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L <br />o O <br />3 � <br />0 <br />a� <br />m� <br />N 0 <br />O O <br />U)� <br />0.25'-1 <br />AC Overlay <br />Const <br />Limits of : Overlay <br />22' <br />'-0-} - 20' Pavement Reinforcing Fabric <br />-------t---------- <br />TYPICAL SECTION <br />Patterson Pass Road: Sta 10+00 to Sta 51+55 <br />Ct <br />Const <br />Limits of <br />earing & Grubbing <br />EP <br />Va r- <br />0.25Exist Roadway <br />AC Overlay <br />SHOULDER DETAIL 1 <br />Patterson <br />Pass Road: <br />Sta 10+00 to <br />Sta 51 +55 <br />(Rt) <br />Sta 10+00 to <br />Sta 12+00 <br />(Lt) <br />Sta 17+60 to <br />Sta 51+55 <br />(Lt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE PROJECT ENGINEER DATE <br />Daniel (X cs(�amb= 3166 S sem.•.. S 3t -',1 <br />V cn C/) <br />D -(D <br />1 ' o c� <br />aa) <br />cD co <br />Var- T o <br />of <br />(D _ <br />0 O <br />Exist Roadway j <br />GENERAL NOTES: <br />1. 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximate <br />equal thickness with Pavement Reinforcing Fabric placed between the layers. <br />2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete <br />used in Pavement Repair has been in place for a minimum of 18 hours. <br />3. All earthwork, except for final shoulder grading, shall be completed prior to <br />placing the final layer of Asphalt Concrete. <br />4. Existing highway and utility facilities, including bollards, roadside signs, trees, <br />shrubs, fences etc. shall remain in place unless otherwise noted on the plans. <br />5. The Contractor shall be responsible for adequately scheduling inspection and <br />testing of all facilities constructed under this contract. All testing shall conform <br />to the Standard Specifications. All re—testing shall be paid by the Contractor. <br />6. Contractor shall obtain an Encroachment Permit from Alameda County for any <br />work and signing within that County's right—of—way at the west conform. <br />Refer to Section 5 in these Specifications. <br />Limits of Clearing & Grubbing <br />1 <br />Earthwork EP <br />(Misc. Areas) <br />4 1' 2 2 <br />2 _ _ — Grade Const <br />Vim\ rExisting — _ —Vo _ (Exist) % —Var <br />— — 1 Grade Conform ori i <br />Shoulder Conform Shoulder j� <br />Backing 0.25' Backing L <br />Roadway <br />SHOULDER DETAIL 2 Exist <br />Sta 12+00 (Lt) to Sta 17+60 (Lt) <br />NO SCALE TYPICAL SECTION, SHOULDER PATTERSON PASS ROAD RESURFACING Sheet No. <br />DETAIL AND GENERAL NOTES Alameda County Line to 4,155' East of Alameda County Line 2 of 4 <br />CHECKED I DATE <br />