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(L Const. <br /> o <br /> Limits of .Clearing and Grubbing _ m m <br /> m m <br /> 2 <br /> � 1'-� Var.---- - 10' - - 1F 10' - --Var.© — "� m ° m <br /> 0 ~ <br /> N (r` <br /> � O N L COfI$t. < �. <br /> `Var. Var., <br /> 0.04' A.C. ,Var. °'r•a _ 0.04' A.C. o I o <br /> c <br /> 10' 10' n <br /> i ! fit <br /> Existing Roadway 0.21 ' Asphalt Concrete Overlay -� <br /> 1Q Limits of Mailbox relocation. TYPICAL SECTION <br /> TYPICAL TRAFFIC <br /> o a <br /> LANE LAYOUT <br /> GENERAL NOTES <br /> n2 Paved Shoulder Width Refer to to this sheet <br /> m 1 . Pothole repair and surface preparation shall be done for dimensions/locations. <br /> o n LOCATION Lt. Rt. as directed by the Engineer shall be paid under Item <br /> m 4th St. No. 1 "Force Account". <br /> Sta. 0+50 to Sta. 6+00 4' 7' <br /> Sta. 6+00 to Sta. 11+30 6' 7' 2. Placement of Asphalt Concrete Overlay shall not begin <br /> until Asphalt Concrete used for pavement preparation has <br /> 5th Stbeen in place for a minimum of 12 hours. <br /> Sta. 0+45 to Sta. 11+55 4 4'* <br /> 3. The existing drainage facilities located within the limits of <br /> 6th St. Clearing and Grubbing shall not be disturbed or obstructed <br /> Sta. 0+50 to Sto. 11+38 8' 8' by the Contractors operation unless otherwise noted on <br /> the plans. <br /> Sta. 11+18 to Sta. 11 +55 6'* 4. The Contractor shall adjust Frames and Covers at <br /> locations shown on sheet No. 6 "Summary of Quantities". <br /> o Refer to S. J. Co. Std. Drawing No. CW—R36 for details. <br /> A5. Water Valve frames and covers shall be adjusted to grade <br /> T by the California Water Service Company after the project <br /> R4 I M is completed. <br /> z <br /> 0 <br /> COUNTY 4F SAN J©AQITIN No scALE TYPICAL SECTION MORRISON PH D 5 RESURFACING Sheet <br /> 60 <br /> DRAWN BY DATE PROJEC-T/ENGINEER DATE CHEC ED DATE SUBMI ED DATE APPROVAL RECOMMENDED DATE <br /> P.T• /2111 �y c/ /rlu.IT1 /2/1L r/ JJay� yL !1`17/OL <br />