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19 t Conform Sta. 6+75 <br /> DI <br /> 4Q win, <br /> R & D ±48 L.F. of <br /> Existing A.C. Dike <br /> W See No. 2, note No. 5. <br /> 10- <br /> a <br /> °� c z LE <br /> Earthwork Miscellaneous we <br /> m ° W <br /> material can be moved <br /> back to retain existing++ iConst.& gSurvey Q bermo EpEP RCOn St.& SUfvey EP <br /> A m n m 3 O <br /> > I- OL - o - 25--- -- 0 6 c o --- 2_s - — - - o <br /> m o sz2Z_ o4S 52 R Z <br /> O <br /> If o• EP EP R EP w` L EP oo , )L!12 <br /> Z <br /> 9 <br /> d i+ � C) + � <br /> a o o �� <br /> Q ' o NOTE: Please refer to Sheet No. 5 for a o a E w a W d 25' Roadway Widening Schedule � <br /> N N p (0 3 m W N <br /> Trans. 0.25' A.C. Overla i° <br /> E 49' 0.25' A.C. Overla 44' Trans. d <br /> BEGIN OVERLAY W END OVERLAY im <br /> E <br /> of <br /> LEGEND N `o <br /> Z ° <br /> ■ Limits of Asphalt Concrete Pavement Planing Q <br /> N <br /> Depth of Asphalt Concrete Pavement Planing W in <br /> ° ® Variable Depth Asphalt Concrete Overlay JO <br /> PEACH AVENUE <br /> f ------ Asphalt Concrete Widening Limits <br /> A <br /> i� I R Conform to Existing Radii <br /> '^ —4111— Thru Traffic 18't1 Conform Sta. 3+25 <br /> z <br /> Place Monument Frame & Cover <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN FIG AVENUE AND PEACH AVENUE RESURFACING Sheet No. <br /> 7 of 8 <br /> DRAWN BY DATE PROJEC ENGINEER DATE CHECKED DATE SUBMITTED I DATE I APPBOL E MMENDED ATE <br />