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6 131 <br />5 ' 32 CORRAL <br />T.3S.R.5E. T2S.R.5E. <br />HOLLOW Zt <br />W <br />O <br />VICINITY MAP <br />Scale: I"= 600' <br />I M PROVE M E N T <br />31 130 <br />32 , 29 <br />CORRAL <br />D E N Z L E <br />C. <br />1 030 "B ll STREET <br />i <br />L E G E N D I N D E X O F D RAWI N G S <br />PROPOSED ROADWAY ( ON PLAN - PROFILE) S H E E T N 0. <br />L73= <br />ELEVATION <br />OF EXISTING GRADE (U.S.G.S. DATUM) <br />1. <br />® <br />STANDARD <br />MONUMENT BOX { SEE SHEET 7 ) <br />2. <br />INDICATES <br />SOIL SAMPLE TEST ("R" VALUE) <br />3. <br />73.45 <br />INDICATES <br />FINISHED GRADE ELEVATION ( U.S.G.S. DATUM) <br />4, <br />5. <br />GE--N-ERAL NOTES <br />I. All construction to be in conformance with San Joaquin County <br />Standards 8 Details. <br />2. Woter supply to be provided by connection to existing water sys+em of the. Corral <br />Hollow N*Intendnce Watrict. Sewer disposal to be by private septic tank, <br />3. All radii to edge of pavement unless otherwise noted. <br />4. Left and- right ditch grades are identical unless otherwise noted. <br />5. All improvements sh,311 be roody for County acceptance at completion of work. <br />6. The contractor shall be responsible for calling for inspection of <br />appropriate intervals to insure the work is constructed to County Standards. <br />7. The Consulting Engineer will furnish one set of construction stakes for <br />the improvement work shown hereon. <br />8. All pavement painting and traffic control devices will be furnished by others. <br />9. Storm drainage to be provided by interior storm retention <br />pond. <br />HOLLOW <br />PLANS <br />UNIT <br />TRACT <br />NO. <br />I144 <br />SUBDIVISIONS <br />OF <br />SAN <br />JOAQU I N COUNTY <br />TH 0 M P S 0 N <br />T R A C Y <br />CALIF <br />95376 <br />C I V I L <br />D E S C R I PT10N <br />TITLE SHEET <br />ELLIS AVENUE PLAN:- PROFILE <br />POTTERY COURT AND CARNEGIE DRIVE - PLAN PROFILE <br />WATER DISTRIBUTION PLAN, <br />STANDARD DETAILS, <br />F 0 R <br />N O. 3 <br />E N G I N E E R <br />8 3 5- 5 0 5 9 <br />t <br />