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q GENERAL NOTES <br /> Const. <br /> I 1. The Contractor shall obtain an Encroachment Permit and <br /> enter into an agreement with the BN & SF Railroad <br /> Limits of Clearing and Grubbing, and Mailbox Relocation Company for work within the railroad's jurisdiction. <br /> + i shall receive <br /> 10' 10' penetration treatment at 0.25 gollon/square yard. Limits of <br /> See I See the penetration treatment work shall be confined to the <br /> Sheet 3 for 18' Pavement Reinforcing Fabric Sheet 3 for intersection radii plus fifty feet (50') in each direction or <br /> Shoulder I Shoulder to the intersection conform. <br /> Details i N A.C. Overlay Details 3. The asphalt concrete shall be placed in two (2) layers of <br /> CD approximately equal thickness with pavement reinforcing <br /> ' fabric placed on existing or prepared surface. <br /> 2% ( 2% 4. All pavement repair must be completed 12 hours prior to <br /> placement of asphalt concrete. <br /> — — — —1 -- — — _ _ _ _ _ J 5. Existing drainage facilities shall remain in place unless <br /> otherwise noted. The Contractor shall conduct earthwork <br /> TYPICAL SECTION Existing Roadway operations so as not to modify or obstruct the existing <br /> drainage. <br /> CARPENTER ROAD 6. Removal of A.C. Dikes where shown on the plan shall be <br /> 11 Sta. 64+30 to Sta. 69+70 done in such a manner as not to damage the existing <br /> o Sto. 63+00 to Sto. 100+28 A.C. surface below the dike. Payment for dike removal <br /> shall be considered asincluded in the contract lump sum <br /> price for Clearing and Grubbing. <br /> i <br /> o q 7. All earthwork, except final grading of the shoulders, shall be <br /> Const. completed prior to placing final layer of asphalt concrete. <br /> No Shoulder Backing shall be deposited or drifted onto the <br /> ° 0 1 final lift of asphalt concrete surfacing. <br /> o Limits of Clearing and Grubbing, and Mailbox Relocation <br /> 8. All existing trees, shrubs, fences, concrete walks and other <br /> ' frontage improvements are to remain in place unless <br /> n 4' 12' 12' 4' otherwise noted. <br /> :3 m <br /> 20' Pavement Reinforcing Fabric <br /> a I <br /> 0.17' A.C. Overlay <br /> D Vo r. , Var. <br /> F � Va=a <br /> L — — — — — — — — <br /> �, Var. Depth Shoulder <br /> Existing Roadway TYPICAL SECTION y <br /> Backing (Typ.) <br /> D <br /> THREE OAKS ROAD <br /> A Sto. 0+38 to Sto. 9+90 <br /> W <br /> r <br /> M <br /> Z <br /> O <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTIONS AND CARPENTER ROAD AND THREE OAKS ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (Carpenter Rd : Moriposa Rd to East End; Three Oaks Rd: Carpenter Rd to South End) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE I APPROVAL RECOMMENDED DATE <br /> Vincent �i ap 0 <br />