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Const. GENE_ NOTES <br /> I <br /> Limits of Clearing and Grubbing 1. Water Valve frames and covers will be adjusted <br /> to grade by California Water Service Co. after <br /> 3' 12' 12' 3' resurfacing is completed. <br /> 24' Pavement Reinforcing fabric <br /> Conform — Var. Vac _ Conform <br /> Jar. dor <br /> L-- --t— — — — — — — - - I- - - - - --- -..1 �i A <br /> 0.1�' Asphalt Concrete yyar. Depth Shoulder Backing <br /> (TYP ) <br /> Existing Structural Section 12 12 <br /> TYPICAL SECTION <br /> Main St. to Washington St. <br /> Sta. 0+23t to Sta. 32+83f a_ <br /> w a <br /> o W <br /> U <br /> * U� <br /> M <br /> N N <br /> + r1 <br /> O <br /> 50' Trans. 0.17 A.C. 25' ° TYPICAL TRAFFIC <br /> u ans. N <br /> P20' �{ 4' LANE LAYOUT <br /> o � <br /> Co o <br /> 0 0 <br /> 0 0 <br /> 0 0 Const. ) <br /> E.P. E.P. .Q- 121 'V) <br /> �N _ LEGEND <br /> Z <br /> O <br /> LJ 2 N N 31 32; E O <br /> Z o Z ® Variable Depth Asphalt Concrete <br /> ® * a N <br /> 10 E.P.CA E.P. 0 3 *R Conform to Existing Radii <br /> 0 <br /> 0 (-)-j <br /> UI 0.00' Depth of Asphalt Concrete <br /> _ a I Pavement Planing <br /> DO <br /> 00 Li Location of Asphalt Concrete <br /> �D Pavement Planing <br /> BEGINNING OF PROJECT END OF PROJECT <br /> P"oiscr MNM mw Cneaan aae smmmm MTE re DEL MAR AVENUE a m <br /> %B8 S�-tc�.../- "/ Y/Gew/ Jnu ".1/i i/� ro-/dy COUNTY OF SAN JOAQUIN NO SCALE µp �µ PROJECT Main St. to Washington St. 2 13 <br /> ad3 5P oauw i <br />