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m <br />2 <br />U <br />2 <br />N <br />a <br />0 <br />D <br />M <br />LEGEND <br />0.50'A.C. (Type B) <br />See Sht.#12 for Trench Detail. <br />Imported Borrow, <br />See Sht.#11 for Detail 2. <br />Limits of Work <br />Existing 4" Gas Main <br />(High Pressure)'f Jf f <br />Sta.23+47 Lt.24' <br />Const. Dbl Pipe Culvert Headwall <br />See SP D89 for details. <br />Use L=32', & H=4'-2" <br />F.L. 2-30"pipes Elev 28.00 <br />Sta.23+54 Remove (Existing Box Culvert) <br />and M.B.G.R. See Sht#12 for Box Culvert <br />Trench Backfill Detail. <br />EARTHWORK (For <br />Information Only <br />COUNTY OF SAN <br />Rdwy <br />Rdwy <br />PLAN <br />W184 <br />Str. <br />Str. <br />sheet No. <br />2 <br />LOCATION <br />Exc. <br />Emb. <br />Sub. <br />Exc. <br />Emb <br />O <br />(C.Y.) <br />(C.Y.) <br />(C.Y.) <br />(C.Y.) <br />(C.Y.) <br />ROADWAY: <br />Sta.23+23 to Sta.24+85 <br />6 <br />164 <br />8 <br />OY <br />2-30" R.C. PRESSURE PIPES: <br />O <br />O <br />00 <br />Q '� <br />Sta.23+94 <br />6 <br />104 <br />87 <br />REMOVE CONCRETE: <br />E <br />+ <br />E <br />Sta.23+54 <br />oaj 14 <br />N <br />17 <br />29 <br />O <br />TOTAL <br />6 <br />164 <br />14 <br />121 <br />116 <br />O^ <br />rte•^,,._ I I I <br />4~ } ^t 7• <br />r--_----.------_�__--_---_---__----- �. ,_..__._________-_-; <br />f. 7•. d--•- - --- - <br />`, I t. L I�...._.1.__....._.... .._. t..._.... <br />[ ---- ......................._l.__.1 <br />Conform`'to. 1_ __..._.._._ � - __ __ ____ _..............._ _.. _ ________ <br />- �t Y <br />Channel at Ri/w,. <br />c _ .. _.. .. A I I 1 I I j <br />4'Shld <br />N to <br />ri -Conform <br />r' <br />04. .-. q 2 , 7 2 <br />/ v. _ ..t . <br />00 <br />C HAM_ LANE Conform _ <br />cv 23 <br />r` <br />....... _....:................... _..._..............................._ .... <br />o _4' Shld X <br />' ao <br />I �,s <br />PP <br />, <br />000 --- - -�� Conform Sta.23+94 Plaoe,`2-30"x107' R.C. �/� , <br />........--...._...........................................-............_......._-�______ EP -------- -----_----------_---_ / <br />ta.4+00 <br />Pressure Pipes (Class IV) with <br />Dbl. Pipe Culvert Headwalls. See <br />Sht.#12 for Pipe Trench Detail. <br />- - - - - - - - - - {- - - - -- <br />25 <br />. __.._ , _ _- _..... ... .... .....__......._........- -- EP ......_...... _-_ _-_-_- _ --_-_ -__ . _..........._......_.... <br />- <br />R & D 23f Conform Sta.24+85 <br />-' <br />_ �,. -,- <br />Relocated fenc Yf YYx <br />n <br />' `k 0PP <br />X ..... X .... .X....X .... X. X .... X ....X <br />R/W X. /. X . X . X/1 . )e. r'X .. /X .. X . /` . X. . . <br />Existing fence -� <br />to remain in place. <br />GENERAL NOTES <br />1. All existing facilities & driveway to <br />remain in place unless otherwise <br />noted. <br />2. For complete R/W, see R/W record maps <br />at 1810 E Hazelton Ave. Stockton, Calif. <br />3. The contractor shall coordinate his work <br />schedule with Woodbridge Irrigation District. <br />(209)369-6808. <br />°' 2 <br />U <br />� 11 <br />-a Place 50' Wire Mesh Fence Sta.24+24 <br />to Sta.24+60 22.5' Rt. & conform to <br />° relocated fence at Sta.24+37 30' Rt. <br />° See Sht.#11 for Rt. Elevation. <br />Of <br />lV <br />Sta.24+41 Rt.24' <br />Q) Const. Dbl Pipe Culvert Headwall <br />Use L=32', & H=4'-2" <br />F.L. 2-30" pipes Elev. 28.50 <br />N'? . X Existing fence <br />f n` X to remain in place. <br />o <br />z <br />COUNTY OF SAN <br />- <br />o <br />PLAN <br />W184 <br />..ti <br />•, <br />sheet No. <br />2 <br />Drawn By 1 Date 4- Project Engineer <br />-- ------ -- <br />(/ <br />Date Checked Date Submitted <br />Date Ap roval R ommended <br />Ln <br />O <br />O <br />Of <br />N <br />OY <br />' <br />O <br />O <br />00 <br />Q '� <br />•� \'y' <br />.. <br />E <br />+ <br />E <br />oaj 14 <br />N <br />O N <br />O <br />O <br />v0- <br />HAM <br />R/W <br />in <br />N <br />0 <br />r� <br />R/W <br />No. 21258 <br />* Exp. 9-30-97 <br />civo- <br />CALti 4, <br />LN. <br />( 0.45 mi. N/0 Eight Mile Rd. ) <br />z <br />COUNTY OF SAN <br />JOA UIN <br />Q <br />SCALE: NONE <br />PLAN <br />W184 <br />MINOR <br />STRUCTURE IMPROVEMENTS 1993 <br />sheet No. <br />2 <br />Drawn By 1 Date 4- Project Engineer <br />-- ------ -- <br />(/ <br />Date Checked Date Submitted <br />Date Ap roval R ommended <br />Date <br />