CTC_2026_Resurfacing_Plans_Final.pdf
PDF 11 MB Posted
- Solicitation number
- 2027-10
- Issued by
- Dorchester County, South Carolina
About this file
This is a Resurfacing Plans document for the County Transportation Committee (CTC) 2026 Resurfacing Plan in Dorchester County, South Carolina, prepared by the Dorchester County Public Works Department. The project encompasses road resurfacing and repaving work across 30 roads totaling approximately 9.0 miles within Dorchester County, the Town of Summerville, and the City of North Charleston. Major work items include milling existing asphalt pavement (89,421 square yards), placement of Warm Mix Asphalt surface course (11,048 tons), full-depth asphalt patching (2,930 square yards), cement-modified recycled base installation (16,518 square yards), concrete curb and gutter work (200 linear feet), concrete sidewalk installation (100 square yards), pedestrian ramp construction (50 square yards), and pavement markings in both fast-dry paint and thermoplastic applications. The project also includes mobilization, traffic control, borrow excavation, and various utility adjustments. Contractors are required to submit a four-week look-ahead schedule prior to commencing work and update it every two weeks, with at least three working days' notice required before beginning work on each road. Payment will be made upon substantial completion of each road, defined as all items complete except permanent pavement markings and vegetation, with final completion required within the contract timeframe or liquidated damages will apply.
The project specifies that contractors must use Warm Mix Asphalt (WMA) for surface courses, with Hot Mix Asphalt (HMA) permitted only for leveling courses and driveways, with all mixes requiring SCDOT approval. Milled roads must be overlaid within 3 days unless field conditions warrant extension or reduction at the County's discretion; roads with surface layers less than 1.5 inches must be overlaid within 24 hours. Non-Tracking Tack (NTT) shall be applied in accordance with manufacturer specifications and must be SCDOT-approved and listed on the SCDOT Qualified Products Listing. Contractors are responsible for adjusting utility valves and manholes to match roadway profiles at no additional cost unless otherwise specified, with an acceptable tolerance of ½ inch above or below final asphalt grade. Contractors must also protect decorative features and are responsible for correcting any poor or incorrect pavement markings at no additional cost to the County. Traffic control pricing is bid as a lump sum covering all necessary devices, signing, temporary pavement markings, and equipment throughout the project duration. Seasonal restrictions and temperature considerations may apply to individual work items.
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Other files
| File | Type | Posted |
|---|---|---|
| County_Transportation_Committee_(CTC)_2026_Resurfacing_Plan.pdf | ||
| Special_Provision__Warm_Mix_Asphalt.pdf |
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Text version
CTC 2026 Resurfacing Plan
CTC 2026 Resurfacing Plan
Esri, HERE, NPS, Esri, HERE, Garmin, USGS, EPA, NPS
Dorchester County
North Charleston
Summerville
County Boundary
County Mask
CTC 2026 Resurfacing 0 8.5 174.25 mi
0 10 205 km
1:405,118
Dorchester County Public Works
Construction Notes
1. The Contractor shall prior to commencement of the work, provide to the Transportation Development Manager a four-week look ahead schedule identifying planned weekly work activities. The Contractor shall update the schedule every two weeks, or as specified by the Transportation Development Manager. The County will not be responsible for delays, which may be caused by the Contractor’s failure to abide by the schedule. Failure to submit the look ahead schedule as specified may result in the withholding of partial payments or stoppage of work.
The Contractor shall notify the County at least 3 working days before beginning work, to allow time for proper notification and coordination prior to work beginning on each road.
Payments will be paid as each road is substantially completed. Substantially complete shall generally be defined as all items being complete with the exception of permanent pavement markings and permanent vegetation. No payment shall be made for items completed on roads that are not substantially completed by the end of the invoice period.
The punch list must be completed to achieve final completion within the time frame as specified in the contract, unless another time frame is agreed upon by the County. Seasonal restrictions and temperatures may be considered for individual items. Failure to attain final completion will result in liquidated damages at the specified rate for any punch list item remaining incomplete beyond the allotted time frame. Liquidated damages will be charged daily until all punch list items are complete.
2. Utility valves and manholes shall be adjusted by the Contractor (raised or lowered) to match the roadway or sidewalk profile. No additional payment will be made for adjusting valves or manholes, unless specified in the bid items, or as directed by the Transportation Development Manager. The work shall be considered incidental and shall include all workmanship and materials necessary to complete this item. The County has the right to stop work if riser rings are not on site prior to resurfacing. The acceptable tolerance is ½” above or below the final asphalt grade. The Contractor shall not pave over manholes. If manholes or other utility covers are paved over, the Contractor shall coordinate with the Utility to recover at no expense to the County and accepted by the Utility. The project will not be considered complete until this is corrected.
