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BOW Cost. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> and Mailbox Relocation. o <br /> 20' <br /> E 3 .20' <br /> .... <br /> Limits of Roadway Excavation 13 40 10' 10' <br /> 10 o O <br /> 32' Pavement Reinforcing Fabric m / <br /> O ID' ®0.17' AC Overlay <br /> -Vor. Var._ Conform <br /> r Exist. Curb, Gutter <br /> k <br /> and Sidewal <br /> to remain in place <br /> ® Existing Roadway Grading Plane <br /> Exist. Curb and Gutter 0.40 Ac TYPICAL SECTION LONGITUDINAL PLANING DETAIL <br /> Except from Stockton Street pi Width varies, refer to Plan Sheets for variations. Stockton Street: Sto. 15+10 to Sto. 18+35 (Lt.) <br /> Sta. 18+35 to Sto. 20+70 ® 0.20' AC: Sto. 11 +00 to Sto. 13+50 Note: Surfacing not shown for clarity. <br /> m AC Transition: Sto. 13+50 to Sto. 14+00 <br /> i <br /> ® Roadway Reconstruction from <br /> 2 Sto. 10+69 to Sto. 15+10 (Lt.) <br /> 0 <br /> i <br /> > Limits of Clearing and Grubbing <br /> o and Mailbox Relocation. <br /> 4' 11' 11' 4' <br /> r <br /> M <br /> N > 20' Pavement Reinforcing Fabric <br /> Conform _Vor. <br /> Vor.— onform <br /> 0.17' AC Existing Roadway <br /> o Overlay <br /> TYPICAL SECTION Ary l ; , ,; n jy <br /> All dnforlmatir:;, �sy ir,1 <br /> GENERAL NOTES Oak Street, Alice Avenue, Louiso Avenue <br /> 1. Placement of Asphalt Concrete surfacing sholl not begin 4. Existing drainage facilities fences, water <br /> valves, frames 7. Contractor shall scarify native soil adjacent to pavement <br /> until the Asphalt Concrete used in pavement repair has and covers, sprinkler heads, trees, shrubs, curb, gutter at intersection rodii to o depth of 6" and blend shoulder <br /> been in place for 12 hours. and sidewalk shall remain unless otherwise noted on backing material prior to compaction. Limits of work <br /> 2. Asphalt Concrete 0.17'-0.20' shall be placed in One (1) the plans. sholl be confined to intersection radii plus 50 feet in <br /> layer with Pavement Reinforcing Fabric over existing or 5. Pacific Bell maintenance holes and PG&E each direction. Payment for blending sholl be <br /> W r•, Y 9 g gas valve frame <br /> prepared surface. and cover to be adjusted by others. considered included in the price for Shoulder Backing. <br /> .*j rrn 3. Hand Grinding of Asphalt Concrete Pavement will be 6. Miscellaneous Asphalt Concrete Leveling to be provided by <br /> ftftAMw <br /> o required at locations where water valves and maintenance Force Account at locations determined by the Engineer. <br /> holes ore within planing limits. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION TSTREETS RESURFACING Sheet Na. <br /> (Stockton Streeetat,, Oa N k Street, Alice Avenue, Louisa Avenue) 2 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOAAMENDED DATE <br /> _ ti - - -j - . <br />