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Const. Const. <br /> Limits of Clearing and Grubbing, Limits off Cleor�Grubbing, <br /> 1 1 E 4' 4' 12' 12' 4' T 4' E <br /> E12'-30' 12'-30' o c22' Pavement Reinforcing Fabric <br /> c �22' Pavement Reinforcing Fabric c 0 �� Var. Vor. � � <br /> U Var. Var._ Vor• �_ Vor, <br /> Vor <br /> V. <br /> — — — — — — — Existing Roadway 0.25' Asphalt Concrete Overlay Var. Depth <br /> Existing Roodwoy Var. Depth TYPICAL SECTION Shoulder Backing <br /> Asphalt Concrete Overlay Shoulder Backing Sta. 0+12 to Sto. 58+00 (Typ•) <br /> TYPICAL SECTION (Typ•) KASSON ROAD <br /> Sta. 167+00 to Sta. 339+00 .(South Section <br /> Sta. 356+80 to Sta. 360+00 <br /> EI] Shoulder Backing to Conform ® 4' <br /> Sto. 279+20 to Sto 288+50 (Lt.& Rt.) <br /> Const. <br /> 0.25'—Sto. 167+00 to Sta. 279+20 Limits of Clearing and Grubbing, <br /> 0.12'—Sta. 279+20 to Sta. 288+50 E M3 02 E <br /> .D 17'—Sta. 288+50 to Sto. 334+50 _ r ° 4' 4' 12'-18' 12'-16' �}� 4' 4' ° <br /> a0.35'—Sta. 334+50 to Sto. 339+00 8 _Var. or. <br /> 0.25'—Sta. 339+00 to Sta. 346+40 _ a Vor �� i ,� $ Vor• o <br /> 0.1l'—Sta. 349+40 to Sto. 360+00 <br /> F Existing Roodwoy 0.25' Asphalt Concrete Overlay Var. Depth <br /> Z TYPICAL SECTION Shoulder Backing <br /> Const. (Typ.) <br /> m Sta. 3+00 to Sta. 17+63 (Rt.) <br /> Limits of Clearing and Grubbing, <br /> Sta. 3+00 to Sta. 19+95 Lt. <br /> i <br /> 20'-30' 20'-30' ❑2 2' Sta. 12+00 to 19+95(Lt.) <br /> ' 8' 12'-22' 12'-22' 8' ❑3 6' Sto. 12+00 to 19+95(Lt.) <br /> 12' Fabric12' Fobric 8' ® Hiah Dike Const. <br /> _Var. Var._ 0.04' ® low Dike Limits of Clearing and Grubbing, <br /> L - - - - - - - - 16'-18 <br /> - - - - - - 4 -61 _ 1� <br /> — � fit 12 0.08' ® Hi h Dike <br /> Existing Roadway Asphalt Concrete Overlay _Var. Var- i 0.04 LowDike <br /> TYPICAL SECTION —� <br /> Sta. 339+00 to Sta. 346+40 — — — — — — — — — - <br /> - Sta. 349+40 to Sta. 356+80 Existing Roadway 0.25' Asphalt Concrete Overlay <br /> 0.25'-Sta. 339+00 Sta. 346+40 TYPICAL SECTION <br /> r 9.4r—Sta. 349+40 Sta. 356+80 Sta. 17+63 to Sta. 28+94 (Rt.) <br /> KASSON ROAD Sto. 19+95 to Sta. 28+94 (Lt. <br /> (North Section) AIRPORT WAY <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION KASSON ROAD & AIRPORT WAY RESURFACING s2eo $o. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP R ECOMMENDED DATE <br /> auaf Tem• e/91 ` ?� uta `�� 1�Lnod ~� i ���fg <br />