Appendix A.pdf
PDF 8 MB Posted
- Solicitation number
- W912WJ24Q0163
About this file
This document is an appendix that contains site photographs, lead testing results, a site plan, and information drawings related to the Gatehouse Service Bridge Painting contract opportunity at Ball Mountain Lake in Jamaica, Vermont.
The site photographs show the condition of the service bridge, railings, expansion joints, and other components that require painting. The lead testing results identify components containing lead-based paint, including bridge structural beams, railings, expansion joints, pipes, and door frames. The site plan provides a layout of the project area. The information drawings provide architectural and structural details for the intake tower, service bridge, and related components.
The federal contract opportunity requires furnishing labor, materials, and equipment to perform surface preparation and maintenance painting of approximately 625 linear feet of service bridge railings, 90 linear feet of gatehouse railings, the top flanges of the bridge girders, and four expansion joint cover plates. The magnitude of construction is between $100,000 and $250,000, and the procurement is set-aside for small businesses under NAICS code 238320 with a $19 million size standard. Vendors must have an active SAM.gov registration to be considered.
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| File | Type | Posted |
|---|---|---|
| Amendment W912WJ24Q0163-0002.pdf | ||
| Amendment W912WJ24Q0163-0001.pdf | ||
| Solicitation W912WJ24Q0163.pdf |
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Text version
GATEHOUSE SERVICE BRIDGE PAINTING
U.S. ARMY CORPS OF ENGINEERS
BALL MOUNTAIN LAKE
JAMAICA, VERMONT
STATEMENT OF WORK
Appendix A Site Photographs, Lead Testing Results & Site Plan
SITE PHOTOGRAPHS
Photo 1 - Overview of Service Bridge Deck and Service Bridge Railing Assemblies (Looking North)
Photo 2 - Overview of Service Bridge Deck and Service Bridge Railing Assemblies (Looking South)
Typical Service Bridge Railing assembly
Typical Top Flange of
Service Bridge
Typical Expansion Joint Cover Plate
Photo 3 – East Service Bridge Elevation
Photo 4 - West Service Bridge Elevation
Photo 5 - Overview of Front of Gatehouse and Exterior Gatehouse Railing Assemblies
Photo 6 - Overview of Gatehouse Railing Assembly Configuration
Typical Gatehouse Railing assembly
Photo 7 - Typical Gatehouse Railing Assembly Post Connection Detail
Photo 8 - Typical Condition of Service Bridge Railing Assembly
Photo 9 - Typical Service Bridge Railing Assembly Post Connection Detail
Photo 10 - Bridge Expansion Joint at North Abutment
Photo 11 – Bridge Expansion Joint at Girder A/Girder B Pin
Photo 12 – Bridge Expansion Joint at Girder A/Girder B' Pin
Photo 13 - Bridge Expansion Joint at South Abutment
May 8, 2024
LEAD TESTING RESULTS
CLIENT DRAFT SUMMARY REPORT
LEAD-CONTAINING PAINT SURVEYS
U.S. Army Corps of Engineers (USACE) Upper Connecticut River Basin | Various Locations
© 2017, Mabbett & Associates, Inc. 1 February 2017 Contract No. W912WJ-16-D-0004 TO#0003 APPENDIX D – BALL MOUNTAIN LAKE LCP INVENTORY Project No. R7063003.000.001 US Army Upper CT River Basin Lead Survey Report - FINAL DRAFT
Ball Mountain Lake On November 8, 2016, a limited LCP survey was performed at the Ball Mountain Lake location (Project office at 88 Ball Mountain Lane, Jamaica, VT 05343). During this survey eight (8) structures and one (1) bridge were surveyed and a total of 108 XRF readings were taken, including calibration checks. Building components testing positive for LCP are provided in the inventory below, along with their quantity, condition, substrate, color, and highest measured lead concentration. A photo log of each LCP component is also provided in this Appendix.
LCP Inventory Ball Mountain Lake
Project Office - 88 Ball Mountain Road, Jamaica, VT 05343
Sample # Building
BLD
# Component Substrate Condition Color
XRF
Result
(mg/cm2)
2nd XRF Result
(mg/cm2) Quantity Unit
BM1-
Gate House
Bridge
Structural Beam
Metal Damaged Silver >9.9 1 EA
BM1-
Gate House
23 Bridge Railing Metal Damaged Silver >9.9 1 EA
BM1-
Gate House
Bridge
Expansion Joint
Metal Damaged Silver 9.3 16.50 LF
BM1-
Gate House
23 External Heating Pipe
Metal Intact Silver 1.0 3 LF
BM1-
Gate House 23
Hydraulic Reservoir Metal Damaged Gray 0.4 10 LF
BM1-
Gate House
Interior Ladders
Metal Damaged Gray 0.4 1 EA
BM2-
Project Office
Bathroom
Water Pipes Metal Intact White 0.5 1 EA
BM3-
Bay Garage
25 Garage Door Frame
Metal Damaged White 6.6 26 LF
BM3-
Bay Garage 25 Window Sash Wood Damaged White 2.6 4.2 LF
BM3-
Bay Garage
25 Window Frame Wood Damaged White 0.7 8.3 LF
BM5-
Lower Shop
Paint Locker Door Frame
Metal Intact White 2.2 17.66 LF
BM5-
Lower Shop
27 Paint Locker Door
Metal Intact White >9.9 17.16 LF
BM5-
Lower Shop
Yellow Step
Marker Metal Damaged Yellow 0.4 5.16 LF
BM7-
Upper South
Restroom 29 Well Pipe Metal Intact Green 0.4 2 LF
BM8-
Lower South Side
Restroom
30 Privacy Fence Bracket
Metal Damaged Brown 0.5 0.82 LF
E6ODUSSB
Highlight
SITE PLAN
INFORMATION DRAWINGS
| Appendix A P1 |
| Appendix A |
| SITE PHOTOGRAPHS |
| LEAD TESTING RESULTS |
| SITE PLAN |
| INFORMATION DRAWINGS |
| CT-1-4194-41 - INTAKE TOWER ARCHITECTURAL PLANS & DETAILS |
| CT-1-4195-42 - INTAKE TOWER ARCHITECTURAL ELEVATION, SECTIONS & DETAILS |
| CT-1-4417-69 - ELECTRICAL DISTRIBUTION SERVICE BRIDGE DETAILS |
| CT-1-4422-73 - SERVICE BRIDGE STRUCTURAL DETAILS NO. 1 |
| CT-1-4423-74 - SERVICE BRIDGE STRUCTURAL DETAILS NO. 2 |
| CT-1-4424-75 - SERVICE BRIDGE STRUCTURAL DETAILS NO. 3 |
| CT-1-4425-76 - SERVICE BRIDGE PIERS AND ABUTMENT DETAILS STEEL REINFORCEMENT |
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