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. ". y QpOFESS/ON <br /> Sta. 120+30f <br /> Exist. 12" Q pipe ofAI <br /> and standpipes to o �' �0049� 9 <br /> No 21258 <br /> m <br /> remain in place. o Exp 93693 <br /> Remove existing pipe *'Y I#R '"T .Q' <br /> X U '9T CIVIL @� <br /> E.P. a E.P, POF CA0 <br /> N Survey <br /> N y G �_G G — G �� G G , G <br /> � iv io 0.30' A.C. <br /> - - - - - - - - -1— - - - - -- - --- <br /> 120 121 122 <br /> Native Soil <br /> (90% Relative <br /> rr Compaction) <br /> /E.P. L CO�St. E.P. <br /> 1" O.D. 1' <br /> LEGENQ 0 10 20 30 40 50 O.D.+2' <br /> f— Direction of L� <br /> Gutter Flow Plan Scale TRENCH DETAM <br /> —G— 16" Gas Main (PG&E) <br /> SIDE-DRAIN Sta. 121+30t <br /> 36 ... <br /> t <br /> - _ II k <br /> z_ +o. <br /> y 34 �,�-. - �� 34 <br /> 491 <br /> V7 . .. __ F'T- f-. _......._ ..._ .. - __ - <br /> rry32 <br /> M • �, r — -- -- ' <br /> _ . - • - - - -- Profile Scale <br /> k <br /> n+ - <br /> m — © a _ _ 0 50 00 Feer - .. <br /> _ 1 Horizontal L=31111111L=1 F -- <br /> + Vertical 0 Feet <br /> d <br /> U > <br /> b £ Cu. Exc, <br /> M Yds Em <br /> STA. 120 122 124 126 128 130 132 <br /> ° Z COUNTY OF SAN JOAQUIN PLAN SCALE :: PLAN AND PROFILE WEST RIPON ROAD RESURFACING s s of 8 <br /> a � Airport Way to Austin Rd. <br /> Drawn B Dote Project Engineer Date Checked Date ,,,,- /Submitted Date A provn Recamnended Dnte <br /> 5. t 4/91 �u(ti f/9/ -ova 8 4/ 9/ ;z G i/ ���/�/ /`�9 <br />