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GRADING NOTES
<br />+00 3+00 3+50 1. A grading permit shall be secured by the Contractor from the San Joaquin 5. Site Preparation and Grading: Any fill required to bring the site to
<br />DitchDI CH TCM T+©0 County Building Inspection Division. finished grade should consist of on-site soils or imported granular,
<br />�5• IV 1 �. 2, 2. The cost of the grading permit shall be reimbursed by the Owner as an nonexpansive soil. Such imported fill should be compacted at a moisture
<br />$' Bdy 12• F /', extra. content at or near optimum. We recommend that samples of any proposed
<br />N/NGf DT .4
<br />3. All lots having a fill of 6 inches or greater shall be compacted to 0%, imported fill soil. be submitted to the Soils Engineer for approval prior
<br />\! --.R.C. and tested by the Soils Engineer.
<br />L-k!V-
<br />-- to being brought to the'site. Engineered Fill or structural backfill
<br />_ 4. The Contractor shall coordinate his work with the Soils Engineer to insure should be placed in horizontal layers a maximum of B inches in loose
<br />- - - - - adequate compaction tests are taken. The costs of retests shall be borne thickness and compacted to a minimum of 90 percent of the maximum dry
<br />�GQAOf 5/Of YA?D 1/,r(// AIONG WEST 9PDAfRIV!/Nf TO Qf/llf0. by the Contractor. The Soils Engineer is J. H. Kleinfelder and density as determined by the ASTM D-1557 test procedure.
<br />Wllhof !ND/C4AEP Associates.
<br />b. The top 1.0 foot of all lots in Unit No. 2 shall be top soils.
<br />7. Contractor shall submit compaction tests for all lots exceeding 6 inches
<br />rra/ei%t LOr �`� of fill to San Joaquin County Building Inspection Department.
<br />B. All lot drainage shall be contained on the lot and drained to street.
<br />9lALf /'•ZO' o �-I T7 Scale- 1!=50' 9. All subdivision grading shall. conform to U.B.C. Section 7014(C).
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<br />RfMOVE lOff kq° Q�1 k`b4�o n\e Q�oz ,W'W oda .42.10 LEVEE ACCESS ROAD For Top of Wall 4o,2 IF
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<br />Sae A• R, IV, /J'-- OG 0 -2 3 h CON5T /4/ UNIT
<br />Unit � Unit2
<br />2. Ic,s ><..r, a t¢ d Ems.- wOR k- - 20, DDD C. Y,, (/n, � No, / � 45, DOO C, Y L/n/ �
<br />IEt1EF 4CCESS ROAD
<br />f r ry NO if CAL E.
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<br />�-�-�--
<br />NO. DATE REVISIONS BY DESIGN DRAWN Bt \ APPROVID BY: HENRYNENY NIRATA "R.C:E. COUNTY.pIRECTOR B A U M B A C H & PIAZZA GRADING PLAN R
<br />/%r • fuil-1- 2,p ,, , 3f1&9 �•
<br />,1 �,, ,19 CIVIL ENGINEERS TOPOGRAPHY
<br />SURVEYORS
<br />A DIVED 323 W. ELM ST. L001, CALIF.
<br />R.C.E. i9GJf DATE G -2'A !�8 SAN JOAWIN COIL N DUB= OF PUBLiC WORKS 95240 PH: 209-368-6618
<br />♦�
<br />STORM DRAIN MANHOLE
<br />f
<br />_,._ SIDE INLET CATCH BASIN
<br />SLOPE DIRECTION
<br />L•P•
<br />-LOW POINT INCURB
<br />_ HIGH POINT iN CURB
<br />•
<br />TREE
<br />PAD ELEVATION
<br />FINISH LOT ELEVATION
<br />j+
<br />39-13 BOW
<br />_ BACK OF WALK ELEVATION
<br />,
<br />�- i- E-
<br />EXIST GROUND CONTOUR LINE
<br />41.0
<br />- EXIST GROUND ELEVATION
<br />I
<br />SHEET I I OF �2
<br />DEL
<br />RIO
<br />JOB NO. 8752
<br />Unit
<br />I a
<br />2 FILE
<br />NO. G 840
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