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F <br /> came <br /> I F <br /> Limits of Clearing and Grubbing <br /> & Mailbox (Relocation <br /> y See Shoulder) _13,EX10,-16• See Shoulder <br /> Details f 1 Details x`16 <br /> �I 1' 22' Pavement Rleinforcing Fabric 0'-6' I 6 <br /> —Var. Vo—.— <br /> i O0� <br /> V_ aV <br /> Existing Roadway — — <br /> TYPICAL SECTION — 0.17' A.C. Overlay Exist. Curb, Gutter <br /> Grading Plane & Sidewalk to remain <br /> (Sta. 0+39 to Stu. 12+84) in place (Typ.) <br /> * Note: (See sheet No.S for <br /> A.C. Leveling Detail and locations) PLANING DETAL <br /> GENERAL NOTES * 10' Wide (Sta. 12+22 to Sta. 12+84 Rt.) (Sta. 0+39 to Sta. 12+22 Rt.) <br /> 1. Placement of asphalt concrete surfacing shall not <br /> ebegin until the asphalt concrete used in Pavement <br /> Repair has been in place for 24 hours. <br /> a2. Asphalt concrete shall be placed in one (1) layer �, �. <br /> with pavement reinforcing placed between GbIFft <br /> 3 o existing pavement and the new layer. 61"rj, <br /> 3. The contractor shall conduct the Shoulder Backing ' I <br /> v~ operation as to not disturb or obstruct any existing 2'-4' 13 6' 10'-13' - <br /> drainage. II <br /> u <br /> 4. All shoulder work (except for final grading of shoulder backing) I I <br /> shall be completed prior to placing the final lift of asphalt <br /> concrete surfacing. No Shoulder Backing shall be deposited Finished Surface I Finished Surface <br /> or drifted on the final lift of asphalt concrete surfacing. Conform Conform <br /> 5. Shoulder Backing material at intersection radii shall be <br /> blended with the top 6" of native soil material as directed <br /> by the Engineer. Payment for blending shall be considered as <br /> Nincluded in the contract unit price paid for Shoulder Backing. — — L — — <br /> 6. Adjust survey monument frame and cover and maintenance <br /> �1 hole frame and cover at the locations listed an sheet No. 6 Shoulder Backing (Typ.) Shoulder Backing (Typ.) <br /> V 9 Refer to Improvement Standard No. CW—R36 & CW—M1 for details. <br /> f0 7. All existing frontage improvements shall remain in place unless SHOULDER DETAIL SHOULDER DETAIL <br /> otherwise noted. <br /> m (Sta. 2+00 to Sta. 6+30 Lt.) (Sta. 0+39 to Sto. 2+00 Lt.) <br /> S. The Contractor shall obtain a "no fee" Encroachment permit from the <br /> City of Stockton for work within City's jurisdiction. (Stu. 8+20 to Sta. 12+84 Lt.) (Sta. 6+30 to Sta. 8+20 Lt.) <br /> F (Sto. 12+22 to Sta. 12+84 Rt.) <br /> z <br /> 0 <br /> W <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION WAUDMAN AVENUE RESURFACING Sheet No. <br /> Don Avenue to 900 W/o Alpha Drive 2 of 6 <br /> DRAWN BY I DATE JPR/OJECT ENGINEER DATE CH DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 2 ,w.E <br /> �° J"elem 1/0a &o,,� Y/,/, <br />