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i <br />118+18.71, 101 .25 LT CONFORM 118+62.71 , 101.28 LT <br />43.95(E) 44.99(E) <br />44.30(E) <br />SAWCUT RECONSTRUCT <br />PAVEMENT <br />I <br />SAWCUT <br />i I <br />44.55 44.01 44.51(E) 44.39(E) <br />43.85(E) SAWCUT CROWN <br />lo <br />44.32(E) <br />44.75(E) <br />44.59 45.11 <br />44.70 45.06 <br />dots TOC 44.96 <br />CROWN 45.14 <br />0 45.07(E) 45.15(E) <br />44.57(E) <br />d0ls N <br />X X <br />44.33 44.37 in <br />44.52 <br />o SEE DETAIL 3 <br />ON SHEET C-10 <br />TOC 44.23 44.81 <br />44.46 <br />HP 44.28 O 44.66 <br />HP 44.92 <br />43.79 TOC 44.58 <br />00144.72 <br />1 44.28 j 45.24 O44.21 229,' HP 44.90 <br />RECONSTRUCT <br />PAVEMENT 4 <br />GRADE 44.69 45.1 <br />09 <br />45.39 <br />BREAK XV <br />RECONSTRUCT <br />PAVEMENT GRADE <br />0.6% BREAK <br />44.61 <br />44.94 45.25 45.40 i <br />44.67 44.80 45.0 I <br />r ' E _ <br />45.51-• <br />0.3% 45.14 45.28 0.7% 45.56 0.7% 45.83 <br />SAWCUT <br />CROWN <br />46.01 <br />a <br />45.42 45.70 <br />RECONSTRUCT <br />PAVEMENT C <br />CROWN <br />AC GRIND AND <br />44.15 44.21 44.33 44.44 2 OVERLAY <br />GRADE <br />45.21 BREAK <br />44.93 X 45.18 <br />1.0% <br />TOC 44.59 TOC 44.71 <br />44.50(E)5 <br />44.69 44.73 44.85 44.96 99 <br />44.51 44.54 44.66 <br />0\ <br />ro <br />45.04(E) X X 11 0 Oco <br />45.32 N <br />44.62 44.75 45.20 <br />45.07 <br />45.58(E) <br />45.70 45.75 <br />r A f, K <br />a a <br />r: <br />1 LOWER SACRAMENTO RD AND INDIANA ST SAWCUT 2 LOWER SACRAMENTO RD AND AUGUSTA ST <br />int. <br />is j"ing Sh t 11 V N- INTERSECTION DETAIL c- INTERSECTION DETAIL erav insoectlnc Thr, Ci 'If w., <br />C_8 <br />QROFESSIONq <br />BEFORE EXCAVATING Revision Description Dale By <br />Approved <br />MARK THOMAS & COMPANY, INC. <br />o N <br />CALL U.S.A. <br />N° a <br />ROe <br />DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES7300FOLSOMBOULEVARD, SUITE 203800-227-2600 No. 35 70 <br />FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />TOLL FREE s,$) ss,-s,00 Exp. 9 30 05 * SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALL sT CIVIL P <br />PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAUEO\ <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NGUYEN s o 04 COUNTY OF SAN J OAQ U I N SCALE: 1 "=10 ' <br />CONSTRUCTION LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENCEL s/o/o4 C. ROCKWAY s/o/o4 J,/ DETAILS TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 19 64 <br />FILE NAME DRAWER SHEEP NO. ACAD REVISIONS DATE