3. A Non-Tracking Tack (NTT) shall be placed in accordance with the manufacturer’s application procedures in lieu of the emulsions listed unless otherwise directed by the County. The NTT shall be approved for use by SCDOT and be listed on SCDOT Qualified Products Listing.
4. All roads that are milled shall be overlaid within 3 days, or as specified by the County. If field conditions dictate, the County reserves the right to reduce or extend this requirement. For roads scheduled for milling that have a surface layer less than 1.5 inches, the Contractor is required to maintain the underlying roadway and shall overlay the road within 24 hours. The County may issue a Stop Work Order if the Contractor exceeds the 3 day or 24 hour requirement.
Asphalt or full-depth patch driveway aprons must be resurfaced within 14 days of mainline paving and completed for a road to be considered substantially complete.
5. The Contractor shall use Warm Mix Asphalt (WMA) mixes to complete the work specified by the project. HMA mixes may be used for leveling courses and/or driveways only. All mix designs shall be produced and placed per all applicable SCDOT Standard Specifications, SCDOT Supplemental Technical Specification, and approved by the SCDOT. The WMA design shall be submitted to the County for approval prior to use. The asphalt mix shall be produced and placed per the Warm Mix Asphalt Special Provision included herein.
6. It is the responsibility of the Contractor to protect all decorative stamped crosswalks, driveways, curbing, walls or other features within the project. If damage occurs, the Contractor shall replace at no cost to the County, at the direction of the Transportation Development Manager.
7. The County will supply a striping plan for any expected post-resurfacing changes in the roadway striping. On resurfacing projects where the post-construction pavement markings do not change from the preconstruction markings, it is the Contractor’s responsibility to ensure that pavement markings are placed to match preconstruction markings.
8. Stop bars are to be installed at all stop controlled intersections (signalized or stop signs) unless directed otherwise by the County.
9. In the event of poor and/or incorrect installation of pavement markings by the Contractor and/or subcontractor, the removal of existing markings shall follow SCDOT Standard Specifications. Removal and replacement, and any additional mitigation efforts, shall be at no additional cost to the County.
If removal and replacement does not meet expectations of the County, additional mitigation such as mill and repave, etc., may be required at the discretion of the Transportation Development Manager and no additional cost to the County.
10. The lump sum price bid item for Traffic Control includes payment for providing, installing, relocating, removing, and maintaining all necessary traffic control devices including all necessary signing, all necessary temporary pavement markings (not including on final surface), and all necessary equipment. Necessary equipment includes, but is not limited to, truck mounted attenuator, trailer-mounted advance warning arrow panel, changeable message signs, etc.
Peace Rd Givhans Rd to EOP Dorchester County
Geddisville Rd End State Maint. To Parkers Ferry Rd Dorchester County
Woodie Ln First Texas Rd to EOP Dorchester County
Williams Rd Givhans Rd to EOP Dorchester County
Community Dr St Mark Bowman Rd to Daniel Betty Dorchester County Fraizer Dr St Mark Bowman Rd to EOP Dorchester County
Millstone Dr Peppertree Ln to EOP Dorchester County Summerfiled Ct Peppertree Ln to EOP Dorchester County
Willow Ct Peppertree Ln to EOP Dorchester County Pheasant Run Rd Peppertree Ln to EOP Dorchester County
Indigo Fields Blvd Dorchester Rd to Beryl Ln City North Charleson
Peppertree Ln Pepperridge Dr to Pepperridge Dr Dorchester County
Reynard Ct Red Fox Run to Red Fox Run Town of Summerville
