1605706_Dwgs_4of13.pdf
PDF 11 MB Posted
- Solicitation number
- N4008519R9103
About this file
This solicitation is for an indefinite delivery/indefinite quantity multiple award construction contract for facilities in the North Integrated Product Team area of responsibility of the Naval Facilities Engineering Command. The solicitation seeks design-build and design-bid-build construction services for projects up to $5 million per task order, with an expected contract value between $50-100 million over 5 years. Offerors must be able to provide general building, utilities infrastructure, and environmental construction services. Proposals are due by July 2019, with contract awards anticipated in early 2020. The incumbent contractors are not identified.
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
92.01
92.18
BC
.1
BC92.94
BC
.9
BC
.6
BC92.81
BC
.8
BC92.78
BC
.8
BC
.6
BC
.6
BC92.50
BC
.4
BC
.7
6 BC
.8
BC92.89
BC92.59
BC
.6
BC
.5
0BC
.6
BC
.6
BC
.6
SPIKE W FACE PP
ELEV=93.03
BM #60
SPIKE W FACE PP
ELEV=92.08
BM #61
SPIKE E FACE PP
ELEV=93.95
BM #63
CP #3
5/8"x2' REBAR/ORANGE CONTROL CAP
EC
.7
FF=93.29
FF=93.28
SILL
FF=93.12
SILL
GRATE OVER CHANNEL
RIM=92.53
MH176
STEPS
STEPS
RIM=92.24
MH373
RIM=92.48
MH381
RIM=92.22
MH575
RIM=92.12
MH576
RIM=92.00
MH577
RIM=92.16
MH578
91.38 91.66
92.25
92.23
91.92 91.91
.1
92.39
92.89
.7 9 91.63
GRASS
92.91
GRASS
92.60
92.83
GRAVEL
92.91
92.85
93.08
93.47
93.41
93.43
93.58
93.70
93.66
92.92
93.14
93.66
93.13
GRASS
92.84 92.91
93.01
93.04
92.47
92.36
92.75
92.71
92.46
92.81
GRASS92.63
92.5592.20
GRASS
92.68
92.17
92.12
92.51
92.35
92.50
92.10
92.20
92.07
91.83
91.89
92.07 92.10
92.00
92.13
ASPHALT
92.05
93.22
93.05
93.07
93.12
92.81
92.73
92.49
92.85
93.61
93.55
93.16
93.07
93.01
93.01
92.78
93.06
92.99
92.82 92.63
92.75
92.75
92.82 93.13
93.18
93.15
93.07
93.29
92.86
92.74
92.64
92.78
92.86
92.82
92.95
93.17
92.99
92.81
92.97
93.07
93.31
93.86
93.36
94.05
93.78
93.17
93.63
93.58
93.39
93.34 93.24 93.16 92.88
92.87
92.93 92.89
92.86
93.26
93.26
CONCRETE SIDEWALK
CONCRETE
CONCRETE
CONCRETE
CONCRETE CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
SHED
BUILDING C-72
BUILDING C-32B
SHED
GRASS
GRASS
GRASS
GRASS
GRASS
CP #1
FF=92.34
SILL
FF=92.39
SILL
FF=92.42
SILL
FF=95.44
FF=95.47
R
IM
.0
M H
RIM=94.66
MH830
RIM=91.35
MH5292
LATH
LATH
LATH
LATH
RIM=92.74
MH5339
93.87
94.68
95.32
97.56
98.73
91.80
92.24
92.66
92.98
93.76
93.62
92.86
93.51
94.42
94.83
94.82
94.70
94.54
94.68
100.34
100.45
99.89
99.34
94.77
93.75
94.03
93.85
94.71
94.74 94.65
94.21
94.80
94.17
93.92
93.93
93.94
93.85
93.68
93.56
94.03
94.21
100.08
100.23
100.30
99.05
98.44
96.78
97.11
100.12 100.21
100.26
100.32
100.20
100.05
100.18
100.15
100.05
92.16 92.28
92.78 92.62
92.45 92.77
93.16
GRASS
93.05
93.46
93.81
94.05
94.25
94.85
96.13
97.35
97.88
98.13
98.33 98.81
97.56
96.78 95.90
91.98
92.05
92.13
92.26 92.19
93.34
93.36
92.95
92.84
92.78
92.77
92.86
92.93
93.07
93.35
93.22
93.04
92.81
92.86
92.96
93.06
93.41
93.68
93.26
93.57
93.59
93.67
92.98
93.14 93.12
92.85
93.00
92.9393.16
93.20
92.99
92.92 92.87
92.88
92.86
92.91
92.77
93.01
93.11
93.17 93.14
93.20
93.10
93.04
92.98
93.04
92.96
92.96
93.00
92.95
92.93
92.98
94.74
93.46
94.34
95.20
96.27
94.20
96.27 93.81
97.60
94.06
96.68
94.23
94.8896.71
96.31
96.56
96.99
98.17
98.24
FF=93.29
BUILDING 573
TANK
CONCRETE CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
HEADWALL
HEADWALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRASS
TANK
5/8"x2' REBAR/ORANGE CONTROL CAP
EQUIPMENT.
