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Limits of Clearing and GruConst.bbing and Mailbox Relocation <br /> Earthwork and Earthwork (Misc. Areas) Earthwork <br /> (Misc. Areas) 10' 10' (Misc. Areas) <br /> E_ Vo r. 44' Va r. E <br /> 0 <br /> o <br /> o Vor. Vor. c <br /> U <br /> toraGrade 0 <br /> in �>< - - - - - — _ - - - - � to drain <br /> \ — — 0.17' Asphalt / <br /> 0.25' Shoulder LExIst. Roadway Concrete Overlay <br /> Backing (Typical) TYPICAL SECTION <br /> Sta. 00+09 to Sta. 79+06 <br /> (Kettleman Lane to State Highway Route 12) <br /> fConst. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> and Earthwork (Misc. Areas) <br /> o Earthwork Earthwork <br /> (Misc. Areas) 11 ' 11 ' (Misc. Areas) <br /> w <br /> N Var. 4' 20' Pavement Reinforcing Fabric 4' Var. <br /> ~ E E <br /> L <br /> S <br /> n o Var. V_or. o <br /> C Grade g% I 8q, Grade o <br /> N _ _ to drain �� — — — — — — — — � to dram U <br /> A z — a, � - - - - - 0.25' Asphalt - - - - }.` — *NING <br /> r''s R D R <br /> K \ -L Concrete Overlay , , <br /> A Exist. Roadway <br /> 0.25' Shoulder ,.jnS <br /> Backing (Typical) TYPICAL SECTION -, RV ,-- i ; - <br /> Sta. 79+48 to Sta. 108+06 'x`' <br /> (State Highway Route 12 to Locke Road) -- <br /> GENERAL NOTES: rrs`l Using Z Diawing Shouid V arifu <br /> s K <br /> 1. Contractor shall scarify native soil adjacent to 3. All eorthwork (except for final shoulder grading) 5. North of State Highway Route 12, asphalt concrete <br /> pavement at intersection radii to a depth of 6" shall be completed prior to placing final lift overlay shall be placed in two (2) layers of <br /> and blend shoulder backing material prior to of asphalt concrete. approximate equal thickness with pavement reinforcing <br /> �^ compaction. Limits of this work shall be confined 4fabric placed on the existing surface. <br /> V 1 to intersection radii plus 50 feet in each direction. . Asphalt Concrete shall be placed as follows: <br /> Payment for blendingshall be considered as or0. p A.C. Thickness: Single layer over existing <br /> � y or prepared surface. 6. All existing trees, shrubs, fences, concrete <br /> o included in the price for Shoulder Backing. walks and other frontoge improvements ore <br /> A 0.25 A.C. Thickness: Two (2) layers of approximate to remain in place unless otherwise noted. <br /> .Li 2. Existing drainage facilities shall remain in egaul thickness with pavement reinforcing fabric <br /> Qplace unless otherwise noted. The Contractor over existing or prepared surface. 9 P 7, Miscellaneous Asphalt Concrete Leveling to be rovided <br /> shall conduct earthwork operations so as not P <br /> to modify or obstruct the existing drainage. by Force Account of locations determined by the Engineer. <br /> /A rnz <br /> 01 TYPICAL SECTIONS AND TRETHEWAY ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES ( ) <br /> Kettleman Lane to Locke Road 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CKED DATE APPROVAL RECOMMENDED DATE <br />