C4.02_Addendum 1_T80-11612.00 Details.pdf
PDF 470 KB Posted
- Attached to
- Wheeling AASF#2 Taxiway Repairs (Construction)
- Solicitation number
- CRFQ 0603 ADJ2700000007 3
- Issued by
- Kanawha County, West Virginia
About this file
This is an Addendum 1 document issued by the West Virginia Department of Transportation for the Wheeling AASF#2 Taxiway Repairs construction project. The addendum modifies the original solicitation documents and establishes clarifications, modifications, and additional requirements for bidders submitting proposals for this taxiway repair project. The document serves as an official amendment to the contract opportunity, binding all prospective bidders to acknowledge receipt and incorporate the addendum terms into their bid submissions. All contractors must review this addendum in conjunction with the original bid documents to ensure compliance with updated specifications and requirements.
The addendum includes specific modifications to contract terms, technical specifications, and bidding requirements that supersede or supplement information contained in the original solicitation. Bidders are required to acknowledge receipt of this addendum as part of their proposal submission process. The document ensures that all parties operate under consistent and current information regarding project scope, specifications, and conditions. Failure to acknowledge the addendum or failure to incorporate its terms into bid submissions may result in bid rejection or non-responsiveness determinations.
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Text version
FULL SLAB REPLACEMENT PARTIAL SLAB REPLACEMENT
RIGID PAVEMENT REPAIR - PLAN VIEW
NOT TO SCALE
BBAA
C L
JO
IN
T
TRANSVERSSE CONTROL JOINT (T.C.J.)
LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS
NOT TO SCALE
C L
JO
IN
T
LONGITUDINAL CONTROL JOINT (L.C.J.)
LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS
NOT TO SCALE
0' - 6" 0' - 6"
0' - 6" 0' - 6"
0'
9"
4000 PSI CONCRETE
1/2" x 2.5" SAWCUT
JOINT FILLED WITH
JOINT SEALANT (TYP)
3" SURFACE CLEARANCE (TYP)
#4 @ 12" OC EACH WAY, STOP
TRANSVERSE BARS AT JOINT (TYP) #4 x 30" LONG DOWELS AT 2'-6"
OC SPACING. GREASE ONE END AT
CONSTRUCTION JOINTS ONLY (TYP)
4000 PSI CONCRETE
6" COMPACTED
P-209 CRUSHED AGGREGATE
6" COMPACTED
P-209 CRUSHED AGGREGATE
1/2" x 2.5" SAWCUT
JOINT FILLED WITH
JOINT SEALANT (TYP)
3" SURFACE CLEARANCE (TYP)
#4 @ 12" OC EACH WAY, DO NOT
STOP REINFORCING AT JOINT (TYP)
0'
9" 0'
9"
#4 SMOOTH REBAR
GREASED ON 1 SIDE
PROPOSED SAW CUT
CROSS SECTION ON
SHEET C4.03CROSS SECTION ON
SHEET C4.03
5/8" BACKER ROD MATERIAL
1/4" BY 1/4" CHAMFER (TYP)
PCC PAVEMENT
PCC PAVEMENT
1/2"
1 1/4"
CONSTRUCTION JOINT
BETWEEN SLABS
HOT POURED JOINT SEALANT
3/8"
1/4"
PAVEMENT SURFACE
1/4" BY 1/4" CHAMFER (TYP) 3/4" ± 1/8"
3/8"
3/4" ± 1/8"
HOT POURED JOINT SEALANT
JOINT WALL
NON-EXTRUDING PREMOLDED
COMPRESSIBLE MATERIAL
FULL DEPTH TO BOTTOM OF
CONCRETE PAVEMENT
PCC CONSTRUCTION JOINT DETAIL
NOT TO SCALE
EXPANSION JOINT DETAIL
NOT TO SCALE
P (304) 624-4108
600 WHITE OAKS BLVD,
P.O. BOX 940
BRIDGEPORT, WV 26330
www.thethrashergroup.com
F (304) 624-7831
T80-11612
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DETAILS
AutoCAD SHX Text 42.5598
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AutoCAD SHX Text 31.9672
AutoCAD SHX Text 42.5598
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THE THRASHER GROUP INC.
AutoCAD SHX Text CAD FILE: R:\080\T80-11612.00 - WVANG - Wheeling AASF2 Taxiway Repair\Drawing\T80-11612.00 Details.dwg PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole priceR:\080\T80-11612.00 - WVANG - Wheeling AASF2 Taxiway Repair\Drawing\T80-11612.00 Details.dwg PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price PLOT DATE/TIME: 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price 8/12/2026 7:35 AM LAYOUT: C4.02 USER: nicole price LAYOUT: C4.02 USER: nicole priceC4.02 USER: nicole price USER: nicole pricenicole price
AutoCAD SHX Text
AutoCAD SHX Text
NMP
AutoCAD SHX Text 8/12/2026
AutoCAD SHX Text
ADDED JOINT DETAILS
AutoCAD SHX Text
| Sheets and Views |
| C4.02 |
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