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Const GENERAL NOTES: <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation 1 . Existing drainage facilities shall remain in place unless otherwise <br /> I noted. The Contractor shall conduct earthwork operations so as not <br /> to modify or obstruct the existing drainage. <br /> I 2. All existing trees, shrubs, fences and other frontage improvements are <br /> See 10' 10' See to remain in place unless otherwise noted. <br /> 3. All earthwork, except for final grading f the shoulders, shall be <br /> Shoulder Details Pavement Reinforcing Fabric Pavement Reinforcing Fabric . Shoulder Details completed prior to placing final layer of asphalt concrete. No shoulder <br /> Below I I Below <br /> i backing shall be deposited or drifted on the final lift of asphalt <br /> Var Var _ concrete surfacing. Where the Shoulder Backing placement exceeds <br /> 0.30' in thickness, the Shoulder Backing shall be placed in two fully <br /> i compacted layers. <br /> Existing Roadway ——_—__—_— 4. Placement of asphalt concrete overlay shall not begin until the asphalt <br /> 0.15' As halt Concrete Overla concrete used in pavement repair has been in place for 18 hours. <br /> 0.10' Asphalt Concrete P y <br /> 5. Shoulder backing material. at all intersection radii shall receive <br /> Leveling Course over Pavement Reinforcing Fabric <br /> penetration treatment at 0.25 gallon/square yard. Limits of the <br /> TYPICAL SECTION penetration treatment work shall be confined to intersection radii plus <br /> Sta 10+10 to Sta 109+03 fifty feet (50') in each direction or to the intersection conform. <br /> 6. Payment for removal and disposal of existing concrete driveways shall <br /> Ln <br /> Z be considered as included in the contract unit price paid for <br /> Driveways (Type D). <br /> r., <br /> N Const CL <br /> N ���Limits of Clearing and Grubbing Const <br /> and Mailbox Relocation Limits of Clearing and Grubbing <br /> D � and Mailbox Relocation <br /> �? D <br /> 0 1 1't 6' <br /> g 11't 6' <br /> rn <br /> Conform (M sc Earthwork <br /> s) <br /> rnVar _ o I Conform <br /> 3 I $�� VorExisting 49 2 Existing <br /> /-Ground— I Ground <br /> Existing Roadway J — — — Var — <br /> IVariable Depth <br /> Shoulder Backing I Existing Roadway_ <br /> SHOULDER DETAIL 1_ 1-0-75' Shoulder Backing (Minimum) <br /> Sta 10+10 to Sto 15+60 (Lt) Sta 10+10 to Sta 17+00 (Rt) SHOULDER DETAIL 2 <br /> Sta 23+30 to Sta 35+05 (Lt) Sta 31+00 to Sta 36+50 (Rt) <br /> Sta 37+00 to Sta 40+00 (Lt) Sta 48+00 to Sta 68+40 (Rt) Sta 15+60 to Sta 23+30 (Lt) Sta 17+00 to Sta 31+00 (Rt) <br /> o <br /> a <br /> Sta 45+00 to Sta 72+50 (Lt) Sto 70+65 to Sta 73+00 (Rt) Sta 40+00 to Sta 45+00 (Lt) Sta 36+50 to Sta 48+00 (Rt) <br /> Sta 76+20 to Sta 94+00 (Lt) Sta 76+20 to Sta 109+03 (Rt) Sta 72+50 to Sta 76+20 (Lt) Sta 68+40 to Sta 70+65 Rt <br /> ;0 Sta 100+00 to Sta 109+03 (Lt) Sta 94+00 to Sta 100+00 (Lt) Sta 73+00 to Sta 76+20 (Rt) <br /> Z TYPICAL SECTION Sheet No. <br /> COUNTY OF SAN JOAQUIN No SCALE PRESCOTT ROAD RESURFACING 2 of 8 <br /> AND GENERAL NOTES <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> L. Aguilar <br />