Amendment 0001 W912BU24B0014-Dwgs.pdf
PDF 7 MB Posted
- Solicitation number
- W912BU-24-B-0014
About this file
This document is an amendment to a federal solicitation (W912BU-24-B-0014) issued by the U.S. Army Corps of Engineers Philadelphia District for Lead Paint Abatement and Painting services at the Beltzville Dam in Lehighton, PA and the Blue Marsh Dam in Leesport, PA.
The work includes the removal of lead-based paint and repainting of various structural elements, piping, equipment, and surfaces at both dam facilities. At Beltzville Dam, this encompasses the elevator shaft framing and water supply line. At Blue Marsh Dam, the work covers the service bridge, including the girders, stiffeners, access hatches, fuel tank, and utility components. All hazardous materials will be disposed of per USACE standards. The solicitation is set aside for HUBZONE businesses, and the NAICS code is 562910 - Lead Paint Abatement. Bids are due by June 26, 2024. Contractors must be registered in SAM and the Vet Biz Registry.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 0002.pdf | ||
| Amendment 0001 W912BU24B0014-Specs.pdf | ||
| W912BU24B0014-RTA-Specs.pdf | ||
| Wage Rate - Davis Bacon PA20240006.pdf | ||
| W912BU-24-B-0014.pdf |
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Text version
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
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US Army Corps of Engineers
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24 JAN 2024
W912BU24B0014
BELTZVILLE DAM, LEHIGHTON, PENNSYLVANIA
LEAD-BASED PAINT ABATEMENT AND PAINTING
AND BLUE MARSH DAM, LEESPORT, PENNSYLVANIA
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G-001
LOCATION MAP
OF WORK
LOCATION
N
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH
CAMERON P. CHASTEN, P.E.
SUBMITTED:
CHIEF, ENGINEERING BRANCH
BARBARA F. MOFFATT P.E
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
ANDREW J. SCHWAIGER, P.E.
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH
CAMERON P. CHASTEN, P.E.
SUBMITTED:
CHIEF, ENGINEERING BRANCH
BARBARA F. MOFFATT P.E
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
ANDREW J. SCHWAIGER, P.E.
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, BRIDGE INSPECTION RCX & STRUCTURES BRANCH
CAMERON P. CHASTEN, P.E.
SUBMITTED:
CHIEF, ENGINEERING BRANCH
BARBARA F. MOFFATT P.E
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
ANDREW J. SCHWAIGER, P.E.
LIST OF DRAWINGS
SHEET
NUMBER
SHEET
REFERENCE
NUMBER
DESCRIPTION
GENERAL
1 G-001
LIST OF DRAWINGS, LIST OF REFERENCE
DRAWINGS, AND VICINITY AND LOCATION
MAPS
STRUCTURAL
2 S-001
SYMBOLS, ABBREVIATIONS AND GENERAL
NOTES
3 S-002
BELTZVILLE DAM- WATER SUPPLY LINE AND
ELEVATOR FRAMING
4 S-003 BLUE MARSH DAM- SERVICE BRIDGE
REFERENCE
5 R-001 BELTZVILLE DAM- WATER SUPPLY LINE
6 R-002 BELTZVILLE DAM- ELEVATOR FRAMING
7 R-003 BLUE MARSH DAM- SERVICE BRIDGE I
8 R-004 BLUE MARSH DAM- SERVICE BRIDGE II
- SPAN DIRECTION
- STEEL MOMENT CONNECTION
- STEP IN SLAB
- RECESS IN SLAB
- OPENING IN FLOOR/ROOF
- EARTH
- GRAVEL
- GROUT/SAND
- STEEL
- BEARING WALL
- CMU WALL
CMU
- VOID FORM
(FRONT VIEW)
OPEN
- DEPRESSION IN FOUNDATION WALL
- VOID FORM
(SECTION VIEW)
BRG WALL
NO HATCH
- ELEVATION SYMBOL
HATCH PATTERNS
- CONCRETE
SYMBOLS
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
SECTION IDENTIFICATION NUMBER
CALLOUT AREA VIEW
X
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
SCALE: PER PLAN
GRID LINE
SCALE:
VIEW NAME
X/X":1'-0"
X-101
DRAWING SHEET MATCHING
REFERENCE NUMBER
GRID IDENTIFICATION
(ALPHA OR NUMERIC)
DETAIL SHEET
REF NUMBER
CALLOUT VIEW
IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
VIEW SCALE
X-101
REVISION CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION IDENTIFICATION SYMBOL
(NUMERIC)
AMENDMENT IDENTIFICATION
SYMBOL (ALPHA)
1 a
DRAWING SHEET SYMBOLS
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
CALLOUT SYMBOL
GRID SYMBOL
MATCHLINE SYMBOLGRAPHIC BAR SCALE SYMBOL
PRIMARY
SCALE
EXTENSION
SCALE
X X X X X
DIRECTION OF
MAGNETIC NORTH
NORTH SYMBOLS
N
NORTH
PLAN
TYPICAL
NORTH
PLAN
NORTH
GENERAL NOTES:
1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.
COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE
REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.
2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±XXXXX].
REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM. COORDINATE THE
ACTUAL DATUM ELEVATION WITH THE FINAL CIVIL CONSTRUCTION DRAWINGS FOR
THE ACTUAL SITE.
3. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO
THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE
AFFECTED.
4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE
SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE
THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE
APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE
SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE
DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.
5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED
STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO
ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL
WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY,
ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, FORMWORK AND
OTHER TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND SEQUENCES AND
SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP
DRAWINGS UNDER ANY CIRCUMSTANCE.
8. THE UNIT OF MEASURE ASSOCIATED WITH DIMENSIONS AND ELEVATIONS IS
FEET (ft) UNLESS OTHERWISE NOTED.
9. ALL BUILDINGS WALL DIMENSION AND LOCATIONS SHALL BE COORDINATE WITH
ARCHITECTURAL DRAWINGS.
DESIGN NOTES:
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND
SPECIFICATIONS:
A. 2009 INTERNATIONAL BUILDING CODE (IBC)
B. ASCE 7-10, BUILDING CODE REQUIREMENTS MINIMUM DESIGN
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WITH
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LONG LEG HORIZONTAL
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TOP & BOTTOM
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TOP OF CAISSON
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TOP OF CONCRETE
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TOP OF SLAB
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TOP OF STEEL
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TOP OF WALL
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TRUSS BEARING
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TONGUE AND GROOVE
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PRELIM
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OUTSIDE DIAMETER
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MEZZANINE
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LINEAR FOOT
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MINIMUM
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MISC
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MIN
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LIGHT
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LIGHT WEIGHT
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LAYOUT POINT
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LEFT HAND
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JOINT
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OPPOSITE HAND
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NOT IN CONTRACT
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NORTH
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NORMAL WEIGHT
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PERPENDICULAR
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STRUCTURAL
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STANDARD
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STRUCT
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STEEL
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STAGGERED
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TOL
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SPECIFICATIONS
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VERT
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ABBREVIATIONS
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COMPLETE JOINT PENETRATION
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PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4
PHOTO 5 PHOTO 7 PHOTO 8
PHOTO 6
GENERAL PHOTO OF WATER SUPPLY LINE
W/ LBP ON ENTIRETY OF METAL SUBSTRATE.
WATER SUPPLY LINE AT BRASS PLUG VALVE.
LBP ON TAP AND BRASS PLUG VALVE.
WATER SUPPLY LINE AT OUTFLOW.
LBP ON PLUG VALVE AND 10"X14"
REDUCER.
WATER SUPPLY LINE AT INFLOW.
LBP ON ENTIRETY OF METAL SUBSTRATE.
GENERAL PHOTO OF ELEVATOR FRAMING
BEGINNING AT ELEVATION 519 TO 672.
LBP ON ENTIRETY OF BENTS OF
ELEVATOR BRACING. BENTS CONTINUE
FOR FULL HIEGHT OF BRACING.
LBP AND LBP FAILURE AT ELEVATOR
BRACING CLOSEST TO STAIRWELL (TYP).
BOLTED CONNECTION WITH FAILING
LBP ON METAL SUBSTRATE.
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D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
PHILADELPHIA
S-002
B E
L T
Z V
I L
M
L
E H
I G
H T
O N
P
A
A
N D
B L
R
M
B
E R
N
P
A
L E
A D
B
A S
I N
T
A
B A
T E
M E
I N
T I N
G
B E
L T
Z V
I L
W
A T
P
P L
Y
L
I N
E
A N
D
E
L E
V A
T O
R
F
R A
M I N
G
S
I N
T I N
G
A
A
D
P
A I N
T
A
B A
T E
M E
N T d w g
N
W
B U
B
P H
I L A
D E
L P
H I A
P H
I L A
D E
L P
H I A
P
A
A
R C
H
S
T R
E
I L A
D E
L P
H
S
T R
I C
T
M
Y
C
O R
P
O
F
E
N G
I N
E E
A E
W A
N T
S
NOTES:
1. REMOVE ALL LBP ON WATER SUPPLY LINE SURFACES, PLUG VALVES, REDUCER, TAP, CONNECTION FLANGES, THRUST SUPPORT, AND ACCESS HATCH.
