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-I- 1' —l'-4' No �k No Shoulder Backing required from Sto 157+86 to Sto 172+11 Lt. Conform xi i E st ng Ground GENERAL NOTES: r Const Limits of Clearing and Grubbing and Mailbox Relocation 10-11' 18'-20' Pavement Reinforcing Fabric ISO'/ - I ------------------------ 0.15' AC Overlay over 0.10' AC Leveling 0 n c 10-11' VCT 1 '-4' ------------ i ----------- Existing Road Structure TYPICAL SECTION Sto 125+15 to Sto 409+63 Const 11' from R&D Saw cut portion of PCC VGT --------------- .-i-L---------------------.---------.--T___ Existing Road Structure Existing Valley Gutter to remain in place Conform Variable Depth Shoulder Backing (Typ) Variable Depth Shoulder Backing (Typ) Roadway Surface PAVEMENT REPAIR (TYPE II) DETAIL Sto 157+86 to Sto 172+11 0 z .: C �J I cc 0 0 A. I 1_. 0.50' Planing (See Conform Detail at Valley Gutter Sheet No. 3) AC to be replaced in four (4) layers, with 0.25' placed first, in two layers of approximate equal thickness, and the remaining 0.25' placed later as part of Mainline paving, with Pavement Repair Fabric between the third and final layers. (See General Notes this Sheet) TYPICAL SECTION COLLIER ROAD RESURFACING AND GENERAL NOTES (660' w/o Dustin Road to 1,200' e/o Tully Road) CHECKED DATE Sheet No. 2 of 8 1. Placement of Asphalt Concrete leveling and overlay shall not begin zNuntil the Asphalt Concrete used in Pavement Repair has been in C? place for 18 hours. �i �< 2. The 0.25' Asphalt Concrete shall be placed in two (2) layers; 0.15' 20 AC over Pavement Reinforcing Fabric on top of 0.10' AC leveling. *A 3. All earthwork (except for final shoulder grading) shall be completed o prior to placing final layer of Asphalt Concrete. No Shoulder D 0 Backing material shall be deposited or drifted on the final layer of Asphalt Concrete surfacing. Z m Hand grinding of Asphalt Concrete pavement will be required at Sto 4. 131+41 Rt where SDI is on the EP. Payment for hand grinding Z z > shall be considered as included in the contract unit price paid for M Planing Asphalt Concrete Pavement. F_ 5. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not D to modify or obstruct the existing drainage. 0 6. All existing trees, shrubs, fences and other frontage improvements r are to remain in place unless otherwise noted. 7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of the - Penetration Treatment work shall be confined to the intersection radii plus fifty feet (50') in each direction or to the intersection �o conform. E 8. The Contractor shall be responsible for adequately scheduling —n 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. z 0 COUNTY OF SAN JOAQUIN NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE R. P�OYSdCrf o5/2o12 0 n c 10-11' VCT 1 '-4' ------------ i ----------- Existing Road Structure TYPICAL SECTION Sto 125+15 to Sto 409+63 Const 11' from R&D Saw cut portion of PCC VGT --------------- .-i-L---------------------.---------.--T___ Existing Road Structure Existing Valley Gutter to remain in place Conform Variable Depth Shoulder Backing (Typ) Variable Depth Shoulder Backing (Typ) Roadway Surface PAVEMENT REPAIR (TYPE II) DETAIL Sto 157+86 to Sto 172+11 0 z .: C �J I cc 0 0 A. I 1_. 0.50' Planing (See Conform Detail at Valley Gutter Sheet No. 3) AC to be replaced in four (4) layers, with 0.25' placed first, in two layers of approximate equal thickness, and the remaining 0.25' placed later as part of Mainline paving, with Pavement Repair Fabric between the third and final layers. (See General Notes this Sheet) TYPICAL SECTION COLLIER ROAD RESURFACING AND GENERAL NOTES (660' w/o Dustin Road to 1,200' e/o Tully Road) CHECKED DATE Sheet No. 2 of 8