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Exist. Bridge to remain in place. Remove <br />existing parapet walls and top portion of <br />wingwalls Lt. and Rt. See Sht.#12 for <br />typical concrete removal. <br />0 <br />CID n <br />+ 75' + <br />u7 cp <br />N N <br />13 4-1 <br />co <br />I <br />I <br />WINEDRAW SLOUGH <br />_._..._._..__.._.. fi.........._..__......._.............._L_._-._........... -- --.- Conform <br />3 I ! <br />I R .... .... . .... .... <br />i E <br />....... _.................._ .... _ .-..... _... -... ... .... .... . . <br />L ' <br />A. <br />...... ...._ . __ <br />4' Shld. Sta.25 7 Conform °O <br />Conform <br />HAM LANE25 <br />cfl <br />_.._. -. 4" G _.._. _. _-._ ._.. _.._ ._.._.._. _. _ .L _.._. <br />EARTHWORK (For Information Only) <br />LOCATION <br />Rdwy <br />Exc. <br />(C.Y.) <br />Rdwy <br />Emb. <br />(C.Y.) <br />Sub. <br />(C.Y.) <br />Stir. <br />Exc. <br />(C.Y.) <br />Str. <br />Emb <br />(C.Y.) <br />ROADWAY: <br />Sta.25+77 to Sta.26+47 <br />5 <br />1 <br />.i <br />2-36" R.C.P PIPES: <br />Sta.26+16.53 <br />1 141 <br />1 68 <br />1 53 <br />01 <br />TOTAL <br />146 <br />1 <br />68 <br />1 53 <br />Sta.26+16.53 Place 2-36"x48' R.C.P. (Class III, Rubber Gasket Joint) <br />with Dbl. Pipe Culvert Headwalls. See SP D89 for Pipe Headwall Details and <br />SP A62A, A62D for Structure Excavation and Backfill and Sht.#13 for details. <br />in <br />N <br />0 <br />/ f , <br />rn R/W <br />A > Exist.. <br />Piipe to �M� t•i x [ Exist. Pipe to <br />o Place �. `�j } 'ti�`',< placein in <br />'. <br />� <br />C4 nLEGEND at R/W Exist. trees to C or � 'l M.' <br />at R/W <br />N o remain in place. <br />� A, C. (Misc. Areas) (Type 2) +' o 6" No. 21258 v �' <br />F ::::: Var. A.C. depth 0.40' to 0.30' o a �' <br />M Q _p * Exp.9-30-97 <br />z <br />q�tF <br />D Limits of Work N -- 13 FFC1V`i�- <br />�CAt�F� <br />M p C <br />., Existing 4" Gas Main 000 E ° <br />- 4 G- _-. _ (High Pressure) + Q) °�° <br />+ L <br />o ,_< ...s <br />Structure Backfill. See Sht#13 <br />;..Y�,..;... for Detail 1. T <br />t t <br />. <br />m NOTE: For complete R/W, see R/W record maps at HAM L1V <br />1810 E. Hazelton Ave. Stockton, Calif. <br />Const. Easment <br />( 0.50 mi. N/0 Eight Mile Rd. ) <br />COUNTY OF SAN UIN JOA SCALE: NONE PLAN MINOR STRUCTURE IMPROVEMENTS 1993 Sheet No. <br />Q Br.29C-298 3 <br />Drawn By Date P ject EngineerDate Checked Date Submitted Date Approv I ecommended Date <br />L C' G��li Z/�3 VIZ GCe1 �Z 93 1/l ?3 <br />`' <br />Z <br />.i <br />r F <br />— <br />W1-4 <br />01 <br />00 <br />Conform Sta: <br />+47 <br />II <br />I <br />Conform <br />% <br />N <br />€! <br />I <br />Conform <br />Sta:2 <br />+47 "t 27 <br />— -� _ <br />---- <br />--------- <br />_ _ -- . <br />EP <br />Shld <br />, <br />. <br />T. <br />... <br />_ <br />Y <br />.............._.._....... .._. _- _-----.-_-- <br />Y <br />00 <br />4"G <br />in <br />N <br />0 <br />/ f , <br />rn R/W <br />A > Exist.. <br />Piipe to �M� t•i x [ Exist. Pipe to <br />o Place �. `�j } 'ti�`',< placein in <br />'. <br />� <br />C4 nLEGEND at R/W Exist. trees to C or � 'l M.' <br />at R/W <br />N o remain in place. <br />� A, C. (Misc. Areas) (Type 2) +' o 6" No. 21258 v �' <br />F ::::: Var. A.C. depth 0.40' to 0.30' o a �' <br />M Q _p * Exp.9-30-97 <br />z <br />q�tF <br />D Limits of Work N -- 13 FFC1V`i�- <br />�CAt�F� <br />M p C <br />., Existing 4" Gas Main 000 E ° <br />- 4 G- _-. _ (High Pressure) + Q) °�° <br />+ L <br />o ,_< ...s <br />Structure Backfill. See Sht#13 <br />;..Y�,..;... for Detail 1. T <br />t t <br />. <br />m NOTE: For complete R/W, see R/W record maps at HAM L1V <br />1810 E. Hazelton Ave. Stockton, Calif. <br />Const. Easment <br />( 0.50 mi. N/0 Eight Mile Rd. ) <br />COUNTY OF SAN UIN JOA SCALE: NONE PLAN MINOR STRUCTURE IMPROVEMENTS 1993 Sheet No. <br />Q Br.29C-298 3 <br />Drawn By Date P ject EngineerDate Checked Date Submitted Date Approv I ecommended Date <br />L C' G��li Z/�3 VIZ GCe1 �Z 93 1/l ?3 <br />