Atch 11 APPENDIX 7 Valley Gutter Detail.pdf
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- IDIQ Paving Federal contract opportunity
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- FA486122R0011
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- Department of the Air Force
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Text version
SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
DATE DWG. NO. 228
CROSS GUTTER
SEALANT DETAIL
SECTION A-A
SILICONE SEALANT
3"
12"
3"
2" CLEAR
NO. 4 BARS
12" O.C.
A
2'
1/2" EXPANSION JOINT
A STANDARD 1/2" GALVANIZED PIPE WITH
END PLUG. GREASE REINFORCING STEEL
PRIOR TO PIPE INSTALLATION. 2'
NO. 4 BARS @ 12"
CENTERS, BOTH WAYS
ENGINEER
SUPPORTED BY NON-FERROUS
CHAIRS APPROVED BY THE
JOINT DETAIL
PLAN
1/2"
1/4" 1/4"
BOND BREAKER OR
5/8" BACKING ROD
1" 4' 4'
3/4"
NO. 4 BARS @ 12"
CENTERS, BOTH WAYS
9" (SEE NOTE 3)
10" TYPE I OR TYPE II
AGGREGATE BASE
2" CLEAR (TYP.)
8'
1-1/2 %2%
CL
PROPOSED STREET 30' MIN.
3"
1% MAX.
1% MAX.
TYPICAL PROFILE AT LOCAL RESIDENTIAL STREET INTERSECTIONS
NOTES:
1. FINISHED ASPHALT CONCRETE SURFACE TO BE FLUSH WITH CROSS GUTTER LIP.
2. CONSTRUCTION OF CROSS GUTTER IS NOT ALLOWED ACROSS MAJOR COLLECTOR OR ARTERIAL STREETS.
3. ADJACENT SPANDREL SHALL BE 9" THICK P.C.C.
302 AGGREGATE BASE
501 CONCRETE
502 CONCRETE STRUCTURES
505 REINFORCING STEEL
707 EXPANSION JOINT MATERIAL
TT-S-00153A CLASS A SEALANT
8'
12-14-00
AGENCY APPROVED CB H L M N
Appendix 7 Valley Gutter Detail 7 Feb 16
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