RTA_FY25 WKS Service Bridge Paint_LOCKED_Signed.pdf
PDF 26 MB Posted
- Attached to
- W. Kerr Scott Lake and Dam Bridge Repainting
- Solicitation number
- W912PM26BA005
About this file
This is a set of design and construction drawings for the Clean and Repaint of W. Kerr Scott Dam Service Bridge in Wilkesboro, North Carolina. The project, identified as Solicitation Number W912PM26BA005 and Contract Number W912PM-26-C00XX, is issued by the US Army Corps of Engineers Wilmington District with an issue date of December 2025 and marked as "Ready to Advertise."
The scope of work requires abrasive blasting and repainting of all exposed surfaces of the bridge steel superstructure and bearings in accordance with specification sections 01 57 19 and 09 97 02. Lead-based paint remediation is mandatory per specification section 02 83 00. The project involves cleaning and repainting of two steel plate girders (left and right), X-bracing, stiffener plates, bearings, and associated bridge components spanning approximately 248-254 feet across two spans. The contractor is responsible for providing work platforms, containment of blasted paint material, field verification of all dimensions prior to fabrication, protection of non-painted electrical and mechanical features, and a general sequence of work. Construction debris must be removed daily, and the site must be secured during and outside working hours. Reference drawings (S-17, S-18, S-19) are provided for context but represent the existing bridge structure; no new steel fabrication or repairs are required. Access is controlled through gated roads on the dam, which may be barricaded during contract work while maintaining one travel lane at all times.
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Text version
US Army Corps of Engineers
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OLD HWY 268
RANGER RD.
YADKIN
RIVER
W. KERR SCOTT
DAM AND
RESERVOIR
DARK
MOUNTAIN
PARK
RA
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RANGER RD.
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
Approval Recommended: *
Approved: *
DEC 2025
DEC 2025
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
CHIEF, ENGINEERING BRANCH
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
G-000
C O
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R
S H
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PROJECT LOCATION, VICINITY MAP
N.T.S.
Wilmington DISTRICT
W912PM-26-C00XX
DECEMBER 2025
W912PM-26-BA005
CLEAN AND REPAINT
W. KERR SCOTT DAM SERVICE BRIDGE
WILKESBORO, NORTH CAROLINA
READY TO ADVERTISE SUBMITTAL
SHEET NO. TITLE
G-000 COVER SHEET
G-001 GENERAL CONSTRUCTION NOTES
C-101 SITE PLAN
S-101 GENERAL LAYOUT - PLAN AND ELEVATIONS
S-102 BOTTOM BRIDGE PLAN AND SECTION
S-201 LEFT GIRDER - ELEVATIONS & PLAN
S-202 RIGHT GIRDER - ELEVATIONS & PLAN
S-601 PHOTOS - CURRENT CONDITIONS
S-17 DAM AND OUTLET WORKS, ACCESS BRIDGE PLANS, SECTIONS & DETAILS.
S-18 DAM AND OUTLET WORKS, ACCESS BRIDGE DETAILS.
S-19 DAM AND OUTLET WORKS, ACCESS BRIDGE SECTIONS & DETAILS.
NOTICE TO CONTRACTOR: LEAD BASED PAINT REMEDIATION REQUIRED.
PROJECT AREA:
SERVICE BRIDGE
BROCKEL.MICHAEL.JOHN.1610786436
Digitally signed by
BROCKEL.MICHAEL.JOHN.1610786436
DN:
CN=BROCKEL.MICHAEL.JOHN.1610786436,
OU=USA, OU=PKI, OU=DoD, O=U.S.
