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GENERAL NOTES £ <br /> Cant. <br /> 1. Asphalt Concrete surfacing shall, be placed in 2 layers of Limits of Clearing and Grubbing <br /> approximately equal thickness. Pavement Reinforcing Fabric and Mailbox Relocation. <br /> shall be placed between the layers. <br /> 2. Placement of Asphalt Concrete Surfacing shall not 12 12 - <br /> begin until asphalt concrete used in pavement Shoulder Detail Shoulder Detail <br /> repair has been in place for 36 hours. See this Sht. See this Sht. <br /> 3. Survey Monument Frame and Cover shall be adjusted 22 Pavement Reinforcing Fabric <br /> to finished grade at Sta. 154+563 and Sta.181+253. <br /> 4. Place Survey Monument Frame and Cover at Sta. 48+923 <br /> Exact location to be determined by the Engineer. _�o �o—a <br /> 5. Contractor shall obtain an Encroachment Permit from Caltrans <br /> for work and traffic control prior to start of construction <br /> operations within the State R/W at State Route 88. <br /> 0.25' A.C. Overlay <br /> Existing ROadwO <br /> £ TYPICAL SECTION <br /> CaArt Sta. 46+80 to Sta. 214-hB5 <br /> o --✓� 3 -4 <br /> 12' �. . . <br /> z n I d Cmsf. ' <br /> 8 b E <br /> Finished Surface o 12' 4' 4' <br /> �0 SHOULDER DETAIL SCHEDULE <br /> c — _ Location Type <br /> Finished Surface <br /> YExist. <br /> sta. sa+oo to sta. fio+so (Lt.) z <br /> Sta. 101+25 to Sta. 109+50 (Lt. & Rt.) 2 BsConform <br /> Shoulder Backing (Typ.) StO. 113+00 to Sta. 118+50 (Lt.) 2Sto. 118+70 to Sta. 125+00 (Lt.) 2 Ditch Line Sto. 131+75 to Sta. 165+30 (Lt.) 2 <br /> N Note: Maintain existing ditch free of <br /> (Typ.) <br /> 0 9 Sta. 135+00 to Sto. 165+30 (Rt.) 2 Shoulder Backing (Typ.) <br /> foreign materials and restore Sta. 172+00 to Sta. 182+00 (Lt.) 2 <br /> to original condition. <br /> m Typical shoulder detail is Type `7 SHOULDER DETAIL — TYPE 1 <br /> 0 <br /> SHOULDER DETAIL — TYPE 2 unless noted otherwise. <br /> z <br /> F LIVE OAK ROAD RESURFACING Sheet No. <br /> m COUNTY OF SAN JOAQUIN sCALE TYPICAL SECTION (C.C.T. Co. R.R. to State Route Highway a 2 of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED ,,D//ATE SUBMRTED DATE I AP COMMENDED DATE <br /> DSnyvs .J�iFo 6/99 / 7�J�f ouea; /j _ I If <br />