Plans - VI DPW STX(001).pdf
PDF 23 MB Posted
- Solicitation number
- 693C73-23-B-000007
About this file
This federal solicitation seeks sealed bids from certified small business concerns for the Temporary Bridge and Structural Repairs at 3 Bridges project in St. Croix, U.S. Virgin Islands. The project consists of installing three temporary bridges and conducting structural repairs, including embankment construction, aggregate base, approach work, riprap placement, guardrail installation, pavement marking, and other miscellaneous work. The cost of the entire project is expected to fall between $2,000,000 to $5,000,000. Bid documents were issued on or about February 9, 2023, with bid due date and location specified on the SF 1442 form in Block 13a of the solicitation. Interested vendors must register at www.sam.gov to receive email notifications when documents are added or updated. Annual Representations and Certifications must be completed at www.sam.gov and Form VETS-4212 at http://www.dol.gov/vets/vets4212.htm. The solicitation number is 693C73-23-B-000007 and was issued by the Department of Transportation Federal Highway Administration.
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Text version
R01
/1
/2 fh fl fi le s e rv e .f lh d .f h w a .d o t.
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N A
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GENERAL NOTES
INDEX OF BRIDGE PLAN SHEETS
Steel Girder Bridge Alternative Typical Section
Truss Bridge Alternative Typical Section
Plan and Elevation (Structure 2902-020P)
Site Plan (Structure 2902-020P)
Plan and Elevation (Structure 2902-014P)
Site Plan (Structure 2902-014P)
Plan and Elevation (Structure 2902-004P)
Site Plan (Structure 2902-004P)
General Notes and Index
SHEET NO. SHEET TITLE
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
GENERAL NOTES:
N/A
Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.
Construction:
AASHTO LRFD Bridge Design Specifications, 9 Edition, 2020
Design:
SPECIFICATIONS:
th
2902-004P, 2902-014P, 2902-020P
SCOPE OF WORK
Provide 2-inch cover for reinforcing steel unless otherwise noted.
Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.
Reinforcing Steel:
Concrete:
- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete
Furnish Class A(AE) concrete with f'c = 4.5 ksi at 28 days.
MATERIALS:
Furnish all structural steel conforming to ASTM A572, grade 50 steel.
Structural Steel:
Dead Load:
Concrete: 150 pcf
DESIGN LOADS:
Vehicle live load: HL-93
Live Loads:
Verify subgrade bearing pressure prior to casting footing
Assume a subgrade bearing pressure of 4 ksf
Footings:
The Contractor is responsible for the stability of the structure during the construction phase.
and locate all utilities before proceeding work.
surrounding area, adjust dimensions of the work to fit existing conditions. Contact utility companies of the proposed work in this contract are dependent on the dimensions of configuration of the
Verify all controlling field dimensions before ordering or fabricating any material. Where dimensions
CONSTRUCTION:
over existing structure.
- Design and install a two-lane temporary bridge and foundation
- Partially demolish concrete parapet from existing structure.
Structure Number 2902-020P - Route 669 Culvert over existing structure.
- Design and install a two-lane temporary bridge and foundation
- Remove guardrail from existing structure.
Structure Number 2902-014P - Route 70 Bridge
Schedule B over existing structure.
- Design and install a one-lane temporary bridge and foundation
Structure Number 2902-004P - Route 7025 Bridge
Schedule A
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
R02 fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
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C ro ix \D
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B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-004P)
SITE PLAN
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
" = 1'-0"8
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
2902-004P
C r e e k
N
C Structure
C Route 7025L
Existing sidewalk
Begin Bridge
Sta. 302+21.62 Sta. 302+71.78
End Bridge
Notes:
system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
The bridge and foundation system shown on this sheet are for 1.
Bridge Length: 50'-2"
L
(Typ.)
