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01 <br />�v) <br />S <br />D <br />M <br />M <br />-n <br />M <br />z <br />0 <br />RECORD. DRAINING <br />= 00! <br />Any Ptraw Usa �q houlr Vw}ly <br />*Q Bs, inas o. ,. S*9 Of wawk <br />EP <br />Conform <br />NOTE: *Shoulder backing will be 4' <br />(2'/8% + 2'/var to conform) at Sta <br />153+37 to Sta 161+40 (Lt) after <br />clearing and grubbing of existing <br />orleanders. See Sheet 5 for <br />Construction Detail. <br />CoI� t <br />Limits of Clearing and Grubbin <br />and mailbox relocation <br />--11'-13' <br />0.25' HMA Overlay <br />11'-13' <br />L-AlOLII Ilj IN UUYVUy <br />TYPICAL SECTION <br />Eight Mile Road: Sta 9+72 to Sta 144+00 <br />Duncan Road: Sta 144+00 to Sta �+00 <br />2014-0c.), <br />Conform Conform <br />- Variable Depth Shoulder <br />Backing (Typ) <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />Limits of Clearing & Grubbin <br />i, _ Earthwork <br />(Misc Areas <br />Grade <br />(Exist) <br />o\` 8% <br />0.25' <br />Shoulder <br />Backing <br />jF <br />C'O/7sP <br />i30o � <br />L Existing <br />Roadway <br />SHOULDER DETAIL 2 <br />Duncan Road <br />Sta 144+00 to Sta 148+00 (Lt) <br />Sta 174+10 to Sta 175+00 (Lt) <br />Messick Road <br />GENERAL NOTES: Sta 10+11 to Sta 10+61 (Lt) <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness on the existing or prepared surface. <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for minimum of 18 hours. <br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. <br />4. Existing highway and utility facilities must remain in place unless otherwise noted. <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. <br />6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. <br />7. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to <br />intersection radii plus fifty feet. (50') in each direction or to the intersection conform. <br />8. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour prior notice to the County. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. <br />9. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />10. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify <br />members of the Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811 <br />11. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. <br />12. Place Monument Frame and Cover at various locations, see Summary of Quantities for locations and quantities. <br />13. Removal and disposal of existing monument frames and covers will be required at locations as slated (Replace) on the Summary of Quantities sheet for Place Monument Frame and <br />Cover. Payment for removal and disposal of existing monument frames and covers will be considered as included in the contract unit price paid for Place Monument Frame and Cover. <br />14. The crumpled opening of the CMP inlet is to be restored by bending the pipe end to reestablish the opening at the location shown on the plans. Any work performed on the culvert <br />inlet will be considered as included in the contract unit price paid for Clean Existing Drainage Facilities. <br />COUNTY OF SAN JOAQUIN <br />119-101,01t:11 <br />AndresAndrade <br />DATE PROJECT ENGINEER <br />2/23 <br />NO SCALE <br />DATE CHECKED <br />2/7/23 ®G-� <br />TYPICAL SECTION AND <br />GENERAL NOTES <br />DATE <br />2/7/23 <br />DUNCAN ROAD AND EIGHT MILE ROAD RESURFACINGI Sheet No. <br />(Duncan Road: 250' North of Comstock Road to Eight Mile Road; 2 of 6 <br />Eight Mile Road: Jack Tone Road to Duncan Road) <br />