Technical Exhibit B - Drawings.pdf
PDF 10 MB Posted
- Attached to
- Construct Hangar at Cold Springs, Fort Hood, TX Federal contract opportunity
- Solicitation number
- W91151-20-B-0010
About this file
This document provides details for a federal contract solicitation to construct a hangar at Cold Springs, Fort Hood, Texas. The solicitation number is W91151-20-B-0010 and is being issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood. The purpose of the project is to build a new hangar located at building 56161 off Hubbard Rd. on Fort Hood. The solicitation includes technical exhibit drawings to specify the requirements for the hangar construction work. The selected contractor will be required to construct the hangar at the specified location by the contracting officer.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W91151-20-B-0010-0003.pdf | ||
| W91151-20-B-0010-0002.pdf | ||
| Attachment 2 - Sign Example.jpg | JPG image | |
| Tech Exhibit B-Revised Drawings.pdf | ||
| W91151-20-B-0010-0001.pdf | ||
| Site visit sign in sheet Cold Springs Hangar.pdf | ||
| Site Visist Map W91151-20-B-0010 Cold Springs Hanger and Rally Point.pptx | PPTX presentation | |
| W91151-20-B-0010 RELEASED.pdf | ||
| Attachment 1-Appendix A 27-JUL-2018.pdf | ||
| Technical Exhibit A - DPW Specifications.pdf |
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Text version
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VICINITY MAP
100 200
SCALE IN MILES
GULF OF
MEXICO
B
FORT HOOD AREA MAP
SCALE IN MILES
FORT HOOD,TEXAS
PROJECT NO: DP1110348P
D
PROJECT
LOCATION
0 200 1"=200'
FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION
SHEET
G-101
C-101
C-102
C-103
C-104
C-301
C-501
D-101
S-101
S-501
A-101
A-102
A-201
A-202
A-501
A-601
E-101
E-102
E-201
E-501
F
INDEX OF DRAWINGS
SHEET DESCRIPTION
COVER SHEET
SITE PLAN - UTILITIES
SITE PLAN - IMPROVEMENTS
REVEGETATION PLAN
SITE PLAN
CROSS SECTION
SITE DETAILS
DEMOLITION SITE PLAN
FOUNDATION PLAN
FOUNDATION DETAILS
FLOOR PLAN
ROOF PLAN
EXTERIOR WEST/EAST ELEVATIONS
EXTERIOR SOUTH ELEVATION
ARCHITECTURAL DETAILS
BUILDING SCHEDULES
POWER PLAN
LIGHTING PLAN
ELECTRICAL ONE LINE DIAGRAM
LIGHTING DETAILS
DETAIL NUMBER
..__ __ -REFERENCE TO
NORTH SYMBOL � REVISION NUMBER
NOTE BY SYMBOL ---0 WALL TYPE MARK
rnool DOOR MARK
WINDOW MARK
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Project No.
SHEET
REFERENCE
NUMBER
G-101
NOTES:
S
IT
E P
L A
N U
T
IL
IT
IE
S
C-101
SITE PLAN - UTILITIES
N SCALE: 1" = 60'
SCALE (FEET)
0 6030 120
F L
A S
T
COORDINATION OF WORK.
PRICING AND SHALL BE RESPONSIBLE FOR
CONTRACTOR SHALL CONTACT DOMINION FOR
PROVIDED BY DOMINION ENERGY.
NEW ELECTRICAL SERVICE TO BE 1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
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R D
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B
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D
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F
A B C D E F
D a te
D e s c ri p ti o n
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
H U
B B
A R
D R
D
R T
LEGEND:
W
WCO
G
F
T
ST
R
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING TELECOMMUNICATION DUCTBANK
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING TRAFFIC SIGNAL
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING RISER
EXISTING ELECTRIC METER
EXISTING COMMUNICATIONS PEDESTAL
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER EQUIPMENT
EXISTING WASTEWATER CLEANOUT
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER VALVE
EXISTING TELECOMMUNICATION MANHOLE
LIMITS OF CONSTRUCTION
n oi siviD gnire en i g n E
56161
E
C-102
SITE PLAN - IMPROVEMENTS
S
IT
E P
L A
N I
M P
R O
V E
M E
N T S
N SCALE: 1" = 40'
F L
A S
T
C
C
C
C
GENERAL NOTES:
SCALE (FEET)
0 4020 80
NEW RAMP
NEW BUILDING
TO BE SLOPED NO MORE THAN 1%.
REINFORCED CONCRETE WITH GRAVEL BASE. THE RAMP IS
TO EDGE OF EXISTING ASPHALT RAMP. RAMP IS TO BE
CONSTRUCT RAMP FROM EDGE OF PROPOSED FOUNDATION 3.
ROOF SYSTEM (SSMRS).
