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GENERAL NOTES <br /> f <br /> _ G?aasf <br /> 1. Asphalt Concrete surfacing shall, be placed in 2 layers of <br /> approximately equal thickness. Pavement Reinforcing Fabric Limits of Clearing and Grubbing <br /> shall be placed on the existing road surface. and Mailbox Relocations <br /> 2. Placement of Asphalt Concrete Leveling or Surfacing 1' 12' 12' 1 ' <br /> shall not 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 /> 22' Pavement Reinforcing Fabric <br /> 3, Survey Monument Frame and Cover shall be adjusted <br /> to finished grade at Sta. 272+863, Sta.265+913 <br /> and Ste. 318+983 <br /> Win' ✓off <br /> 4. Place Survey Monument Frame and Cover at Ste. 239+473 <br /> and Ste. 345+503. Exact location to be determined by <br /> the Engineer. L _ — — — — — + - - - - - - - - - _ — � <br /> 5. Earthwork (Miscellaneous Areas) — Attention is directed to <br /> Section 19-6.01, "Placing," of the Standard Specifications. Existing Roodwo 0.25' A.C. Overlay <br /> The minimum required width of horizontal cutting (benching) <br /> into the existing embankments or original hillside when TYPICAL SECTION <br /> constructing new embankments shall be reduced to 2 feet. <br /> Benching will not be required where slopes are 4' to V Ste. 211 +00 to Ste. 373+00 <br /> or flatter. <br /> R f <br /> ' SHOULDER DETAIL SCHEDULE Gbnvt f <br /> � Location Type <br /> Cast <br /> b 12 4 4 <br /> � Sta. 236+00 to Ste- 239+50 (Lt.) 2 1 12' 4' 4' <br /> Ste. 244+50 to Ste. 248+50 (Lt. & Rt.) 2 <br /> Ste. 261+00 to Ste. 263+00 (Lt. & Rt.) 2 <br /> Ste. 277+00 to Ste. 283+50 (Lt. & Rt.) 2 Finished Surface <br /> Ste. 289+00 to Sta. 293+50 (Lt. & Rt.) 2 Finished Surface <br /> Ste. 305+50 to Ste. 309+50 (Rt.) 2 Conform Conform <br /> z Ste. 306+00 to Ste. 309+00 (LQ 2 <br /> Ste. 314+00 to Ste. 317+50 (Lt. & RQ 2 J rShoulder <br /> BackfinSte. 322+00 to Ste. 326+00 (Lt. & Rt.) 2 Shoulder Backing (Typ.) _ — _ _ _ — _ - <br /> Ste. 331+00 to Ste. 335+50 (Lt. & Rt.) 2Lt. & Rt.( ) 2Ste. 338+20 to Ste. 341+00 Note: Excavation for Shoulder Detail Type 2 shall g (Typ ) <br /> Ste. 346+00 to Stu. 351+00 (Rt.) 2 be paid for as Eorthwork (Misc. Areas). <br /> Ste. 354+50 to Ste. 359+50 (Lt. & Rt.) 2 <br /> Ste. 369+00 to Ste. 373+00 (Lt. & Rt.) 2 SHIMILD0 DETAIL — TYPE 2 SHOULDER DETAIL — TYPE t <br /> Typical shoulder detail is Type 1 <br /> unless noted otherwise. <br /> COUNTY OF SAN JOAQUIN No s� TYPWAL SECTM CLEME ey ROAD REwRod 6 Sheet <br /> (Ho Lane to Brandt Rood 2 of 6 <br /> DRAMN 6Y DATE I PROJECT ENGINEER I <br /> /DATE CHECKED DATE sumn-TED DATE Al COMMEIAED DATE <br /> iSnr.rr.. ,'U. 8/f9. <br /> — I <br />