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to 0 <br />In <br />11)-t <br />to <br />Existing <br />+ + <br />+ <br />Residential — <br />0 <br />Driveway <br />v o <br />d <br />V) V) <br />V) <br />11 <br />I>---11 <br />___ <br />X ' <br />— — — -' <br />— — ______________1 I <br />20' Existing(Typ.) <br />E.P. (YP) <br />, <br />I <br />I <br />I <br />0 <br />++ Existing Fence to R & D existing bridge <br />�, remain in place (Typ.) approach guard railing <br />o Type 15 (Typ.). 0 <br />t` -Y v <br />V) <br />2 <br />II <br />II I <br />II J <br />f-- j <br />I , <br />I <br />'------------------------------------------------- <br />New H.P. T <br />I YP•) - <br />Centerline of R/W <br />LONE TREE ROAD <br />0 <br />00 <br />o_ <br />41 <br />v <br />V) <br />VAX WMVIO� j01V4M1r��O <br />N <br />Existing <br />H.P. (Typ.) <br />In <br />rn <br />0 <br />r- <br />v <br />(n <br />9+00 Bridge No. 29C-197 ; 10+00 <br />I I T <br />Limits of Clearing Refer to S.P. A77F _ 25' <br />20' and Grubbing (Typ.) for Shoulder Construction. <br />(Typ.) <br />— — — — — — — — — — — — — — �----------------------11 1 ;------------------------------------------------------------------; - <br />y� J L---- r__ <br />Z Existing Field ,n 0) t �,___j R/W I'll _ <1 <br />---- , 5 (Typ.) <br />K ` Entrance 6 2 <br />m i oN v+, 58' <br />�° l ( See Construction Note O, this sheet. 27'-2" 37'-6" R/W <br />to I _ <br />cn W I I I <br />_ + Place Wood Posts Approach Place Terminal System Type ET-2000 <br />Q, Railing Transition with Terminal (no flare, Typ.). Refer to 2002 S.P. A77M <br />Place Impact Attenuating Section Type B (Typ.). Refer <br />System with transition railing per ° to S.P. A77J for details. and manufacturers specifications for details. <br />manufacturer's specifications (Typ.) O V) - <br />32'-7" <br />CONSTRUCTION NOTE <br />OVoids created from the R & D of the concrete footings of existing bridge approach <br />guard railing Type 15 shall be backfilled with material equal or better than the native <br />material, backfilled in 8" lifts (max.), and moistened and thorougthly compacted. <br />0 Concrete footings of the existing bridge approach guard railing Type 15 that are <br />to remain in place and do not interfere with new construction shall have the metal <br />rail posts be cut flush to the top of the footing. <br />OR & D existing rail posts. Place salvaged Metal Tube Bridge Railing on new <br />W8x31 rail posts on existing anchor bolts (Typ.) See sheet 3 of Plans for details. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER <br />Q <br />`- 32' Clear Width <br />LEGEND [ Exist. A.C. Overlay <br />Limits of Earthwork = --------------- -------------~ <br />(Miscellaneous Area) ---------------J-T---------- <br />I I <br />Exist. Conc. Deck <br />Limits of Clearing I I <br />and Grubbing <br />TYPICAL SECTION (BRIDGE) <br />NTS <br />GENERAL PLAN LONE TREE ROAD BRIDGE NO. 29C-197 <br />BARRIER RAIL REPLACEMENT ACROSS LONE TREE <br />DATE CHECKED DATE APPROV L RFaCOMMENDED <br />Sheet No. <br />CREEK 2 of 3 <br />DATE <br />�/ezla3 <br />