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Const. <br /> Limits of Clearing and Grubbing <br /> and Limits of Mailbox relocation. <br /> i <br /> 20' Pavement Reinforcing Fabric GENERAL NOTES <br /> Conform SR �' –Vo I Var_ 87, Conform <br /> Y 1. The Asphalt Concrete (0.25' resurfacing) shall be placed <br /> ��� �_ ,�V '\ in two (2) layers of approximate equal thickness with pavement <br /> reinforcing fabric placed on the bottom of the first layer. <br /> Shoulder Backing Existing Roadway---7-1 Shoulder Backing 2. All Pavement Repair must be completed 36 hours prior <br /> 0.25' Asphalt Concrete to placement of Asphalt Concrete. <br /> TYPICAL SECTION 3. Shoulder Backing Material at all intersection radii shall <br /> Sta. 18+00 to Sta. 29+60 be blended with the top 6" of native soil material as <br /> directed by the Engineer. Payment for blending shall <br /> be considered as included in the contract unit price <br /> paid for Shoulder Backing <br /> C <br /> Const. 4. All earthwork (except for final grading of shoulders) <br /> 8 shall be completed prior to placing final layer of asphalt <br /> �i Limits of Clearing and Grubbing concrete. No Shoulder Backing Material shall be deposited <br /> s and Limits of Mailbox relocation. <br /> o or drifted on the final lift of asphalt concrete surfacing. <br /> m 2 2 15 I 11 2 2 5. The contractor shall conduct the Shoulder Backing operations <br /> >_ 4' Paved 11'± 10'± so as not to disturb or obstruct any existing drainage. <br /> Shoulder <br /> R ,n 6. At the option of the Contractor, the grinding materials from <br /> a <br /> Shoulder----, 1 ± 24' Pavement Reinforcing Fabric © 1'± various items of work may be deposited in the Shoulder <br /> o i Backing I 2% Backing areas. <br /> i Conform 2 Var. 1 Var, 89'� V Conform <br /> rt <br /> # , <br /> 0.25' Asphalt Concrete Existing Roadway— Shoulder Rocking , <br /> 0.25' Asphalt Concrete 0.25' Asphalt Concrete --- 0.50' Asphalt Concrete . <br /> 'O9 TYPICAL SECTION <br /> $� Sto. 30+12 to Sta. 74+00 <br /> � Q Earthwork (miscellaneous areas), please refer to page 6 <br /> for locations. <br /> z ❑2 Earthwork (roadway widening), please refer to page 6 <br /> o for locations. <br /> COUNTY OF SAN JOAQUIN NO SO4LE TYPICAL SECTION AND POCK LANE RESURFACING Sheet No. <br /> `•C GENERA_ NOTES 1,100'± 9/0 Carpenter Road to 300'± N/0 Eleventh St.) 2 of 6 <br /> DRAWN BY DATE _ PROJECT ENGINEER DATE 1. CHECKED DATE SUBMITTED DATE APP A COMMENDED TE <br /> LBwwn.l G2omuwa, {vf7�Cr /mrw T/v'iro - '7'��(y- --- \ as r/df <br />