Atch 9-APPENDIX 7 Valley Gutter Detail.pdf
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- Attached to
- Nellis AFB Paving IDIQ
- Solicitation number
- FA486125R0006
About this file
This document is a Uniform Standard Drawing for a Cross Gutter Detail specific to the Clark County Area, dated 12-14-00 with drawing number 228. The technical specification provides a detailed engineering design for constructing valley gutters at local residential street intersections, including precise measurements and construction requirements.
Key technical specifications include: a 1/2" expansion joint, No. 4 reinforcing bars placed at 12" centers both ways, 10" Type I or Type II aggregate base, and specific slope requirements (2% to 1-1/2%). Critical notes restrict cross gutter construction across major collector or arterial streets, and specify that the finished asphalt concrete surface must be flush with the cross gutter lip. The drawing references specification sections for aggregate base, concrete, concrete structures, reinforcing steel, and expansion joint materials, indicating a comprehensive engineering standard for road infrastructure construction.
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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 2016 FA4861-16-R-A300
File details come from the government source that posted it. Updated .