Laserfiche WebLink
Const. <br /> Limits of Clearing and Grubbing and mailbox Relocation <br /> Var. 0 12'f 12't Var. <br /> n 22 t n <br /> o Pavement Reinforcing Fabric 0 <br /> Var. Vor. ` 8=� <br /> 71 <br /> ?CSF -fC�tT -1C�F -fC`�F ?t, <br /> 1�w �1 <br /> Var. Depth 0.08' AC Leveling 0.20' As halt Vor. Depth <br /> N Shoulder Backing Existing Concrete <br /> Shoulder Backing <br /> Roadway <br /> Overlay <br /> N <br /> TYPICAL SECTION 4' shoulders except 2' at the <br /> Q > Gawne Road following locations: <br /> N D <br /> Sta. 0+12 to Sta. 159+70 Gawne Road <br /> <. -n <br /> N Sto. 111+60 to 159+20 LT <br /> m <br /> CD Sta. 111+60 to 159+20 RT <br /> Q- z <br /> 41 D <br /> I � <br /> N m <br /> I <br /> GENERAL NOTES: <br /> a <br /> f <br /> n 1. Contractor shall scarify native soil adjacent to pavement at intersection 4. All existing trees, shrubs, fences and other frontage improvements are <br /> radii to a depth of 6" and blend Shoulder Backing material prior to to remain in place unless otherwise noted. <br /> compaction. Limits of this work shall be confined to intersection radii <br /> plus 50 feet in each direction. Payment for blending shall be considered 5. Existing drainage facilities shall remain in place unless otherwise noted. <br /> as included in the price for shoulder backing. The Contractor shall conduct earthwork operations so as not to modify <br /> or obstruct the existing drainage. <br /> 2. All eorthwork (except for final shoulder grading) shall be completed prior <br /> to placing final lift of asphalt concrete. No Shoulder Backing shall be 6. Placement of asphalt concrete overlay shall not begin until the asphalt <br /> deposited or drifted on the final lift of asphalt concrete surfacing. concrete used in pavement repair has been in place for 12 hours <br /> Where the Shoulder Backing placement exceeds 0.30' in thickness, the <br /> o Shoulder Backing shall be placed in two fully compacted layers. <br /> D 7. Place survey monument frame and cover at the location listed on Sheet 3. <br /> m 3. Pavement reinforcing fabric shall be placed on leveled or prepared surfacing. .� ING <br /> R W <br /> CorreCtlorF^ <br /> No Chanae!; . t <br /> Date <br /> Any Pe .mould Verify <br /> m All informa601 L-; :. Site Of Work <br /> O zA I TYPICAL SECTION AND GAWNE ROAD RESURFACING PROJECT Sheet No. <br /> COUNTY OF SAN JO QU N No SCALE GENERAL NOTES (VAN ALLEN ROAD TO ESCALON—BELLOTA ROAD) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Q <br /> G. Xiong 4/2/07 V1,07 e:A #/off 0/ WII if 4,141071 r <br />