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Const. x <br /> I Exist. fence to GENERAL NOTES <br /> lace. x <br /> Limits of Clearing and Grubbing, and Mailbox relocation remain in p 1. 0.21 ' Asphalt Concrete surfacing shall be <br /> placed in two (2) layers of approximate <br /> Asphalt Concrete * equal thickness. <br /> Misc. Areas) 2. Pavement ReinforcingFabric shall be placed <br /> As halt Concrete _ _ ( <br /> — 12' — 14'-17' - 1' <br /> PMisc. Areas 3.5'-4.5' 1' <br /> l ) � between existing surface and the first layer. <br /> 4'� <br /> �` -- - - - 3. All earthwork (except for final grading of the <br /> Va r. Var. shoulders) shalt be completed prior to placing <br /> \\,5\�A final layer of asphalt concrete. No shoulder <br /> r backing shall be deposited or drifted on the <br /> 1 /XX X�'-��i� Conform final lift of asphalt concrete surfacing. <br /> anfarm 030 Existing Roadway / 0.30' 4. All existing frontage improvements shall <br /> remain in place unless otherwise noted. <br /> Variable depth Asphalt Concrete Overlay <br /> TYPICAL SECTION 5. The contractor shall conduct the shoulder <br /> backing operation as to not to disturb or <br /> Stu. 0+87 to Sta. 1 +47 Lt. obstruct any existing drainage. <br /> Sta. 0+87 to Sta. 1 +61 Rt. <br /> ( , + s ( 8. Frames and Covers for Maintenance Holes shall 6. Surplus material from excavation (roadway <br /> y L' t✓ iAVFV ij °� be adjusted to finished grade. Refer to widening areas) shall be used as fill material <br /> 'Mrectlorl5 By • '' Improvement Standards No. CW—R36 for details. for ditch grading on the south side as needed. <br /> n Changes By___ --- -- 9. Type A Asphalt Concrete Dike shall be used as 7. Placement of Asphalt Concrete shall not begin <br /> OF • ' face of Asphalt Concrete walkway. Cost for until the Asphalt Concrete used for Pavement <br /> Person This Draw! Sttoufd <br /> �9 g r►l�ry Asphalt Concrete Dike is to be included in the Repair and Roadway Widening has been in <br /> a -atinn By Insoectino Ph, CBS " .a .. .. Ct Const. Asphalt Concrete (Misc. Areas) Item of work. place for 12 hours. <br /> N D <br /> o ' Limits of Clearing and Grubbing, and Mailbox relocation <br /> s 16' - - - - 14'❑- - 2❑ Earthwork <br /> 4' - _ _ _ (Misc6. Are <br /> 12' 12' 2' 4' as 2' ' <br /> 24' Pavement Reinforcing Fabric <br /> 2Var <br /> % . Var.� 2� �3 —3 I <br /> 89, 1'r <br /> Conform Existing <br /> n Roadwa <br /> y J 0.21Asphalt Concrete Overlay Conform--� _ <br /> m0.50 Asphalt TYPICAL SECTION <br /> M Concrete Widening 1❑ <br /> Sta. 1 +47 to Sta. 2+96 Lt. Sta. 7+36 to Sta. 8+45 Lt.) <br /> _w t <br /> Fn Sta. 1 +61 to Sta. 2+75 Rt.) Stu. 7+36 to Sta. 15+36 Rt. (With no Pavement Widening righ <br /> (Typical) ) Sta. 16+26 to Sta. 23+78 =12' (Rt.), <br /> of CL Const.) <br /> o Sta. 3+51 to Sta. 6+94 Lt.) Sto. 16+54 to Sta. 18+50 Lt.) <br /> Sto. 3+73 to Sta. 6+88 Rt.) Sta. 18+85 to Sta. 23+78 Lt. Sta. 18+00 to Stu. 23+28 (21 ' Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION I <br /> HARDING WAY IMPROVEMENTS Sheet No. <br /> (Filbert Street to Report Avenue) 2 of 12 <br /> DRAWN BY DATE PROIECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PROVAL RECOMMENDED DATE <br /> 7 M I:�.r. �,,...A a/7, m ._ B1 I, d_ . / 1 _ // i <br />