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r <br />3 _CHANDRA WAY <br />Wg o <br />•(X <br />J PATRICIA P' <br />�'I GAIL <br />QI <br />J THOMSEN <br />VICINITY MAP <br />C1. <br />E CT. <br />ST. <br />a <br />3 <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />Drawn By Date I <br />Project <br />Enng/ineer <br />Date Checked <br />e5 <br />!/'co -a <br />// <br />51V88 (J4rtwk. <br />ST. J <br />Limits of Clearing and Grubbing <br />Width — Refer to Table 1 <br />Sheet No. 3 <br />Slurry Seal <br />ROAD Shoulder Detail Existing Roadway Shoulder Detail <br />WWF�\ with Curb & Gutter without Curb & Gutter <br />z <br />J J <br />TYPICAL SECTION <br />i <br />No Scale <br />1 � a <br />J <br />�Ia <br />W f .�ST.-- <br />PROJECT LOCATION GENERAL NOTES <br />��s�.�iiiiii�i�� <br />1. Maintaining Traffic — Streets may be closed during slurry seal <br />application for a maximum time of 4 hours, however, streets may <br />not be closed simultaneously that will inconvenience an entire area. <br />One week prior to the start of work, the contractor shall furnish <br />to the engineer a schedule showing proposed street closures on <br />each half—day basis. No work shall commence until this schedule <br />WAY <br />is approved by the engineer. <br />�¢ J <br />S2 \ °- 2. All intersection radii within project limits shall be slurry seal <br />a����/�� coated to lip of existing curb and gutter. <br />WYNONA W AVE. <br />3. Crack sealing and pavement leveling will be completed by <br />San Joaquin County Maintenance Forces prior to beginning slurry <br />seal. <br />VICINTY MAP AND LATHROP STREETS Sheet No, <br />N9 `'CA" TYPICAL SECTION SLURRY SEAL ��f 3 <br />Date SAbmiitted Date A F r �J ?e-ummended "ute <br />'51il xzw;C f& S/1l�6U 11111111'1;6!L— <br />- _ /8 SS <br />