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<br />TYPICAL WESTe
<br />SCALE: /"=2'-61
<br />,e
<br />V
<br />WEST
<br />/L PROPOSED SU80.
<br />12, 000 5'F SEWAGE Z"ev NG AREA(TYP.)
<br />SOUTH
<br />PROP05E0 SUED. t
<br />TYPICAL SOL/TJy-
<br />I SCALE � /per 2' �-8-fes
<br />NO. DATE REVISIONS BY DESIGNDRAWN BY ElIERS�ONE
<br />/ //-/G Ti'oire Zaf✓ 2 -IT - 0.2' T.P
<br />-
<br />-
<br />gKl SY• '1/t'u�-eD71JY
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<br />Existing Ground Elevation
<br />98.00
<br />ex Tc
<br />Existing Top of Curb Elevation
<br />38.2 F.G.
<br />Finished Lot Elevation
<br />TC 36.00
<br />Finished Top of Curb Elevation
<br />TC 36.15
<br />RAW 371
<br />HP
<br />- TC 36.70_
<br />Curb Low Point
<br />L.P.
<br />fi My _
<br />.
<br />Slope of Surface Flow
<br />5^
<br />Storm Drain
<br />�-
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<br />Ar37
<br />�-------...._--.�.
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<br />�--^-37.5,E
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<br />89.25 Irp
<br />49.43 H .YS
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<br />!.70,
<br />9'�
<br />/t �•19
<br />89.96
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<br />37.7
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<br />RESET /O-1981
<br />DOUBLE ?4 "RCP
<br />'
<br />ELEll, 39.25 rB4P)
<br />CUL UERT
<br />12, 000 O: A OEWRGE L ERGNING AREA (tYP )
<br />NOrE: SEEPAGE PITS LIRE REQUi,�V-
<br />2V
<br />w E X/ST 1NG "POiWRRY
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<br />PROPOSED A
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<br />��YC•f/LL SEX/5X 6RD. '
<br />-12 TYP/CAL EAST
<br />• SCALE: /u=2'
<br />I
<br />TUDOR RO6JL=
<br />4B SD
<br />F -a Lf- N
<br />No.196A . 9.3
<br />By
<br />® �1j CIVlI
<br />R.C.E. DATE 9p� OF CAS\1��
<br />/&V - (,) sxz� 44 //.U)
<br />1
<br />A/tw
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<br />TYP/Csu SECTiOiY- CS) S��.t �sfQ. //t5
<br />NTS
<br />ESTIMATED EARTHWORK
<br />Roadway Excavation 30600 C.Y.
<br />Lot Excavation 39000 C.Y.
<br />Lot Fill 6,600 C.Y.
<br />The Engineer may adjust the grades in the field to balance the earthwork, if
<br />necessary.
<br />SEWAGE REOUIREMENTS3
<br />1. 12,000 S.F. shall be retained for leaching area, which shall be no closer
<br />than 20' from any property line, 50' from the floodway, and 100' from any
<br />well.
<br />2. Seepage pits shall be located no closer than 20' from any property line,
<br />150' from any well, and 100' from the floodway.
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOO1, CALIF.
<br />95240 PH: 009-360-6618
<br />I
<br />GRADING PLAN
<br />LEGEND
<br />311`
<br />Existing Ground Elevation
<br />98.00
<br />ex Tc
<br />Existing Top of Curb Elevation
<br />38.2 F.G.
<br />Finished Lot Elevation
<br />TC 36.00
<br />Finished Top of Curb Elevation
<br />TC 36.15
<br />Curb Nigh Point
<br />HP
<br />- TC 36.70_
<br />Curb Low Point
<br />L.P.
<br />- - 37.5---
<br />Finished Grade Contour
<br />Slope of Surface Flow
<br />5^
<br />Storm Drain
<br />�-
<br />Storm Drain Manhole
<br />-+
<br />Drop Inlet Catch Basin
<br />GENERAL NOTES
<br />1. A grading permit shall be secured by the Contractor from the San Joaquin
<br />County Building Inspection Division.
<br />2. The cost of the grading permit shall be reimbursed by the Owner as an
<br />extra.
<br />3. All lots having a fill of 6 inches or greater shall be compacted to 90%
<br />R.C. and tested by the Soils Engineer.
<br />4. The Contractor shall coordinate his work with the Soils Engineer to insure
<br />adequate compaction tests are taken. The costs of retests shall be borne
<br />by the Contractor. The Soils Engineer is J. H. Kleinfelder and
<br />Associates.
<br />5. Contractor shall submit compaction tests for all lots exceeding 6 inches
<br />of fill to San Joaquin County Building Inspection Department.
<br />6. All earthwork, building pad grading and other construction to be done, as
<br />shown on these plans, shall be done in accordance with the geotechnical
<br />investigation report by J. H. Kleinfelder and Associates for the proposed
<br />subdivision, dated February 18, 1988, file no. 20-2982-01.
<br />7. All lot drainage shall be contained on the lot and drained to street.
<br />B. All subdivision grading shall conform to U.B.C. Section 7014 (C).
<br />RANCHO MORADA ESTATES
<br />SHEET O OF Oj
<br />JOB NO. 8911
<br />FILE l
<br />NO.
<br />6-d 16
<br />
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