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Const. <br /> Limits of Clearsl. and Grubbing <br /> e8 12' * Var. *Var. 12' <br /> Pavement Reinforcin Pavement Reinforcing 0.04' A.C. <br /> 0.04' A.C. Fabric <br /> Fabric <br /> Var_ Var. Var. V <br /> or � <br /> ----------------------------------- <br /> —J <br /> 0.12' Asphalt Concrete Overlay <br /> Existing Roadway <br /> * 12' Sta. 17+70 to Sta. 21+00 TYPICAL SECTION GENERAL NOTES <br /> 12'-0' Sta. 21+00 to Sta. 26+00 <br /> • 8'-0' Sta. 28+00 to Sto. 29+50 Sta. 17+70 to Sta. 28+00 1. The existing asphalt material located beyond <br /> See Plan Sheet #4 for width details. the 12' paving limits between Sta.28+00 <br /> and Sta. 71+00 shall be scarified, mixed <br /> • Graveled Shoulder–See with imported borrow material and used for <br /> General Note #3. shoulder embankment. Payment for this work <br /> shall be considered included in the unit price <br /> paid for Earthwork (Misc. Areas) and no further <br /> o payment will be made therefor. <br /> s > <br /> Const. 2. All earthwork, (except for final grading of the <br /> m <br /> jLimits of Clearing and Grubbing, Earthwork (Miscellaneous Areas) shoulders and placement of shoulder backing <br /> s Do 6' •4' 12' _1 . 12' •4' 6• material), shall be completed prior to placing <br /> wfinished course of asphalt concrete. <br /> 3. Gravel shoulders shall be constructed by <br /> 24' Pavement Reinforcing Fabric <br /> uniformly placing shoulder backing material <br /> at an uniform rate of 3 tons per station <br /> Cm Var. Var (each side). The completed shoulder shall be <br /> a 8% - 8% graded Flush with the edge of pavement. <br /> O i Var. ::.:.::.:•. :.:•:': <br /> dor, 4. Pavement Reforcing Fabric shall be placed on <br /> m existing paved surface. <br /> — <br /> – -- <br /> – ------------------ � y 5. Longitudinal joints in the top layer of Asphalt <br /> 0.17' Asphalt Concrete Concrete shall correspond with the edges of <br /> Imported Borrow (Typ.) through traffic lanes. <br /> ty See General Note #1 Overlay Conform 6. Imported Borrow shall be a clay type material <br /> A Conform selected for its ability to resist erosion. R–Value <br /> E Existing Roadway <br /> TYPICAL SECTION <br /> e Aand Sand Equivalent requirements will be wavied. <br /> Sta. 28+00 to Sta.71+00 <br /> 1 <br /> couNTY of SAN JOAQUIN No SCALE TYPICAL SECTIONS AHERN ROAD RESURFACING Sheet No. <br /> O0• 1-5 to Bird Rd. 2 of 7 <br /> Draen B Date I Project Engroer Date checked Date &*"t;eds/ Dnte oval Recorimndrd Date <br /> B . 5/89 a(f s�89 8 89 yll0yklL 1n,J S/f 89 <br />