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9 Const. r <br /> 'L Const. Edge of Traveled <br /> ---- ------- Limits of Clearing and Grubbing �J.� <br /> U I 16' 4' 12' 12' 4' <br /> —4'--. ---L24' Pavement RI inforcing Fabric--- 4' E.P. EP <br /> 87 ar. <br /> Var. Var_ Varma 87 <br /> QConform �V� `__-__ V=ri -Conform <br /> Existing Roadway — t =- - _-- TYPICAL TRAFFIC <br /> o - 0.17' A.C. Overlay Shoulder Backing LANE LAYOUT <br /> ° a Refer to Plan Sheets for TYPICAL SECTION <br /> A minor width variations. (Sta. 383+50 to 398+66) <br /> Const. <br /> N > (Sta. 432+02 to 503+40) <br /> g 2❑ Fabric width varies at up edge of fabric <br /> bridge approaches. <br /> ------- 12' 4' 0.25' at Dike Face <br /> a m <br /> Pavement Exist. Dike to <br /> n � � Reinforcing Fabric remain in place <br /> f m Va . (Unless otherwise <br /> r <br /> noted on plans). <br /> Vag <br /> ---- 21 ' A.0 Pavement Overlay & Pavement Reinforcing Fabric -------- -y 1 � 0.08' A.C. <br /> Existing Roadway 017' AC -J No shoulder backing <br /> Earthwork Misc.- Areas -� outside of dike. <br /> 16' 1 ' (Type_1) <br /> T <br /> 4 . Overlay <br /> ' 1 } ` <br /> 0.1Asphalt Concrete Overlay TYPICAL SECTION AT EAST BRIDGE APPROACH <br /> New Di3'Dike -0.10' A.C. <br /> location (Sta. 418+94 to 432+02 Lt. & Sto. 419+10 to Sta. 432+02 Rt.) <br /> Var_ 47., A.C. Leveling <br /> -o - <br /> Existing Roadway-:77— <br /> oadway 0.60' �"\ LEGEND <br /> Com act existing shoulder and lace ® Variable Depth Asphalt Concrete Overlay Q� RYAHFG <br /> m Pavement Repair P g P Max. Slope yy <br /> Imported Borrow to 957 compaction (1' depth). <br /> � 1.5' 0.00' Depth of Asphalt Concrete Pavement Planing a <br /> 1 ■ Limits of Asphalt Concrete Pavement Planing No. C23341 <br /> MISCELLANEOUS PAVING DETAILS Existing or repaired slope. P 9 Ev. "-"-0 <br /> A aq R Conforn To Existing Radii 9�, OIVIL �Q? <br /> V (Sta. 398+66 to Sta. 414+97 - Lt. & Rt.) Qr CR,�E <br /> m Existing Slope Repair <br /> O z Earthwork Misc. Areas (Type II) <br /> o <br /> I COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS Howard Road Resurfacing Sheet Na. <br /> (Roberts Road to Wolfe Road) 2 of 11 <br /> DRAWN BY DATE /� PROJECT ENGINEER DATE CHE KED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 79 �Z (/ 790 ��`Yo ,µs 740 )J ��DY <br />