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ti <br />I <br />i <br />20 0 10 20 <br />SCALE IN FEET ^' <br />Y <br />Z REMOVE 19' t REMOVE 32't PLACE 12" HOLE AND MARSH STREET LIMSLURRYITSEOF <br />Q 8"RCP 12 CMP PLUG FOR FUTURE <br />LATERAL <br />Q 27+00 SDMH 6 27+19 END SWALE <br />O Z GRATE 28.4 EXISTING WA EH <br />CONSTRUCTION C/L 31+13 <br />+V)33' LT I <br />NZ Ld SLURRY SEAL <br />O >N EP R/W <br />LLJ026+00 17 00 28+00 _ 29+00 <br />Z SWALE— SWALE. 30+00 31 00 <br />— — — i-- <br />00 Pt. 40 3 <br />Uti 14 �� �� <br />E 93812. <br />ELEV=29.33 <br />CP MAG NAIL AC _ . O <br />Q W <br />yj <br />SEE SD LINE 'F' <br />EP Pt. 4012 <br />U-1 <br />SEE SHTL <br />N 9692.83 E 9692.83ELEV=29.73 <br />2724" DI 9 R/W CP MAG NAIL AC I Q <br />26.89 RT <br />GRATE: 29.0 v <br />CONNECT EX 12" Q <br />RCP TO DI <br />NOTE: <br />O SIGN OR MAILBOX RELOCATED TO I Q <br />TEMPORARY LOCATION & REINSTALLED V <br />AT END OF CONSTRUCTION <br />31+10 <br />30' RT LIMITS OF <br />SLURRY SEAL SLURRY SEAL <br />I: <br />+50 26+00 +50 27+00 +50 28+00 +50 29+00 +50 30+00 +50 31+00 <br />34 34 <br />W <br />32 <br />W 3= 32 <br />��a <br />N Z N <br />W <br />N PROPOSED C/L N <br />_H Z <br />°, <br />to _jL-0.407 <br />LE FLOW LINE o C14ad CO <br />`N++N <br />30Z N J <br />Q N LW <br />I— 0.25% <br />Q foo <br />28 � Z � 28 <br />•O Z I EXIS77NG GND <br />AT CONS7RUC77ON <br />NZ EX 2" GASCENTERLINE <br />26 Cl Q (APPROX.) 26 <br />Z W <br />J Q 350 LF (TOTAL) <br />18" H <br />24 = ti S=0.0010 <br />U\—EX2"GAS <br />00 (APPROX.) (�0 ��R 24 <br />Q W I O t N N <br />� <br />O N W + �? z <br />N O Cq N N <br />22 W Co > > N 22 <br />W M 'i i �� <br />W o >� F N� <br />a N Z N O <br />h N <br />N p = EX B" SEWER <br />20 z 20 <br />a » <br />w \ <br />W 18 18 <br />N <br />a <br />np] <br />v) <br />o DATE:11/29/07 TIME: 3:34:12 PM NO. BY DATE REVISIONS: oe(>,OFESS/pN� 800-227-2600 SHEET NUMBER <br />SAN JOAQUIN COUNTY 8 <br />Lx" SERVER: LAYOUT: Layoutl : �CVP�D E. p/G'2 �'. ;© © . <br />ViPATH: N:\MTBO14800\CADD\IP W l m pt4(0 $= <br />a DRAWING NAME: IPMS02.DWG No. 53551 GARDEN ACRES - WALKER LANE AREA STORM OF 16 LE SHEETS <br />N PAGE SETUP: 22X34 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility * / ° VERTICAL• 1•-2' <br />to verify the location & depth with the appropriate agencies. The contractor shall notify the Jp BVI B E Y 0 N D E N 0 1 N E E R I N G DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: 1•=20' <br />C1 DESIGNER: YNYY PROD. MGR: engineer imediotely regarding any discrepancies or ambiguities which may exist. glf0F AL\F�\P <br />�e 1980 HOWARD ROAD, SUITE 125 MADERA. CA 93687 <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these -- �' PREPARED FOR San Joa Uin COUnt DATE SUBMITTED: 11-Z9'O% JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 5 OAK5220 TEL 569.68L4440 FAX WWWAIOLTE.COM q Y MTBO14800 <br />