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N <br />v <br />m <br />Fn <br />Z <br />0 <br />BEGIN OVERLAY <br />WINDSOR COURT <br />N— --- ---- <br />Ln <br />°0 Sta 10+24 (4' Lt) <br />+ o Adjust MH F&C to Grade <br />o3 <br />H- <br />25' <br />•ACS <br />Trans <br />---i WINDSOR <br />LEGEND <br />® <br />Variable <br />Depth Asphalt Concrete Overlay <br />0.00 <br />Depth of <br />Asphalt Concrete <br />Pavement <br />Planing <br />R <br />Conform <br />to Existing Radii <br />■ <br />Limits of Asphalt Concrete <br />Pavement <br />Planing <br />Existing <br />Sanitary Sewer <br />--�--- <br />Existing <br />Drainage Ditch <br />-- - ^-y <br />Existing <br />Drainage Swale <br />Existing <br />Fence to remain <br />ss <br />Existing <br />Sanitary Maintenance Hole <br />Existing <br />Maintenance Hole to remain <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />C)Tirrcent �'i 06112 <br />12 <br />0.21' AC Overlay <br />Const <br />F-- EP <br />EP <br />END OVERLAY <br />WINDSOR COURT <br />I <br />I <br />2' 00 <br />I� - N <br />Q <br />Sta 14+22 (3' Lt) R o D <br />Adjust MH F&C to Grade 0 o v <br />0 F4 <br />3 <br />D <br />13 <br />C O U R TJ R N �I+ <br />Ln <br />n <br />0.21' AC Overlay <br />0 o <br />25' o <br />50' <br />Trans <br />V) <br />° n Sta 21 +55 12 Lt <br />r <br />— � `� Const to Sta 21+84 W Lt� <br />+ o Clean Exist Drainage Ditch <br />o0o 3 <br />Sta 21 +54 <br />Clean Exist <br />—, EP 12"0 CMP <br />BROADWAY COURT o <br />BEGIN OVERLAY <br />BROADWAY COURT <br />Sto 20+00 (24' Rty <br />Clean Exist Drainage Inlet <br />Existing Sound Wal <br />q zO 40 so <br />HORIZONTAL SCALE IN FEET <br />DATE CHECKED <br />I- <br />I <br />I <br />Existing EP <br />50' <br />+ \AC Trans <br />N +� -1 <br />1 25 3 <br />1 <br />X61 <br />o 00 <br />;22. <br />N <br />END OVERLAY <br />BROADWAY COURT <br />Fav <br />E <br />Existing EP <br />-1---------* - - - - - - - --- -- <br />---- <br />-Sta 21 +84 (10' Lt) <br />Adjust MH F&C <br />to Grade <br />--Sta 21+75 (22' Rt) <br />to Sta 22+75 (Rt) <br />Sta 20+0024 Rt to LSta 21+33 19 Rt to Clean Exist <br />Sta 21 +33 20' Rt� Sta21 +75 Rt3 Drainage Ditch <br />Clean Exist rainage Ditch 18gy 0 Conc Pipe <br />PLAN ROAD DISTRICT 1 RESURFACING 2012 Sheet No. <br />(Broadway Court, Francis Strut, Galin Road, Janet Road, Kroll Lane, Nall Court, Roosevelt Street and Vr4w Court) 4 of 1 1 <br />DATE <br />G <br />