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SCALE 1"=50' ---------- LOT <br /> ROUTED <br /> 0 <br /> 0 <br /> DITCH .-1 <br /> 00 <br /> 041 <br /> 0, <br /> SHOULD0 <br /> ER <br /> STREET <br /> ----------- -------------- <br /> SLOPE PROTECTION <br /> tK NOT TO SCALE <br /> 'c� METHOD "B" PLACEMENT FACING <br /> 5ECTION -72, CAL N5 STANDARD SPECIFICATIONS <br /> 77777--77".1" ------ CONSTRUCT 0RIVEY4AY <br /> PER R-11 <br /> WELL <br /> ----------- <br /> .......... <br /> th <br /> -15 INArvE TENTION , A <br /> .......... <br /> q,00 6V FT, <br /> co SEE DETAIL <br /> \A ........... i <br /> L 0) ABOVE (TYP) <br /> < <br /> BASIN <br /> A c� 01 <br /> On F- <br /> 0) ROADSIDE DITCH VSATER DIVER510N <br /> NOT TO SCALE <br /> :Tz <br /> 4'xeO' <br /> THE LOCATION OF EACH RETENTION DA51N AND DRIVEY4AY <br /> qa.5 C�D 1011 15 TO BE DETERMINED AT TIME OF BUILVIN(7 PERMIT APPLICATION, <br /> F.F. 1O <br /> Q) LOT 6RADINC7 MUST DIRECT ALL SURFACE RUNOFF, INCLUDING <br /> pr ILL - <br /> ROADINAY DRAINAGE, TOT BASIN. <br /> 10, <br /> Lu <br /> uj (3 <br /> CIO x 0 10, 10, Lu <br /> ................................. <br /> DISP05AL AR DISPOSAL AREA 7LA 6RAVE ------------ LOT LINE <br /> 5,600 5.F. 5 2 '5 <br /> 100 <br /> 110, <br /> log--- <br /> ........... im— -m—, —--------fflf- <br /> 1:2 15 14 15 <br /> a q 10 . ......... <br /> PAD ELEV. <br /> ................ <br /> Of WELL i.ANE (F A T <br /> 0,5 P <br /> '70'x[2 LOT LINE <br /> DISPOSAL EA V15IF05AL AREA <br /> 12,000 5.F. 12,000aF. <br /> LAGE 4"X40' P. <br /> j STREET q <br /> L�rc��F- cc 0 RETEN SHOU TYPICAL LOT 6RARING DETAIL <br /> 54'x50' NOT TO SCALE <br /> 6 <br /> '15h <br /> 94� PAD <br /> 101 F, 0) NOTES: <br /> u 6//Ot 0) I. ALL 6RASING SHALL COMPLY WITH 11111-7 U.D.C. <br /> CHAPTER la AND APPENDIX CHAPTER 33. <br /> 2° No SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL <br /> TO I VERTICAL. <br /> 5. REFER TO (5EOTECHNICAL INVE5TIC7ATION REPORT <br /> ------ BYKLEINFELVER, INC. (NOV.-5,-2QOj2 TO DETERMINE <br /> LOT 6RADING, 51TE PREPARATION AND FOUNDATION <br /> R6 L 3 PARCEL 20, DRAINAGE R TENTION BASIN RECOMMENDATION. <br /> 45 WELL 4. ALL STRUCTURES SHALL BE ELEVATED 2 FEET <br /> 10 ABOVE THE HI,57HE5T GRADE ADJACENT TO THE <br /> - DRAINAC7E RETENTION BA51 -75,000 .25) STRUCTURE. <br /> 10 VOLUME R- 2.40 X 1 -7,500 cu. DRAINAC7E RETENTION BA51N <br /> !r- A q, 00 CU. FT. I <br /> WELL 12 VOL E 2 .40 155,000 X 0,25) <br /> 15,000 CU. FT. <br /> �ION BA51N <br /> 11,0 <br /> RET 7 10 <br /> 1,000 C.U. FT, 10, DRAINA6E R,5TENTION BASIN <br /> V FT. <br /> 90 — <br /> L . ....... ... ......... <br /> VOLUME OF PRAINA(5E RETENTION BA51N <br /> VOLUME = 2(CAR) OF DRAINA6E RETENTION BA51N <br /> 12 <br /> DIME N 51ON 5HOINN <br /> VOLUME 2 (2.40 X 110,000 X 0.25) 41,000 CU, FT. <br /> 15 <br /> TYF. 5ECTON A-A SEAL, <br /> NOT TO SCALE <br /> REVISIONS JOB NO. 020970BP5 EARNEST F. SMITH - CIVIL ENGINEER SHEET <br /> DESCRIPTION---- D4� BY DATE : <br /> __-. ....._-----.... . ROSE CLOVER LANE <br /> SCALE HORIZ. 1 50' 5355 SOLARI RANCH ROAD PHONE (209) 931 —1375 <br /> ------------------ SCALE-V--F <br /> VERT. STOCKTON, CALIFORNIA 95215 IMPROVEMENTS <br /> ------ ................. DATE: <br /> ............................... .............. DRAWN : <br /> ...... ........... R.C.E. NO., 15372 <br /> DESIGN--: DESIGN ENGINEER EXP, DATE: 3-31 -05 GRADING PLAN OF 6 <br /> CHECK FILE NO. 020970BP5 <br />