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Const. GENERAL NOTES <br /> • Limits of Clearing and Grubbing and 1. Surplus native material within the limits of <br /> Clearing and Grubbing between Sto. 205+92 <br /> ♦ Earthwork (Miscellaneous Areas)(Type 1) and Sta. 236+50 shall be excavated and used <br /> as shoulder embankment. This material shall be <br /> 4' 4• 12' 12' placed and compacted prior to placing Imported <br /> Borrow. <br /> 2. Imported Borrow shall be a cohesive material <br /> Conform I selected for its ability to resist erosion. <br /> The R—Valve and Sand Equivalent requirements <br /> shall be waived for this material. <br /> Var Var. Var. — g% N❑O <br /> Vorpip — or <br /> 3. Excavated material from Pavement Repair shall <br /> be used as shoulder embankment of required <br /> I I locations, throughout the project. <br /> L------- -------- --- ---------------J <br /> 4. All earthwork (except for final grading of <br /> Imported Borrow Conform the shoulders and placement of shoulder backing <br /> (Typ') Existing Roadway 0.17' Asphalt Concrete overlay material) shall be completed prior to placing <br /> finished course of asphalt concrete. <br /> TYPICAL SECTION 5. Graveled shoulders shall be constructed by <br /> uniformly placing 'Shoulder Backing" material <br /> Sto. 205+92 to Sta. 236+00 at a rate of 3 tons per station (each side). The <br /> completed shoulder shall be flush with the edge <br /> (k' of pavement. <br /> Const. 6. Asphalt Concrete used for Pavement Repair <br /> • Limits of ClearingI and Grubbing and shall not be placed in layers which exceed 0.50' <br /> in compacted thickness. <br /> Earthwork (Miscellaneous Areas) (Type II) <br /> 7. Placement of Asphalt Concrete Surfacing shall not <br /> 4' 4' 12' 12' A4' q' begin until Asphalt Concrete used for Pavement <br /> o Repair has been in place for ❑ minimum of <br /> g 22' Pavement Reinforcing Fabric 36 hours. <br /> w n I 8. Existing pavement markers may remain in place <br /> Conform Conform where overlay thickness is 0.25' or greater. <br /> N Vor. Var. 8% 9, Where superelevations exist on horizontal curves <br /> < V❑r, the new surface slope and drainage shall conform <br /> "' to existing. <br /> m I ___ I <br /> L------ — --- ---------------J 10. Pavement Reinforcing Fabric shall be placed <br /> M1 <br /> between the layers where the Asphalt Concrete <br /> Z Imported Borrow "X" Asphalt Concrete overlay overlay thickness is greater than 0.17'. <br /> X (Typ ) t—is—tin—g—Roadwoy <br /> M 11. Survey Momument Frames and Covers shall be <br /> • Limits of mailbox relocation adjusted to finished grade at Sta. 296+70t, <br /> TYPICAL SECTION A Gravel shoulder—see Sta. 323+20t, Sta. 345+40t, Sta. 371+90t, <br /> "X"=0.17' A.C. Sta. 236+00 to Sta. 279+00 General note No. 5 Sta. 398+30t, and Sta. 424+80t. Exact <br /> "X"-0.25' A.C. Sta. 279+00 to Sta. 426+50 Sto. 236+00 to Sta. 451+51i locations to be determined by the Engineer. <br /> e £ "X"=0.17' A.C. Sta. 425+50 to Sta. 451+51f Refe2 taondGe3 erol Notes <br /> A * Refer to Plan Sheets for Refer to General <br /> minor deviations in thickness. Notes No. 1 and 2. <br /> ZCOUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION ren h ROAD RESURFACING Sheet Na. <br /> 0 <br /> �^ - French Comp Rd, to Mariposa Rd. 2 of 8 <br /> Drawn By Date I Project Engineer Date Checketl Date Submitted Date A r v l cammendetl Date <br /> H. d}-r+� f /92 7/92 i s/hw.y.�Go 4sr�z Zlfti <br />