Laserfiche WebLink
GENERAL NOTES: <br /> 1. One week prior to the start of work, the contractor shall <br /> furnish to the engineer a schedule showing proposed street <br /> closures on each half—day basis. No work shall commence <br /> Limits of Clearing and Grubbing until this schedule is approved by the engineer. <br /> Width—(Refer to Table 1' 2. All intersection radii within project limits shall be slurry <br /> Sheet No. 4 a 5) seal coated to lip of existing curb and gutter or edge <br /> Slurry Seal <br /> of pavement. <br /> 3. Crack sealing, pavement repairing, and pavement leveling <br /> will be completed by San Joaquin Maintenance Forces prior <br /> C- _ to begining of slurry seal work. <br /> Shoulder Detail Shoulder Detail <br /> t <br /> with Curb & Gutter Existing Roadway without Curb & Gutter <br /> TYPICAL SECTION <br /> N <br /> /7 — <br /> > 77 Proje <br /> aProject Stree o Non — Project Street <br /> a a` <br /> 0 <br /> Conform to E.P. <br /> (Typical) <br /> m <br /> r <br /> M <br /> z Non — Project Street <br /> D X11 , <br /> 3 <br /> A INTERSECTION DETAILS <br /> D <br /> c <br /> M <br /> COUNTY OF SAN JOAQUIN NO SCALE Sheet Na. <br /> IPZ TYPICAL SECTION AND SLURRY SEAL 1990 3 of 5 <br /> CONSTRUCTION DETAILS <br /> Draen By Date Project Engineer <br /> �/ Dote Checked Date /S'ub`mitted Date __A,111 Recommended Date <br /> �. 3/17/90 W'UiR '0�9� 9 4/9/90 1�IMC� OIVUA rle° '��ze�YJ <br />