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b <br />GENERAL NOTES const. <br />i <br />Limits of Cleo ring and Grubbing <br />and Mailbox Relocation <br />See i <br />Shoulder 12' 12' Shoulder <br />1. The contractor shall conduct the Shoulder Backing operations Details Details <br />so as not to disturb or obstruct any existing drainage.22` Pavement Reinforcing Fabric n <br />No Shoulder Backing Material shall be deposited or ° 1 1' o <br />drifted on the final lift of asphalt concrete surfacing. o I o <br />2. Penetration Treatment shall be performed at all intersection 3 .Vo r. Vo r, 3 <br />radii with the exception of the Baker Rd and Jock Tone Rd <br />intersection.L__ _ -- i -- ———————————————- <br />3. The Asphalt Concrete shall be placed as noted: 0.10' Asphalt Concrete 0.15' Asphalt <br />* <br />0.25' A. C. — One (1) 0.15' layer of asphalt concrete to be Existing Leveling Course Concrete Overlay <br />placed over 0.10' leveling course. Reinforcing Roadway <br />fabric to be placed on top of leveling course. TYPICAL SECTION <br />0.30' A. C. — One (1) 0.17' layer of asphalt concrete to be Jack Tone Road to Duncan Road <br />placed over 0.13' leveling course. Reinforcing Sta. 01+20 to Sta. 155+67 (Lt. & Rt.) <br />fabric to be placed on top of leveling course. <br />4. pefeia to std. plam P;Z§g type GGP fop 991. <br />4. There shall be an 18 hour woitina period between completion <br />of leveling course and placement of the final lift of A.C. <br />5. Material generated from planing may be thoroughly blended <br />with native material and compacted to 90% R.C. in shoulder <br />backing area. Planed material shall be capped with a <br />minimum of 0.10' shoulder backing. <br />COUNTY OF SAN JOAQUHN NO SCALE <br />DRAWN BY DATE PRQJECT ENGINEER DATE CHECKED DATE AI <br />Bobbie Rodriguez 2/08 e-tE <br />Const. <br />I <br />i <br />Limits of Clearing and Grubbi <br />and Mailbox Relocation <br />4' <br />o Var. 18' Pavement Reinforcin <br />0 <br />_Var. + <br />r <br />-- ---�IL <br />Shoulder Backing 0.13' Asphalt Concrete <br />Existing Leveling Course <br />Roadwo <br />10,-11, 1 d' <br />Fabric hear <br />•MMMM <br />.���AWWMW /I <br />------------ - - - - - j <br />—0.17' Asphalt <br />Concrete Overlay <br />See General Note 4 <br />y TYPICAL SECTION <br />Duncan Road to Cox Road <br />Sta. 157+27 to Sta. 195+77 (Lt. & Rt.) <br />TYPICAL SECTION BAKER ROAD RESURFACING <br />AND GENERAL NOTES (Jack Tone Road to Cox Road) <br />'R4WAL RECOMMENDED I DATE <br />0 <br />0 <br />Sheet No. <br />2 of 6 <br />Addendum No. 1 <br />