Existing guardrail
302+00 303+00
50'-2"
SCHEDULE A
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R03
Bridge Length: 50'-2"
N fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
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C T
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S T
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\V I\
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B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-004P)
PLAN AND ELEVATION
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
Notes:
D01.
4. For additional information on the proposed ramp, see sheet system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
3. The bridge and foundation system shown on this sheet are for
BRIDGE ALTERNATIVE TYPICAL SECTION" sheets.
BRIDGE ALTERNATIVE TYPICAL SECTION" and "STEEL GIRDER
For details on temporary bridge alternatives, see "TRUSS 2.
bridge deck.
Set low chord of new temporary bridge 6" above existing 1.
3" = 1'-0"
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
-5
PLAN
ELEVATION
2902-004P
50'-2"
C Roadway
11'-6" east of
Existing ground
C Roadway
19'-3" west of
Existing ground to remain
Existing structure
(Typ.) (See Note 4)
Proposed ramp joint (Typ.)
±1" Expansion
C Structure
C Route 7025L
L
50'-2"
Begin Bridge
Elev. XX.XX (See Note 1)
Sta. 302+21.62 Elev. XX.XX (See Note 1)
Sta. 302+71.78
End Bridge profile
Existing
L
L
302+20 302+40 302+60 302+80
Abutment 1 Abutment 2
SCHEDULE A
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R04
Bridge Length: 60'-2" fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
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\V I\
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B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-014P)
SITE PLAN
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
" = 1'-0"2
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
2902-014P
5 6
0 5
N
Sta. 102+44.93
End BridgeBegin Bridge
Sta. 101+84.77 C Structure
C Route 70L
L
G u t
60'-2"
Notes:
system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
The bridge and foundation system shown on this sheet are for 1.
101+00 102+00 103+00
SCHEDULE B
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R05
Bridge Length: 60'-2" fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
S T
A T
E D
O T
\V I\
S t_
C ro ix \D
P W
S T
X
B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-014P)
PLAN AND ELEVATION
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
Notes:
necessary for the installation of the new temporary bridge.
5. Remove existing guardrail system from existing bridge as
D03.
4. For additional information on the proposed ramp, see sheet system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
3. The bridge and foundation system shown on this sheet are for
BRIDGE ALTERNATIVE TYPICAL SECTION" sheets.
BRIDGE ALTERNATIVE TYPICAL SECTION" and "STEEL GIRDER
For details on temporary bridge alternatives, see "TRUSS 2.
bridge deck.
Set low chord of new temporary bridge 6" above existing 1.
" = 1'-0"2
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
PLAN
ELEVATION
2902-014P existing structure
Remove guardrail from
N
C Roadway
13'-8" north of
Existing ground
C Roadway
13'-2" south of
Existing ground
60'-2"
C Structure
C Route 70L
LElev.XX.XX (See Note 1)
Sta. 102+44.93
Elev.XX.XX (See Note 1)
Sta. 101+84.77
End BridgeBegin Bridge exsiting structure (Typ.)
Remove guardrail from
(Typ.) (See Note 4)
Proposed ramp
60'-2" to remain
Existing structure
L L joint (Typ.)
±1" Expansion
102+00101+80101+60 102+20 102+40 102+60
Abutment 1 Abutment 2
SCHEDULE B
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R06
Bridge Length: 70'-2" fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
S T
A T
E D
O T
\V I\
S t_
C ro ix \D
P W
S T
X
B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-020P)
SITE PLAN
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
" = 1'-0"2
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
2902-020P
Begin Bridge
Sta. 201+58.82
Sta. 202+28.99
End Bridge
Notes:
system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
The bridge and foundation system shown on this sheet are for 1.
N
201+00 202+00
203+00
70'-2"
SCHEDULE B
C Structure
C Route 669L
L
C a s tle B u r k G u t
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R07
Bridge Length: 70'-2" fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
S T
A T
E D
O T
\V I\
S t_
C ro ix \D
P W
S T
X
B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
(STRUCTURE 2902-020P)
PLAN AND ELEVATION
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
Notes:
D02.
