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5v I <br />LEGEND <br />Finished Back of Walk Elevation <br />- Finished Back of Lot Elevation <br />Pad Elevation <br />3yb - Existing Ground Elevation <br />NOTE: <br />Final lot grades may be adjusted in the field to <br />balance earthwork as directed by the Engineer. <br />GRADING NOTES: <br />1. A grading permit should 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 extra. <br />3. All lots having a fill of 8 inches or greater shall be compacted to 90% R.C. <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 by <br />the Contractor. <br />5. SitePre oration and Grading: Site preparation should include the stripping <br />an remrova o vegetat on and debris from the areas of construction. The <br />actual depth of stripping to be determined by the Soils Engineer. All <br />stripped vegetation and debris should be removed from the site and not <br />incorporated in any of the structural fills. Voids left by the removal of <br />any utilities or other buried objects should be overexcavated and recompacted <br />as described. After stripping and removal of vegetation and debris, and <br />before placement of any Engineered Fill, the exposed surface soil within and <br />to a minimum of 5 feet beyond all building areas, should be scarified to a <br />minimum depth of 6 inches and recompacted to a minimum of 90 percent of the <br />maximum dry density as determined by the ASTM D-1557-78 test procedure at a <br />moisture content near optimum. Any loose or soft pockets of soil encountered <br />during this process should be overexcavated and recompacted. Engineered Fill <br />or structural backfill should be placed in horizontal layers a maximum of 8 <br />inches in loose thickness and compacted to a minimum of 90 percent of the <br />maximum dry density as determined by the ASTM D-1557-78 test procedure. <br />6. Prior to beginning any fill operation, the site shall be prepared to the <br />satisfaction of J. H. Kleinfelder and Associates. <br />7. Any deviation from the above shall be approved by J. H. Kleinfelder and <br />Associates. <br />8. Contractor shall submit compaction tests for all lots exceeding 6 inches <br />of fill to San Joaquin County Building Inspection Department. <br />9. All lot drainage shall be contained on the lot and drained to street. <br />ALAN <br />q <br />a' <br />4 X4 <br />PoCC��' <br />6dv. <br />Rso'w'w Loch <br />Strq'si J . rs <br />ZX R w4.W. <br />9oaKfi// /J <br />/dui//sr <br />baf/om of ? x_ <br />below adj acenf <br />y' "de. <br />Rwd <br />SPEC/AL FENCE DETAIL <br />/3 y U Wn e r- vrs <br />AVENUE <br />�A <br />I, QOVi 3g4 3sc 37 3ga 3G39� 3 <br />39 <br />Iq9 3q6 <br />H � <br />O v, vi Qi. <br />M <br />'e"e40 42 43 44 <br />41 •• J <br />3-9F 394 &-%e <br />G° U <br />•,e Q <br />a°1 <br />?7 5D <br />SPEC/9G FENCE (See Defai/)••` <br />AUGUSTA ST (E a s I) <br />/Fe¢% 'o/ -T","'- e- = 9000 If Y± <br />C <br />T <br />0 <br />�t <br />� o r <br />/9 <br />QZ= <br />Pn/.f E/evotion <br />07REE 7- <br />neAI CA L COAMO R *40-r VRA DIlVil <br />B T Q E E T <br />offal E/tv�iiin <br />c/ W+ �gU1�O�p <br />TYPICAL PLAN <br />N.75. <br />Ped A110le <br />Line <br />N0. DATE REVISIONS BY DESIGN RAWN BY APPROVED BY 19 B A U M B A C H & P I A Z Z A <br />LAUCHLAND RANCH SHEET OOF % <br />CIVIL ENGINEERS GRAOI N G PLAN JOB NO, <br />[d SURVEYORS <br />SUBMIT D By':�4v 323 W. ELM ST. LOCI, CALIF. SUBDIVISION IMPROVEMENTS FILE <br />86240 PM: SOS -36!l-8898 NO <br />R.C.E. DATE � 22—&7 SAN JOAQUIN COUNTY DIRECTOR Of PUBLIC WORKS <br />W O <br />O D B <br />R I <br />D G E <br />WE T <br />60 <br />59 <br />.�8 <br />57 <br />56 <br />4105- <br />5d <br />6.A <br />S2 �i <br />47n <br />dg <br />A!R <br />�" 4.7 <br />&C, <br />AYE <br />�A <br />I, QOVi 3g4 3sc 37 3ga 3G39� 3 <br />39 <br />Iq9 3q6 <br />H � <br />O v, vi Qi. <br />M <br />'e"e40 42 43 44 <br />41 •• J <br />3-9F 394 &-%e <br />G° U <br />•,e Q <br />a°1 <br />?7 5D <br />SPEC/9G FENCE (See Defai/)••` <br />AUGUSTA ST (E a s I) <br />/Fe¢% 'o/ -T","'- e- = 9000 If Y± <br />C <br />T <br />0 <br />�t <br />� o r <br />/9 <br />QZ= <br />Pn/.f E/evotion <br />07REE 7- <br />neAI CA L COAMO R *40-r VRA DIlVil <br />B T Q E E T <br />offal E/tv�iiin <br />c/ W+ �gU1�O�p <br />TYPICAL PLAN <br />N.75. <br />Ped A110le <br />Line <br />N0. DATE REVISIONS BY DESIGN RAWN BY APPROVED BY 19 B A U M B A C H & P I A Z Z A <br />LAUCHLAND RANCH SHEET OOF % <br />CIVIL ENGINEERS GRAOI N G PLAN JOB NO, <br />[d SURVEYORS <br />SUBMIT D By':�4v 323 W. ELM ST. LOCI, CALIF. SUBDIVISION IMPROVEMENTS FILE <br />86240 PM: SOS -36!l-8898 NO <br />R.C.E. DATE � 22—&7 SAN JOAQUIN COUNTY DIRECTOR Of PUBLIC WORKS <br />