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�- GENERAL NOTES <br /> Const. <br /> 1 1. Imported Borrow shall be a cohesive <br /> Limits of Clearing and Grubbing material selected for its ability to resist <br /> Earthwork (Misc. Areas) erosion. The R-value and Sand Equivalent <br /> requirements shall be waived for this <br /> 4' 4' "X" "X" 4' 4' material. <br /> 2. All earth work (except for final grading <br /> of shoulders and placement of shoulder <br /> Conform backing material) shall be completed <br /> onform prior to placing finished course of <br /> 8 <br /> 7 Var. Var. _ g—+ , asphalt concrete. <br /> 3. Graveled shoulders shall be constructed <br /> — — — — — — - — — ` — -` — <br /> by uniformly placing "Shoulder Backing" <br /> Refer to "Shoulder Detail" material at a rate of 3 tons per station <br /> for minor deviations. (each side). The completed shoulder shall <br /> Imported Borrow Existing Roadway be flush with the edge of pavement. <br /> (Typ.) 4. Placement of first layer of Asphalt Concrete <br /> surfacing shall not begin until Asphalt <br /> "Y Asphalt Concrete Overlay Concrete used in pavement repair has <br /> been in place for a minimum of 36 <br /> TYPICAL SECTIONhours. <br /> 5. Place Survey Monument Frame and Cover <br /> Sta. 0+41 to Sta. 53+83 at Sta. 52+86.93. Refer to San Joaquin <br /> County Standard Drawing No. R-28 for <br /> details. Exact location to be determined <br /> by the Engineer. <br /> n Const. <br /> D Limits of <br /> DD "X" = 12' Sta. 0+41 to Sta. 44+20 Rt. Clearing and Grubbing Existing A.C. dike <br /> v "X" = 12' Sta. 0+41 to Sta. 43+50 Lt. to remain in place. <br /> "X" = 11' Sta. 44+20 to Sta. 53+83 Rt. Variable <br /> "X" = 11' Sta. 43+50 to Sta. 53+83 Lt. 12' 0'-5'f no <br /> -9 "Y' = 0.21 ' A.C. Sta. 0+41t to Sta. 41+37 VoVor -� <br /> N "Y' = 0.25' A.C. Sta. 41+77 to Sta. 53+83 \ <br /> m l <br /> z <br /> D <br /> m <br /> 0.04' A.C. <br /> Existing Roadway <br /> Limits of mailbox relocation SHOULDER DETAIL <br /> D <br /> • Sta. 39+50f to Sta. 44+20f Lt. <br /> A Gravel shoulder-see General Note No. 3 Sta. 40+00t to Sta. 43+25t Rt. <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION BANTA ROAD RESURFACING Sheet No. <br /> Eleventh Street to Grant Line Road 2 of 5 <br /> Drown B Date ppPro�ect Engineer Dnte Checked Date Submitted Date r l Recommended Date <br />