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20 0 10 20 <br />1+17 BEG SLURRY SEAL <br />SCALE IN FEET <br />30' LT <br />SONORA STREET <br />3+25 18" DI 3 <br />18' LT, GRATE 27.4 N <br />Q 1+75 BEG. SWALE 3+25 SDMH 2 3+40 SWALE 6+00 SDMH 3 <br />J I 1+50 24" DI 1 18 LT, FL 25.20 18' LT, FL 27.65 <br />3.50' LT 3.50 LT Z <br />18' LT, GRATE 27.7 2+00 SWALE 3+50 END SWALE 6+00.00 DI 5 <br />12 ON RCPT TO DI 18' LT, FL 27.28 18' LT, FL 28.24 <br />�I 1+50 SDMH 1 R/W CONSTRUCTION C/L 18 LT, GRATE 26.5 <br />F3,50' LT — Q <br />EP I <br />A CD Z <br />Pt. 401. —. I <br />YYY + r <br />Pt. 44 N 101 7 � <br />N 10115.21 I � +I N 10226.31 O <br />E 8668.33 AC 1/1 E 8981.99 N 1 <br />ELEV=27.91 ii ELLY=28.17 r , <br />CP N+T p 3 CP MAG NAIL AC 3 Uj U <br />Z n/ <br />1100 2+00 3+00 4+005+00 0 6+00 J Q <br />I- <br />wLIMI- -- -- --- - '\\,SEE <br />TS OF SLURRY SEAL I SEE SD LINE 'A' EP SEE SD LINE 'B' <br />SHT 15 SHT 15 SD LINE 'C' w <br />R/W <br />SH 15 W <br />1-1-50 24" DI 2 NOTE: 3+26 24" DI 4 (n <br />1+17 BEG. SLURRY 21' RT, GRATE 27.0SIGN OR MAILBOX RELOCTED TO 20' RT, GRATE 27.7 <br />O 6+00 18" DI 6 <br />I SEAL, 30' RT CONNECT EXISTING TEMPORARY LOCATION &REINSTALLED REMOVE &REPLACE 18' RT, GRATE 28.Ot <br />12" CMP TO DI AT END OF CONSTRUCTION EX INLET, CONNECT <br />EX 12" CMP TO DI <br />I <br />1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 <br />34 34 <br />32 32 <br />0 <br />EXISANG GND <br />Lo N ~ w AT CONSTRUCAON <br />C 7 a CENTERLINE < N <br />NzZ 3 3 06 0 <br />30 w 1= — W 1n N z <br />r Q N w r EXIS77NG GND F F- UJ c� <br />w AT PROPOSED _j x 30 <br />� J N LEFT SWALE PROPOSED LEFT 3 w Z <br />EX 12" RCP z O Z 0 1� SWALE FLOW LINE 0 0 N cii _O <br />STORA/ DRAIN n 5 F- a 0 04 N ,n p <br />28 (18'f LEFT) ± m M o N r7 M w M H <br />28 <br />1� <br />EX 2" GAS 0.26% 0 EX 2" GAS O Z <br />(APPROX.) EX 2" GAS (APPROX.) EX 4" WATER I L <br />0 <br />(APPROX.) (APPROX..) CD Z <br />26 �� EX 4" WATER O 26 <br />(APPROX.) ULI (� <br />Z <br />JC <br />24U_ <br />U_ <br />275 LF V CD 24 <br />32 LF175 LF 18" HDPE PIPE I-– <br />18" HDPE PIPE 18" HDPE PIPE S=0.0020 Q LU <br />S=0.0020 S=0.0020 12 w <br />22 U) 22 <br />LU <br />1010 (0 _(0 to CO (0 LSI <br />n N Nt0 <br />t� t0 4 't '^ <br />20 NN N NN N MN N VJ <br />a N OZ_ ? n 0 NZ Z <br />0 J � Z a a j + F- a a 20 <br />ro r°oo_* ± ��N N EX8"SEWER Zp <0 0NN <br />�O <br />ow 1� a 00 > > <br />W. <br />M e <br />X `., O'i � Z + >O N = — Z Z M •- Z Z ltj 00 > > <br />> Z� — — <br />O <br />18 4 ZO? Uw jrZ V) ZJ x !n ZJ V) zJ d' <br />a I"' 188 <br />a Z C�) Q3 03 <br />w <br />z <br />a <br />a N0. BY DATE REVISIONS: <br />N DATE: 11/29/07 TIME: 3:23:49 PM QRQFESS/d800 227-2600 SHEET NUMBER SAN JOAQUIN COUNTY ry �''�. " <br />CC, SERVER: LAYOUT: IP -04 / F��p,�D E, p�F2 © p <br />w PATH: N:�MTB014800\CADD\IP <br />OF 16 SHEETS <br />a DRAWING NAME: IPSS0I.DWG No -5355 �. GARDEN ACRES - WALKER LANE AREA STORM SCALE <br />a PAGE SETUP: 22x34 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility * g ° VERTICAL: 1'-2' <br />DESIGNER: MNM>I PROD. MGR: MMMN to verify the location & depth with the appropriate agencies. The contractor shall notify the B E Y 0 N D E N G 1 N E E R I N G DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: r=20' <br />Nengineer imediately regarding any discrepancies or ambiguities which may exist. nay CIVIL �P <br />w CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these rFOF Ckff'-' � 1030 HOWARD ROAD, SUITE 125 MADERA, CA 99597 JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. `TY` 559.55t5220 TEL 559.05t4440 FAX WWW.NOLTE.COM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-29-07 MTB NUMBER <br />