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CL Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> & Mailbox Relocation GENERAL NOTES <br /> See See 1 . Shoulder Backing material at all intersection radii shall be blended <br /> Shoulder 12 12 Shoulder with the top 6" of native soil material as directed by the Engineer. <br /> DetailsDetails Payment for blending shall be considered as included in the <br /> _ 22' Pavement Reinforcing. Fabric contract unit price paid for Shoulder Backing. <br /> Var__ 2. All shoulder backing work (except for final lift of shoulder backing <br /> shall be completed prior to placing final layer of asphalt concete. <br /> �-(' 3 Asphalt Concrete shall be placed in two (2) layers of approximately <br /> L _ _ _ _ _ _ —}— — — -- — — _ _ _ _ _ _ _ J equal thickness with reinforcing fabric placed over existing or <br /> JI prepared surface. <br /> Existing Roadway 0.25' Asphalt <br /> Concrete Overlay 4. All fences shall remain in place. <br /> TYPICAL SECTION <br /> Sta. 261 +37 to Sta. 448+00 <br /> m ❑i Superelevation Sta. 311 +82+ to Sta. 329+31f <br /> i <br /> � and Sta. 371 +33± to Sta. 385+86t <br /> Const. <br /> i <br /> Const. COnS{, Limits of Clearing and Grubbing <br /> m I and Mailbox Relocation <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> and Mailbox Relocation and Mailbox Relocation <br /> z _ <br /> o n �" -- 12' 4' 2't <br /> n o <br /> 12" 6" 2' 1't 12' Varies 6' 2' i't <br /> i '—' ----_- i 0.25' A.C. Variable <br /> m (0'-4',Lt.) I th <br /> Pavement A.C. <br /> i z Pavement E i Pavement —1T Rt E l <br /> Reinforcing o Reinforcing <br /> (0, ) a Fabric <br /> m Fabric a Fabric c Fabric <br /> mmmTa <br /> a III 0 <br /> .10' Exist. A <br /> .C. <br /> v ke toDi <br /> 87 <br /> 87 [21 <br /> ma <br /> _ _ __ — _ — _ — _ — _ _ — J <br /> Var. Depth Shoulder Var. Depth Shoulder <br /> Detail 1 Backing (Typ.) Detail 2 Backing (Typ.) Detail 3 <br /> kA Sta. 440+07 to Sta. 445+97 (Lt.) Sta. 445+97 to Sta. 448+00 (Lt.) <br /> Sta. 261 +37 to 440+07 (Lt.) Sta. 440+11 to Sta. 448+00 (Rt.) <br /> Sta. 261 +37 to 440+11 (Rt.) <br /> ' m <br /> SHOULDER DETAILS o an at Sta. 311 +82t to sta. 329+31t <br /> w and Sta. 371+33t to Sta. 385+86t <br /> b a COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION ESCA South <br /> of Flood <br /> Road <br /> ROAD RESURFACING sneer Na. <br /> (1 Mile South of Flood Road to State Highway Route 26) 2 of s <br /> DRAWN BY DATE I PROJECT ENGINEER DATE <br /> E� CHECKED-- DATE suBMITTED DATE APPROVAL RECOMMENDED DATE <br /> l lCGMI eEj jd, 0114 <br />