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GENERAL NOTES: <br /> Const.s 1. All eorthwork (except for final shoulder grading shall be completed <br /> prior to placing final lift of asphalt concrete. No Shoulder Backing <br /> Limits of Clearing and Grubbing, and Mailbox Relocation shall be deposited or drifted on the final lift of asphalt concrete <br /> 10' 1 10' surfacing. Where the Shoulder Backing placement exceeds 0.30' <br /> See 1 See in thickness, the Shoulder Backing shall be placed in two fully <br /> Shoulder 18' Pavement Reinforcing Fabric Shoulder compacted layers. <br /> Details I Details 2. Asphalt Concrete shall be placed in one (1) layer with pavement <br /> this Sheet 0.17' A.C. Overlay this Sheet reinforcing fabric placed over existing pavement. <br /> Var. I Vo r. 3. Existing drainage facilities shall remain in place unless otherwise <br /> If! <br /> noted. The Contractor shall conduct earthwork operations so as <br /> �J not to modify or obstruct the existing drainage. <br /> L _ _ _ _ — _ _ _ _ _ _ _ 4. All existing trees, shrubs, fences and other frontage improvements <br /> c ,me are to remain in place unless otherwise noted. <br /> t N <br /> TYPICAL SECTION Existing Roadway i 5. Placement of asphalt concrete overlay shall not begin until the <br /> asphalt concrete used in pavement repair has been in place for <br /> Const. Sta. 0+12 to Sta. 58+01 12 hours. <br /> Limits of Clearing and Grubbing a 6. Shoulder Backing Material at all intersection radii shall receive <br /> I and Mailbox Relocotion 0 z c penetration treatment at 0.25 gallon/square yord. Limits of the <br /> penetration treatment work shall be confined to the intersection <br /> 10' 4' <br /> a: s 5 m radii plus fifty feet (50') in each direction or to the intersection <br /> 1 E conform. <br /> N L a d 1 <br /> g ( Var Exist. U 2 c a 7. Contractor will be required to obtain encroachment permits and <br /> CD <br /> o ground s c enter into on agreement with Coltrons and ST&ERR for work <br /> A within the States and Railroad's jurisdiction, respectively. <br /> Const. u 2 0 <br /> CL ( — Var. Depth <br /> 8 i Shoulder Backing <br /> m Existing RoadwayI Limits of Clearing and Grubbing <br /> TAI and Mailbox Relocation <br /> Const. <br /> * Provide Topsoil per Section 20-2 of the Standard Spec 10' 4' 4' Limits of Clearing and Grubbing <br /> H at the following landscaped frontages p AV <br /> and Mailbox Relocation <br /> 2' Sta. 8+50 to 8+80 (Lt.) & Sto. 17+85 to 18+45 (Lt.) I <br /> 1' Sto. 27+20 to 29+90 (Rt.) Finished 10' Earthwork E <br /> CL <br /> Surface (Miscellaneous Areas) o <br /> Ivar. $9; 2 I 4- 4� c <br /> SHOULDER DETAILS _ O o ( Exist. <br /> LEFT RIGHT v Exist. 8% ____V�—_ ground <br /> — J _ ground I —�_— li �1-- Er <br /> Station to Station' Detail Station to Station Detail — „_1V FT <br /> I <br /> v, 0+12 to 25+05 _ 1 0+12 to 17+80 1 Im orted Borrow I I <br /> --- -- ----17+80 <br /> - -- -- -- 3 Existing Roadway p <br /> o - -- — — 0.17' Shoulder Backing <br /> 25+05 to 26+65 , 3 17+80 to 20+80 I <br /> 26+65 to 36+55 1 20+80 to 25+05 1 0.17' Shoulder <br /> - Backing Existing Roadway <br /> rn rn 36+50 to 44+60 2 25+05 to 26+05 3 <br /> - -- - <br /> 44+65 to 57+00 1 26+05 to 58+00 1 DETAIL 2 DETAIL 3 <br /> _ <br /> "' 57+00 to 58+00 3 <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTIONS AND ARCHERDALE ROAD RESURFACING Sheet No. <br /> Q GENERAL NOTES (State Highway Route 26 to Baker Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I DATE APPROVAL RECOMMENDED DATE <br />