2. REMOVE ALL LBP ON ELEVATOR FRAMING BENTS, BRACING, CONNECTIONS, AND ANCHOR PLATES BETWEEN ELEVATIONS 519.00 AND 672.00.
3. COMMERCIAL BLAST CLEAN ALL SURFACES.
PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4
PHOTO 5 PHOTO 7 PHOTO 8
PHOTO 6
GENERAL VIEW OF BLUE MARSH SERVICE
BRIDGE. LBP ON GIRDERS, FLOOR BEAMS,
BEARINGS, JOINT PLATES, ACCESS
HATCHES, FUEL TANK AND SUPPORTS,
AND CONDUITS AND SUPPORTS.
LBP ON MAIN GIRDERS OF BLUE MARSH
SERVICE BRIDGE.
LBP ON MAIN GIRDERS AND UTILITY
CONDUITS.
LBP ON INTERMEDIATE DIAPHRAGMS.
LBP ON BEARINGS AT ABUTMENT. LBP ON BEARINGS AT CENTER PIER. LBP AT FUEL TANK AND SUPPORTING ASSEMBLY.
LBP ON JOINT PLATES AND TWO 18
" X18
ACCESS HATCHES.
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
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B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
PHILADELPHIA
S-003
B E
L T
Z V
I L
M
L
E H
I G
H T
O N
P
A
A
R
M
B
E R
N
P
A
L E
A D
B
A S
I N
T
A
I N
T I N
G
B L
R
M
S
E R
V I C
E
B
R I D
G E
S
I N
T I N
G
A
A
D
P
A I N
T
A
B A
T E
M E
N T d w g
N
W
B U
B
P H
I L A
D E
L P
H I A
P H
I L A
D E
L P
H I A
P
A
A
R C
H
S
T R
E E
T
P H
I L A
D E
L P
H
S
T R
I C
T
M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
E W
A E
W A
N T
S
NOTES:
1. REMOVE ALL LBP ON SERVICE BRIDGE PRIMARY BEAMS, DIAPHRAGM BRACING, STIFFENER PLATES, BEARING PADS, TWO ACCESS HATCHES, JOINT PLATES, CONDUITS AND HANGER SUPPORTS, AND FUEL TANK AND SUPPORTS,
2. COMMERCIAL BLAST CLEAN ALL SURFACES.
SUPPLY LINE IS LOCATED
IN CONCRETE VAULT.
ONLY PORTION OF WATER
SUPPLY LINE IN CONCRETE
VAULT IS TO RECEIVE LBP
ABATEMENT AND PAINTING.
REMOVE LBP, PRIME AND PAINT
WATER SUPPLY LINE SYSTEM
(SEE DRAWING S-003) (PHOTO 1)
REMOVE LBP, PRIME AND PAINT AT
COVER PLATE OF TEE AND BRASS PLUG VALVE.
POWER WASH IF NECESSARY.
(SEE DRAWING S-003) (PHOTO 2)
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DISTRICT
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I O
N
N
U M
B E
R
F I
M
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M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
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V I E
W E
D
B
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S
B
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P L O
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C A
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C K
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B
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W A
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B L
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B
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A
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P
A
A
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A D
B
A S
I N
T
A
B A
T E
M E
I N
T I N
G
R-001
PHILADELPHIA
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
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U S
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C
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I N
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D I S
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W E
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B
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P L O
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W A
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C
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P
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S
T R
E
I L A
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P
A
P H
I L A
D E
L P
H I A
W
B U
B
N
R
E
V A
T O
R
F
R A
M I N
G
B
E L
T Z
V I L
L E
D
W G
B E
L T
Z V
I L
M
E
L E
V A
T O
R
F
R A
M I N
G
B L
R
M
B
E R
N
P
A
B E
L T
Z V
I L
M
L
E H
I G
H T
O N
P
A
A
N D
L E
A D
B
A S
I N
T
A
B A
T E
M E
I N
T I
R-002
REMOVE LBP, PRIME AND PAINT AT
ELEVATOR FRAMING FROM ELEV.
