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q <br /> Const. <br /> Limits of CleariI 1❑ <br /> ng and Grubbing <br /> Refer to Refer GENERAL NOTES <br /> Shoulder © Var. © Var. Shoulderer <br /> Details Details <br /> Sheet No. 31. The contractor shall adjust or lace monument frames and <br /> Pavement Reinforcing Fabric Sheet No. 3 covers at locations shown on sheet No. 7 of plans, "Summary <br /> of Quantities". Exact location to be determined by the Engineer. <br /> Var. Refer to S.J.Co. Std. drawing No. CW—M1 & CW—R36 for details. <br /> Vo r. <br /> 2. Asphalt Concrete used for pavement repair shall be placed <br /> in layers which do not exceed 0.50' in compacted thickness. <br /> 7Existing <br /> + ____ ____J3. Asphalt Concrete surfacing shall be place as noted below: <br /> ® Asphalt Concrete Surfacing 0.10' A.C. Thickness — one 1 la er, no avement <br /> Roadway reinforcing fabric shall be required. p <br /> v <br /> TYPICAL SECTION 0.21' A.C. Thickness — two (2) layers of approximate equal <br /> thickness with the pavement reinforcing fabric on the existing <br /> pavement surface. <br /> 0.30' A.C. Thickness — three (3) layers of approximate equal <br /> thickness with the pavement reinforcing fabric between the <br /> bottom and second layer. <br /> Const. 4• The Contractor shall conduct his work as to not modify <br /> 1❑ Limits of Mailbox Relocation <br /> Bridge No. 29C-197 4' 12' or obstruct the existing drainage. <br /> Bridge No. 29C-198 6' 10' 5. Existing fences and drainage facilities to remain in place <br /> A Q 12' Sta. 319+00 to Sta. 425+50 unless otherwise noted on plans. <br /> 0 10' Sta. 426+00 to Sta. 530+24 0.04' A.CFn . I <br /> g Note: (Typ') I 6. Existing utilitiy poles to remain in place unless otherwise <br /> Refer to plan sheets for minor shown on plans. <br /> deviations in width. <br /> i <br /> U © 22' Sta. 322+25 to Sta. 425+50 __ __ ______ <br /> 18' Sta. 425+50 to Sta. 530+00 <br /> m 0.10' A.C. Overlay <br /> A <br /> ® 0.10' Sta. 319+50 to Sta. 321 +95 Existing bridge deck <br /> on planed surface. <br /> 0.21 ' Sta. 322+25 to Sta. 425+50 <br /> *0.30' Sta. 426+00 to Sta. 530+24 SECTION A— <br /> z <br /> Sta. 411 +81 to Sta. 412+56 <br /> *See Section A—A for deviations. Sta. 513+89 to Sta. 514+78 <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION LONE TREE ROAD RESURFACIN Sheet No. <br /> (Escolon—Bellotti Road to Victory Road) 2 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMTTED DATE ECaMMENDED DATE <br /> r....ew...r.R��.tr. t A/07 Q) f n n /n/_ .� i ./ /O/__i . 1 . 1 i <br />