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Last modified
11/30/2023 3:47:07 PM
Creation date
11/30/2023 3:37:50 PM
Metadata
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Template:
Small Plans - SP
Project
2014 Sidewalk Repair Program
Limits
Various Locations in Country Club and Lincoln Village
Year
2014
Project Engineer
Jeff Levers
Red Lines
No
Districts
District 1
District 2
District 3
Supplemental fields
Cross Ref
SP6402 - SP6408
DocCategory
Improvement Plans
Type
Sidewalk Repair Program
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0 <br />D <br />1'-011 � - 4'-0" <br />—12"--12"— <br />"i <br />At Grass Broom Finish Surface <br />1 <br />j <br />Areas Conform to Existing <br />1-1/2"x3-1/2" Key <br />Concrete Driveways <br />Unless Poured <br />3 <br />Cn <br />Conform to <br />4„ 45°'� <br />Monolithic <br />3/4" <br />Planed Surface <br />,/ <br />Min. 2� ` <br />P4 <br />1 1 /2" <br />-1 /4, <br />10-1/2 JJ <br />(TYP•) <br />X12"�- - - <br />5 No. 5/8" x 24" long steel i <br />- <br />6 i <br />Place Asphalt Concrete <br />dowels, greased and wrapped <br />4' (Min.) Aggregate Subbase, <br />(Misc. Areas) <br />one side through all <br />Class IV. Compacted to a min. <br />expansion joints <br />relative compaction of 90% <br />A Note: Depress Curb, Cutter 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 />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. 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 40JECT ENGINEER DATE <br />G Xiong 316114 _ /� <br />No SCALE CONSTRUCTION DETAILS <br />AND GENERAL NOTES <br />CHECKED <br />DATE <br />14.I 'i /. IV* -I/, I/d <br />2014 SIDEWALK REPAIR PROGRAMI Sheet No. <br />(Various Locations in Country Club and Lincoln Village) 7 of 7 <br />
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