Laserfiche WebLink
Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 12 4 4 <br /> 4' 41 * ' ' 1 ' * ' ' <br /> 4 12 4P <br /> 24Pavement Reinforcing Fabric <br /> E <br /> L- Var. Var.,. E <br /> . t- <br /> o 5% 5 0 <br /> C -.9ff- <br /> 87. 0 <br /> 'q C) <br /> j <br /> Exist. Roadway 0.25' Asphalt <br /> Variable Depth Shoulder Backing Concrete Overlay Minimum 0.10' thick <br /> over Embankment (Typ.) <br /> Shoulder Backing (Typ.) <br /> See Note 7 below for details. <br /> TYPICAL SECTION <br /> Sta. 303+75 to Sta. 451 +90 Paved Shoulder slopes shall conform <br /> to existing surface at all intersections. <br /> 3 <br /> M <br /> M <br /> GENERAL NOTES: <br /> 1. 0.25' Asphalt Concrete Surfacing shall be placed in two (2) layers of approximate 5. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> equal thickness with Pavement Reinforcing Fabric placed on existing surface. placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> =r <br /> 2 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete <br /> or drifted on the final lift of asphalt concrete surfacing <br /> 3 <br /> used in Pavement Repair has been in place for 18 hours. 6. All existing frontage improvements shall remain in place unless otherwise noted. <br /> k <br /> -0 3. Shoulder Backing at all intersection radii shall receive Penetration Treatment 7. Excavated material generated by Pavement Repair and Planing Asphalt Concrete <br /> 2r within 4 feet of the Edge of Pavement as specified in the Special Provisions Pavement shall be thoroughly pulverized and used as Embankment. All material <br /> and as directed by the Engineer. shall be evenly distributed on both sides of the roadway between Sta. 308+00 <br /> 4. The Contractor shall conduct Shoulder Backing operations so as not to disturb and Sta. 448+00 and blended with the top 6" of native material in the Shoulder <br /> or obstruct any existing drainage. Backing and Embankment area. The cost paid for Earthwork (Miscellaneous Areas) <br /> shall include full compensation for onsite hauling, blending, shaping and compacting. <br /> d% <br /> W M <br /> M <br /> OZI <br /> r, <br /> M <br /> Z <br /> 0 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND FRENCH CAMP ROAD RESURFACING Sheet No. <br /> I I <br /> GENERAL NOTES (Austin Road to Jack Tone Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE /& CHECKED DATE APPROVAL RECOMMENDED DATE <br /> -7 � <br /> W <br /> Vincent Via' c4caros 94;f—� /14/01� _ 7AAA�— <br />