PANELS AND THE ROOF WILL BE STANDING SEAM METAL
BUILDING. THE EXTERIOR WALLS WILL BE VERTICAL METAL
CONSTRUCT A 48' - 4" X 64' - 8" PRE ENGINEERED METAL 2.
1.DEMO EXISTING ASPHALT TO INSTALL NEW BUILDING AND RAMP.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
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H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
H U
B B
A R
D R
D
R T
LEGEND:
W
WCO
G
F
T
ST
R
EXISTING OVERHEAD COMMUNICATIONS LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING TELECOMMUNICATION DUCTBANK
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING TRAFFIC SIGNAL
EXISTING LIGHT POLE
EXISTING POWER POLE
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING RISER
EXISTING ELECTRIC METER
EXISTING COMMUNICATIONS PEDESTAL
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER EQUIPMENT
EXISTING WASTEWATER CLEANOUT
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER VALVE
EXISTING TELECOMMUNICATION MANHOLE
LIMITS OF CONSTRUCTION
n oi siviD gnire en i g n
C-103
R E
V E
G E
T A
T
IO
N P
L A
N
N SCALE: 1" = 20'
SCALE (FEET)
0 20 4010REVEGETATION PLAN
F L
A S
T
VEHICULAR OR PEDESTRIAN TRAFFIC.
PROTECT FINISHED TOPSOIL AREAS FROM DAMAGE BY
IN FINISH SURFACES TO ELIMINATE DEPRESSIONS.
REMAINING ON THE SURFACE. CORRECT IRREGULARITIES
AND STONES LARGER THAN 3/4 INCH IN ANY DIMENSION
BROUGHT TO INDICATED FINISH GRADE REMOVE DEBRIS
INDICATED FINISH GRADE. AFTER AREAS HAVE BEEN
PROVIDE 4 INCHES OF SUITABLE TOPSOIL TO MEET
3.7.2 TOPSOIL AND SEED
DIRECTED.
DISTURBED BY CONTRACTOR'S OPERATIONS, GRADE AS
EXISTING GRADES THAT WILL REMAIN BUT WHICH WERE
MAINTAIN AREAS FREE OF TRASH AND DEBRIS. FOR
AREAS TO DRAIN WATER AWAY FROM STRUCTURES.
SHALL BE GRADED TO WITHIN 1/8 INCH IN 10 FEET. GRADE
WITHIN ONE-TENTH OF ONE FOOT. STRUCTURE PADS
FINISH GRADES EXCEPT FOR STRUCTURE PADS SHALL BE
3.7.1 GRADING
SPECIFICATION SECTION 31 23 00.00 20.
THAT THIS ALSO INCLUDES ANY WORK THAT FALLS UNDER
COMPLETION.
STABILIZED (FINE GRADING) BEFORE PROJECT
ALL DISTURBED AREAS SHALL BE PERMANENTLY 2.
BLEND.
THIS CONTRACT. SEE SPECS FOR NATIVE SEED GRASSES
REMAINING DISTURBED AREAS THAT WAS DONE UNDER
HARDSTAND AND CONSTRUCTION. HYDROMULCH ALL
PLACE HYDROMULCH UP TO 10' SURROUNDING ALL 1.
GENERAL NOTES:
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
PROPOSED BUILDING
34' X 15' RAMP
HUBBARD RD
LEGEND:
HYDROMULCH
n oi siviD gnire en i g n
C-104N SCALE: 1" = 60'
SCALE (FEET)
0 6030 120
F L
A S
T
GENERAL STORM WATER AND EROSION CONTROL NOTES:
VERIFIED.
ALL MEASUREMENTS ARE APPROXIMATE AND NEED TO BE FIELD 4.
THROUGH THE CORS.
OTHER CONTRACTS IN THE AREA WILL NEED COORDINATED
ANY CONSTRUCTION CONFLICTS BETWEEN THIS CONTRACT AND 3.
DRIVES ARE UNDER ANOTHER CONTRACT.
EXTENSION OF LANDING AND CONSTRUCTION OF PARKING LOT 2.
SUBSEQUENT DRAWINGS FOR BUILDING DETAILS.
CONSTRUCT PROPOSED BUILDING IN SPECIFIED LOCATION. SEE 1.
GENERAL NOTES:
OFFSET: 204.88
STATION: 3+39.40PT4
OFFSET: 156.30
STATION: 3+39.40PT3
OFFSET: 204.88
STATION: 2+74.48PT2
OFFSET: 156.30
STATION: 2+74.48PT1
LOCATION PT OF NEW BUILDING:
S
IT
E P
L A
N
SITE PLAN
POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES).
CONTROLS. FINAL RESPONSIBILITY OF COMPLIANCE WITH TEXAS
THIS SHEET IS A RECOMMENDATION ON STORM WATER 8.
ACCEPTED.
STABILIZED AND ALL CONSTRUCTION IS COMPLETED AND
REMOVE ALL CONTROLS WHEN THE PROJECT AREA HAS 7.
