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m <br />IP <br />Place Conduit per <br />Trench and Conduit <br />Details. See Detail Sheet 6. <br />FL at pipe <br />Sta 19+32 (Lt) <br />Elev 113.14 <br />_— ■— ■— _— ■— ■— _— _— _— _— ■— ■— ■— ■— ■— ■— ■—,_— ■— _— ■— ■— ■— ■— _— _— ■— ■— ■— ■— X_ X_ ■_ __ <br />Sta 19+32± R & R 40 LF of <br />12" CSP to existing FL elevations. <br />Place Controlled Low—Strength Material <br />(Slurry Cement Backfill) (Varied Depth) <br />to 0.30' below existing surface. <br />At both ends of pipe, place 0.5 CY of <br />Rock Slope Protection (Facing Method <br />B) Standard Specification 72-2. <br />Payment for this work to be included in <br />the 12 Corrugated Steel Pipe bid item <br />of work. <br />Note: (Existing Elect lines and pull boxes run <br />parallel to east side of road and are not shown <br />on lans). R & D existing pullboxes and <br />abandon existing conduit in place. Payment for <br />this work and saw cutting to be included in <br />Earthwork (Roadway Widening) bid item of work. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Wilbert Longfe)/ .. Sessoms 2/2019 <br />NO SCALE <br />CHECKED <br />q�n <br />e-- <br />_ Top <br />opOf <br />� •, <br />2 - \ <br />0 \ •� <br />ow <br />co <br />New EP = +� <br />27 <br />FL at pipe <br />Sta 19+32 (Rt) CE Const h <br />Elev 111.52 C N <br />h <br />FL Low Point----- <br />Sta <br />ointSta 21 +53 To <br />Elev 115.23 - p of <br />RCC RD DRA\PJ11\!G <br />Correrticn qy _� <br />No ,ndnges 8 � <br />Date hou Verily <br />Any Persc r- Using This Drawing <br />All I�ation By inspecting The Site Ol Word <br />PLAN NORTH COUNTY LANDFILL ENTRANCE ROAD WIDENING Sheet No. <br />(Harney Lane to Scale House) 4 of 7 <br />DATE <br />/ <br />�-/ I � �( y <br />