C04b_Att 2-Plans_12445526Q0126.pdf
PDF 2 MB Posted
- Attached to
- GMF Hapgood Pond Dam Spillway Bridge Support Federal contract opportunity
- Solicitation number
- 12445526Q0126
- Issued by
- Department of Agriculture Forest Service
About this file
This is a technical design specification and construction drawing set for the Hapgood Pond Dam Spillway Bridge Support project located in Peru, Vermont, under the jurisdiction of the United States Department of Agriculture Forest Service, Green Mountain National Forest, Manchester Ranger District.
The project work includes cleaning and preparing existing concrete wingwall surfaces, drilling and grouting rebar into existing concrete, placing new rebar and forms, and placing new concrete bridge supports. All materials and construction must conform to the US Department of Transportation Federal Highway Administration Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24, with U.S. customary units and latest revisions, plus supplemental specifications. The concrete must meet or exceed 4,500 PSI compressive strength based on standard 28-day cylinder tests. Reinforcing steel shall be ASTM A615 Grade 60 deformed rebar. The contractor must submit placement procedures and mix designs for Contracting Officer Representative (COR) approval prior to construction. General requirements include providing a spill prevention plan and spill kit on-site, ensuring all soil-moving equipment is cleaned of invasive species prior to delivery, restoring any disturbed areas outside the work limits, and disposing of waste materials at approved off-site locations. Epoxy bonding agents must be applied to existing concrete surfaces where new concrete will be applied, and silane waterproofing must be applied to all exposed concrete surfaces. A 3-inch concrete clear cover is standard unless otherwise noted, with 1-inch chamfers on all exposed concrete edges. The project includes elevation views and cross-sectional details showing the placement of five #5 vertical rebar and six #5 horizontal rebar on both northern and southern wingwalls.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C08_QAmemo-12445526Q0126.pdf | ||
| C04_RFQ_12445526Q0126.pdf | ||
| C04a_Att 1-SOW_12445526Q0126.pdf | ||
| C04c_Att 3-Supp Specs_12445526Q0126.pdf | ||
| C04d_Att 4-DBAWD_VT20260049_12445526Q0126.pdf | ||
| C04e_Att 5-Fillable SOI_12445526Q0126.xlsx | XLSX spreadsheet |
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Text version
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
HAPGOOD POND DAM
FROM THE INTERSECTION WITH US 7 AND VT 11/30, TRAVEL EAST ON VT11 FOR 8.4 MILES TO THE
INTERSECTION WITH MAIN STREET. TRAVEL NORTH ALONG MAIN STREET FOR 0.3 MILES TO THE
INTERSECTION WITH HAPGOOD POND ROAD. TRAVEL 1.7 MILES NORTH ALONG HAPGOOD POND ROAD
TO HAPGOOD POND RECREATION AREA.
SPILLWAY BRIDGE SUPPORT
3/1 1/2
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STATE OF VERMONT
BENNINGTON COUNTY
(R09) EASTERN REGION
GREEN MOUNTAIN NATIONAL FOREST
MANCHESTER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET 03/02/2026
2 - 3 GENERAL NOTES 3/2/2026
4 ELEVATION VIEW 3/2/2026
5 CROSS SECTION 3/2/2026
PROJECT LOCATION:
PERU, VERMONT
PROJECT LOCATION
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CANADA
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ORLEANS
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ESSEX
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WASHINGTON
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LAMOILLE
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FRANKLIN
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GRAND ISLE
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ADDISON
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CHITTENDEN
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ORANGE
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CALEDONIA
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WINDSOR
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RUTLAND
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BENNINGTON
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WINDHAM
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NEW YORK
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MASSACHUSETTS
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NEW HAMPSHIRE
GENERAL NOTES:
1. THE PROJECT WORK SHALL GENERALLY INCLUDE, BUT IS NOT
LIMITED TO: CLEANING AND PEREPARING THE EXISTING CONCRETE
WINGWALL SURFACE, DRILLING AND GROUTING REBAR INTO
EXISTING CONCRETE, PLACING REBAR AND FORMS, AND PLACING
NEW CONCRETE BRIDGE SUPPORTS.
2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE US
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION
OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-24,
U.S. CUSTOMARY UNITS AND ITS LATEST REVISION; AND ALL
SUPPLEMENTAL SPECIFICATIONS ATTACHED TO THIS TASK ORDER.
