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SCALE 1"=50 P IL <br /> LOT <br /> GROUTED <br /> Rt" - - - - <br /> DITCH <br /> SHOULDER 0.°°°°°°` —' <br /> E.P. <br /> STREET - <br /> �,� SLOPE PROTECTION <br /> 0tK �� �� 9° NOT TO SCALE <br /> /\ 0) 0 METHOD "B" PLACEMENT FACING <br /> SECTION "12, GALTRANS STANDARD SPECIFICATIONS <br /> 99 <br /> o 0ON5TRly,,T DRIVEWAY <br /> 1,701 — HELL PER R-I' (TYPJ <br /> 10'I <br /> 15 ' MIN. <br /> D INAAS <br /> q <br /> GU.. FT.FT. m I /� Oji X <br /> \ \ n AR D LL 1 w sEE DETAIL <br /> ABOVE OYPJ <br /> � X <br /> 21 1 ch <br /> 30, BASIN BASIN <br /> I Z \ ROADSIDE DITCH WATER DIVER51ON <br /> x80' 1 / N 110' 1 NOT TO SCALE <br /> C a� P q8.3 I I 1 Q 10 \ THE LOCATION OF EACH RETENTION 5A5IN AND DRIVEWAY <br /> \ C{�F�Fg F F I I 1 i u~ �� Z F �,\ 15 TO BE DETERMINED AT TIME OF BUILDING PERMIT APPLICATION. <br /> T LOT &RAVING MUST DIRECT ALL SURFACE RUNOFF, INCLUDING <br /> 110, / I— \ ROADWAY DRAINAGE, TO THE BASIN. <br /> k 410"x60' x.7 110 1 - <br /> DISPOSAL AREA 1 D15P05 AREA tr <br /> \ LAG GRAVE <br /> 10' LOT LINE <br /> / 5,600 S.F. 5,285 I 1 I I — 1 1 ON5T CTION NTRANC <br /> j\ -1 110' _ 100 _ <br /> P RGEL 2 o - - o - _ <br /> hgy / 4 - _ <br /> �l 5 6 cw q 10 _ II 12 - _ 13 14 IS <br /> 8 _ /� <br /> GLRI `E (PR VT ) PAD ELEV. <br /> �I AJ <br /> Iso' MIN. <br /> EXI T 12"x48' G.S.P. <br /> DISPOSAL A 15' I '70'x12 1 LOT LINE <br /> 12,0005.. DISPOSAL AREA 1 <br /> 12,000 S.F. <br /> r — — 113' / \ °'h STREET LACE 4"X40' P. _ cE <br /> / � o <br /> ry E CO RETE W 5HOU TYPICAL LOT GRADING DETAIL <br /> 34'x80' NOT TO SCALE <br /> k <br /> `1436 PAD 415.6Oil ^ U <br /> 1 / °) NOTES: <br /> I� 00//0 I. ALL 6RAVIN& SHALL CHAPTER IS AND APPEEND COMPLY U.B.G. <br /> CHAPTER 33 <br /> / 2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL <br /> 1 TO I VERTICAL. <br /> / <br /> 3. REFER TO GEOTECHNICAL INVESTIGATION REPORT <br /> / RG L 3 PARCEL 4 BY KLEINFELDER, INC. NOV. 5. 2002) TO DETERMINE <br /> LOT GRADING, 517E PREPARATION AND FOUNDATION <br /> 43' 20' I 1 1 DRAINAGE TION BA51% — — — — — RECOMMENDATION. <br /> LL 1 II _ 4. ALL STRUCTURES SHALL BE ELEVATED 2 FEET <br /> /1 — — — ABOVE THE HIGHEST GRADE ADJACENT TO THE <br /> 10 DRAIA& RETENTION 5A51 VOLUME = 2.40 X I'75p00 0.25) I DRAIAGE RETENTION BASIN STRUCTURE. <br /> q 00 CU. FT. = 1"1,500 CU. <br /> WELL � — — — — — I I 12 I VO 22 .40 155,000 X 025) <br /> = 15;500 GU. FT. 1 <br /> DRAIA0 <br /> GE RE ON BASIN 110 12 <br /> 01,000 CU. FT. I 1 DRAINAGE NTION BASIN <br /> qp0 U. FT. <br /> 90 <br /> A <br /> VOLUME OF DRAINAGE RETENTION BASIN <br /> VOLUME = 2(GAR) OF DRAINAGE RETENTION BA51N <br /> DIMENSION SHOWN <br /> 12 <br /> VOLUME = 2 (2.40 X gOp00 X 025) <br /> = 41,000 GU. FT. <br /> !i 12 <br /> TYP. SECTION A—A SEAL: <br /> NOT TO SCALE <br /> Paot rssioq\ <br /> REVISIONS JOB N0. : 0209708P5 - CIVIL ENGINEER SHEET <br /> EARNEST F SMITH <br /> N0. DESCRIPTION DATE BY DATE ; �`x C•15372 <br /> ROSESCALE HORIZ. 1^=50' y�, 3131109) lI 5355 SOLARI RANCH ROAD PHONE (209) 931 -1375 CLOVER LANE <br /> SCALE VERT. : Tt SIM -/� STOCKTON, CALIFORNIA 95215 <br /> IMPROVEMENTS <br /> DRAWN <br /> c�� -r �E ems' DATE: /O 16- 03 <br /> �--' <br /> DESIGN : R.C.E. NO.: 15372 5 <br /> GRADING PLAN OF s <br /> CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31 -05 <br /> FILE N0. 020970BP5 <br /> Z4 I <br />