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Co st GENERAL NOTES: <br /> The Contractor shall be responsible for adequately schedulinginspection ection and <br /> Limits of Clearing ' and Grubbing testing of all facilities constructed under the contract. All testingshall conform <br /> EP EP to the Standard Specifications. All re—testing shall be paid by the Contractor. <br /> Limits of PavingO Morada Area Streets: <br /> 1 1 . 0.13' Asphalt Concrete Overlay shall be placed in one (1) Layer with Pavement <br /> 1 ' 2VarO •-T-• Var— 2' 1 ' Reinforcing Fabric placed on the existing surface. <br /> 2. The existing drainage facilities located within the limits of Clearing and Grubbing <br /> 0.13' AC! Overlay shall not be disturbed or obstructed by the Contractors operation unless otherwise <br /> I noted on the plans. <br /> 20' Pavement Reinforcing Fabric 3. Placement of asphalt concrete overlay shall not begin until the asphalt concrete <br /> or — Var I Var _ Varused in Pavement Repair has been in place for 18 hours. <br /> `— � River Drive: <br /> — — — — — — — — — — — n -- 1 . Variable Depth Asphalt Concrete shall be placed in one (1) layer on existing <br /> Pavement Reinforcing surface. <br /> Existing Roadway Fabric 0.04 2. All earthwork (except for final shoulder grading) shall be completed prior to the <br /> TYPICAL SECTION Typ placment of Asphalt Concrete. No Shoulder Backing material shall be deposited or <br /> Bennett Drive, Meath Drive, drifted onto the Asphalt Concrete surfacing. <br /> Leale Avenue and Treasure Avenue 3. Existing highway and utility facilities, including bollards, roadside signs, trees, shrubs, <br /> fences, utility poles and other frontage improvements shall remain in place unless <br /> m Note: See Sheet 5 for Asphalt Concrete Paving Schedule otherwise noted. <br /> 4. Contractor shall scarify native soil adjacent to pavement in areas of 8' shoulders to <br /> Const a depth of 6" and compact prior to placement of Shoulder Backing. Payment for <br /> scarifying and compaction shall be included in the price paid for Shoulder Backing. <br /> Limits of Clearing !and Grubbing <br /> o i 5. Shoulder backing material in areas of 8' width shall receive penetration treatment <br /> to <br /> Existing 2' 8'-18' 8'-34' 2' Existing at 0.25 gallon/sq. yd. Limits of the penetration treatment work shall be confined <br /> AC Dike 0.17 AC Overlay AC Dike to the width of 8' plus 10' in each direction. <br /> Var _ Var Varma Var <br /> — — — Limits of Clearing and Grubbing Const <br /> m m ' J �> <br /> E 2' 2' ' <br /> y Z 0.04 Existing Roadway TYPICAL SECTION 0.04 ��- o <br /> m River Drive o o< 8% — Var , <br /> N <br /> Sta 9+83 to Sta 11 +56 (Lt) v � <br /> Sta 10+05 to Sta 13+53 (Rt) — — — — — — — — �— f <br /> 0 <br /> Shoulder Backing (Lt Side Only) <br /> Const DETAIL 1 <br /> Limits of Clearing I and Grubbing <br /> P * Limits of Clearing and Grubbing Const <br /> See ShoulderSee Shoulder <br /> Details 10'-20' 8'-34' 2' Details — <br /> Sheet No. 5 0.17' AC Overlay Sheet No. 5 ° 8 _ Var ' <br /> C: \]or <br /> Var VarmaVar U <br /> TV L- - - - - - - - - <br /> - — — —0.04 Shoulder Backing (Lt Side Only) <br /> D �? <br /> � Existing Roadway TYPICAL SECTION ��- DETAIL 2 <br /> m River Drive TYPICAL SHOULDER DETAILS <br /> Sta 11 +56 to Sta 36+62 (Lt) <br /> low <br /> M Sta 13+53 to Sta 36+62 (Rt) Note: See Sheet 5 for Shoulder Detail Schedule <br /> NZ z <br /> TYPICAL SECTIONS, PLAINING MORADA AREA STREETS AND Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE DETAILS AND GENERAL NOTES RIVER DRIVE RESURFACING 2 of 6 <br /> DRAWN BY DATE I WOJEg EtiGINEER DATE CHECKED DATE APPROYAL RECOMMENDED DATE <br /> D. Gombini 8/08444 <br /> 11,L& PgAk�- -111110 z/i//o <br />