3. DIMENSIONS, ANGLES, BEARINGS, AND ELEVATIONS OF THE EXISTING
FEATURES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM
LIMITED FIELD REVIEW AND AS-BUILT DRAWINGS AND MAY NOT
ACCURATELY REFLECT ACTUAL FIELD CONDITIONS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR MAKING FIELD
MEASUREMENTS OF ALL EXISTING FEATURES IMPACTED BY THE NEW
WORK TO ASSURE CONSISTENCY WITH THE MODIFICATIONS
PROPOSED. ANY DISCREPANCIES IN DIMENSIONS, CHARACTER, OR
EXTENT OF THE EXISTING FEATURES SHALL BE BROUGHT TO THE
ATTENTION OF THE COR BEFORE ADVANCING THE WORK.
4. ALL DIMENSIONS ARE HORIZONTAL OR VERTICAL, AND ARE GIVEN AT
68 DEGREES FAHRENHEIT, UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL REVIEW AND UNDERSTAND ALL
APPLICABLE ENVIRONMENTAL PERMITS AND SHALL ENSURE THAT
ALL CONSTRUCTION CONDITIONS ARE MET.
6. THE CONTRACTOR SHALL PROVIDE A SPILL PREVENTION PLAN AND
SHALL PROVIDE A SPILL KIT ON SITE AT ALL TIMES DURING
CONSTRUCTION. THIS SHALL BE PAID FOR INCIDENTAL TO ALL
OTHER CONTRACT ITEMS.
7. ALL SOIL MOVING EQUIPMENT SHALL BE THOROUGHLY CLEANED TO
MAKE IT FREE OF SOIL, NON-NATIVE INVASIVE SPECIES, OR OTHER
DEBRIS THAT COULD CONTAIN OR HOLD SEEDS PRIOR TO BEING
DELIVERED TO THE PROJECT SITE. EQUIPMENT SHALL BE
CONSIDERED FREE OF NON-NATIVE OR INVASIVE SPECIES AND
OTHER SUCH DEBRIS WHEN A VISUAL INSPECTION BY THE COR,
COMPLETED PRIOR TO THE EQUIPMENT BEING MOVED TO THE SITE,
DOES NOT DISCLOSE SUCH MATERIAL PRESENT. A CURRENT LIST OF
NON-NATIVE INVASIVE SPECIES OF CONCERN TO THE FOREST
SERVICE IS AVAILABLE UPON REQUEST.
AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE
SERVICE IS AVAILABLE UPON REQUEST.
8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE
CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE
CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
9. ALL WASTE MATERIAL, EXCEPT AS NOTED, INCLUDING UNUSED
EXCAVATED MATERIAL, SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE DISPOSED OF OFF U.S. GOVERNMENT
(NATIONAL FOREST) LAND AT AN APPROVED LOCATION. THERE ARE
NO GOVERNMENT DISPOSAL SITES OR PITS.
10. CONCRETE SHALL MEET OR EXCEED 4500 PSI COMPRESSIVE
STRENGTH BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN
STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE
NOT AVAILABLE.
11. CONTRACTOR SHALL SUBMIT PLACEMENT PROCEDURE AND MIX
DESIGN TO COR FOR APPROVAL PRIOR TO STARTING
CONSTRUCTION.
12. REINFORCING STEEL: DEFORMED REINFORCING BARS SHALL
CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING BAR
DIMENSIONS ON THE DETAILED DRAWINGS ARE TO CENTERS OF
BARS EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN TO FACE OF
CONCRETE OR OTHER SURFACE. ALL REINFORCING BAR DIMENSIONS
ARE SUBJECT TO FABRICATION AND CONSTRUCTION TOLERANCES IN
ACCORDANCE WITH THE LATEST CRSI MANUAL OF STANDARD
PRACTICE.
15. UNLESS OTHERWISE NOTED, CONCRETE CLEAR COVER SHALL BE 3".
16. PROVIDE 1'' CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE
UNLESS OTHERWISE NOTED.
17. CAREFULLY CLEAN ALL EXISTING CONCRETE SURFACES REMOVING
ANY LOOSE CONCRETE AND DEBRIS AND APPLY AN EPOXY BONDING
AGENT TO THE SURFACE WHERE THE NEW CONCRETE WILL BE
APPLIED. EPOXY BONDING AGENT SHALL BE APPROVED BY THE COR
AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.
ALL ASSOCIATED WORK SHALL BE PAID FOR INCIDENTAL TO 55201,
"STRUCTURAL CONCRETE, CLASS A".
SILANE WATERPROOFING SHALL BE APPLIED TO ALL EXPOSED
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/2
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(R09)
EASTERN REGION
HAPGOOD POND
DAM SPILLWAY
BRIDGE
SUPPORT
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
GENERAL NOTES
3/2/2026
B.C. AUSTIN
B.C. AUSTIN
D. DONAHUE
G-01 2 5
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"STRUCTURAL CONCRETE, CLASS A".