519 TO 672. POWER WASH IF NECESSARY.
(SEE DRAWING S-003) (PHOTO 5)
REMOVE LBP, PRIME AND PAINT AT
BENTS OF ELEVATOR FRAMING.
POWER WASH IF NECESSARY.
(SEE DRAWING S-003) (PHOTO 8)
REMOVE LBP, PRIME AND PAINT AT
BENTS AT BOLTED ANGLE CONNECTIONS. POWER WASH
IF NECESSARY(SEE DRAWING S-003) (PHOTO 5)
REMOVE LBP, PRIME AND PAINT AT
BENTS AT BOLTED ANGLE CONNECTIONS.
POWER WAS IF NECESSARY (SEE DRAWING S-003)
REMOVE LBP, PRIME AND PAINT AT MAIN
GIRDERS AND EXPANSION BEARINGS.
POWER WASH IF NECESSARY.
(SEE DRAWING S-004) (PHOTO 2)
REMOVE LBP, PRIME, AND PAINT AT DIAPHRAGMS
AND FUEL TANKS. POWER WASH IF NECESSARY.
(SEE DRAWINGS S-004) (PHOTO 4)
REMOVE LBP, PRIME AND PAINT FIXED AND EXPANSION
BEARINGS. POWER WASH IF NECESSARY.
(SEE SHEET S-004) (PHOTO 7)
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1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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N
U M
B E
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F I
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C O
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SHEET NUMBER
B Y
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S C
R I P
T I O
N A
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N S
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S U
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U B
M I T
T A
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D
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U S
A
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C
O R
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N G
I N
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R S
D I S
T R
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T
D W
N
B
Y
R E
V I E
W E
D
B
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S
B
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P L O
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B
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W A
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C
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P
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F
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N G
I N
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P H
I L A
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L P
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S
T R
I C
T
A
R C
H
S
T R
E E
T
P H
I L A
D E
L P
H I A
P
A
P H
I L A
D E
L P
H I A
W
B U
B
N
R
R
V I C
E
B
R I D
L U
E
M
A R
S H
D
W G
B L
R
M
S
E R
V I C
E
B
R I D
L
R
M
B
E R
N
P
A
B E
L T
Z V
I L
M
L
E H
I G
H T
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P
A
A
N D
L E
A D
B
A S
I N
T
A
B A
T E
M E
I N
T I N
G
R-003
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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A T
I O
N
N
U M
B E
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M A
R K
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C O
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SHEET NUMBER
B Y
D E
S C
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T I O
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N S
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I S
S U
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U B
M I T
T A
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D
A T
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U S
A
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C
O R
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N G
I N
E E
R S
D I S
T R
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D W
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B
Y
R E
V I E
W E
D
B
Y
D E
S
B
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P L O
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C A
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C K
D
B
Y
N T
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E W
A E
W A
M
Y
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O R
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O
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N G
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R S
P H
I L A
D E
L P
H
S
T R
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T
A
R C
H
S
T R
E E
T
P H
I L A
D E
L P
H I A
P
A
P H
I L A
D E
L P
H
B U
B
N
R
R
V I C
E
B
R I D
B
L U
E
M
A R
S H
D
W G
B L
R
M
S
E R
V I C
E
B
R I D
A N
D
B
L U
E
M
A R
M
B
E R
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R-004
| Sheets and Views |
| G-001 COVER SHEET-G-001 COVER SHEET |
| S-001 GENERAL INFORMATION SHEET-GENERAL INFORMATION SHEET |
| S-002 PAINTING AND LEAD PAINT ABATEMENT-LBP ABATEMENT- BELTZVILLE ELEVATOR FRAMING AND WATER SUPPLY LINE |
| S-003 PAINTING AND LEAD PAINT ABATEMENT-LBP ABATEMENT- BLUE MARSH SERVICE BRIDGE |
| R-001 WATER SUPPLY LINE - BELTZVILLE-R-001 WATER SUPPLY LINE - BELTZVILLE |
| R-002 ELEVATOR FRAMING - BELTZVILLE-R-002 ELEVATOR FRAMING - BELTZVILLE |
| R-003 SERVICE BRIDGE - BLUE MARSH-R-003 SERVICE BRIDGE - BLUE MARSH |
| R-004 SERVICE BRIDGE II - BLUE MARSH-R-004 SERVICE BRIDGE II - BLUE MARSH |
| 2024-03-13T14:03:00-0400 | |
| LEUNIG.CARL.D.1283635445 |
| 2024-03-14T08:01:45-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
File details come from the government source that posted it. Updated .