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Const. <br /> Limits of Clearing and Grubbing _ <br /> and Earthwork 12 12 <br /> a a <br /> Li w <br /> Refer to Shld. 12,— ON an12 Refer to Shld. <br /> Details Sht. No. 3 Details ht. <br /> No. 3 <br /> 22' Pavement Reinforcing Fabric <br /> 0 <br /> U <br /> VOL VOL <br /> a♦ Limits of Mailbox relocation. TYPICAL TRAFFIC <br /> Existing Roadway Asphalt Concrete Overlay <br /> (see table below) LANE LAYOUT <br /> TYPICAL SECTION <br /> i Sta. 372+00 to Sta. 539+65 <br /> GENERAL NOTES <br /> i <br /> a <br /> A <br /> o ASPHALT CONCRETE OVERLAY TABLE 1. Earthwork (Shoulder Backing and Embankment)–Attention is di!ected 6. Place Survey Monument Frame do Cover at Sta. 453+50.29. <br /> ito Section 19-6.01, "Placing," of the Standard Specifications. Exact location to be determined by the Engineer. Refer <br /> Location Thickness to S.J.Co. std. Dw No. R-28. <br /> f <br /> e The minimum required width of horizontal cuttirg (benching) into 9• <br /> Sta. 372+00 to Sta. 373+00 Var. Depth – Trans. the existing embankment or original hillside when constructing <br /> Sto. 373+00 to Sto. 380+00 0.21' new embankments shall be reduced to 2 feet. Benching will not 5. Pavement Markers may remain in place where Asphalt Concrete <br /> 0 <br /> Sta. 380+00 to Sta. 381+00 Var. Depth – Trans. be required where slopes are 4' to 1' or flatter. surfacing exceeds 0.25' thick. <br /> D Sta. 381+00 to Sta. 490+46 0.30' <br /> Sta. 490+46 to Sta. 491+46 Var. Depth – Trans. 2. All earthwork (except for final grading of the shoulders) 7. Survey Monument Frames and Covers shall be adjusted <br /> A Sta. 491+48 to Sta. 492+04 0.10' shall be completed prior to placing final layer of asphalt to finished grade at the following locations: Sta. 374+003, <br /> Sta. 492+04 to Sta. 492+54 Var. Depth Trans. Sta. 401+003, Sta. 427+003, Sta. 455+893, Sta. 479+883, <br /> concrete. Stu. 506+443 and Sta. 533+043. Exact locations to be <br /> N Sta. 492+54 to Sta. 513+95 0.21' 3. Asphalt Concrete shall be placed as noted below: <br /> Sta. 513+45 to Sta. 514+45 Var. Depth – Trans. determined by the Engineer. <br /> M 0.30' A.C. Thickness -- Three (3) layers of approximate equal thickness <br /> Sta. 514+45 to Sta. 515+14 0.10' with pavement reinforcing fabric between the bottom and second layer. 8. Asphalt Concrete Dikes which are to remain in place shall <br /> ZSta. 515+14 to Sta. 515+64 ar. Depth . <br /> 0 V – Trans0.21' A.C. Thickness – Two (2) layers of approximate equal thickness be repaired as directed by the Engineer. Payment fortis <br /> Sta. 515+64 to Sta. 534+02 0.21' with pavement reinforcing fabric on the existing pavement surface. work will be by Item No. 1 – Force Account. <br /> Sto. 534+02 to Sta. 534+52 Var. Depth – Trans. 0.10' A.C. Thickness – One (1) layer with pavement reinforcing fabric <br /> ;u Sta. 534+57 to Sta. 535+07 Var. Depth – Trans. on the existing pavement surface. 9. All existing fences are to remain in place. - Y: <br /> Sta. 535+07 to Sta. 539+15 0.21' <br /> En Sta. 539+15 to Sta. 539+65 Var. Depth – Trans. 4. Placement of the top layer of Asphalt Concrete shall not begin until <br /> _.._ <br /> z the next lower layer has been in place for a minimum of 12 hours. <br /> n NO SCALE TYPICAL SECTION CLEMENTS RQ RE U. FACING so. <br /> COUNTY OF SAN �IOAOUIi� (Brandt Road to State Route ''88) 2 `of s <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE CHECKED DATE Si1BMI17ED DATE AP COMMENDED DATE <br />