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Const. <br /> — Limits of Cleo ng and 1 Grubbing <br /> Nl 2) ' R <br /> 1 4 tit 1 A <br /> 0.08' A.C. *4' 10' �— 10' *4, �. <br /> ,.4jF CR4e4Q� 6 <br /> (TYPO <br /> 28' Pavement Reinforcin Fabric <br /> . VY9L Vac_ <br /> Existing Curb, Cutter <br /> L Existing Roadway W 00.20' Asphalt Concrete Overlay <br /> and Sidewalk See Planing Detail GENERAL NOTES: <br /> TYPICAL SECTION this sheet. 1 . Planing of Asphalt Concrete <br /> Country Club Blvd. to Michigan Ave. pavement shall continue across <br /> Sta. 0+24 to Sta. 11 +05 intersecting streets in line <br /> * Sta. 0+24 to 1 +34 = 6' with the lip of gutter. <br /> o Sta. 0+24 to 1 +00 = 0.10' 2. Water valve frame and covers <br /> located within limits of work <br /> will be adjusted to grade by <br /> Existing curb, Gutter, and Sidewalk California Water Service after <br /> Const. projected is completed. <br /> 4 10' r <br /> 0 0.08' 0' 1 0' <br /> Existing Surface I i € I0t4-91 <br /> tiLConform i w o <br /> I Grading Plane DESIGN DESIGNATION <br /> 3 I € <br /> N M € E (10 year-2,000) <br /> Existing Curb, Gutter �_^ _ A.D.T.=2,400 T.=2% <br /> and Sidewalk PLANING DETAIL D.H.V.=240 V.=25 M.P.H. <br /> d D.=51 % <br /> v NOTE: Asphalt Concrete TYPICAL TRAFFIC <br /> A surfacing not shown for LANE LAYOUT <br /> clarity. <br /> N COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION —[C— MISSION ROAD Sheet No. <br /> ounClub Blvd. to Michigan Ave. 5 of 7 <br /> Draw,n,pB ➢ate Protect'En/gineer Date Checked Date Submitted Date A rov Rec-Mended Date <br />