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11C Const Limits of Clearing and Grubbing and Mailbox Relocation 1 ' 2' 2' EP 24' EP TE 0.5_ 23' Geosynthetic Pavement Interlayer (Paving fabric) 0.5' TE E , 0 30• Match Match Existing 8% 1Existing ----------- ,Jar L_ Il- o ---------- ------ t ------- ----------- EI -Ihl�� ----------- xisting I .25' HMA (Type A) I�- Roadway Overlay fabric between lifts TYPICAL SECTION- Sta ECTI0NSta 10+59 to Sto 62+38 Sta 63+12 to Sta 142+18 GENERAL NOTES: 1. 0.25' Hot Mix Asphalt Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed between the layers. 2. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of Hot Mix Asphalt Driveways must not begin until the Hot Mix Asphalt used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of Hot Mix Asphalt Pavement. No Shoulder Backing material will be deposited or drifted on the final layer of Hot Mix Asphalt surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 7. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon per square yard. Limits of Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to intersection conform. 2' 2' 1' E `o c 8% U �Ve Grade existing ground to place TE 1' min width (Typ) RECORD DRAWING Corrections By No Changes B Date zo Any Person Using This Drawing Should Verify All Information By inspecting The $No Of WOflc Existing Surface 8. 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. 9. The contract lump sum price paid for the Concrete Structures (Minor Structure) bid item includes full compensation for furnishing all labor, materials (not including the 18" CMP), tools, equipment, and incidentals, and doing all work involved with excavating and removing old culverts, installing new Cross Drain System, and removing and disposing of any excess materials, and no further compensation will be made therefor. 10. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re -testing will be paid by the Contractor. 11. 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 replacement and/or errors caused by their unnecessary loss or disturbance. COUNTY OF SAN JOAQUINI NO SCALE I TYPICAL SECTIONS AND GENERAL NOTES DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 17 Gyp„ rr�4 !� —'f` '�• S� s s �-�- s �` rY (r LOCUST TREE ROAD RESURFACING (Harney Lane to State Highway Route 12) Sheet No. 2 of 7