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*28' — Mac Arthur Drive: Sta 16+93 to Sta 20+23 (Rt) ❑1 See Shoulder Detail on Sheet No. 5 for Mac Arthur Dr: Sto 16+40 to Sta 16+92 (Rt) 12' — Lorraine Road: Sto 22+66 to Sta 23+61 (Lt & Rt) Const and TYPICAL SECTION below for Lorraine Rd: Sto 22+66 to Sta 23+61 (Rt) Existing Surface — I Limits of Clearing and Grubbing and Mailbox Relocation * I 1' 4' - 13'— E `0 1' 0 0 ♦Vor Var I Pavement Reinforcing Fabric— ♦Var Existing Roadway ♦ TYPICAL SECTION 2% — Lorraine Road: Sta 22+66 to Sta 23+61 Mac Arthur Driv '1a7y7 t 11 � � Y MAC ARTHUR DRIVE: Sto 10+77 to Sto 20+23 qNGLORRAINE ROAD: Sto 22+66 to Sto 23+61 —13' ❑1 n 1' 0 0 3 rExisting Var` ----- 1 Surface -- �a j 0.25' Asphalt Variable Depth Concrete Overlay Shoulder Backing (Typ) Cnrr�clii , E2 Payment for Pavement Reinforcing Fabric within Geosynthetic Reinforced Chip Seal shall s Const be considered as included in the Geosynthetic Reinforced Chip Seal item of work. MaY� Limits of Clearing and Grubbing and Mailbox Relocation 4A rtal r9 *:3e �1f'AMA I —��-4' 24' Geosynthetic Reinforced Chip Seal 4'�i�4' 1 E Earthwork (Misc Areas) El I Earthwork (Misc Areas) 0 Existing o 1' Pavement Reinforcing Fabric 1' 0 Existing Surface _ Var I Var — Surface Var 4% 4%_ Var ` I — — — — Existing Roadway JI TYPICAL SECTION 0.25' Shoulder Backing LORRAINE ROAD: Sto 10+00 to Sta 22+66 (Minimum) (Typ) LORRAINE ROAD: St 22+66 t S GENERAL NOTES: a + o to 23+61 (Rt) (SHOULDER ONLY) 1 • The Contractor shall obtain an Encroachment Permit from the City of Tracy for traffic control within the City's jurisdiction. Payment for this shall be considered to be included in the various items of work. 2. All existing trees, shrubs, fences, mailboxes and other frontage improvements shall remain in place, unless otherwise noted on the plans. 3. Existing drainage facilities shall remain in place, unless otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or obstruct the existing drainage. 4. All earthwork, except for final shoulder grading, shall be completed prior to placing the final layer of Asphalt Concrete Pavement on Mac Arthur Drive. All earthwork and final shoulder grading, shall be completed prior to placing Geosynthetic Reinforced Chip Seal on Lorraine Road. 5. Placement of Asphalt Concrete Overlay and Geosynthetic Reinforced Chip Seal shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 6. 0.25' Asphalt Concrete Overlay shall be placed in Two (2) Layers of approximately equal thickness with Pavement Reinforcing Fabric placed on the existing or prepared surface. 7. Prior to placing the first layer of Geosynthetic Reinforced Chip Seal, Pavement Reinforcing Fabric will placed on the existing or prepared surface. 8. Placement of Asphalt Concrete Driveways shall not begin until the Asphalt Concrete used for Mainline Paving has been in place for a minimum of 18 hours. 9. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/SQYD. Limits of the Penetration Treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to intersection conform. 10. The Contractor shall be responsible for adequately scheduling the inspection and testing of all facilities constructed under this contract. All testing shall conform to the standard specifications. All re—testing shall be paid by the contractor. 11. The Contractor is required to enter into an agreement with the Union Pacific Railroad for work within their R/W. See SECTION 6 RELATIONS WITH THE RAILROAD of the Specifications for further details. z 0 COUNTY OF SAN JOAQ UIN DRAWN BY DATE PROJECT ENGINEER No SCALE TYPICAL SECTIONS AND GENERAL NOTES DATE CHECKED BY DATE LORRAINE ROAD AND MAC ARTHUR DRIVE RESURFACING I Sheet No. (West end to Mac Arthur Drive; Linne Road to Tracy City Limits) 2 of 7 (Revised)