Government, C=US Date: 2025.12.17 13:57:49-05'00'
Date: 2025.12.19 13:16:29 -05'00'
G-001
G
EN
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C O
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N O
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S of Engineers
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GENERAL NOTES
GENERAL
1. ALL EXPOSED SURFACES OF THE BRIDGE STEEL SUPERSTRUCTURE AND BEARINGS SHALL BE
ABRASIVE BLASTED AND REPAINTED IN ACCORDANCE WITH SPECIFICATION SECTIONS 01 57 19 AND
09 97 02. REMEDIATION OF LEAD PAINT IS REQUIRED AND SHALL BE IN ACCORDANCE WITH
SPECIFICATION SECTION 02 83 00. PROTECTION OF EXISTING FACILITY SHALL BE IN ACCORDANCE
WITH SPECIFICATION SECTION 01 10 00.10 38.
2. ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK BEGINS. THE
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING
PREPARATIONS AND MATERIAL FABRICATION.
3. GOVERNMENT UTILITIES (INCLUDING WATER, FUEL, ETC.) AND EQUIPMENT WILL NOT BE MADE AVAILABLE TO THE CONTRACTOR. ELECTRIC UTILITIES WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS.
THE REFERENCE DRAWINGS ARE NOT "AS-BUILTS" AND DO NOT NECESSARILY REPRESENT ACTUAL
FIELD CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.
5. CONTRACTOR SHALL INCLUDE A GENERAL SEQUENCE OF WORK WHICH INCLUDES, BUT IS NOT
LIMITED TO, ABRASIVE BLASTING AND PAINTING, AS WELL AS PROTECTION OF NON PAINTED
ELECTRICAL AND MECHANICAL FEATURES.
6. LAKE ELEVATIONS VARY. NORMAL POOL IS EL. 1030.0'. PER DATUM NAVD88. NOTE, ELEVATIONS IN
REFERENCE DRAWINGS ARE PER DATUM NGVD29. REFER TO RIVER-GAGES FOR HISTORIC RIVER
LEVELS.
7. LEAD BASE PAINT IS PRESENT ON THE EXISTING STEEL MEMBERS.
LIFE SAFETY
1. FIRE SAFETY - REMOVE CONSTRUCTION DEBRIS, WASTE MATERIALS, PACKAGING MATERIAL FROM
THE SITE DAILY. BURNING IS PROHIBITED ON THE GOVERNMENT PREMISES.
2. SECURITY - CONTRACTOR IS RESPONSIBLE FOR CLEANLINESS AND ORDERLINESS OF THE AREA
USED AND FOR THE SECURITY OF ANY MATERIAL OR EQUIPMENT STORED ONSITE. CONTRACTOR
IS RESPONSIBLE FOR SECURING THE SITE DURING AND OUTSIDE OF WORKING HOURS TO INCLUDE
THE APPLICATION OF THE EXISTING SECURITY FEATURES.
CONSTRUCTION:
1. ALL STEEL BRIDGE MEMBERS SHOWN ON THE SECTIONS AND ELEVATIONS ARE EXISTING. NO NEW
STEEL OR STEEL REPAIRS ARE REQUIRED UNDER THIS CONTRACT.
2. CONTRACTOR TO PROVIDE WORK PLATFORMS TO ACCESS SUPERSTRUCTURE IN ACCORDANCE
WITH SPECIFICATION SECTION 01 35 26.
3. CONTRACTOR TO PROVIDE CONTAINMENT OF BLASTED PAINT AND BLAST MATERIAL IN
ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.
WKS-06
WKS-05
WKS-04
WKS-03
WKS-02
WKS-01
PC2
C-101
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SCALE: 1" = 200'-0"1 SITE PLAN
PROJECT AREA:
SERVICE BRIDGE
W. KERR SCOTT
RESERVOIR
GENERAL NOTES
1. ACCESS TO THE DAM AND SERVICE BRIDGE IS GATED. THE ROAD ON
TOP OF THE DAM AND SERVICE BRIDGE CAN BE BARRICADED AND
CLOSED TO THE PUBLIC WHILE CONTRACT WORK IS BEING
PERFORMED.
2. THE ASPHALT PAVED ROAD ON TOP OF THE DAM MAY ALSO BE USED
AS A STAGING AREA FOR CONTRACTOR EQUIPMENT AND TRAILER.
