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Const. <br /> GENERAL NOTES <br /> Limits of Clearing and Grubbing, Earthwork (Roadway Widening) and Mailbox Relocation 1. 0.21' Asphalt Concrete surfacing shall be placed <br /> in two (2) layers of approximate equal thickness <br /> 16' 16' with pavement reinforcing fabric placed on existing <br /> pavement or A.C. Base. <br /> Earthwork Earthwork See the bottom layer has been in place for 24 hours. <br /> See (Roadway widening) Roadwa widenin P y <br /> Shoulder ( y g) Shoulder 2. Placement of Asphalt Concrete overlay shall not <br /> Details 4' 12' 12' 4' Details begin until the Asphalt Concrete Base has been <br /> on on in place for 24 hours. <br /> SheetSheet <br /> 30' Pavement Reinforcing Fabric 3. Shoulder Backing at all intersection radii, except <br /> where A.C. Dike exists, shall receive Penetration <br /> _ 2%� — Var. Vac 2%� Treatment within 4 feet of the Edge of Pavement <br /> as specified in the special provisions and as <br /> directed by the Engineer. <br /> -------+----------------- 4. All earthwork, except final grading of the shoulders, <br /> shall be completed prior to placing final layer of <br /> Existing Roadway 0.21' A.C. Overlay 0.30' A. C. Base (Typ.) asphalt concrete. No Shoulder Backing shall be <br /> deposited or drifted on the final lift of asphalt <br /> 4% — Sta. 40+65 to 41+70 (Lt.) TYPICAL SECTION concrete surfacing. <br /> - 5. The contractor shall conduct Shoulder Backing <br /> Sta. 5+36 to Sta. 48+98 operations so as not to disturb or obstruct any <br /> existing drainage. <br /> 0 r 6. All existing frontage improvements shall remain in <br /> L Const. place unless otherwise noted. <br /> m <br /> n <br /> m Limits of Clearing and Grubbing and Mailbox Relocation <br /> 3 18'-20 <br /> —16'-20' 1't <br /> See i <br /> Shoulder �12'�4'_g' <br /> g Details <br /> on <br /> Sheet 30' Pavement Reinforcing Fabric <br /> Var. <br /> _ Var. <br /> v, ---------------J <br /> `------------ --+--- 0.04' <br /> z Existing Roadway 0.21 ' A.C. Overlay <br /> A <br /> s T TYPICAL SECTION <br /> Op o Sta. 48+98 to Sta. 53+81 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND ARMSTRONG ROAD IMPROVEMENTS Sheet No. <br /> GENERAL NOTES (West Lane to North 99 Frontage Road West) 2 of 10 <br /> nPAwN av I nATF PROJECT ENGINEER I DATE - CHECKED DATE I APPROVAL RECQMMENDED I DATE <br />