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82329 <br /> CO/18f' <br /> Li its of C/easing and Grubl Illy, Ear/hwo1-A (N/isc. Areas) <br /> ,7, *Var Var Val., <br /> 4' 6r T'/S' 20 20 r - T--/fir 71 /O' <br /> /67' 7raffic l0' Traffic 10' 7raft is la ' 7raf fit <br /> Lone Laae Lane Lane <br /> ConForm Var _ f�% 'f2`, Conform <br /> Val: — — Vo,-. Var. <br /> Cuib, butter e Sidewa/k Curb, Gutter Sidewak <br /> D. /7'Aspholl Concrete <br /> 070' Aspha/l Cormrete Base 'See Sheel4'Sfor CG ` S. <br /> and <br /> TYP/CAL SECT/ON reconstrucfioa /ocations <br /> 19,r/ye IPAL. NO r.0.9 deviations of types and <br /> Delaware Ave. /o Franklin Ave. Widths. <br /> /. Existing concrete Shalt be sow cut al locations Sto. 38+23' /o S/a WoZf- , <br /> shown on Shee/ #� . Full compensation for 02 % — Sta. 981'10 to S/a 99+00 <br /> this work shall be considered as included in 2S1a.39*29- /o Sta. 99ts0 <br /> the prices paid For Me voiious con/roct • See X-sec/ions For exact <br /> steins of work and ,vo separate payment widths. <br /> wi// be oracle therefor: <br /> 2. Wafer meter at S/a. 40116 (40 'Lf ff) shall be <br /> adjusted Ao glade by California Wafer Co. <br /> .9. At locations where curb, gutter and sidewalk <br /> is to rernoin in place the L irnils of Clearing <br /> and Grubbing and Ear/hwork (Mist. Areas) <br /> m shall stop at the face of exis/in9 Curb. <br /> 34. Alignment of existing lip of gutter shall be <br /> m used for new //,o of gutter except for <br /> transition area between Sta. 99+80 and <br /> Sla. 40 ,171•, left side. <br /> 0 <br /> a <br /> a <br /> m <br /> F <br /> o COUNTY OF SAN JOAQUIN Iva seAL,E TYP/CAL SECT/ON ,,;P/,Vffo piA VA ankNUEeSheetof No. <br /> Drawn By Date Project Engineer Date Checked 6 Date A royal Recommended By Date De ut Director Date <br /> c1 s rz�es �/..aCc 12/95 <br />