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Last modified
8/15/2023 4:25:11 PM
Creation date
8/15/2023 4:04:44 PM
Metadata
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Template:
Small Plans - SP
Project
2013 Sidewalk Repair Program
Limits
Various Locations in Country Club, Lincoln Village, and West Jackson Subdivision
Year
2013
Project Engineer
G. Xiong
Roads Worked
Bradford St., Regal St., Bishop St., Orwood St.
Funston Ave., Country Club Blvd., Michigan Ave.
Belmont Pl., Douglas Rd., Porter Wy., Swain Rd.
Delano Ave., Telegraph Ave., Clements Ave.
Christina Ave., De Ovan Ave., Kirk Ave.
Red Lines
No
Districts
District 1
District 2
District 3
Supplemental fields
Cross Ref
SP6236 - SP6244
DocCategory
Improvement Plans
Type
Sidewalk Repair Program
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1'-0 f4'-0" <br />At Grass Broom Finish Surface <br />Areas Conform to Existing <br />Concrete Driveways <br />(TYp.) <br />5 No. 5/8" x 24" long steel —I 8 <br />dowels, greased and wrapped <br />one side through all <br />expansion joints <br />2"x3-1/2" Key <br />Unless Poured <br />Monolithic --I <br />4' (Min.) Aggregate Subbase, <br />Class IV. Compacted to a min. <br />relative compaction of 90% <br />N <br />Conform to <br />Planed Surface <br />1/4 <br />Place Asphalt Concrete <br />(Misc. Areas) <br />� Nate: Depress Curb, Gutter and Sidewalk as necessary to match existing <br />driveway grades. 3" nominal curb height may be reduced to a <br />minimum of 1" for isolated locations. A 3' transition shall be placed <br />between sections of normal C.G. & S. and depressed C.G. & S. <br />D CURB GUTTER AND SIDEWALK <br />0 <br />Z GENERAL NOTES <br />"' 1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br />2. Install Expansion Joints at beginning and end of new sidewalk. <br />3. All new CG&S shall conform to the existing flowline elevations, with a <br />straight grade between conforms. <br />4. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, <br />and CG&S shall remain in place unless otherwise noted on the plans. <br />5 Existing Sanitary Sewer clean out frames and covers in areas of sidewalk replacements shall be <br />preserve and reused. Compensation for adjusting sewer clean out frames and covers to sidewalk <br />grade shall be considered as payed for under the various items of work. <br />N 6. At locations where existing and new CG&S join, a 3' (minimum) to <br />5' (maximum) transition shall be constructed. <br />7. All Minor Concrete (CG&S) work that is to be removed shall be saw cut <br />D <br />AB. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read <br />"Class 3 concrete <br />r <br />m <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />AND GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE/ <br />G Xiang 4/17/13 j 4W/11 /j <br />LEGEND: <br />Location where Sidewalk and/or Curb and Gutter <br />will be removed and replaced. <br />ss Location where Sidewalk and/ <br />or Curb and Gutter <br />will be removed and replaced. Existing Sanitary <br />Sewer clean out frames and covers to be <br />adjusted to grade <br />2013 SIDEWALK REPAIR PROGRAM I Sheet No. <br />(Venous L,ocotlone to Country Club, Lincoln Vlllags, and West Jackson Subdlvlslon) 7 Of 9 <br />
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