Laserfiche WebLink
CONST. <br /> Limits of Clearing Iand Grubbing and GENERAL NOTES <br /> Mailbox Relocation I. At locations withing 50' of roadway intersections, the contractor <br /> See 12' 12' shall scarify native soil adjacent to pavement to a depth of 6 <br /> See inches and blend shoulder backing material prior to compaction. <br /> SDheialdsr 22' Pavement Reinforcing Fabric Shoulder 2. All earthwork, except for the final lift of shoulder backing, shall <br /> Details <br /> on _ Var. Var. _ on be completed prior to placing the final lift of asphalt concrete <br /> Sheet - Sheet surfacing. No shoulder backing shall be deposited or drifted on <br /> the final lift of asphalt concrete surfacing. <br /> L- - - - - - - - - - - - - —1 No. 3. <br /> ♦ 3. Surplus material from excavation (Shoulder Detail No. 2 and Earthwork <br /> Existing Roadway 0.25' Asphalt Concrete overlay Road Widening) shall be used as embankment throughout the project <br /> as directed by the Engineer. <br /> TYPICAL SECTION •No Pavement 4. Asphalt Concrete shall be placed as noted below: <br /> Sta. 0+75 to Sta. 315+00 Reinforcing Fabric • 0.12' Thickness — One (1) layer with the pavement reinforcing <br /> from Sta. 264+00 fabric on existing pavement. <br /> ♦ to Sta. 315+00. <br /> 0.12' Sta. 180+95 to Sta. 181+26 • 0.25' Thickness — Two (2) layers of approximate equal thickness <br /> (Lone Tree Creek Bridge) with pavement reinforcing fabric between the layers. <br /> ♦0.35' Sta. 1+00 to Sta. 2+50 • 0.35' Thir�kn s — Two 2 la <br /> o ( ) vers et approximate equal thickness <br /> u, Sta. 36+00 to Sta. 44+00 with pavement reinforcing fabric between the layers. <br /> Sta. 106+50 to Sta. 107+50 <br /> Stu. 113+50 to Sta. 114+50 5. Survey monument frames and covers shall be adjusted to finished <br /> u o Sta. 118+50 to Sta. 129+50 grade. Exact locations to be determined by the Engineer. <br /> mNote: All 0.35' Asphalt resurfacing areas 6. Placement of asphalt concrete surfacing and leveling shall not <br /> n <br /> L are to be at 2% cross slope. begin until the asphalt concrete used in pavement repair has <br /> been in place for 36 hours. <br /> 7. All existing fences are to remain. <br /> CONST. CONST. <br /> Limits of Clearing and Grubbing <br /> its of Clearingand Grubbing, Earthwork (Roadway Widening) and <br /> SeeMailbox-R1ellocation See 12, _ See <br /> 12' T 12' eeShoulder I — 12 Shoulder <br /> Details Details <br /> Asphalt Concrete Details on 3' on <br /> et 2'toverlay �J 2 f on Sheet 0.10' 2% Sheet <br /> No. 3. 2% No. 3. <br /> N3%40 `" - - - - - - Existing Roadway <br /> A _ — — _ __ —.- - - J00 +� ltWI�ENIN�eAREA Existing Roadway A.C. Leveling <br /> �+ p.) Sta. 105+ 0toSta. 156+00 (Lt. & Rt.) Asphalt Concrete Mpg B) eyeling <br /> Sta. 263+60 to Sta. 295+00 <br /> TY OF SAN JOAQUIN No Scams TYPICAL seeTwN LONE TREE )'LOAD RESURFACING Sheet No. <br /> (Jack Tone Rood to Sexton Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHE ED DATE SUBMRTED I DATE I APPROJRECOMMENDED TE <br /> tcnH Pcfuerzo 6/ 99 AWd 4s,/" Idiel <br />