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<br />10'
<br />PRIVATE
<br />S.D.E.
<br />PRIVATE R/W
<br />1� 22' 28'
<br />— 6 12' 12' 6' 4'
<br />2'
<br />8 Oq, 2.0% 2.0% ps
<br />_— --y
<br />PRIME COAT
<br />FL ELEV. 2" A.C. ON 6" A.B.
<br />ON NATIVE SOILS
<br />CL —2.72' COMPACTED TO
<br />95% R.C.
<br />8" A.B. SHOULDER BACKING, —
<br />COMPACTED TO 95% R.C.
<br />VARIES
<br />EX. GROUND
<br />CATCH POINT WITH -
<br />EX. GROUND
<br />2:1 MAX, ALL—
<br />SIDE SLOPES
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<br />W
<br />LL
<br />25'
<br />25'
<br />SINGER DRIVE
<br />STA 11 +00 TO 16+50
<br />CL
<br />NO SCALE
<br />3
<br />Of
<br />10'
<br />PRIVA
<br />S.D.E.
<br />FL ELEV.
<br />CL —1.72
<br />20' 20'
<br />-�{ 2'8' 12' 6'
<br />r2.0% 2.0%
<br />:^1 MAX �9 2RC
<br />1 MAX
<br />— — PRIME COAT—
<br />EX. GROUND X. GROUND
<br />2" A.C. ON 6" A.B. ON
<br />NATIVE SOILS COMPACTED
<br />TO 95% R.C.
<br />8" A.B. SHOULDER BACKING,
<br />COMPACTED TO 95% R.C. SADIE LANE
<br />STA 3+00 TO 12+50
<br />STAGE -STORAGE CHART
<br />ELEVATION
<br />AREA
<br />CUBIC FEET
<br />CUMULATIVE
<br />83
<br />6,902
<br />972
<br />84
<br />28,510
<br />17,469
<br />85
<br />31,290
<br />47,439
<br />86
<br />34,096
<br />80,163
<br />87
<br />36,913
<br />115,695
<br />88
<br />39,756T
<br />154,035
<br />NO SCALE
<br />5' R/W OFFERED WITH THIS
<br />SITE APPROVAL PROJECT.
<br />5'
<br />2' MIN.
<br />TOP ELEV.
<br />PER PLAN
<br />EX. GROUND--/
<br />12" MIN.
<br />CATCH POINT WITH
<br />EX. GROUND
<br />CONSTRUCT 12" MIN. BERM SO AS—
<br />TO SEGREGATE R/W DRAINAGE FROM
<br />PRIVATE LOT DRAINAGE
<br />PRIVATE R/W
<br />1 22' 28'
<br />— 6' 12' 12' 6' .0101
<br />8'
<br />B.0% 2.0% 2.0% 8 0
<br />n'
<br />PRIME COAT
<br />FL ELEV. 2" A.C. ON 6" A.B.
<br />ON NATIVE SOILS
<br />CL —2.72' COMPACTED TO
<br />95% R.C.
<br />8 A.B. SHOULDER BACKING,—
<br />COMPACTED TO 95% R.C.
<br />VARIES
<br />EX. GROUND
<br />CATCH POINT WITH -
<br />EX. GROUND
<br />2:1 MAX, ALL—
<br />SIDE SLOPES
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<br />121'
<br />— —
<br />EX. GROUND ---N
<br />— — — —
<br />�?� HWL ELEV 88.0
<br />�" ELEV 84.0
<br />ELEV 82.8
<br />3/4"DRAIN ROCK
<br />WRAPPED IN
<br />FILTER FABRIC.
<br />3'WIDE x 5'DEEP
<br />2:1 MAX, ALL
<br />SIDE SLOPES
<br />PRIVATE RETENTION BASIN SO AS TO
<br />CONTAIN RUNOFF FROM LOTS B, C,
<br />D, E, G, H, AND J. SEE SEPARATE
<br />DETAIL, SHEET C3
<br />25'
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<br />1 3'
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<br />20' — 20'
<br />2'
<br />6' 12 12' 6' -
<br />8 % 2.0% 2_0% 8.07,
<br />�rvv •.,a:..i:x1n:F'.y.4 ... ..:J. '.#:; `.X•Ye: .v Ti .:
<br />PRIME COAT
<br />12" 2" A.C. ON 6" A.B.
<br />ON NATIVE SOILS
<br />COMPACTED TO
<br />- 2:1 MAX, ALL 95% R.C.
<br />SIDE SLOPES
<br />8" A.B. SHOULDER BACKING,
<br />COMPACTED TO 95% R.C.
