6-Pavement replacement for Utility Cuts.pdf
PDF 41 KB Posted
- Attached to
- 2025 Sanitary Sewer Reconstruction Phase 1 to serve Multiple Sites State and local contract opportunity
- Solicitation number
- 250265
- Issued by
- Sedgwick County, Kansas
About this file
This technical drawing details permanent pavement patch specifications for road construction or repair, likely for a City of Works (C.O.W.) standards project. The diagram provides two distinct technical details for pavement patching: one for asphalt and composite pavement, and another for concrete pavement. Key specifications include a minimum 1-foot excavation limit, a 2-inch asphalt surface course, and a requirement that when existing pavement is composite, the new asphalt surface course must overlap the patch edge by at least 6 inches.
For concrete pavement patches, the drawing includes additional requirements such as drilling and epoxy grouting 2'-0" x #4 bars at 30-inch centers. A specific note indicates that if the cut line is within 3 feet of an existing joint, the pavement must be removed and replaced at the joint line. Both patch types are to be paid for under the "Permanent Pavement Patch" classification, following City of Works standards. The technical drawings provide precise cross-sectional views showing the layering and interface between existing and new pavement surfaces, with detailed annotations for construction methodology.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 5-250265 Bid Table Add01 Rev.pdf | ||
| 1-BP Attach.pdf | ||
| 2-250265 Bid Table.pdf | ||
| 3-BP 468-2024-035374.pdf | ||
| 4-Add01 468-2024-035374.pdf |
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Text version
CONC. BASE = D
2" ASPH. CONC.
SAW CUT
NOTE: WHEN EXISTING PAVEMENT IS COMPOSITE, THE NEW
ASPHALT SURFACE COURSE SHALL OVERLAP THE
PATCH EDGE BY A MINIMUM OF 6 INCHES.
EXISTING PAVEMENT
D+2" CONCRETE PAVEMENT
NEW PAVEMENT
LIMITS OF TRENCH EXCAVATION
SAW CUT
(MIN.)
1'-0"
DRILL AND EPOXY GROUT
2'-0" X #4 BAR AT 30" CTRS.
IF CUT LINE IS WITHIN 3'-0" OF AN EXISTING JOINT.
REMOVE AND REPLACE PAVEMENT AT THE JOINT LINE.
PAID FOR AS "PERMANENT PAVEMENT PATCH"
D
PAID FOR AS "PERMANENT PAVEMENT PATCH"
PERMANENT PAVEMENT
PATCH DETAIL
(ASPHALT AND COMPOSITE PAVEMENT PER C.O.W. STANDARDS)
PERMANENT PAVEMENT
PATCH DETAIL
(CONCRETE PAVEMENT PER C.O.W. STANDARDS)
(MIN.)
1'-0"
LIMITS OF EXCAVATION
D
EXISTING PAVEMENT NEW PAVEMENT
ASPHALT
ASPHALT
CONCRETE
ASPHALT CONCRETE
File details come from the government source that posted it. Updated .