Appian Way Patriot Blvd to Dorchester City North Charleson
Mikel Ct Red Fox Run to EOP Town of Summerville Spring St Mikel Dr to Chucker Dr Town of Summerville
Sumter Ave S Laurel St to W Carolina Ave Town Summerville
Mikel Dr Bacons Bridge Rd to Red Fox Run Town of Summerville
Beaufort St W Carolina Ave to Cuthbert Ln Town Summerville Knights Ln Clifton St to EOP Town Summerville
Mayfair Ct Tiffany Ln to Tiffany Ln Town Summerville Wanda Dr Heber Rd to Jimbo Rd Town Summerville
Jimbo Rd Wanda Dr to Live Oak Town Summerville Magwood Dr Langley Dr to Jedi Dr Town Summerville
Dana Ct Cynthia Ln to Cynthia Ln Town Summerville Heber Rd Wanda Dr to Jimbo Rd Town Summerville
Chelsea Ct Tiffany Ln to Tiffany Ln Town Summerville Cynthia Ln Tiffany Ln to Herber Rd Town Summerville
Road List By Area
Map # Street Name To / From Maintenance
Responsibility
WORK ITEM SUMMARY
Pay Item Description Unit Quanity
1031010 MOBILIZATION LS 1
1071000 TRAFFIC CONTROL LS 1
2024100 REMOVAL & DISPOSAL OF EXISTING CONCRETE CURB LF 100
2026020 REMOVAL & DISPOSAL OF EXISTING CONCRETE SIDEWALK SY 100
2033000 BORROW EXCAVATION CY 286
3063221 CEMENT MODIFIED RECYCLED BASE (9" UNIFORM) SY 16518
3064000 PORTLAND CEMENT FOR CEMENT MODIFIED SUBBASE TON 413
3069900 MAINTENANCE STONE* TON 100
4011004 LIQUID ASPHALT BINDER PG64-22 TON 848
4012040 FULL DEPTH ASPH. PAV. PATCHING 4" UNIFORM SY 400
4012040D FULL DEPTH ASPH. PAV. PATCHING FOR DRIVES 4" UNIFORM SY 250
4012060 FULL DEPTH ASPH. PAV. PATCHING 6" UNIFORM SY 2280
4013115 MILLING EXISTING ASPHALT PAVEMENT 1.5" SY 89421
4113340 WARM MIX ASPHALT SURFACE COURSE TYPE C (175 LB/SY) TON 11048
4047220 HOT MIX ASPHALT SURFACE COURSE TYPE C (DRIVEWAY PAVING) TON 559
4030360 HOT MIX ASPHALT SURFACE LEVELING TYPE E (100lbs/sy) TON 1689
6250005 4" WHITE BROKEN LINES -(GAPS EXCLUDED) - FAST DRY PAINT LF 110
6250010 4" WHITE SOLID LINES (PVT. EDGE LINES) - FAST DRY PAINT LF 4136
6250010P 4" WHITE SOLID LINES ( PARKING SPACES) - FAST DRY PAINT LF 440
6250025 24" WHITE SOLID LINES (STOP/DIAGONAL LINES) - FAST DRY PAINT LF 511
6250030 WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT) - FAST DRY EA 4
6250110 4" YELLOW SOLID LINE (PVT. EDGE & NO PASSING) - FAST DRY PAINT LF 5368
6271005 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. LF 110
6271010 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. LF 4136
6271010P 4" WHITE SOLID LINES (PARKING SPOTS) THERMO.- 90 MIL. LF 440
6271025 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL LF 511
6271030 WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. EA 4
6271074 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. LF 5368
7203110 CONCRETE CURB AND GUTTER(1'-6") VERTICAL FACE LF 100
7203210 CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE LF 100
7204100 CONCRETE SIDEWALK(4" UNIFORM) SY 100
7209000 PEDESTRIAN RAMP CONSTRUCTION SY 50
7209100 SURFACE APPLIED DETECTABLE WARNING SF 40
8152007 INLET STRUCTURE FILTER - TYPE F (WEIGHTED)* LF 50
8152007 SEDIMENT TUBE* LF 50
8153000 SILT FENCE* LF 200
* THESE QUANTITIES ARE NOT SHOWN IN DETAIL BUT ARE INCLUDED TO BE USED AS DIRECTED BY THE ENGINEER
Dorchester County
CTC 2025 Resurfacing Project
WORK ITEM DETAILS
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1 Community Dr St. Mark Bowman Rd to Daniel Betty 11576 18 23152 181 150 16600 2042 743 10 10
1 Fraiser Ln St. Mark bowman Rd to EOP 272 14 423 7 40 423 69 12 21 10 10
2 Woodie Ln First Texas Rd to EOP 803 12 1071 9 100 0 102 30 10 10
3 Williams Rd Givhans Rd to EOP 1000 12 1333 80 11 50 0 125 42 10 10
3 Peace Dr Givhans Rd to EOP 1221 13 1764 80 12 75 0 162 24 10 10
4 Geddisville Rd End State Maint. to Parkers Ferry Rd 7508 18 15016 15016 375 138 0 1330 50 751
5 Knights Ln Clifton St to EOP 620 12 827 50 8 75 827 80 48 0
5 Beaufort st W Carolina Ave. to Cuthbert Ln. 310 21 723 6 25 723 79 6
