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Last modified
7/12/2024 8:40:09 AM
Creation date
1/23/2016 12:58:42 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Thornton Streets Resurfacing
Limits
Stockton Street: Thornton Road to Midsection Road Oak Street: 200' w/o Alice Avenue to Louisa Avenue Alice Avenue: Oak Street to Louisa Avenue Louisa Avenue: Stockton Street to Oak Street
Year
2006
Project Engineer
Jimmy Campero
Roads Worked
Stockton St., Oak St., Alice Ave., Louisa Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP3962 - SP3972
Type
Resurfacing
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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 />
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