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GENERAL NOTES Const. <br /> I <br /> Limits of Clearin and Grubbing <br /> and Mailbox Relocation <br /> See I <br /> Shoulder o <br /> 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 <br /> No Shoulder Backing Material shall be deposited or ° 1 1' o <br /> drifted on the final lilt of asphalt concrete surfacing. o I o <br /> 2. Penetration Treatment shall be performed at all intersection 3 Vagi 3 <br /> radii with the exception of the Baker Rd and Jack Tone Rd <br /> intersection. �__ ___ ______ <br /> q ----------j <br /> 3. The Asphalt Concrete shall be placed as noted: 0.10' Asphalt Concrete 0.15' Asphalt <br /> Levelin Course • Concrete Overlay <br /> 0.25' A.C. — One (1) 0.15' layer of asphalt concrete to be Existing 9 <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 /> n placed over 0.13' leveling course. Reinforcing Sta. 01+20 to Sta. 155+67 (Lt. & Rt.) <br /> g fabric to be placed on top of leveling course. <br /> 6 m 4. Refer to Std. Plan D756 type GCP for SDI. <br /> 5. Material generated from planing may be thoroughly blended <br /> m with native material and compacted to 90% R.C. In shoulder Const. <br /> backing area. Planed material shall be capped with a <br /> minimum of 0.10' shoulder backing. <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 4' 10 -11 10'-11 ' 4' <br /> o Vor. 18' Pavement ReinforcingFabric Var.— o <br /> 0 a <br /> 0 0 <br /> 3 Vo _Vor, Var_. V 3 <br /> r �_ <br /> L— — -----__—� <br /> Shoulder Booking 0.17' Asphalt <br /> J 0.13" Asphalt Concrete Concrete Overloy <br /> O Existing Leveling Course " See General Note 4 <br /> E Roadway TYPICAL SECTION <br /> A <br /> M Duncan Road to Cox Road <br /> m Sta. 157+27 to Sta. 195+77 (Lt. & Rt.) <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION BAKER ROAD RESURFACING Sheet No. <br /> AND GENERAL NOTES (Jack Tone Road to Cox Road) 2 of e <br /> DRAWN RY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> o.,a_: i _ <br />