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r <br />CURB, 6UTTER <br />AND SIDEWALK <br />FRONT LOT LINE REAR LOT LINE <br />I— 12' 6RAPIN6 HINGE POINT <br />HOUSE FINISH FLOOR <br />- LOFIiTLSUBDIVISION <br />T GRADING TO BE BY <br />BUILDING CONTRACTOR , MINIMUM <br />PROTECTIVE 51DEYARD SLOPE TO <br />BE . O 1 , REAR LOT L I NE TO <br />BACK OF SIDEWALK. <br />SECT 1 ON A � A <br />NO SCALE <br />12' 6RAPIN6 HIN6E POINT <br />I N—TRACT TYPICAL <br />(EXCLUD I N6 LAKE LOTS) <br />LOT 6R/ -AV I N6 VE7A I L <br />NO SCALE <br />NOTE TO SUBDIVISION CONTRACTOR <br />THE LOTS SHALL BE &RAPED TO THE ELEVATIONS AS STAKED BY THE EN6INEER, OR AS <br />DIRECTED BY THE E46INEER. PROPOSED ELEVATIONS SHOWN ON LOTS ARE MINIMUMS ONLY, <br />AND IN SOME INSTANCES FINISH LOT ELEVATIONS MAY BE HI6HER THAN THOSE SHOWN <br />ON THE PLAN. <br />STREET <br />SECT I ON5 <br />STREET NAME <br />50' <br />60' <br />66' <br />6RADE THE HI6H SIDE <br />4-j" <br />D.O. <br />6" <br />v&T. <br />7' <br />g ' <br />A.G./A, B. <br />T.1 <br />NRA <br />LAKEVIEW DRIVE ENTRY <br />5.0' <br />DIKE WHERE SHOWN ON <br />LAKEVIEW DRIVE <br />4.5' <br />THE PLAN. DIKE SHALL <br />z <br />R—VALUE NOTE <br />R -VALUE TESTING SHALL BE PERFORMED ON SU55RADE AFTER THE R006H <br />6RADIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE <br />USED FOR THE FINAL ASPHALTIC PAVEMENT DESI6NS. THE CONTRACTOR <br />SHALL WORK CLOSELY WITH THE SOILS EN61NEER TO DETERMINE THE <br />EXTENTS OF THE 6RADIN6 WORK REQUIRED IN AREAS DEEMED UNACCEPTABLE <br />BY THE SOILS ENGINEER. ALL FINAL DE5I6N5 AND SOLUTIONS SHALL BE <br />APPROVED BY SAN JOAQUIN COUNTY PRIOR TO PLACING THE A66RE6ATE <br />BASE ROCK. <br />STREET SECTIONS AND PAVEMENT SECTIONS ARE FOR REFERENCE ONLY. <br />SEE THE IMPROVEMENT PLANS FOR THE APPROVED SECTIONS. <br />6RADE THE H16H 5IDE (3 <br />O <br />LOT GRADE TO 1.0' -� <br />BEYOND THE LOT LINE IL <br />AS SHOWN. <br />1.0' N <br />LOT 6RADE <br />CATCH POINT <br />ADJACENT LOT 6RADE <br />TYPICAL SIDE LOT GRADING <br />SECT 1 ON "A 11 <br />APPROXIMATE EARTHWORK QUANTITIES NO SCALE <br />TOTAL CUT REQUIRED ........................................... bq,150 CU. YD5. <br />TOTAL COMPACTED FILL REQUIRED ( SHOWN A5 SHADED LOTS ) ...... 83,414 CU. Y05. <br />EXCE55 DIRT ................................................. 