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hI <br />D <br />M <br />M <br />r <br />M <br />z <br />O <br />Conform <br />Conform <br />Limits of Clearing and Grubbing <br />Earthwork <br />(Misc. Areas) <br />1, 2 4 <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />2. Shoulder Backing material at all radii shall be blended with <br />DRAWN BY DATE <br />PROJECT ENGINEER <br />DATE CHECKED <br />l,T 3/07 <br />/off <br />3. All earthwork <br />(except for final lift of shoulder backing) <br />Exist. <br />Roadway <br />Shoulder Backing Material shall be deposited <br />or drifted on <br />the final lift of asphalt concrete surfacing. <br />4. The contractor <br />Shoulder Backing <br />so as not to <br />SHOULDER <br />DETAIL <br />Sta. <br />35+50 <br />to <br />Sta. <br />37+50 <br />(Lt.) <br />Sta. <br />58+50 <br />to <br />Sta. <br />66+00 <br />(Lt.) <br />Sta. <br />79+50 <br />to <br />Sta. <br />84+50 <br />(Lt.) <br />Sta. <br />122+50 <br />to <br />Sta. <br />123+50 <br />(Lt.) <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />2. Shoulder Backing material at all radii shall be blended with <br />DRAWN BY DATE <br />PROJECT ENGINEER <br />DATE CHECKED <br />l,T 3/07 <br />/off <br />3. All earthwork <br />(except for final lift of shoulder backing) <br />3/,I/a1 &�4aL <br />Const. <br />I <br />i <br />Limits of Clearing and Grubbing _ <br />and Mailbox Relocation <br />See Shoulder <br />Detail <br />1, 2'so 0'-4' - 12' I 12' - 0'-4' <br />1 22' Pavement ' Reinforcing Fabric 1 <br />vor. .V—a I Var.- gqa wr. Conform <br />✓ �� <br />Shoulder Backing Exist. Roadway l Shoulder Backing <br />0.25 Asphalt 9 <br />Concrete Overlay <br />TYPICAL SECTION <br />Sta. 9+00 to Sta. 124+10 (Lt. & Rt.) <br />GENERAL NOTES <br />1. All Pavement <br />Repair must be completed 18 hours prior to <br />placement of <br />Asphalt Concrete. <br />2. Shoulder Backing material at all radii shall be blended with <br />the top 6" of <br />native material as directed by the Engineer. <br />Payment for blending shall be considered as included in <br />the unit price <br />paid for Shoulder Backing. <br />3. All earthwork <br />(except for final lift of shoulder backing) <br />shall be completed prior to placing final layer of asphalt <br />concrete. No <br />Shoulder Backing Material shall be deposited <br />or drifted on <br />the final lift of asphalt concrete surfacing. <br />4. The contractor <br />shall conduct the Shoulder Backing operations <br />so as not to <br />disturb or obstruct any existing drainage. <br />5. The contractor shall remove the tree stump at Sta. 20+60 (Rt.). <br />The removal of the tree stump shall be considered as paid for in <br />Clearing and Grubbing Item of work. <br />NO SCALE TYPICAL SECTION <br />AND GENERAL NOTES <br />DATE APPROVAL RECOMMENDED DATE <br />BAKER ROAD RESURFACING Sheet No. <br />(Confer Road to Jack Tone Road) 1 2 of 4 <br />