Laserfiche WebLink
i <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 1 44�_ _ 11'-16' 1Y-16' .-- _ 44' 1' <br /> 20' <br /> E Pavement Reinforcing Fabric E <br /> UVof. Var. U <br /> Vor <br /> -Remove and replace — — — <br /> existing A.C. Dike <br /> (Type A) Exist Roadwo 0.25' As halt Variable Depth4. <br /> Y P Shoulder Backing tv� <br /> Concrete Overlay <br /> .�. eReduce as needed at any obstructions such a.? <br /> as fences, trees, poles, cross drain pipes, eta <br /> -Sta. 56+68 to 57+77 and Sta. 62+08 to 62+44 <br /> TYPICAL SECTION <br /> Sta. 0+20 to Sta. 65+62 a <br /> GENERAL NOTES ; <br /> 4 += <br /> 1. The asphalt concrete shall be placed in two (2) layers of approximately equal 5. All eorthwork (except for final lift of shoulder backing) shall be completed prior <br /> thickness with pavement reinforcing fabric placed on existing of prepared to placing final layer of asphalt concrete. No shoulder backing material shall be <br /> surface. deposited or drifted on the final lift of asphalt concrete surfacing. <br /> 2. All pavement repair must be completed 12 hours prior to placement of asphalt 6. Valves. frames and covers. sprinkler heads, trees and shrubs shall remain in <br /> concrete. place unless otherwise noted on the plans. The Contractor shall conduct <br /> earthwork operations so as not to damage or obstruct the existing drainage. <br /> r 3. Shoulder Backing Material at all intersection radii shall receive penetration <br /> ut treatment at 0.25 gallon/square yard. Limits of the penetration treatment work 7. Hand grinding may be required at surface locations around utility boxes frames <br /> shall be confined to the intersection radii plus fifty feel (50') in each direction and covers. <br /> or to intersection conform. <br /> 8. The contractor shall obtain an Encroachment Permit from California Deportment <br /> 4. Excavated material generated by pavement repair and planing asphalt concrete of Transportation prior to any work being performed in the state's right of way. <br /> pavement shall become property of the contractor and disposed of outside of <br /> the right of way. Payment for houling off materials is considered to be included <br /> o under the pavement repair bid item. <br /> COUNTY OF SAN JOAQUIN No SME TYPICAL SECTION AND MACKVILLE ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (State Highway Route 12 do 88 to Jahant Rood) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE 77COKIE77f I DATE I APPROVAL RECOMMENDED /DATE <br /> f 7f0 o <br />