5,736 CU. Y05. <br />Z J PROPOSED EN61NEERED FILLS <br />TO BE PLACED AS PER THE <br />QO S�LL SOILS REPORT. <br />2 0O <br />EXISTING g0% COMPACTION <br />6ROUND _ _ z <br />Q <br />— — ^ iL— — — — — — — �I —�: EXISTIN6 GROUND TOBE O Z <br />m i iTHE PREP <br />ARED AS PER <br />LS REPORT. � � O <br />UNDISTURBED IL <br />NATIVE SOIL 12't EXCAVATE A KEYWAY AT THE H <br />TOE OF THE PROPOSED FILL l Z Q <br />SLOPE AS SHOWN. BACKFILL <br />AND COMPACT TO q0% RELATIVE <br />COMPACTION, TYP. l O <br />I� QL <br />TYPICAL TOE OF FILL SLOPE N Q <br />KE*rAA1' VETA I L m to <br />NO SCALE Z O <br />v� Y� <br />QZ � •jp <br />O Aci <br />ZU <br />lti <br />r pk <br />Y Z <br />6RAVE BREAK GRADE A BENCH FOR FUTURE • vUTURE LOT � <br />Vwwvw- <br />LOT 6RADE 12' 6RADIN6 3' MIN. SPOILS, AT LOCATIONS AS DIRECTED 12' 6RADIN6 RYAN CARREL, R.C.E. 61619 <br />HINGE POINT. BY THE DEVELOPER. HI N6E POINT. DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />Q QRpFESSI <br />IL' i !L' <br />j Q 2 n EX. 64WUND. <br />� No.61619 �^ <br />CATCH POINT Exp. 6-30-07 <br />ADJACENT LOT 6RADE PROP.F'SHADED AREA 1;15 E 7 SLOPE UP TO MEET t� CIVIL <br />AREA TO BE EXCAVATED. PROP. LOT GRADE CFrAt1F <br />TYPICAL BACK LOT 6RADIN6 <br />SECTION 11a11 <br />NO SCALE <br />STREET EXCAVA71 ON VETA I L <br />NO SCALE <br />R tO <br />REC 0VINE <br />DRAWN BY: KEVIN <br />DATE: DEC. 26, 2OL-6 <br />SCALE: <br />1"=500' <br />DWG: 296PH"-CVR <br />CHECKED: R. D. C. <br />JOB # 2g6A-04 <br />SHEET <br />BE I I <br />12" <br />J <br />6RADE THE HI6H SIDE <br />p <br />LOT 6RADE TO 2.0' <br />-1 <br />BEYOND THE LOT LINE <br />Y <br />AS SHOWN. <br />Q <br />2. 0' <br />Z J PROPOSED EN61NEERED FILLS <br />TO BE PLACED AS PER THE <br />QO S�LL SOILS REPORT. <br />2 0O <br />EXISTING g0% COMPACTION <br />6ROUND _ _ z <br />Q <br />— — ^ iL— — — — — — — �I —�: EXISTIN6 GROUND TOBE O Z <br />m i iTHE PREP <br />ARED AS PER <br />LS REPORT. � � O <br />UNDISTURBED IL <br />NATIVE SOIL 12't EXCAVATE A KEYWAY AT THE H <br />TOE OF THE PROPOSED FILL l Z Q <br />SLOPE AS SHOWN. BACKFILL <br />AND COMPACT TO q0% RELATIVE <br />COMPACTION, TYP. l O <br />I� QL <br />TYPICAL TOE OF FILL SLOPE N Q <br />KE*rAA1' VETA I L m to <br />NO SCALE Z O <br />v� Y� <br />QZ � •jp <br />O Aci <br />ZU <br />lti <br />r pk <br />Y Z <br />6RAVE BREAK GRADE A BENCH FOR FUTURE • vUTURE LOT � <br />Vwwvw- <br />LOT 6RADE 12' 6RADIN6 3' MIN. SPOILS, AT LOCATIONS AS DIRECTED 12' 6RADIN6 RYAN CARREL, R.C.E. 61619 <br />HINGE POINT. BY THE DEVELOPER. HI N6E POINT. DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />Q QRpFESSI <br />IL' i !L' <br />j Q 2 n EX. 64WUND. <br />� No.61619 �^ <br />CATCH POINT Exp. 6-30-07 <br />ADJACENT LOT 