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6 <br />5 <br />T.3S.R.5E. <br />N0. <br />t <br />SUBDIVISIONS <br />OF <br />6 <br />5 <br />T.3S.R.5E. <br />VICINITY MAP <br />Scale: I"= 600' <br />IMPROVEMENT <br />CORRAL <br />DEN Z LE <br />©!m <br />C <br />1 030 "B" STREET <br />L E G E N D <br />INDEX <br />PROPOSED ROADWAY ( ON PLAN- PROFILE) t; H EE I <br />L73= ELEVATION OF EXISTING GRADE (U.S.G.S. DATUM ) <br />® STANDARD MONUMENT BOX (SEE SHEET 7 ) <br />INDICATES SOIL SAMPLE TEST ("R" VALUE) <br />F73451 INDICATES FINISHED GRADE ELEVATION ( U.S G.S. DATUM) <br />G E N E RAL N OTE S <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 aintendnce District, 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 shall be reody for County occeptonce at completion of work. <br />6. The contractor shall be responsible for calling for inspection at <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 />0 F <br />D RA W I N GS <br />N0. DESCRIPTION <br />I. TITLE SHEET <br />2. ELLIS AVENUE PLAN PREFILE <br />3. POTTERY COURT AND CARNEGIE DRIVE - PLAN PROFILE <br />4. WATER DISTRIBUTION PLAN, <br />5. STANDARD DETAILS, <br />UNIT <br />TRACT <br />N0. <br />1144 <br />SUBDIVISIONS <br />OF <br />SAN <br />JOAQUIN COUNTY <br />i <br />l: <br />VICINITY MAP <br />Scale: I"= 600' <br />IMPROVEMENT <br />CORRAL <br />DEN Z LE <br />©!m <br />C <br />1 030 "B" STREET <br />L E G E N D <br />INDEX <br />PROPOSED ROADWAY ( ON PLAN- PROFILE) t; H EE I <br />L73= ELEVATION OF EXISTING GRADE (U.S.G.S. DATUM ) <br />® STANDARD MONUMENT BOX (SEE SHEET 7 ) <br />INDICATES SOIL SAMPLE TEST ("R" VALUE) <br />F73451 INDICATES FINISHED GRADE ELEVATION ( U.S G.S. DATUM) <br />G E N E RAL N OTE S <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 aintendnce District, 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 shall be reody for County occeptonce at completion of work. <br />6. The contractor shall be responsible for calling for inspection at <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 />0 F <br />D RA W I N GS <br />N0. DESCRIPTION <br />I. TITLE SHEET <br />2. ELLIS AVENUE PLAN PREFILE <br />3. POTTERY COURT AND CARNEGIE DRIVE - PLAN PROFILE <br />4. WATER DISTRIBUTION PLAN, <br />5. STANDARD DETAILS, <br />UNIT <br />TRACT <br />N0. <br />1144 <br />SUBDIVISIONS <br />OF <br />SAN <br />JOAQUIN COUNTY <br />T H 0 M P S 0 N <br />TRACY <br />CALIF <br />95376 <br />F 0 R <br />N O. 3 <br />CIVIL ENGINEER <br />i <br />8 3 5- 5 0 5 9 <br />•��/,c, H0i y�1 <br />14301' <br />. <br />OF cr'0" j` <br />SHEET ' OF 5 SHEETS <br />