18. SILANE WATERPROOFING SHALL BE APPLIED TO ALL EXPOSED
CONCRETE SURFACES. SILANE PRODUCT SHALL BE APPROVED BY
THE COR AND SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. THE COSTS FOR
FURNISHING, TRANSPORTING, HANDLING, AND PLACING THE
MATERIAL SPECIFIED AND FOR FURNISHING ALL LABOR, TOOLS,
EQUIPMENT, AND INCIDENTALS NECESSARY TO COMPLETE THE
WORK SHALL BE INCIDENTAL TO THE CONCRETE ITEM.
19. ALL REINFORCING BAR COSTS SHALL BE PAID UNDER ITEM 55401,
"REINFORCING STEEL".
20. THE COST FOR DRILLING AND GROUTING DOWELS INTO EXISTING
CONCRETE SHALL BE INCIDENTAL TO 55201, "STRUCTURAL
CONCRETE, CLASS A".
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/2
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(R09)
EASTERN REGION
HAPGOOD POND
DAM SPILLWAY
BRIDGE
SUPPORT
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
GENERAL NOTES
3/2/2026
B.C. AUSTIN
B.C. AUSTIN
D. DONAHUE
G-02
3 5SOUTHERN WINGWALL
PHOTO
SOUTHERN
WINGWALL
NORTHERN
WINGWALL
SITE LOCATION
NOT TO SCALE
NORTHERN WINGWALL
PHOTO
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4'-0"
5'-0"
4'-0"
5'-0"
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(5) #5 REBAR AS SHOWN
DRILL AND GROUT INTO
EXISTING CONCRETE
(5) #5 VERTICAL REBAR
AS SHOWN, DRILL AND
GROUT INTO EXISTING
CONCRETE
(6) #5 HORIZONTAL
REBAR AS SHOWN
(5) #5 REBAR AS SHOWN
DRILL AND GROUT INTO
EXISTING CONCRETE
(5) #5 VERTICAL REBAR
AS SHOWN, DRILL AND
GROUT INTO EXISTING
CONCRETE
(6) #5 HORIZONTAL
REBAR AS SHOWN
ELEVATION
SOUTHERN WINGWALL
NOT TO SCALE
ELEVATION
NORTHERN WINGWALL
NOT TO SCALE
A
EXISTING
DECK
A
A
A
3" CLR
TYP
3" CLR
TYP
SPILLWAY SURFACE
SPILLWAY SURFACE
BOTTOM OF DECK BOTTOM OF DECK
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/2
6 1 5:
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(R09)
EASTERN REGION
HAPGOOD POND
DAM SPILLWAY
BRIDGE
SUPPORT
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
ELEVATION VIEW
3/2/2026
B.C. AUSTIN
B.C. AUSTIN
D. DONAHUE
S-01 4 5
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V
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S
0'-6"
1'-0"
THOROUGHLY CLEAN SURFACE
REMOVING ALL LOOSE CONCRETE
AND APPLY EPOXY BONDING
AGENT TO ALL SURFACES OF
EXISTING CONCRETE
#5 REBAR AS SHOWN
DRILL AND GROUT INTO
EXISTING CONCRETE
EXISTING
DECK
EXISTING
WINGWALL
SPILLWAY
SURFACE
#5 REBAR
AS SHOWN
SECTION A-A
NOT TO SCALE
6"
BOTTOM OF DECK
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/2
6 1 5:
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(R09)
EASTERN REGION
HAPGOOD POND
DAM SPILLWAY
BRIDGE
SUPPORT
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
CROSS SECTION
3/2/2026
B.C. AUSTIN
B.C. AUSTIN
D. DONAHUE
S-02 5 5
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| Sheets and Views |
| PLOT |
| OLE1 |
| Hapgood Dam Bridge-ELEVATION.pdf |
| Sheets and Views |
| ELEVATION |
| OLE1 |
| Hapgood Dam Bridge-GENERAL NOTES 1.pdf |
| Sheets and Views |
| GENERAL NOTES 1 |
| OLE1 |
| Hapgood Dam Bridge-GENERAL NOTES 2.pdf |
| Sheets and Views |
| GENERAL NOTES 2 |
| OLE1 |
| Hapgood Dam Bridge-XSEC.pdf |
| Sheets and Views |
| XSEC |
| OLE1 |
File details come from the government source that posted it. Updated .