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q GENERAL NOTES <br /> Const. 1. Advance Leveling and Crack Sealing <br /> of existing surface sholl be as directed <br /> - -- Limits of Cleari Ig and Grubbing ---- by the Engineer. Payment for this work <br /> shall be by Item No. 1, Force Account. <br /> 10' A A 10' 2. Asphalt Concrete shall be placed as noted below: <br /> Michigan & Modoc Avenues: <br /> ` Pavement Reinforcing Fobnc <br /> 0.17' A.C. Thickness: One (1) layer with <br /> See Planing I ! 0.10' A.C. (Typ.) reinforcing fabric over existing or prepared <br /> Detail below surface. See Sheet 8 for Club View Circle. <br /> 0.5'± �.�-y� \ ter. Vag 0.5't f <br /> \`Var. 'Jc�" 3. Part circle culverts and steel plating at <br /> driveways are to remain in place. <br /> �—- — -- — --- --- --- ---_ __1 4. Hand grinding of aspholt concrete pavement <br /> Existing Roadway — will be required at locations where water <br /> Exist. Conc. C. G. & S. valves and maintenance holes ore within <br /> 0.17'± Asphalt Concrete Overlay to remain in place (Typ.) the planing limits. <br /> 8'± Sta. 2+25 to Sto. 17+18 <br /> "A" 5'± Sto. 18+00 to Sto. 22+54 See Shoulder Detail Below 5. Water valve frames and covers shall be <br /> 8'± Sto. 22+54 to Sto. 33+79 TYPICAL SECTION For Areas W/0 C.G.&S. adjusted finished grade by others. <br /> 6. The Contractor shall obtain a "no fee" <br /> Michigan Avenue & Modoc Avenue encroachment permit from the City of Stockton <br /> o * Variable-width (28'-36') for work within the City's jurisdiction. <br /> to match street widths. <br /> i 26' - Modoc Avenue 7. All fences shall remain in place. <br /> 3 n ♦ <br /> B. Longitudinal joints in the top layer of A.C. are <br /> Variable depth A.C. ( q not required to conform to the roadway crown <br /> - <br /> Const. Const. <br /> or centerline on Michigan Avenue. <br /> o <br /> m p Limits of Clearing r - <br /> 10' Var.0 and Grubbing <br /> Var. } <br /> i Var. 2❑ _., ° + �� <br /> m <br /> Con or -Exist. A.C. Sur ace x(14'-15') (2'_4•) <br /> Vow Vor. Conform <br /> Var. Depth <br /> Listing <br /> d -0.1T A.C. Selected MaterialGrodng Plane (Top Soil)GuttSidewalk Overlay ,- <br /> . . . . <br /> Asphalt Concrete surfacing <br /> not shown for clarity. SHOULDER DETAIL <br /> A LONGITUDINAL PLANING DETAIL — 2'—Michigan Avenue 4'—Modoc Avenue <br /> f 1❑ Refer to Sheet 5 for width variations. Sto. 17+75± to Sto. 22+54± (Rt.) Sto. 1 +50± to Sto. 2+80± (Lt.) <br /> A Sto. 30+84± to Sto. 31 +45± (Rt.) Sta. 1 +30± to Sto. 2+80± (Rt.) <br /> COUNTY OF SAN JOAQUINNo scAiF JMVX Mmm ANDI MICHIGAN AVENUE AND CLUB VIEW CIRCLE RESURFACING Sheet No. <br /> (Rainier Avenue to lark Avenue) 2 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE C DATE SUBMITTED DATEAPPRO AL OMMENDED DTE <br /> M. A. falis b/oi - ! `��i y3f/6ilAb.- 1.12 /:r/a� 7 o/ <br />