5. For additional information on the proposed ramp, see sheet limits of parapet demolition for approval.
temporary bridge according to Section 203. Submit to CO
4. Partially demolish existing concrete parapet to fit new system to the CO for approval.
illustration purposes only. Submit a bridge and foundation
The bridge and foundation system shown on this sheet are for 3.
BRIDGE ALTERNATIVE TYPICAL SECTION" sheets.
BRIDGE ALTERNATIVE TYPICAL SECTION" and "STEEL GIRDER
For details on temporary bridge alternatives, see "TRUSS 2.
bridge deck.
Set low chord of new temporary bridge 6" above existing 1.
" = 1'-0"2
R
P R
O J
N A
M E
P
E
-0
P
.D G
N A
C T
U A
L F
IL
E
PLAN
ELEVATION
2902-020P
(See Note 4) concrete parapet
Partially demolish cave
Existing erosion to remain
Existing structure
Elev. XX.XX (See Note 1)
Sta. 202+28.99
End BridgeBegin Bridge
Elev. XX.XX (See Note 1)
Sta. 201+58.82
70'-2"
N joint (Typ.)
±1" Expansion
C Structure
C Route 669L
(See Note 4) concrete parapet
Partially demolish
C Roadway
15'-10" west of
Existing ground
C Roadway
14'-9" east of
Existing ground
(Typ.) (See Note 5)
Proposed ramp
L
L
L
Existing profile
202+00 202+20 202+40 202+60
201+40201+20 201+80201+60
Abutment 1 Abutment 2
SCHEDULE B
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R08 fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
S T
A T
E D
O T
\V I\
S t_
C ro ix \D
P W
S T
X
B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
TYPICAL SECTION
TRUSS BRIDGE ALTERNATIVE
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
R
X P
R O
J N
A M
E B
L A
N K
S
H T
.D G
N A
C T
U A
L F
IL
E
Not to Scale
FOR INFORMATION ONLY
2902-004P, 2902-014P, 2902-020P
Notes:
purposes only.
2. The bridge cross section shown on this sheet is for illustration
Submit a TL-2 railing to CO for approval.1.
24'-0" Curb to curb (2902-014P & 2902-020P)
12'-0" Curb to curb (2902-004P)
SCHEDULES A&B
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R09 fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
S T
A T
E D
O T
\V I\
S t_
C ro ix \D
P W
S T
X
B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0
P
R O
J E
C T
S .d g n
TYPICAL SECTION
STEEL GIRDER BRIDGE ALTERNATIVE
REVISIONSNO. DATE BYNO. DATE BY REVISIONS
/1
/2
R
X P
R O
J N
A M
E B
L A
N K
S
H T
.D G
N A
C T
U A
L F
IL
E
Not to Scale
TYPICAL SECTION
2902-004P, 2902-014P, 2902-020P
FOR INFORMATION ONLY
Notes:
purposes only.
2. The bridge cross section shown on this sheet is for illustration
Submit a TL-2 railing to CO for approval.1.
24'-0" Curb to curb (2902-014P & 2902-020P)
12'-0" Curb to curb (2902-004P)
C Roadway
C StructureL
L
(Typ.)
Steel beam
SCHEDULES A&B
NUMBER
AGREEMENT
STATE PROJECT
NUMBER
SHEET
VI VI DPW STX (001)693C73-21-K-500025
PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY
KDN KDN/JG CP
DRAWN BY
Christopher Negley of
DATE BRP NO.BRIDGE PLAN SHEET
November 2022 BRP-13249
USVI (ST CROIX) - DEPARTMENT OF PUBLIC WORKS
2902-020P, 2902-004P, 2902-014P
STRUCTURAL REPAIRS AT 3 BRIDGES,
TEMPORARY BRIDGE AND
Structure Number:
EASTERN FEDERAL LANDS HIGHWAY DIVISION
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