5 Sumter Ave S Laurel St. to W Carolina Ave. 2745 36 10980 74 100 10980 1001 144 400 100 1120 400 100 1120
6 Mikel Dr Red Fox Run to Bacons Bridge Rd 2106 20 4680 30 100 4680 442 24
6 Spring St. Miles Dr to Chucker Dr. 1373 22 3356 20 150 3356 310 24 24
6 Mikel Ct Red Fox Run to Loop 730 20 1622 10 25 1622 150 0
6 Reynard Ct Red fox Run to Red Fox Run 300 20 667 5 50 667 74 0
7 Chelsea Ct Tiffany Ln to Tiffany Ln 345 22 843 6 25 843 90
7 Mayfair Ct Tiffany Ln to Tiffany Ln 340 22 831 6 25 831 89
7 Wanda Dr Jimbo Rd to Heber Rd 1440 20 3200 19 50 3200 296 24 24
7 Jimbo Rd Wanda to Wanda 1500 22 3667 21 100 3667 321 48 48
7 Heber Rd Wanda Dr. to Jimbo Rd 2505 22 6123 38 150 6123 584 70 70
7 Cynthia Ln Tiffany Ln to Heber Rd 1443 22 3527 22 50 3527 333 24 24
7 Dana Ct Cynthia Ln to Cynthia Ln 224 20 498 4 20 498 60
7 Magwood Dr Langley Dr to Jedi Dr. 587 22 1435 9 40 1435 142 24 24
8 Peppertree Ln Pepperridge Dr to Pepperridge Dr 3505 22 8568 52 300 8568 806
8 Millstone Dr Peppertree Ln to Cul de Sac 525 24 1400 11 50 1400 131 32
8 Willow Ct Peppertree Ln to Cul de Sac 500 24 1333 8 50 1333 125
8 Summerfield Peppertree Ln to Cul de Sac 200 24 533 4 25 533 55
8 Pheasant Run Rd Peppertree Ln to Cul de Sac 430 24 1147 7 25 1147 108
9 Appian Way Dorchester Rd. to Patriot Blvd. 1880 24 5013 50 36 150 5013 471 88 100 3760 72 4 3760 100 3760 72 4 3760
10 Indigo Fields Blvd Dorchester Rd to Beryl Ln 1080 40 4800 29 100 4800 436 8 30 30
General Inclusions 1 1 100 100 26 1502 38 100 66 400 250 180 6624 1039 51 174 10 376 40 45 488 10 376 40 45 488 100 100 100 50 40 50 50 200
Totals 47068 592 108533 1 1 100 100 286 16518 413 100 848 400 250 2280 89421 11048 559 1689 110 4136 440 511 4 5368 110 4136 440 511 4 5368 100 100 100 50 40 50 50 200
Total Miles 9.0
Map 1
Dorchester County SC, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
CTC 2026 Resurfacing 0 0.65 1.30.33 mi
0 1 20.5 km
1:31,502
Dorchester County Public Works
COMMUNITY DR
FRAZIER DR
Map 2
Esri Community Maps Contributors, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
CTC 2026 Resurfacing 0 0.1 0.20.05 mi
0 0.2 0.40.1 km
1:6,804
Map 3
Esri Community Maps Contributors, Charleston County GIS, Dorchester County SC, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
CTC 2026 Resurfacing 0 0.2 0.40.1 mi
0 0.35 0.70.17 km
1:11,341
Dorchester County Public Works
WILLIAMS RD
PEACE RD
Map 4
GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
CTC 2026 Resurfacing 0 0.1 0.20.05 mi
0 0.2 0.40.1 km
Map 5
GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Summerville
CTC 2026 Resurfacing 0 0.09 0.170.04 mi
0 0.1 0.20.05 km
1:4,083
Map 6
GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
Summerville
CTC 2026 Resurfacing 0 0.1 0.20.05 mi
0 0.2 0.40.1 km
Map 7
GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
Summerville
CTC 2026 Resurfacing 0 0.1 0.20.05 mi
0 0.2 0.40.1 km
Map 8
Esri Community Maps Contributors, City of Goose Creek, Charleston County GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
CTC 2026 Resurfacing 0 0.09 0.170.04 mi
0 0.1 0.20.05 km
Map 9
Charleston County GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
Dorchester County
North Charleston
CTC 2026 Resurfacing 0 0.1 0.20.05 mi
0 0.2 0.40.1 km
1:6,804
Dorchester County Public Works
Note: Prior to work, the contractor must coordinate with the County and City of North Charleston to ensure coordination with DD2. Work shall only occur between the hours of 9:30AM - 2:30PM unless otherwise directed by the County.
Map 10
Charleston County GIS, Dorchester County SC, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
North Charleston
CTC 2026 Resurfacing 0 0.09 0.170.04 mi
0 0.1 0.20.05 km
| CTC Map 1.pdf |
| Untitled |
| CTC Map 2 (New).pdf |
| CTC Map 3.pdf |
| Map 4 (new).pdf |
| CTC Map 5.pdf |
| CTC Map 6.pdf |
| CTC Map 7.pdf |
| CTC Map 8.pdf |
| CTC Map 9.pdf |
| CTC Map 10.pdf |
| Untitled |
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