NOTE THAT ONE TRAVEL LANE ON THE ROAD SHALL BE MAINTAINED AT
ALL TIMES.
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W. KERR SCOTT DAM
DOWNSTREAM
LOCKING VEHICLE
BARRICADE
W. KERR SCOTT
SERVICE TOWER
GRAPHIC SCALE
1" = 200'
200'0 400'100'
W. KERR SCOTT DAM
UPSTREAM
LOCKING SECURITY
GATE
POTENTIAL STAGING
AREA
BENCHMARK SCHEDULE
DESCRIPTION NORTH EAST ELEVATION
PC2 874824.69 1342780.55 1106.86
WKS-01 874959.16 1342713.52 1106.38
WKS-02 874958.37 1342710.07 1106.37
WKS-03 874930.44 1342590.86 1104.33
WKS-04 874929.66 1342587.53 1104.26
WKS-05 874901.74 1342468.47 1102.07
WKS-06 874900.83 1342464.60 1102.00
248.32'
4" EXPANSION
JOINT
254.00'
'-0
2' -6
" 9' -0
4" EXPANSION
JOINT
X
X
X
X
X
X
128.08'
122.40'
254.00'
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SHEET ID
SCALE: 3/32" = 1'-0"1 ELEVATION A - RIGHT GIRDER
SCALE: 3/32" = 1'-0"2 PLAN
S-101
RAIL & CURB
SYSTEM (TYP)
CL RIGHT GIRDER SPAN 2
R O
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ACCESS BRIDGE
FUEL TANK
FIXED BEARING
CONC.
ABUTMENT
SECURITY
GATE BEYOND
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3/32" = 1'-0"
30'5' 40'10' 20'
TOWER
SCUPPER (TYP)
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARING ROCKER
BEARING
RAIL & CURB
SYSTEM
BRIDGE LIGHT
(TYP)
X-BRACING (TYP)
- SEE SECTION
INTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
S-101
SCALE: 3/32" = 1'-0"3 ELEVATION B - LEFT GIRDER
RAIL & CURB
SYSTEM
FUEL TANK
CONCRETE
ABUTMENT
SECURITY
GATE BEYOND
BRIDGE LIGHT
(TYP)
SCUPPER (TYP)
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARINGROCKER
BEARING
RAIL & CURB
SYSTEM
X-BRACING (TYP)
- SEE SECTION
INTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
CL LEFT GIRDER SPAN 2
S-201
S-202
SCUPPER (TYP)
BRIDGE LIGHT
(TYP)
SCUPPER (TYP)CONSTRUCTION
JOINT (TYP)
CL RIGHT GIRDER
SPAN 1
CL LEFT GIRDER SPAN 1
BOTTOM FLANGE
PLATE
RIGHT GIRDER
SPAN 2
WF BRACING (TYP)
- SEE SECTION
BOTTOM FLANGE
PLATE
RIGHT
GIRDER
SPAN 1
BOTTOM FLANGE
PLATE
LEFT GIRDER
SPAN 2
WF BRACING (TYP)
- SEE SECTION
BOTTOM FLANGE
PLATE
LEFT
GIRDER
SPAN 1
TOWERROADWAY
TOWER ROADWAY
FIXED BEARING
S-101
JOINT
254.00'
'-0
2' -6
" 9' -0
4" EXPANSION
JOINT
X
X
X
X
X
X
128.08'
122.40'
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LEFT EDGE OF
DECK
RIGHT EDGE
OF DECK
SCALE: 3/8" = 1'-0"2 SECTION - BRACING
RAIL & CURB
SYSTEM
LEFT GIRDER
ACCESS BRIDGE
DECK
RIGHT GIRDER
12WF27 BRACING
@ 12'-0" O.C. MAX
SCUPPER
CENTERLINE
ACCESS BRIDGE
GUSSET PLATE
@ X-BRACING
X-BRACING
@ 24'-0"
O.C. MAX.
