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j <br />APN 121-100-58 <br />-55 <br />APN 121-100-30 1 1 1 <br />1 APN 121-100-31 1 APN 121-100-32 1 <br />X <br />ll <br />RESET EXISTING <br />FENCE TO NEW <br />GRADE <br />CENTERLINE STRIPE PER CAL -TRANS <br />-.- \ STD. PLAN A20A, DETAIL 2 <br />(STA. 1+15± to STA. 3+00) <br />V <br />V' <br />A 0 C <br />y <br />j <br />CENTERLINE STRIPE PER CAL -TRANS <br />STD, PLAN A20A, DETAIL 16 7- <br />jib <br />APN 121-100-33 APN 121-100-34 <br />APN 121-100-35 <br />EXISTING 8' WIDE DRAINAGE EASEMENT <br />APN 121-100-36 <br />3+00 3+63.81 <br />Lq <br />�'Fi' VALUE <br />LOCATION <br />4;/ <br />1 EASEME <br />'-rOP & STREET NAME SIG <br />.46 S PAD GRADE (TYP) <br />'\ PERS.J'CQ,..STD. DETAIL R-25 <br />CONSTRUCT 105 L.F. I LU CONSTRUCT 159 L.F. <br />V z DRAINAGE DITCH <br />DRAINAGE - FG <br />DITCH LU < W <br />Z <br />Uw' <br />< <br />EXISTING FENCE w <br />58 i TO REMAIN <br />x <br />ice0 <br />x <br />Xx x <br />z- x x 7 <br />\ dogs -777 <br />W53 PER S.J.Co. <br />STD. DETAIL R-26 APN 121-100-41 <br />st'D <br />TO <br />0& <br />\ \S/� <br />GRADING NOTES <br />1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY: <br />NEIL ANDERSON & ASSOCIATES., INC. 411,9f vdla9 S'il// cv�*l M'1-7 7&,- /9"%/ 4'466, C4h 01tr29 )e �%�lx CfkYitc 767 CURB & <br />2. CUT/FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL GUTTER 2% <br />3. CLEARING AND GRUBBING BID SHALL INCLUDE COST FOR REMOVING EXISTING FENCES, IRRIGATION LINES TREES BUILDINGS :Z=- <br />22' <br />CONCRETE SLABS AND CONCRETE FOUNDATIONS <br />4. MINIMUM FINISHED REAR OF LOT GRADE SHALL BE THE EQUAL TO THE PAD GRADE UNLESS OTHERWISE NOTED. <br />5. THE INTENT OF THESE PLANS IS TO BALANCE THE EARTHWORK AT THE ROUGH GRADING STAGE. THE CONTRACTOR IS <br />RESPONSIBLE FOR VERIFYING THE GRADING QUANTITIES AND SHALL COMPENSATE FOR ANY FUTURE UNDERGROUND UTILITY <br />TRENCH SPOIL IF DURING THE GRADING PROCESS THE CONTRACTOR DETERMINES THERE IS EITHER AN EXCESS OR SHORTAGE 10, <br />OF DIRT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE APPROXIMATE SHORTAGE OR EXCESS YARDAGE OF DIRT, IN <br />TURN THE ENGINEER WILL MAKE ADJUSTMENTS TO THE PLAN TO ACCOMMODATE THE QUANTITY DISCREPANCY. THE ENGINEER <br />SHALL GET APPROVAL FROM SAN JOAQUIN COUNTY. <br />6. BUILDING PADS: CONTRACTOR TO PROVIDE COMPACTED PADS FOR BUILDINGS GRADED TO THE ELEVATIONS SHOWN ON THE <br />GRADING PLAN. <br />7. ALL COMPACTION TESTS TO BE PAID FOR BY THE CONTRACTOR. (THIS INCLUDES ROADWAY AND TRENCH BACKFILL) <br />VARIES <br />APN 121-100-40 <br />COMPACTED AREA I VARIES 5' MIN. <br />A <br />Y I <br />Uj <br />z <br />V) -i 21 I <br />\_UNDERCUT FOR ROUGH <br />GRADE EXCEPT WHERE SIDE YARD SWALES TO BE CUT AFTER <br />EXIST. TREES ARE IN HOUSES ARE COMPLETED. (NOT A PART <br />CONFLICT OF THIS CONTRACT) <br />1YPICAL LOT GRADING <br />NO SCALE <br />Design <br />m. r. c. <br />Drawn <br />C.g.c. <br />Check k. 1. k. <br />0 M <br />0 <br />Ui <br />6 <br />z <br />W ca <br />V <br />0 <br />34 <br />z <br />H <br />1,4 co <br />9�D ON <br />E- tO <br />Z <br />% <br />0 r / <br />E 2 <br />F0 <br />0 Zo <br />WoC,2 <br />U <br />ZCD <br />I <br />0 <br />cern <br />0 C:) <br />F C,2 <br />Z <br />0 z <br />V) :5 <br />> (L CL <br />0 <br />M <br />z <br />M LILJ <br />v):x <br />La <br />0 <br />JX <br />_j <br />0 :2 CL <br />C.) <br />Date <br />5/18/93 <br />Job Number <br />1224-001 <br />Scale <br />1" <br />=20' <br />Sheet Number <br />:3 of 11 <br />File Number —1 <br />E-1742 <br />3,63 /. 2 C, <br />