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q 4' Min. <br /> Const. See Note Below <br /> Existing <br /> Surface <br /> Limits of Clearing and Grubbing, and Mailbox Relocation <br /> See e12' I '12' See <br /> Shoulder Shoulder <br /> Details 20' Pavement Reinforcing Fabric Details 0.60' Asphalt Concrete <br /> Sheet 3 1 Sheet 3 <br /> � Note: Width (4' minimum). <br /> 0.20' A.C. Overlay Approximate dimensions used for estimating purposes <br /> r are available upon request. Dimensions and locations <br /> Var. I Var. are subject to change at Engineer's discretion. <br /> r <br /> PAVEMENT REPAIR DETAIL <br /> 0.30' Asphalt Concrete over <br /> Existing Roadway TYPICAL SECTION <br /> . 167+50 <br /> X13' within Asphalt Concrete Dike Areas Conform O E.P. shaped and compacted native <br /> Sta. 10+65 to Sta <br /> Sta. 16+21 to Sta. 18+78 (Lt.) - EP <br /> Sta. 16+21 to Sta. 18+85 (Rt.) -�-� -7 <br /> GENERAL NOTES: <br /> Sta. 129+90 to Sta. 133+86 (Lt. B Rt.) 1:1 �, ' , ' , � '}I�, ' , ' , T=T'TT'T' ' 1:1 <br /> Sta. 134+06 to Sto. 138+98 (Lt. & Rt.) <br /> 1. 0.20' Asphalt Concrete Surfacing shall be placed in One (1) Layer <br /> with Pavement Reinforcing Fabric placed on existing surface. Conform <br /> 2. Shoulder Backing Material at all intersection radii shall receive ;•/ d 3 <br /> Penetration treatment at 0.25 gallon/square yard. Limits of Z q 5 Existing Width <br /> the penetration treatment work shall be confined to the 12' Min. <br /> intersection radii plus fifty feet (50') in each direction or r TYPE D <br /> F to the intersection conform. i <br /> E c � <br /> 3. Placement of Asphalt Concrete Overlay shall not begin until the W $ Variable depth Asphalt Concrete — <br /> Asphalt Concrete used in Pavement Repair has been in place <br /> for 18 hours. ° �, Conform O E.P. over existing paved driveway <br /> EP <br /> w m <br /> 4. The Contractor shall conduct Shoulder Backing operations so as ;Q `r <br /> not to disturb or obstruct any existing drainage. � I m' <br /> T <br /> 5. All earthwork, except final grading of the shoulder, shall be 1TR <br /> a <br /> completed prior to placing final layer of asphalt concrete. c m <br /> No Shoulder Backing shall be deposited or drifted on the < c <br /> final lift of asphalt concrete surfacing. a r <br /> � d g = � Conform R = Conform to <br /> 6. All existing frontage improvements shall remain in place unless (yr' li 010 ° ; existing radii <br /> otherwise noted. Z ° a <br /> I TYPE <br /> 7. The Contractor shall obtain an Encroachment Permit from California E <br /> . C Department of Transportation prior to performing any work within DRIVEWAYS <br /> z the State's jurisdiction. <br /> COUNTY OF SAN NO SCALE JOA UIN TYPICAL SECTIONS AND ESCALON—BELLOTA ROAD RESURFACING Sheet Na. <br /> Q CONSTRUCTION DETAILS (State Highway Route 4 to Copperopolis Road) 2 of fq <br /> DRAWN eY DRE PROJECT ENGINEER DATE ED DATE APPROVK RECOMMENDED DRE <br /> tee. n n _ .., - _� . <br />