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l , CaArans S.Y. cauncy <br /> / �• 100' 0.33' A.C. Overlay over A.C. Leveling Course <br /> % / / 'A C. Trans. <br /> l ,G( t <br /> / 550' / Sta. 10+46 (Lt.) <br /> Adjust D.I. Frame <br /> /• fGrote <br /> and Grate <br /> � Elev.=99.66) <br /> / A R Const. _ RAW <br /> 131 �" /�. Place 20 L.F. <br /> !- 1"08.109" <br /> Plac CSP <br /> (0.109" thick) <br /> Exist. E.P. New E.P. In <br /> Assumed Elev. 'N / =34' m <br /> ® 100.62 I.P. eo / /✓ `° <br /> . .x. . .12 L Ln <br /> m <br /> /10 ROAD <br /> y ���/� R=60' <br /> Exist. E.P. New E.P. 00 <br /> Place 20 L.F. <br /> 18 f•m 18"0 CSP (0.109" thick) <br /> (See Trench Details, Typ.) <br /> A-- Sto. 10+46 (Rt.) <br /> tiQ / Adjust D.I. Frame and Grate Imported Borrow <br /> (Grate Elev.=99.72) (90% Relative <br /> Compaction) <br /> Approx. Right of <br /> WWoy Limits _ /> <br /> LEGEND <br /> 40' J Variable Depth R Conform to <br /> ® Asphalt Concrete Existing Radii Structure Backfill <br /> (90% Relative <br /> BEGIN IMPROVEMENTS ® 0.35' A.C. Widening E----- Ditch Flow Line J Compaction) <br /> 01 BRANDT ROAD D. D Concrete Pavement <br /> AWING G.D. ,' <br /> b Planing MInTmatic O.D. + 2' <br /> • Limits of AsphalPavemlConcrete PavementngShould 1/artlyTRENCH DETAIL <br /> Planing ynspectim The Sita Of Vf.,,. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUINS� PLAN BRANDT ROAD AND MORSE COLONY IMPROVEMENTS Sheet allo� <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br /> Iriniovi e2i lcc-oj /7/,'# 131710Ai[v� O 3�7 <br />