<br />GRADE ROADSIDE SWALE SO AS TO
<br />SEGREGATE R/W DRAINAGE FROM
<br />PRIVATE LOT DRAINAGE
<br />PADDON DRIVE
<br />STA 2+30 TO 14+30
<br />25'
<br />SINGER DRIVE
<br />STA 1+50 TO 11 +00
<br />NO SCALE
<br />U U
<br />0
<br />CHAIN LINK FENCE 3, w
<br />W/ VINYL SLATS
<br />28' 22'
<br />6' 12' 12' 6' 4
<br />2'
<br />81= 2.0% 2.0% =y
<br />PRIME COAT
<br />2" A.C. ON 6" A.B.-
<br />ON NATIVE SOILS
<br />COMPACTED TO
<br />95% R.C.
<br />8" A.B. SHOULDER BACKING,—
<br />COMPACTED TO 95% R.C.
<br />MOODY LANE
<br />STA 16+50 TO 20+50
<br />NO SCALE
<br />o=
<br />r
<br />NO SCALE
<br />FL ELEV.
<br />CL —1.72
<br />PAVEMENT SECTION:
<br />TI = 4.0
<br />R—VALUE = 25*
<br />(* NOT BASED ON ACTUAL
<br />R—VALUE TESTING.)
<br />3
<br />>
<br />EL 5,
<br />3'
<br />-5' R/W OFFERED WITH
<br />THIS SITE APPROVAL
<br />PROJECT.
<br />2:1 MAX, ALL
<br />SIDE SLOPES
<br />EX. GROUND
<br />12" MIN.
<br />(BOTTOM ELEV.
<br />DIAL TOLL FREE
<br />1-800-217-1600
<br />AT LEASE M DAYS
<br />BEFORE You W
<br />umaa.o ice AM OF NoRni N GYiowm
<br />ADDITIONAL NOTES:
<br />1. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY THE
<br />COUNTY PRIOR TO THE START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK,
<br />WHICH WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED
<br />AT ALL TIMES.
<br />2. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND CERTIFIED BY THE CIVIL ENGINEER, AND SHALL BE SUBMITTED TO THE
<br />PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />3. WHENEVER PAYMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED
<br />BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING
<br />WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE
<br />ORIGINAL PAVING.
<br />4. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER,
<br />AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />5. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT
<br />DEPARTMENT BEFORE ORDERING STREET SIGNS.
<br />6. ALL GRADING SHALL COMPLY WITH 2001 C.B.C. CHAPTER 18, AND APPENDIX CHAPTER
<br />33.
<br />7. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
<br />8. LOT GRADING AND FOUNDATION PREPARATION SHALL BE BY SEPARATE PERMIT, AND
<br />PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A SEPARATE GEOTECHNICAL
<br />REPORT.
<br />9. COMPACTION TESTS WILL BE REQUIRED FOR SUBGRADE AND A.B. TEST RESULTS SHALL
<br />BE SUBMITTED TO THE FIELD ENGINEER FOR APPROVAL.
<br />SPECIFICATIONS:
<br />ALL SPECIFICATIONS CONTAINED HEREIN REFERENCE THE SAN JOAQUIN
<br />COUNTY DEPT. OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL
<br />PROVISIONS:
<br />AGGREGATE BASE: AGGREGATE BASE(AB) SHALL CONFORM TO SECTION 26,
<br />ALTERNATE "B" OF THE STANDARD SPECIFICATIONS.
<br />ASPHALT CONCRETE: ASPHALT CONCRETE (AC) SHALL CONFORM TO SECTION
<br />39, ALTERNATE "A", OF THE STANDARD SPECIFICATIONS.
<br />PRIME COAT: A LAYER OF PRIME COAT SHALL BE APPLIED, CONFORMING TO
<br />SECTION 39, ALTERNATE "E", OF THE STANDARD SPECIFICATIONS.
<br />REINFORCED CONCRETE PIPE (RCP): RCP SHALL BE CLASS III, CONFORMING
<br />TO SECTION 65, ALTERNATE A, OF THE STANDARD SPECIFICATIONS.
<br />CORRUGATED METAL PIPE (CMP): CMP SHALL CONFORM TO SECTION 66 OF
<br />THE STANDARD SPECIFICATIONS.
<br />DUST CONTROL: IN ADDITION TO THE REQUIREMENTS PRESENTED ON THE
<br />GENERAL NOTES OF THESE IMPROVEMENT PLANS, DUST CONTROL SHALL BE
<br />IMPLEMENTED AT ALL TIMES IN ACCORDANCE WITH SECTION 10 OF THE
<br />STANDARD SPECIFICATIONS.
<br />EARTHWORK: IN ADDITION TO THE REQUIREMENTS PRESENTED ON THE
<br />GENERAL NOTES OF THESE IMPROVEMENT PLANS, EARTHWORK SHALL BE
<br />PERFORMED IN ACCORDANCE WITH SECTION 19, ALTERNATE B, OF THE
<br />STANDARD SPECIFICATIONS, AS WELL AS THE REQUIREMENTS OF THE c
<br />JOAQUIN COUNTY BUILDING DEPARTMENT. :�tF' °"' ••'•:
<br />No. Ct,0e7
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