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• <br />A. <br />0 <br />W <br />Y <br />U <br />I <br />MARSH STREET 20 0 10 20 <br />ZI SCALE IN FEET <br />40+38 X71 42+85 18" DI 10 <br />23' LT N 10269.24 , <br />LIMITS OF I Q SLURRY SEAL E 9851.00 BEGIN SWALE RATE 31.1 <br />SLURRY SEAL ELEV=29.69 <br />CP MAG NAIL AC 43+13 SDMH 8 Z <br />Q 42+75 SDMH 8 25.00' LT, FL 31.2 O <br />Z 10.50 LT END SWALE � <br />\ R/W CONSTRUCTION C/L <br />EP <br />I— — -- — -- -- -- -- --pZ <br />L0 Z <br />LO -H o <br />00 w <br />Of <br />40+00 41+00 N 42+00 43+00 44+00 45+00 J O <br />LL <br />+l In j <br />n c� w U T— <br />la <br />EP w <br />co <br />I — — — — — 42+79 24" DI 11 <br />40+46 SDMH 7 SEE SD LINE 'G' 7' RT, GRATE 30.5 w <br />13 LT REMOVE & REPLACE SHT 15 REMOVE & REPLACE in <br />EX SDMH R/W EXISTING INLET, <br />CONNECT EX 12" <br />REMOVE & REPLACE CMP TO DI <br />EXISTING 24" STORM DRAIN <br />40+00 EX SDMH <br />26' RT. <br />I40+31 <br />LIMITS OF 73' RT <br />SLURRY SEAL SLURRY SEAL <br />40+00 +50 41+00 +50 42+00 +50 43+00 +50 44+00 +50 45+00 +50 <br />EX/SANG GND 42+85 BEGIN SWALE <br />EXISANG GND AT PROPOSED <br />25.0' LEFT 31.10 <br />AT CONS A?UCAON LEFT SWALE 43+13 END SWALE <br />32 CENIERL/NE 25.0' LEFT 31.20 32 <br />0.36% <br />EX 20 GAS� 30 (APPROX.) A 2" GAS <br />—\ <br />(A 2" <br />30 <br />EX 6" WATER <br />EX 6" WATER (APPROX..) Z <br />28 (APPROX..) <br />O 28 <br />_ Q <br />60 LF 229 LF 340 LF (TOTAL) LID <br />Z <br />26 224" HDPE PIPE 24" HDPE PIPE 24" HDPE PIPE I + Z <br />S=0.0000 S=0.0010 s=o.00to � Z 26 <br />O <br />PO <br />' U <br />Ecom W <br />24 *^°° C14 <br />�� W; <br />o Wi(6 N L0""" z 0 24 <br />+ = 2 Z TJ LL <br />= <br />+ ZZ N <br />h�hh O 2a a <br />N N N N -H H + 00 a U r <br />Z Z Z= w L n �» = N Z Z F- <br />22 <br />22N oY 2Z�Z NZ_J� I�w <br />0 _J2 22 <br />ZZZZ 0ZN <br />O O > <br />E 20 w'^ 20 <br />-S VJ <br />v � O <br />� h N <br />1 8 SSMH O ? <br />W 18 <br />e <br />INV 8" THRI/ 14.26 <br />w INV 8" IN 14.29 = Z <br />N <br />16 <br />16 <br />N <br />H <br />SHEET NUMBER <br />N0. BY DATE REVISIONS: B°° -227-2B°° SAN J O A Q U I N COUNTY g <br />DATE: 11/29/07 TIME: 3:35:43 PM OQ(20FESS/�N o <br />a SERVER: LAYOUT: Loyoutl ''`y,��`�`�'o�PI.D E. p�F2 °.,e O 0.. <br />Di <br />PATH: N: \M1B014800�CA.DWG\IP s� © GARDEN ACRES - WALKER LANE AREA STORM OF 15 SHEETS <br />a DRAWING NAME: IPMS03.DWG � No. 53551 SCALE <br />� PAGE SETUP: 22x34 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility '} Exp.6 e <br />DRAINAGE IMPROVEMENTS PHASE 2A & 2B VERTICAL —2' <br />of to verify the location &depth with the appropriate agencies. The contractor shall notify the `- s 0 I B E Y 0 N D E N 0 I N E E R I N fi - HORIZONTAL: 1"-20" <br />� DESIGNER: +YNNY PROJ. MGR: MMNM T <br />W engineer imediotely regarding any discrepancies or ambiguities which may exist. �rE RNP <br />CAL Fo 1890 HOWARD ROAD, SUITE 126 MADERA, CA 88687 <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. 568.661.5220 TEL 568.66t4440 FAX WWW.NOLTECOM PREPARED FOR: San Joaquin Ciounty DATE SUBMITTED: 11-29-07 MTBO14800 <br />