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52 ^ 52 <br /> J � JJ <br /> U M U U U 0 U ^ J J J <br /> W m U U U U U U <br /> W II W W W W Q W wO O O ^ W W W <br /> ^ +50 > -0) 00 U ( <br /> C14 _ <br /> CID <br /> It 50 <br /> (n W ui 1� <br /> to In 11 Ln <br /> J J +N FINISH CL CONST PROFILE � > <br /> z a z sw n II <br /> 48 � � o <br /> 0 0 1 I w (N o > F- 11 U v vm UJ m UJ <br /> vm <br /> af <br /> C) W <br /> � m <br /> � (rm <br /> 48 <br /> U m 3 � 9 3 C <br /> O O <br /> U m U a0 0 (o O - N <br /> ) + MO + O - L +3 d W O O + <br /> Ln It o + + }+ 00 N <br /> 2+ (n r- EXIST CL PROFILE 4 _ 4w EXIST CIL D <br /> LO - PROFILE <br /> 46 <br /> -0.25% <br /> 44 -0.26 : 0.26 _0.26 ; 0.26% <br /> of SEE SHEET of SEE SHEET 44 <br /> -iono 10 FL (RT) PROFILE C-1 C-1 FINISH CL FL (RT) PROFILE _ <br /> rn 00 CONST PROFILE <br /> 42 <br /> 42 <br /> 11 + 00 11 + 50 12+ 00 12+ 50 13+ 00 13+ 50 14+ 00 14+ 50 15+ 00 15+ 50 16 + 00 <br /> N 14- <br /> + <br /> + <br /> 'q—U) <br /> V / <br /> w z w <br /> 00 14+00, 20.0 RT � <br /> � <br /> �- LT SIDE 9+18 to 16+50 CONST Sfl1 TYPE 1 14+00, 17.6' RT z) <br /> INSTALL 2.3 LF 12 0 ADP <br /> ui w �- EXIST. C, G & SW <br /> 0 u TO REMAIN GRATE ELEV = m z <br /> Id <br /> INV ELEV =38.000'' IM ELEV = 44.09' <br /> CONST 48" SDMH INV ELEV = 35.11' LTJ O <br /> — — — — — — — — — — — — — — — — — — — — — - <br /> - — — — — — — — — — — — — — — — — — — — — — — — — W <br /> Q — — — — — — — — — — W <br /> — — — — — — — — — — — — — — — — — — — — - <br /> - — — — — — — — — — — — — — — — — — — — — — <br /> N 00. 12 + 00 / <br /> - -- - - - - - - - - - - - O <br /> CN <br /> � N <br /> 13 + SAWCUT (TYP) J M <br /> 14+ 0 15 + 00 16 + 00Lo <br /> W N CT N 1 <br /> = N �1 Vt1 L I—t L—L I— Ln 3' <br /> 2 N <br /> '\ <br /> X <br /> N <br /> a + C,,9 N <br /> N GP�� SFo Z <br /> 11+50, 20.2' RT - <br /> CONST SDI TYPE 1 T SDI (TYPE 1 12 LF 12"0 PIPE a <br /> IN LL 43 LF 12"0 ADP STA "12+95, RT SALVAGE F&G ~ <br /> GR ELEV 43.75' <br /> fNSTALL 120 ADP <br /> LO INV ELEV =38.95' I FL 4 "M" +23 <br /> 52 RT o <br /> Q _j a INV INV V ELEVO= 40. END CG&S 52' RT BEGIN CG&SW 0 <br /> w 0.0 M +57 <br /> + N 0- CONST 5' AC TRANSITION TYPLLJJ Q J <br /> + F- ( 1 U U Q <br /> CONFORM 70' RT _ Lu <br /> �/ L L I 0 10 + oM 0- <br /> � <br /> 15' • (TYP) J <br /> � (� NO SDI - DELETE + <br /> CO SOI (TYPE 1) <br /> STA ' +58, 4 ' T <br /> CURVE DATA TABLE INSTALL 4 '0 SDR 35 PVC PIPE <br /> FL ELEV - 4. <br /> CURVE # RADIUS DELTA LENGTH TANGENT <br /> ` INV E = 40.70 <br /> O1 25.000 89'58'36" 39.260 24.990 / <br /> O2 25.000 90'01'22" 39.280 25.010 .00 L_Q <br /> V <br /> P <br /> .� OFESS <br /> BEFORE EXCAVATING Q� Revision Description Date By pprove F <br /> CALL U.S.A. No. By MARK THOMAS & CO. INC. DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT w T.R.FLEMIN <br /> ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 <br /> 800-227-2600 FOR REDUCED PLAN SACRAMENTO, CA 95826 No. 3 31 A <br /> 2 WORKING <br /> OLL FREE <br /> BEFORE ALL (916) 381 -9100 Exp. 3 31 07 * SAN JOAQUIN COUNTY, CALIFORNIA <br /> PLANNED WORK OPERATIONS 0 1 2 3 sr9T CIVIL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> LAYOUT AND LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SHEET <br /> NO SHEETS <br /> H. CARCIA ao� oz M SELLING 4/01/02 C. ROCKiYAY 4/o1/oz COUNTY OF SAN JOAQUIN SCALE: 1 "=20' DRAINAGE WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 12 40 <br /> FILE NAME DRAWER I SHEEP=N ACAD REVISIONS DATE <br />