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NOW, <br /> Const. �` ar M.Nt�'rsi�s <br /> CD <br /> Limits of Clearing and Grubbing a N0.21258 <br /> I Exp.9-30 97 <br /> N�4! 01VQZ'`r <br /> 10' 16' ►1. 16' 10' �Of CAO <br /> Conform 52' Pavement Reinforcing Fabric Conform to Lip <br /> of Gutter (Typ.) <br /> _ Var.. _.Var. I Var.. Var, <br /> 0.12' A.C. (Typ.) <br /> ` I <br /> Existing Con-. Curb J0.12' Asphalt Concrete Overlay <br /> and Gutter T Existing Roadway p <br /> (Typ.) <br /> TYPICAL SECTION CL Const. <br /> 10' (Sta. 4+25 to Sta. 23+00) ° <br /> 3Conform n <br /> a 0.12' ( I I ( a <br /> r DESIGN DESIGNATION c� I w <br /> -- — -- (20 Years — 2015) II <br /> Grading Plane A.D.T. = 14,000 T = 2% <br /> Note <br /> o I. Hand grinding or chipping will be required at locations D.H.V. = 1400 V = 35 MPH w <br /> where existing manholes(SDhs) are within the planing <br /> p limits. GENERAL NOTES <br /> PLANING DETAIL <br /> = 1 . The existing driveway ramps and part circle <br /> N culverts shall remain in place. a <br /> 0 2. Pavement Reinforcing Fabric shall be placed on <br /> existing pavement as directed by the Engineer. <br /> A 3. Water Valve Frames and Covers shall be adjusted TYPICAL TRAFFIC LANE LAYOUT <br /> 1 to finished grade by Cal. Water Service Co. upon <br /> z completion of the resurfiac ng project. <br /> s I i ! No SCALE TYPICAL SECTION <br /> ALPINE AVENUE RESURFACING Sheet No. <br /> 0 11 <br /> Franklin Avenue to Missio oa 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE ,p CHECKED I DATE I DATE I AP COMMENDED DATE <br /> Y....t B. 4d.,T 3/96 3�5�96 Ol 3�6�9G04WAC�� �6/9� , — 13/64 <br /> `4 t o-)"Lp <br />