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Last modified
7/9/2024 3:54:58 PM
Creation date
8/11/2023 11:55:24 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Sidewalk Repair Program Phase 10
Limits
Various Locations in Country Club and Lincoln Village
Year
2012
Roads Worked
Delaware Ave., Franklin Ave., Inman Ave.,Marine Ave.
Michigan Ave., Mission Ave., Oxford Ave., Telegraph Ave.
Webster Ave., Belmont Ave., Benjamin Holt Rd.
Calhoun Wy., Harrisburg Pl., Polk Ave., Rutledge Ave.
Sheridan Ave., Williamsburg Pl., Alpine Ave., Christina Ave.
Del Rio Ave., Michigan Ave., Princeton Ave.
Red Lines
No
Districts
District 1
District 2
District 3
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP6008 - SP6015
Type
Sidewalk Repair
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t1'-0,$ 4'-0" 12" 12„ 12„ <br />At Grass Broom Finish Surface 1 <br />Areas Conform to Existing <br />Concrete Driveways <br />1-1/2"x3-1/2" Key o <br />Unless Poured N Conform to <br />4- Dpi 4 <br />45 ---*—Monolithic 3/4„ Planed Surface <br />Min. 2% ` , 1 1/2" <br />x\ )110-1 /2" <br />6„ 12"— <br />(Typ-) <br />5 No. 5/8" x 24" long steel <br />dowels, greased and wrapped <br />one side through all <br />expansion joints <br />GENERAL NOTES <br />6" _ 12' <br />4' (Min.) Aggregate Subbase, <br />Class IV. Compacted to a min. <br />relative compaction of 90% <br />3 <br />Place Asphalt Concrete <br />(Misc. Areas) <br />A Note: 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 />CURB, GUTTER AND SIDEWALK <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. At locations where existing and new CG&S join, a 3' (minimum) to <br />5' (maximum) transition shall be constructed. <br />6. All Minor Concrete (CG&S) work that is to be removed shall be saw cut <br />7. Any reference to Class B concrete in these Plans or the Special Provisions shall be amended to read <br />"Class 3 concrete". <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE O&OJECT ENGINEER DATE I CHECKED <br />G Xiong 4/25/12Vk f-SC-12. <br />CONSTRUCTION DETAILS <br />DATE <br />Ohs <br />SIDEWALK REPAIR PROGRAM PHASE 10 I Sheet No. <br />(Various Locations in Country Club and Lincoln Village) 6 of 8 <br />
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