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Q� a <br />4'd7ree <br />11" 0 <br />Y® /n <br />,t"e w DUPLEX LOT <br />Osram /8 �� � <br />/0 1411 <br />D '17 0 1 7 Q B gash I <br />4'dTiee M/ _ <br />a 4q.E <br />emoo <br />O p✓ <br />-bti\CY—kM1� p"y vongrA� <br />l6'siTree <br />/6 <br />o ree <br />��q VWolrtul v� lh <br />1,0 A�4 Ati1 O p ` m <br />5-Poltras/O `Mo/nul o 12, Walnut /p' <br />a <br />/5 <br />p/['^Wi/eur 30 <br />fl <br />0 0,3 <br />dip <br />INDIANA <br />Q/\ <br />a (r <br />44 ,,1d49la?- Pod L O T <br />l t Q/ 6 <br />P/d E/6 YO/%O4 C <br />0 � <br />i <br />.yin. <br />it, <br />ILI <br />'FOCir /o74 5- /Y 6a �/-oc%¢o� �u ean>er/�;, ifa <br />d/-4 In, a $ •^iaiC20� Vo cit C / S x2211 <br />NO. DATE I REVISIONS I BYAPPROVED BY <br />DESIGN DRAWN BY <br />/00 .'t <br />v�� /I 5h 61-1 by <br />/. o •/• 'I <br />40.9 Bui /a'a/^ <br />t <br />c <br />0 <br />Hila of_ <br />e/1 Pod <br />L O T <br />8 <br />J/ 9 <br />Pwd E/CYOt%On <br />?7l«le T <br />STREET <br />TYPICAL COAMIN ",Lor QRAD//YJ <br />-- --- — --- 19 -- <br />Sur* TTED BY <br />R.C.E. DATE )-Z7-&7 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LODI, CALIF. <br />98240 PH: 208-368-6618 <br />aQ. <br />LEGEND <br />Finished Back of Walk Elevation <br />I - Finished Back of Lot Elevation <br />® - Pad Elevation <br />—4Z"— - Existing Ground 4P17YOUr <br />ExiStiny 6I-O&I F1evafian <br />N(Ylli: <br />Final lot grades may he adjusted in the field to <br />balance earthwork as directed by the I!ngineer. <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. Site Pre aration and Grading: Site preparation should include the stripping <br />and remova of vegetation 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 Wpartment. <br />9. All lot drainage shall be contained on the lot and drained to street. <br />GRADING PLAN BENSON PLACE <br />SUBDIVISION IMPROVEMENTS <br />SHEET © OF 6 <br />JOB NO. 8667 <br />FILE <br />NO. <br />N <br />w <br />INDIANA <br />Q/\ <br />a (r <br />44 ,,1d49la?- Pod L O T <br />l t Q/ 6 <br />P/d E/6 YO/%O4 C <br />0 � <br />i <br />.yin. <br />it, <br />ILI <br />'FOCir /o74 5- /Y 6a �/-oc%¢o� �u ean>er/�;, ifa <br />d/-4 In, a $ •^iaiC20� Vo cit C / S x2211 <br />NO. DATE I REVISIONS I BYAPPROVED BY <br />DESIGN DRAWN BY <br />/00 .'t <br />v�� /I 5h 61-1 by <br />/. o •/• 'I <br />40.9 Bui /a'a/^ <br />t <br />c <br />0 <br />Hila of_ <br />e/1 Pod <br />L O T <br />8 <br />J/ 9 <br />Pwd E/CYOt%On <br />?7l«le T <br />STREET <br />TYPICAL COAMIN ",Lor QRAD//YJ <br />-- --- — --- 19 -- <br />Sur* TTED BY <br />R.C.E. DATE )-Z7-&7 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LODI, CALIF. <br />98240 PH: 208-368-6618 <br />aQ. <br />LEGEND <br />Finished Back of Walk Elevation <br />I - Finished Back of Lot Elevation <br />® - Pad Elevation <br />—4Z"— - Existing Ground 4P17YOUr <br />ExiStiny 6I-O&I F1evafian <br />N(Ylli: <br />Final lot grades may he adjusted in the field to <br />balance earthwork as directed by the I!ngineer. <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. Site Pre aration and Grading: Site preparation should include the stripping <br />and remova of vegetation 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 Wpartment. <br />9. All lot drainage shall be contained on the lot and drained to street. <br />GRADING PLAN BENSON PLACE <br />SUBDIVISION IMPROVEMENTS <br />SHEET © OF 6 <br />JOB NO. 8667 <br />FILE <br />NO. <br />N <br />