6RADE PROP.F'SHADED AREA 1;15 E 7 SLOPE UP TO MEET t� CIVIL <br />AREA TO BE EXCAVATED. PROP. LOT GRADE CFrAt1F <br />TYPICAL BACK LOT 6RADIN6 <br />SECTION 11a11 <br />NO SCALE <br />STREET EXCAVA71 ON VETA I L <br />NO SCALE <br />R tO <br />REC 0VINE <br />DRAWN BY: KEVIN <br />DATE: DEC. 26, 2OL-6 <br />SCALE: <br />1"=500' <br />DWG: 296PH"-CVR <br />CHECKED: R. D. C. <br />JOB # 2g6A-04 <br />SHEET <br />BE I I <br />12" <br />INSTALL 6" H16H A.G. <br />DIKE WHERE SHOWN ON <br />THE PLAN. DIKE SHALL <br />z <br />CONFORM TO GAL TRANS <br />a <br />STANDARD PLANS TYPE <br />"A" AS SHOWN ON <br />N <br />DRAWIN6 A-87 I <br />o <br />ASPHALT PAVIN6 <br />r <br />AS PER PLAN <br />o <br />A66RE6ATE BASE <br />zz <br />AS PER PLAN <br />A. G. O I KE <br />VETA I L <br />SCALE 1"=1' <br />Ln <br />U m <br />W Z C io n <br />Ln <br />m >�Ml� <br />a o <br />N <br />Z <br />c rz <br />O .� <br />U�..�OO <br />LLJ <br />Z <br />OW <br />v , <br />Z ��Ln <br />�. <br />_c <br />N 0 In <br />V) V Z �0o <br />ZD <br />W <br />a <br />Z J PROPOSED EN61NEERED FILLS <br />TO BE PLACED AS PER THE <br />QO S�LL SOILS REPORT. <br />2 0O <br />EXISTING g0% COMPACTION <br />6ROUND _ _ z <br />Q <br />— — ^ iL— — — — — — — �I —�: EXISTIN6 GROUND TOBE O Z <br />m i iTHE PREP <br />ARED AS PER <br />LS REPORT. � � O <br />UNDISTURBED IL <br />NATIVE SOIL 12't EXCAVATE A KEYWAY AT THE H <br />TOE OF THE PROPOSED FILL l Z Q <br />SLOPE AS SHOWN. BACKFILL <br />AND COMPACT TO q0% RELATIVE <br />COMPACTION, TYP. l O <br />I� QL <br />TYPICAL TOE OF FILL SLOPE N Q <br />KE*rAA1' VETA I L m to <br />NO SCALE Z O <br />v� Y� <br />QZ � •jp <br />O Aci <br />ZU <br />lti <br />r pk <br />Y Z <br />6RAVE BREAK GRADE A BENCH FOR FUTURE • vUTURE LOT � <br />Vwwvw- <br />LOT 6RADE 12' 6RADIN6 3' MIN. SPOILS, AT LOCATIONS AS DIRECTED 12' 6RADIN6 RYAN CARREL, R.C.E. 61619 <br />HINGE POINT. BY THE DEVELOPER. HI N6E POINT. DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />Q QRpFESSI <br />IL' i !L' <br />j Q 2 n EX. 64WUND. <br />� No.61619 �^ <br />CATCH POINT Exp. 6-30-07 <br />ADJACENT LOT 6RADE PROP.F'SHADED AREA 1;15 E 7 SLOPE UP TO MEET t� CIVIL <br />AREA TO BE EXCAVATED. PROP. LOT GRADE CFrAt1F <br />TYPICAL BACK LOT 6RADIN6 <br />SECTION 11a11 <br />NO SCALE <br />STREET EXCAVA71 ON VETA I L <br />NO SCALE <br />R tO <br />REC 0VINE <br />DRAWN BY: KEVIN <br />DATE: DEC. 26, 2OL-6 <br />SCALE: <br />1"=500' <br />DWG: 296PH"-CVR <br />CHECKED: R. D. C. <br />JOB # 2g6A-04 <br />SHEET <br />BE I I <br />