INT. STIFFENER PLATE
EA. SIDE @ 6'-0" O.C.
MAX.
SCALE: 3/32" = 1'-0"1 PLAN - BOTTOM BRIDGE
S-202
CL RIGHT GIRDER
SPAN 2
R O
AD
W
AY
CENTERLINE
ACCESS BRIDGE
S-102
TOWER
S-201
CL LEFT GIRDER
SPAN 2
STIFFENER PLATE
(TYP)
WF BRACE (TYP)X-BRACE &
STIFFENER (TYP)
FUEL TANK
SCUPPER (TYP)
3/32" = 1'-0"
30'5' 40'10' 20'
0' 1' 5' 10' 3/8" = 1'-0"
12"
CL RIGHT GIRDER SPAN 1
CL LEFT GIRDER
SPAN 1
S-202
2S-201
ROCKER BEARINGSFIXED BEARINGS
ROCKER BEARINGSFIXED BEARINGS
S-102
254.00'
LEFT GIRDER SPAN 2 BOTTOM FLANGE PLATES
128.08'
LEFT GIRDER BOTTOM SPAN 1 FLANGE PLATES
125.58'
JOINT
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SHEET ID
SCALE: 3/32" = 1'-0"1 ELEVATION INSIDE - LEFT GIRDER
FIXED BEARING
CONCRETE
ABUTMENT
3/32" = 1'-0"
30'5' 40'10' 20'
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARING ROCKER BEARINGINTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
S-201
ROADWAYTOWER
SCALE: 3/32" = 1'-0"2 ELEVATION OUTSIDE - LEFT GIRDER
FIXED BEARING
BOTTOM FLANGE
PLATE (TYP.)
LEFT GIRDER SPAN 2
CONCRETE
ABUTMENT
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARINGROCKER
BEARING
WF BRACING (TYP)
- SEE SECTION
X-BRACING (TYP)
- SEE SECTION
INTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
S-201
ROADWAY
TOWER
LEFT GIRDER
LEFT
GIRDER
SPAN 1
TOP FLANGE PLATE
(TYP.)
TOP FLANGE PLATE
(TYP.)
BOTTOM FLANGE
PLATE (TYP.)
SCALE: 3/32" = 1'-0"3 PLAN LEFT GIRDER - SPAN 1 & SPAN 2 BOTTOM PLATE
FIXED END EXPANSION
END
FIXED END
ROADWAYTOWER
10'-0" x 20" x 11 4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
EXPANSION
END
CONCRETE
ABUTMENT
8'-0" x 20" x 13 8"
FLANGE PLATE
38'-0" x 20" x 11 2"
FLANGE PLATE
10'-0" x 20" x 11
4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
10'-0" x 20" x 11 4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
38'-0" x 20" x 11 2"
FLANGE PLATE
10'-0" x 20" x 11
4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
ST
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LEFT GIRDER SPAN 2 LEFT GIRDER SPAN 1
SEE GENERAL NOTES ON SHEET G-001.
S-201
248.32'
RIGHT GIRDER SPAN 2 BOTTOM FLANGE PLATES
122.40'
RIGHT GIRDER SPAN 1 BOTTOM FLANGE PLATES
125.58'
JOINT
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SCALE: 3/32" = 1'-0"1 ELEVATION OUTSIDE - RIGHT GIRDER
FIXED END
SHOE
CONCRETE
ABUTMENT
3/32" = 1'-0"
30'5' 40'10' 20'
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARING ROCKER
BEARING
INTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
S-202
TOP FLANGE PLATE (TYP.)
ROADWAYTOWER
SCALE: 3/32" = 1'-0"2 ELEVATION INSIDE - RIGHT GIRDER
FIXED BEARING
BOTTOM FLANGE
PLATE (TYP.)
CONCRETE
ABUTMENT
CONCRETE
PIER
ROCKER
BEARING
CONCRETE
PIER
FIXED BEARINGFIXED BEARING
WF BRACING (TYP)
- SEE SECTION
X-BRACING (TYP)
- SEE SECTION
INTERMEDIATE.
