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20 0 10 20 <br />SCALE IN FEET <br />MARSH STREET <br />Z 26.9 Z w - <br />O 26.90' LT O , v <br />GRATE: 30.5 <br />Q 52+05 SDMH 11 ~ <br />Z) I 10.50' LT R/W CONSTRUCTION C/L 55+70 12 I <br />— — <br />2' STUB OUT 10.50' LTT <br />Z FOR FUTURE <br />EP — I 0 <br />O(0 Z <br />UO <br />tI � <br />Z E 10971.99 N 4008 PO <br />O Ili <br />O CP MAG NAIL AC ip 3 ELEV=32.24 Z O <br />J C63CP MAG NAIL AC p <br />U O 00 — — c� 41 52+00 — I It <br />LO _ _ 5�+00 — — — 5� 0 — — 55+00 — _ 56+00 _ = LL' <br />04 <br />— — o T— r <br />w I SEE SD LINE 'J' EP W <br />= I SHT 15 I = <br />R/W <br />W <br />SEE SDLINE 'K' W <br />W SHT 15 55+70 18" DI 18 W <br />W 52+09 t 24" 116 8.00' RT <br />8.25' RT GRATE: 31.0 GRATE 30.2 <br />REMOVE & REPLACE <br />EXISTING INLET CONNECT <br />EX 10" RCP TO DI <br />I m <br />51+00 +50 52+00 +50 53+00 +50 54+00 +50 55+00 +50 56+00 +50 <br />36 36 <br />34 34 <br />EAIS77NG GND <br />Z <br />AT CONSTRUCTION <br />CENTERLINE O <br />32 F= 32 <br />EX 2" GAS <br />O Z EX 2" GAS (APPROX.) O Z <br />30 L LO <br />Z ( (APPROX.) (APPROX.)EX 6 WA �R ICD ~ 30 <br />LO O <br />W U I U <br />Z Z <br />28 J 365 LF 230 LF (TOTAL) J O 28 <br />= O 150 LF (TOTAL)24" HDPE PIPE 24" HDPE PIPE <br />U r <br />V r' 24" HDPE PIPE S=0.00'10 S=0.0010 � <br />1- - S=0.0010 <br />26 w LO LO � W 26 <br />IIn N N N I r1^ <br />VJ + �ZZ NN v, <br />NW LO = — <br />24 W W, (6 <br />O NNN 00 W 24 <br />° jzZ n �NN LO X <br />EX 6" <br />�o N —Jct EX"SEWER 2 N Z Z <br />`r» �? <br />Lr) <br />W 22 �" z�� �Z= 22 <br />� O <br />W ' <br />N <br />20 Z 20 <br />N <br />N <br />DATE: 11/29/07 TIME: 3:39:46 PM <br />NO. BY DATE REVISIONS: ,�_�"' >., 800-227-2600 SHEET NUMBER <br />a ` <br />a SERVER: LAYOUT: Layoutl ??,O <br />:'� DeROE /p/V�F ©_ © SAN J O A Q U I N COUNTY <br />PATH: N: \MTBO14800\CADD\IP ,J ��� or1P Ads 2c� <br />DRAWING NAME: IPMS05.DWG `�` m GARDEN ACRES -WALKER LANE AREA STORM of 16 SHEETS <br />o No. 5355 A SCALE <br />g PAGE SETUP: 2204 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility t * ° VERTICAL: 1'-2' <br />to verify the location & depth with theappropriate a encies. The contractor shall notify the / B E Y 0 N D E N ii N E E R N DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: 1'=20' <br />o DESIGNER: /NYM PROJ. MGR: NMM/ y Pg y \ <br />wengineer imediately regarding any discrepancies or ambiguities which may exist. JT IVIL �P <br />CAUTION: The en ineer re grin these Ions will not be responsible for, or liable for, unauthorized changes to or uses of these gTFOFCAUFOR� 1930 HOWARD ROAD, BUTS 125 MADERA, CA 98687 <br />9 preparing 9 P P 9 JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. -.--- 669.66t5220 TEL 669.66t4440 FAX WW�NOLTECOM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-29-07 MTBO14800 <br />