 <br />Exp. 9.30-99 <br />IV <br />OWN <br />'0 <br />ABBREVIATIONS <br />WQU 1,4 1WS01V <br />PEACH <br />A.B. <br />Aggregate Base <br />W A.C. <br />Asphalt Concrete <br />Z <br />X. <br />A5bestos Cement Pipe <br />14 <br />13 <br />z <br />16 A.S,, <br />Aggregote Subbase <br />z <br />Bit. Cd. <br />Bituminous Coated <br />N1 <br />Center Line <br />T 2 S R 6 E <br />VE R I TAS T2 C.P. <br />Concr0e Pipe <br />C,Sa. <br />Corrugated Steel Pipe <br />2 3 <br />24 <br />2 <br />21z <br />C.&PA, <br />Corrugated Steel Pipe Arch <br />.I® <br />Drainage Inlet <br />Dr <br />Driveway <br />WEST <br />RIPO E.P. <br />Edge of Pavement <br />26 <br />ts <br />30 <br />N, R, C. R <br />Non- Reinforced Concrete Pipe <br />29 <br />26 <br />RAO <br />Flow Line <br />p E Q N L__j <br />L 1 <br />L. F <br />Linear Feet <br />_P <br />-M. <br />H. <br />Manhole <br />O.G. <br />Original Ground <br />35 <br />36 <br />31 z <br />32 <br />33 P C.C. <br />Portland Cement Concrete <br />0 <br />Pen. T r. <br />Penetration Treatment <br />z <br />Property Line <br />z P. K S. <br />Plant Mixed Surfacing <br />T ErM <br />R,C�P. <br />12 <br />Reinforced Concrete Pipe <br />QIVEQ JUNCTION <br />4 R 8 D <br />E <br />Remove and Dispose <br />_SR <br />R a,S <br />Remove and Salvage <br />L NNE A R/W <br />Right of Way <br />....Dr. <br />0 S <br />Side Drain <br />2 7 S. Pa <br />Standard Plans <br />X -Dr, <br />Cross Drain <br />D. 1. <br />Ductile Iron <br />Cl. 50 <br />Class 50 <br />