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Last modified
7/9/2024 3:32:44 PM
Creation date
8/28/2023 2:50:55 PM
Metadata
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Small Plans - SP
Project
Sidewalk Repair Program Phase 9
Limits
Various Locations in Country Club and Lincoln Village
Year
2011
Project Engineer
G. Xiong
Roads Worked
Alpine Ave., Bristol Ave., Christina Ave., De Ovan Ave.
Marine Ave., Mission Ave., Telegraph Ave., Calhoun Wy.
Douglas Rd., Harrisburg Pl., Leesburg Pl., Polk Wy.
Rutledge Wy., Sheridan Wy., Williamsburg Pl., Clement Ave.
Princeton Ave.
Red Lines
No
Districts
District 1
District 2
District 3
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP4889 - SP4896
Type
Sidewalk Repair Program
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i <br />n <br />4r-0" <br />At Grass Broom Finish Surface <br />Areas Conform to Existing <br />1-1/2'x3-1/2" Key <br />Concrete Driveways Unless Poured <br />4 <br />4" Min. zz <br />45 Monolithic <br />rr4 � <br />3 <br />110-1/2" f <br />_I 6" 12"— <br />'1 (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 />2" 12" 12" <br />1" <br />U <br />3 <br />N Conform to <br />3/4" Planed Surface <br />rr-1 /4'1 1 <br />6" F �12' <br />4' (Min.) Aggregate Subbase, <br />Class IV. Compacted to a min. <br />relative compaction of 90% <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 <br />DRAWN BY DATE P JECT ENGINEER DATE <br />r,p conmd- of/// ghrl. <br />NO SCALE I CONSTRUCTION DETAILS <br />CHECKED I DATE <br />SIDEWALK REPAIR PROGRAM PHASE 9 <br />(Various Locations in Country Club and Lincoln Village) <br />Sheet No. <br />8 of 8 <br />
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