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Const. GENERAL NOTES <br /> 1 1. Graveled shoulder (Shoulder Detail "B" only) shall be <br /> I constructed by uniformly placing shoulder backing <br /> ' Limits of Clearing & Grubbing and Earthwork (Mist. Areas) material at a rate of 3 Tons per station each side. <br /> 11 ' 4' ------ <br /> 4' The completed shoulder shall be graded flush with <br /> the new edge of pavement. <br /> Shoulder2. Imported Borrow shall be a cohesive material <br /> Detail "A„ 20' Pavement Reinforcing Fabric Shoulder Detail "B" selected for its ability to resist erosion. R value <br /> and Sand Equivalent requirements shall be <br /> 29 2 % waived for this material. j <br /> Conform87 Conform 3. Asphalt Concrete shall be placed in two (2) layers <br /> Vor' :._ dor, of approximate equal thickness with the pavement <br /> -- -- - �`' _ reinforcing fabric between the layers. Placement <br /> -- -" ' —'�/ d- of the top layer shall net begin until the lower <br /> Existing Roadway/ Imported Borrow layer has been in place a minimum of 12 hours. <br /> Shoulder Backing 0.30' Asphalt Concrete Shoulder Backfin <br /> Overlay g 4. All earthwork (except for final grading of the <br /> "Graveled Shoulder" shoulders and placement of shoulder backing <br /> ' Limits of Mailbox Relocation See Note <br /> y jl material) shall be completed prior to placing <br /> $ s ,,,ORD DRift yi { finished course of asphalt concrete. <br /> TYPICAL SECTION <br /> '� 5. Existing pavement markers may remain in place <br /> Sta. 156+00 to Sta. 178+50 where asphalt concrete overlay thickness is 0.25' <br /> or greater. <br /> -3o-92 <br /> r <br /> SHOULDER SCHEDULE <br /> > Detail Conform ® E.P. Conform ® E.P. <br /> > <br /> o Location <br /> Sta. 156+00 to Sta. 158+00 A B <br /> Sta. 158+00 to Sta. 166+00 A A z <br /> 8' 8' 'P <br /> Sta. 166+00 to Sta. 175+00 B A <br /> � Sta. 175+00 to Sta. 178+50 -B B <br /> m <br /> m <br /> z *Sta. 177+30f to Sta. 178+00t(Lt.)- Limits of Existing Width Conform <br /> 3Clearing and Grubbing, Earthwork (Mist. Areas) 12' Min. TYPE rE E <br /> m shall be reduced to 2' outside new E.P. <br /> Imported Borrow shall be used for shoulder TYPE D Variable depth Asphalt Concrete <br /> material in this area. 0.30' Asphalt Concrete over shaped over existing paved driveway. <br /> ey and compacted native material. R = Conform to existing radius. <br /> A <br /> D <br /> TYPICAL DRIVEWAYS <br /> - <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION PEDe Vries Rd. Rt 0 50Fml eING Sheet of 4° <br /> Drawn By Dote Project Engineer Date Checked Date Submitted Dote A r val R onnendetl I I D,�o//t! <br /> P D. 5/1/ �4L A. r�+�-. - 6111 6�9/ fJ4rrWL� alb �ii�fi 11rr <br />