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t <br />MARSH STREET 20 0 10 20 <br />46+15 24" DI 12 SCALE IN FEET <br />46+15 SDMH 9 27.68' LT, GRATE 31.0 <br />10.50 LT L <br />CT EX 10" + 1 " 114 <br />DI 27.77' LT <br />z GRATE: 29.9 z w <br />0 R/W 50+55 SDMH 10 0 'v <br />� EP — — — — — — - — 10.50' LT Q <br />0 <br />�z oz <br />+ Pr. ,010 <br />Pt.! ,009 I + <br />z E 10334.70 0 -H N 105 .61 <br />p 3 E 10735.61 Z <br />O16 <br />I� r7 ELEV=31.72 LLQ 0 <br />1 CP MAG NAIL AC <br />QP UAr KWI AC 1 <br />U �3 <br />z_ _ _C63 U.1 <br />U <br />W 46100 – I – – 47+00 – – – n 48+00 49+00 v 50+00 51 Z W <br />0 <br />= LL `O LL <br />AIU <br />SEE SD LINE 'H' EP SEE SD LINE 'I' I Q W <br />WI I M :S:HT 15SHT 15 2 W <br />505 24" DI 15 I <br />W 46+15 24" DI 13 8.86' RT, GRATE: 30.9 <br />W ACE U-1 <br />CONNECT EX GRATECONSTRUCTION CL REMOVE & <br />2" 31 0 EXISTING INLET, LCONNECT W <br />R/yy / <br />RCP TO DI EX 10" RCP TO DI W <br />+50 46+00 +50 47+00 +50 48+00 +50 49+00 +50 50+00 +50 51+00 <br />34 34 <br />EX/SANG GND <br />AT CONS TRUCTON <br />CEN7ERL7NE <br />32 32 <br />z z <br />0 EX2"GAS EX2"GAS 0 <br />30 I— (APPROX..) (APPROX.) 30 <br />EX 6" WATER I <br />j (APPROX.) j <br />LO ?� to <br />28 L0 + <br />1 28 <br />0 150 LF (TOTAL) Ln 0 <br />440 LF 24" HDPE PIPEz Of W U <br />W U 34" H (TOTAL) 24" HDPE PIPE S=0.0010 W <br />26 J 0 24 SHO 0010DPE 1PE S=0.0010 0 26 <br />_ U- J LL <br />Ui (p toNNN I <br />W N N N + D Z z <br />24 W� + _� ANN I� w 24 <br />c0 of. - O �— <br />W I °' v>> N�� (n <br />:MNZZ to > Jd' <br />22 W 1n z -i W W 22 <br />a o <br />�o <br />20 <br />W 0 <br />20 <br />Q3CQ <br />CS S Z <br />N <br />a <br />18 <br />18 <br />N <br />N <br />H <br />DATE: 11/29/07 TIME: 3:37:46 PM NO. BY DATE REVISIONS: ,•�oQRpFESS/pN�� 800- ©7-2600 <br />SHEET NUMBER <br />a SERVER: LAYOUT: Layout'!,.� �p,LD E. pz F,L � <br />SAN JOAQUIN COUNTY 10 <br />aPATH: N:\MT8014800\GADO\IP ;'w �° GARDEN ACRES -WALKER LANE AREA STORM OF 15 SHEETS <br />WIN <br />a DRAG NAME: IPMSO4.DWG No. 53551 SCALE <br />(6PAGE SETUP: 22x34 Note: All utilities & obstructions shown area approximate. It is the contractors responsibility ` PP P Y E 9 <br />- VERTICAL: 1 "- 2' <br />I E e verify the location & depth with the appropriate agencies. The contractor shall notify the :IVIL P B E Y 0 N D E N 0 I N E E R N Q DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: 1"-20' <br />DESIGNER: /AIMM PROJ. MGR: MMMA <br />x engineer imediately regarding any discrepancies or ambiguities which may exist. J �� <br />1930 HOWARD ROAD, SUITE 125 MADERA, CA 93637 <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these f OF CAL1Fp� JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. 669.861.6220 TEL 569.961.4440 FAX WWWADLTECOM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-29-07 MTB014800 <br />