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tt Const. <br /> ❑ � 4� <br /> Limits of Clearing and Grubbing <br /> 6" Thickness <br /> © © Conc. Pad <br /> 4' 4' 11 '-12' 11'-12 4' 4' 18"0 S.D.I. <br /> 1 ' 20'-22' Pavement Reinforcing Fabric 1' <br /> Conform 8% Vor. Vor., 8% Conform A Aif <br /> Vor. s� �� Vor_ <br /> Conform ® Toe <br /> 1❑ Limits of Mailbox relocation. Shoulder Backing <br /> 11'—Sta. 4+83 to Sta. 234+43 Existing Roadway TVariable Depth (Typ.) <br /> 12'—Sta. 116+OOW to Sto. 127+15W <br /> (West of Hwy 99) 0.25' —0.35' Asphalt Concrete Overlay <br /> 12'—Sta. 235+70 to Sta. 365+71 18"0 R.C.P. <br /> 0 0.25' - Sta. 116+50W to Sta. 131+58W <br /> 0.25' - Sta. 0+43 to Sta. 234+07 TYPICAL SECTION 12"0 R.C.P. Refer to S.J. County <br /> 0.36' - Sta. 236+00 to Sta. 313+58 Sta. 1 16+OOW to Sta. 131+58W Std. Dwg. CW—D14. <br /> 0.25' - Sta. 315+00 to Sta. 365+21 Sto. 0+13 to Sto. 365+71 ` <br /> SECTION A—A <br /> GENERAL NOTES <br /> Const. <br /> c1. The Contractor shall obtain a "NO FEE" Encroachment Permit from <br /> 3 6 the City of Lodi for any construction area traffic control devices 4' 4' 11 ' <br /> j placed within their jurisdiction. The Contractor shall execute this Install 18"0 S.D.I. <br /> permit prior to beginning any work. (Typ.) <br /> n <br /> 2. Placement of Asphalt Concrete Surfacing shall not begin until Original Ground <br /> Asphalt Concrete used in pavement repair has been in place for <br /> a minimum of 12 hours. I1� �. _Var• Var.— <br /> m 3. Asphalt Concrete shall be placed as noted below: <br /> A <br /> 0.35' A.C. Thickness - Three (3) layers of approximate equal thickness O O <br /> with pavement reinforcing fabric between the bottom and second layer. N I e = ar. (V <br /> X 0.25' A.C. Thickness — Two (2) layers of approximate equal thickness See Detail above <br /> with pavement reinforcing fabric on the existing pavement surface. Install 12"0 R.C.P. <br /> z 4. Place Survey Monument Frome do Cover at Sto. 129+35.80. Exact location Shoulder Backing 0.25' A.C. Overlay <br /> O (Var. Depth) <br /> to be determined by the Engineer. Refer to S.J.Co. Std. Dwg. CW-M1. ( <br /> X-DRAIN R.C.P. DETAIL <br /> 5. Survey Monument Frames and Covers shall be adjusted to finished grade <br /> M at Sto. 287+99.47 and Sto. 364+74.87. Sta. 128+50 <br /> M <br /> _y 6. Pavement Markers may remain in place where Asphalt Concrete surfacing Sta. 130+00 <br /> O exceeds 0.25' thick. Sta. 139+10 <br /> z <br /> 7. The Contractor shag obtain an Encroachment Permit from Caltrans for work and traffic control Within the State R/W. <br /> o <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION HARNEY LANE RESURFACING sheet No. <br /> Vintage Road to Jack Tone Road) 2 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE /J�����CHNECKED DATE suBMRTED DATE APPRO' COMMENDED DATE <br /> 5/98 •ur,/ //�.t/98 �'"'A� A-5 - N3 <br />