RE-ESTABLISHED.
SWP3 WILL BE OPEN UNTIL 70% PERMANENT STABILIZATION IS 6.
OF 7 DAYS OR LONGER WAS TEMPORARILY STABILIZED.
SOIL STOCKPILES INTENDED TO REMAIN IN PLACE OVER A PERIOD 5.
OPEN MORE THAN 7 DAYS.
TRENCHES AND POT-HOLES WERE NOT PERMITTED TO BE LEFT 4.
SITE.
CONTRACTOR CONSTRUCTED STABILIZED ENTRANCE TO PROJECT 3.
THROUGHOUT PROJECT LIFECYCLE.
INSTALLED AND MAINTAINED EROSION CONTROL MEASURES 2.
VERIFICATION.
PREVENTION PLAN (SWP3) WAS SUBMITTED TO COR FOR
THIS PROJECT REQUIRED A STORM WATER POLLUTION 1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
PT1
PT2
PT3
PT4
EXISTING LANDING STRIP
H U
B B
A R
D R
D
R T n oi siviD gnire en i g
C R
O S
S S
E C
T
IO
N
C-301
F L
A S
T
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
B E
G
IN
O
F A
P R
O N
R T E
N D O
F T
O W
W A
Y
E L E
V X
X .X
X
O F F S
E T X
X .X
X
E L E
V X
X .X
X
O F F S
E T X
X .X
X
E D
G E O
F B
U
IL
D
IN
G
R T E
N D O
F A
P R
O N
E L E
V X
X .X
X
O F F S
E T X
X .X
X
P
IT
C H O
F R
O O
F
E L E
V X
X .X
X
O F F S
E T X
X .X
X
E D
G E O
F B
U
IL
D
IN
G
R T E
N D O
F A
P R
O N
E L E
V X
X .X
X
O F F S
E T X
X .X
X
C L E
X
IS
T
E L E
V X
X .X
X
O F F S
E T X
X .X
X
C L E
X
IS
T
SCALE: 1/8" = 1'
1 CROSS SECTION
SCALE (FEET)
0 8 164
C
C
GRADE 4H:1V
IMAGIN
ARY LI
NE
TRANSITI
ONAL SURFACE (T
S) 4 H:1V n oi siviD gnire en i g
1 ELECTRICAL ONE LINE DIAGRAM
E
E
NOT TO SCALE
L
IN
E D
IA
G R
A M
E L E
C T
R
IC
A L O
N E
E-201
F L
A S
T
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n ec to rat eofPublic
W o rk s
F L
A S
T
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
C O
L D S
P R
IN
G S
B U
IL
D H
A N
G A
R A
T
DP1110348P
-A
P R -2
KEY NOTES:
GENERAL NOTES:
ELECTRICAL CODE AND WITH THIS CONTRACTS SPECIFICATIONS.
ALL ELECTRICAL SHALL BE INSTALLED IAW WITH THE CURRENT NATIONAL 1.
3 6
EXTERIOR INTERIOR
SYSTEM IAW THE NATIONAL ELECTRICAL CODE ARTICLE 250.
SHALL BE BONDED TOGETHER FORMING THE GROUNDING ELECTRODE
CONDUCTOR, GROUND RODS, FIELD RADIO ANTENNA'S, ETC. ALL
JUMPER'S, SYSTEM BONDING JUMPER'S, GROUNDING ELECTRODE
INCLUDING METALLIC WATER PIPING, PANEL MDP, MAIN BONDING
CONTRACTOR SHALL BOND ALL BUILDING STRUCTURAL STEEL,
INSTALL 3/4" X 10'-0" COPPER GROUND ROD.
INSTALL #6 GROUND IN 1/2" EMT CONDUIT.
MAIN BREAKER.
NEW PANEL, 100 AMP, 120/240V, SINGLE PHASE, 24 SPACE, INCLUDING
SERVICE DISCONNECT, 100 AMP IN NEMA 3R ENCLOSURE.
100 AMP DISCONNECT TO NEW 100 AMP PANEL.
IN 1-1/4" EMT CONDUIT FROM NEW 100 AMP DISCONNECT AND FROM
INSTALLATION. INSTALL FOUR (4) #3 THHN COPPER WITH #2 GROUND
NEW DISCONNECT. COORDINATE WITH DOMINION FOR PRICING AND
NEW 100 AMP SERVICE TO BE PROVIDED BY DOMINION ENERGY TO
n oi siviD gnire en i g
| RANGE G-101 Cover Sheet |
| C-101 |
| C-102 |
| C-103 |
| C-104 |
| C-301 |
| C-501 |
| D-101 |
| S-101 |
| S-501 |
| A-101 |
| A-102 |
| A-201 |
| A-202 |
| A-501 |
| A-601 |
| E-101 |
| E-102 |
| E-201 |
| E-501 |
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