DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432
| Location: | North Carolina |
|---|---|
| Posted: | Jun 23, 2026 |
| Due: | Jul 14, 2026 |
| Agency: | Division of Highways |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
52060
POC
DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432
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DH00612_52060_SR 1105 & SR 1432 Paving_Hoke Plans.pdfDoc. Type:
Plans
Description: DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432 POC -
DH00612_52060_SR 1105 & SR 1432 Paving_Hoke_PlanHolders.pdfDoc. Type:
Plan Holder List
Description: DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432 POC -
DH00612_52060_SR 1105 & SR 1432 Paving_Hoke_POC.pdfDoc. Type:
Proposals
Description: DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432 POC -
DH00612_52060_SR_1105_&_SR_1432_Paving_Hoke_RFQ_Lttr_eSigned.pdfDoc. Type:
Invitation to Bid
Description: DH00612 WBS 52060 PAVING HOKE COUNTY ON SR 1105 AND SR 1432 POC
Attachment Preview
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HOKE COUNTY
RESURFACING
HOKE COUNTY
NORTH CAROLINA
PREPARED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
20
1105
Maps 1 & 2
1431
NOTE:
SHOULDER CONSTRUCTION
&
PIPE REMOVAL
1105
1
1432
1432
1433
1004
2
1105
1469
1434
1003
WBS ELEMENT
52060
SHEET NO.
2
WBS ELEMENT
52060
SHEET NO.
3
OVERALL - 26'
VARIES APPROX. 23 - 24'
2.0'
WIDENING
4'
*SHOULDER
C
RECONSTRUCTION
2.0'
WIDENING
4'
* SHOULDER
RECONSTRUCTION
EXI STI NG
PAVEMENT
U
F
E
E
S
TYPICAL SECTION NO. 1
S
MAP 1
OVERALL - 26'
VARIES APPROX. 23 - 24'
PAVEMENT SCHEDULE
C
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD.
E TRENCHING FOR BASE COURSE (SEE S.P. - PROPOSED 5")
F PROP. ASPHALT SURFACE TREATMENT, MAT COAT #67 STONE
2.0'
WIDENING
4'
*SHOULDER
C
RECONSTRUCTION
2.0'
WIDENING
4'
* SHOULDER
RECONSTRUCTION
S AGGREGATE SHOULDER BORROW
U
EXISTING PAVEMENT
EXI STI NG
PAVEMENT
U
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E
S
TYPICAL SECTION NO. 2
S
MAP 2
*NOTE:
SHOULDER CONSTRUCTION
TO BE USED IN AREAS THAT
ADEQUATE SHOULDER WIDTH
CANNOT BE OBTAINED.
DETAILS
WBS ELEMENT
52060
SHEET NO.
4
DETAILS OF PATCHING EXISTING PAVEMENT PRIOR
TO RESURFACING
LENGTH & WIDTH
VARIES
EXISTING ASPHALT PAVEMENT
EXISTING BASE
PATCHING EXISTING PAVEMENT
MINIMUM OF 4" IN DEPTH
EXISTING SUBGRADE MATERIAL
SAW AND REMOVE EXISTING ASPHALT
PAVEMENT TO NEAT LINES AND REMOVE
EXISTING LOOSE BASE AND/OR SUBGRADE
MATERIAL AND REPLACE WITH ASPHALT
CONCRETE BASE COURSE B-25.0C
OR I-19.0C, AS DIRECTED BY THE ENGINEER
PAVEMENT TIE-IN DETAIL
25'
OR AS DIRECTED
BY THE ENGINEER
MILL 0" TO DEPTH
OF RESURFACING
25'
OR AS DIRECTED
BY THE ENGINEER
MILL 0" TO DEPTH
OF RESURFACING
TIE-IN
** MILLING TO BE PAID FOR AS INCIDENTAL MILLING
TIE-IN
2" RESURFACING & WIDENING
RAILROAD DETAILS
APPROX. 80'
Mill & 2" RESURFACE
DO NOT WIDEN
APPROX. 80'
NOTE:
ROW IS APPROXIMATELY 80' FROM THE CENTER OF THE EASTERN TRACK.
DO NOT WIDEN WITHIN ROW.
MILLING TO BE PAID AS INCIDENTAL MILLING.
Mill & 2" RESURFACE
DO NOT WIDEN
2" RESURFACING & WIDENING
WBS ELEMENT
52060
SHEET NO.
5
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