STIFFENER PLATE
(TYP) SEE SECTION
S-202
ROADWAY TOWER
RIGHT GIRDER
TOP FLANGE PLATE
(TYP.)
BOTTOM FLANGE
PLATE (TYP.)
SCALE: 3/32" = 1'-0"3 PLAN RIGHT GIRDER - SPAN 1 & SPAN 2 BOTTOM PLATE
FIXED END EXPANSION
END
FIXED END
ROADWAYTOWER
10'-0" x 20" x 11 4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
EXPANSION
END
CONCRETE
ABUTMENT
8'-0" x 20" x 13 8"
FLANGE PLATE
38'-0" x 20" x 11 2"
FLANGE PLATE
10'-0" x 20" x 11
4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
10'-0" x 20" x 11 4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
38'-0" x 20" x 11 2"
FLANGE PLATE
10'-0" x 20" x 11
4"
FLANGE PLATE
CONTINUOUS TO END
OF PLATE GIRDER x 20" x 1" FLANGE PLATE
8'-0" x 20" x 13 8"
FLANGE PLATE
RIGHT GIRDER SPAN 2RIGHT
GIRDER
SPAN 1
RIGHT GIRDER SPAN 2 RIGHT GIRDER SPAN 1
SEE GENERAL NOTES ON SHEET G-001.
S-202
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SHEET ID
GENERAL CONSTRUCTION NOTES
1. THE PHOTOS ARE SHOWN FOR BIDDING PURPOSES ARE A VISUAL
REPRESENTATION OF THE CONDITION OF THE STEEL GIRDERS, BRACING,
AND BEARINGS TO BE CLEANED AND PAINTED. PHOTOS ARE
REPRESENTATIVE OF CONDITIONS OBSERVED DURING INSPECTIONS
BETWEEN 2021 AND 2024.
PHOTO 1: GENERAL VIEW OF BRIDGE, INTAKE
TOWER AND DAM. VIEW IS FACING NORTH.
PHOTO 2: APPROACH TO BRIDGE FROM ROAD ON TOP
OF DAM. VIEW IS FACING WEST. PHOTO 3: SOUTH GIRDER. VIEW IS FACING WEST.
PHOTO 4: BOTTOM OF SOUTH GIRDER AND STIFFENER. PHOTO 5: VIEW OF BRACING AND GIRDER STIFFENERS
BETWEEN THE TWO GIRDERS.
PHOTO 7: BEARINGS AT THE CENTER PIER. VIEW IS OF
THE NORTH SIDE OF THE BRIDGE.
PHOTO 6: BEARING ON SOUTHWEST CORNER OF
BRIDGE.
PHOTO 8: BEARING AT THE SOUTHEAST CORNER OF
BRIDGE.
PHOTO 9: GIRDER AT SOUTHWEST CORNER . VIEW IS
FACING SOUTH.
S-601
| G-000 - COVER SHEET |
| G-001 - GENERAL CONSTRUCTION NOTES |
| C-101 - SITE PLAN |
| S-101 - STRUCTURAL GENERAL LAYOUT - PLAN & ELEVATIONS |
| S-102 - STRUCTURAL PLAN - BOTTOM BRIDGE |
| S-201 - STRUCTURAL LEFT GIRDER - ELEVATIONS & PLAN |
| S-202 - STRUCTURAL RIGHT GIRDER - ELEVATIONS & PLAN |
| S-601 - PHOTOS - CURRENT CONDITIONS |
| REFERENCE DRAWINGS_WKS SERVICE BRIDGE |
| S-17 - ACCESS BRIDGE PLANS - SECTIONS & DETAILS |
| S-18 - ACCESS BRIDGE DETAILS |
| S-19 - ACCESS BRIDGE SECTIONS AND DETAILS |
File details come from the government source that posted it. Updated .