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TE See Shoulder — _ —Details Grade Existing Shoulder to place Tapered Edge 1' minimum width (Typ) EP 12' I� Match Exisi f COnSt Limits of Clearing and Grubbing and mailbox relocation 12' 23' Pavement Reinforcing Fabric --- I 0.25' HMA Overlay EP — _ _ _ _ I Existing Roadway— — — — _ I SHOULDER SCHEDULE (Left Side) Location Location (Trahern) Detail Location (Union S.) Detail 10+16 to 11+00 3 09+13 to 09+75 2 11+00 to 25+30 2 Location (Union N.) 25+63 25+85 to 27+50 3 10+25 to 10+87 2 27+50 to 46+50 2 Location (Two Rivers) 09+12 46+50 to 49+50 1 09+12 to 09+52 1 49+50 to 78+45 2 Location (Manteca) 53+93 to 72+55 2 intersection radii plus fifty feet (50') in each direction or to the intersection conform. 09+25 to 09+70 1 78+85 1 1 notice to the County. All m testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. M GENERAL NOTES: TYPICAL SECTION Sta 10+16 to Sta 78+97 SHOULDER SCHEDULE (Right Side) Location (Trahern) Detail Location (Union S.) Detail 10+16 to 11+00 3 09+13 to 09+75 3 11+00 to 24+50 2 Location (Union N.) 24+50 to 25+63 3 10+25 to 10+87 3 26+06 to 27+50 3 Location (Two Rivers) 27+50 to 28+10 2 09+12 to 09+74 1 30+45 to 51+59 2 52+73 to 53+93 1 9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work 53+93 to 72+55 2 intersection radii plus fifty feet (50') in each direction or to the intersection conform. 72+55 to 78+85 1 1 notice to the County. All TE See Shoulder Details �*_7- — CO/1St Limits of Clearing and Grubbing and mailbox relocation EP I4' 2' 11— TE 'TE Lzz� 890 Conform J Variable Depth Existing � p Roadway Shoulder Backing Cont SHOULDER DETAIL 2 Co st Limits of Clearing & Grubbing Limits of Clearing and Grubbing and mailbox relocation and mailbox relocation I EP Earthwork I I(Misc Areas) 1' EP I 4' 2' Grade 1 ' '� * 6' TE -!_xisting TE8I Conform Ir Variable Depth J� — —J -0.25 Shoulder Backing Existing -Shoulder Existing Roadway Backing Roadway SHOULDER DETAIL 1 SHOULDER DETAIL 3 * 4' to 6' ® SE corner of Trahern Road and Union Road e ;, +;m Surtf 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fatbric) placed _" h X 9 a 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. *1'/�Z/ sa 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 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. 7. Hand grinding of Asphalt Concrete pavement will be required at locations where existing highway and utility facilities are within the Planing Asphalt Concrete Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. U 8. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA pavement. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 9. 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 M intersection radii plus fifty feet (50') in each direction or to the intersection conform. 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 m testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. M z o COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES AND TRAHERN ROAD RESURFACING Sheet No. TYPICAL SECTIONS (Airport Way to Manteca Road) 2 of 5 DRAWN BY DATE PROJECT ENGINEER DATEr CHECKED DATE _ I-� T Powers 11/20/19 AtSL- � �/ aD�9 %177,