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G EGEND <br /> R.e D. Existing ebl7crele and Place � Quantities <br /> ( <br /> O <br /> Closs B Concrete Driveways e Wolkwcys)® Asphalt Concrete (Mise. Areas 40 S. Y. ( F) <br /> 4" PC C. with 6"x 6'- W /•4 X W/.4 welded <br /> wire fobric. (Refer to No% 2) Class B Concrete (Curb e Gutter) 181 L.F (F) <br /> O ®m 0.50' Asphall Concrete (A. C. Misc. Areas) Class B Concrete <br /> CY, (Driveways e Walkways 32 S. Y. (F) <br /> (F) denotes finol pay quantity <br /> CLIFF STREET <br /> v <br /> --I �- 3'Trons. 3'Trons. <br /> _- - - -- - _== Limits of Clearin .0 <br /> Grubbing, Eorthwork <br /> C i t I 5 1 � r <br /> o N ►I F� 4� �/b- +i /6'--4 2 3 2 <br /> I � o <br /> �o o to ° Conform <br /> o o N Conform <br /> � V � <br /> Vor <br /> Existing <br /> v <br /> Place /8/' Curb E Gutter Roodwoy <br /> See Detail Right <br /> 0. 50' AA.(C. Monolithic Bevel Type <br /> (A• C. Misc. Areas) Curb and Gutter. see <br /> Std. No. B-/ for details. <br /> TYPICAL. SECT/ON <br /> Notes <br /> so 50 /. The new bock ofcurb shall conform to Me <br /> line of the existing bock of Curb. <br /> 2. Existing driveways and walkways sholl be <br /> neatly saw cut of fhe conform line of <br /> 4949 the new construction. <br /> 21= tkzft <br /> 3. Existing sprinkler heads shall remoin <br /> in ploce. <br /> NEE <br /> Cu. <br /> i <br /> b STA. Of 00 t50 /f00 +50 2+00 <br /> Y <br /> COUNTY OF SAN JOAQUIN _ <br /> �ZI SCALE NONE PLAN AND PROFILE CLIFF STREET sheet No. <br /> 25' TO 206' SOUTH OF YACHT HARBOR DR. 2 of 2 <br /> ...._��_._.,.,� Project Engineer= Chocked By Dots Associots En insar Dot•=Approval Recommended By Date <br /> �soGZt718Z o f se�euI 9082 F <br />