CHANNEL ELEV=83.99
CONCRETE
AREA NOT MAPPED
DUE TO INACCESSIBLE
EQUIPMENT
WALL WIDTH
GRATE ELEV 92.27
FOUNDATION NOT VISIBLE.
GRASS
CURB
CURB
CURB
C U R B
C U R B
C U R B
C U R B
ASPHALT
GRASS
GRASS
UNOBSERVABLE
AREA COVERED
WALL WIDTH
UNOBSERVABLE
AREA COVERED
W
G
W
W
W W
W
S1-114
W1-115
7' INC. 1' BARBED WIRE ON TOP CHAINLINK
GATE
G A T E
GATE
GATE
VALVE
VALVE
TOP WALL 95.48
VALVE
VALVE
TOP WALL 95.48
VALVE
TOP WALL 94.12
TOP WALL 103.73
TO
P
W
AL
L 3.
WI-120
SI-101
SI-201
W
W2-103
W2-104
W2-105
W2-106
W2-107
S1-104
S1-103
S1-102
S2-209 S2-208
S2-207 S2-206
W1-117 W1-118
W1-119
S2-102
S2-102
S2-103 S2-104
C H
A
IN
L
IN
K
IN
C
B A
R B
E D
W
IR
E C
T
O U
T
GATE
PANEL BOX
PANEL BOX
VALVE
VALVE
VALVE VALVE
TOP WALL 103.76
TOP WALL 103.74
DOUBLE DOOR
PANEL
TOP TANK 99.44
ELEC LUG
VALVE
VALVE
ELECT OUTLET
W1-116 COULD NOT BE LOCATED
W E
T L
A N
L
IN
E A
T
IO
L
IN
E
W E T
LA
N D
D E
LI
N E A T
IO
N
LI
N E
C H
A
IN
L
IN
K
IN
C 1'
B
A R B
E
D
IR
E C T E D
O
U T
EB
.1
EB91.27
EB
.2
EB
.2
EB
.3
EB
.3
EB
.3
EB91.34
EB
.3
EB91.41
91.41
EB91.44
91.45
EB91.47EB91.50
EB91.52
EB
.5
EB
.5
EB
.5
EB91.57
EB
.5
EB91.58
EB
.6
EB91.75
EC
.7
EC
.8
91.87
EB91.89
EB91.91
EC
.9
EB
.9
8EB
.9
EB92.04
EB
.0
EC92.06
92.07
EC92.07
EC
.0
EB
.0
EB
.0
92.09
EC92.09 EB
.0
EB92.11
EB
.1
92.12
EB92.13
EB92.13
92.14
EB
.1
EB92.15
EB92.15
EB
.1
EB92.16
EC
.1
EB92.17
EB
.1
EB92.19
EB92.20
EB92.21EB92.21
EB
.2
EB
.2
EB92.23
EB92.24
EB
.2
EB
.2
92.25
EB92.28
EB
.2
EB
.2
EB92.28
92.29
EB92.29
EB
.3
EB
.3
EB
.3
EB92.32
92.33
EB
.3
EB
.3
EB
.3
EB92.36
EB92.37
EB92.39
EB
.4
EC92.41
EB92.43
EB92.43
EB92.46
92.46
EB92.47
EC92.48
EB92.49
92.49
EB92.52
EB92.53
EB
.5
E B .6
EB92.63
EB
.6
EB92.67
EB92.69
EB92.70
EC
.7
EB92.71
EB92.71
EC
.7
EB
.7
EB
.7
EC92.75
EB92.76
EC92.78
EB92.82
EB92.83
EC
.8
EB
.8
EB92.86
EC
.8
EB92.86
EB92.87
EC
.8
92.91
EC
.9
92.92
EB92.93
AC
EB
.9
EC
.0
EB93.02
EC
.0
EC
.0
EC
.0
EB
.0
EC
.0
EB93.09
EB93.11
EC
.1
EB
.1
EB
.1
EB
.1
EC
.1
EB93.18
EB
.2
EC93.22
EC93.25
EB93.25
EB93.26
EB93.28
EC93.30
EC
.3
93.36
EB
.3
EC
.3
EC
.4
EB93.43
93.47
EB93.54
EB
.6
EB93.72
EB93.88
EB
.9
EB93.99
94.06
EB94.07
EB
.1
EC
.1
EB
.1
EC
.1
EC
.1
EC
.1
EB
.1
EB94.19
EB
.2
EB94.30
EB94.31EB
.3
EB
.3
EB94.36
EB94.40
EB
.4
EB94.42
EB
.4
94.50
EB
.5
EB
.6
EB
.8
EB
.8
EC95.01
EC95.06
EC95.07
EC95.09
EB
.1
EB
.1
EB
.1
95.12
EC95.15
EC95.15
EC95.17
EC95.19
EB
.2
EB
.5
EB
.6
EC95.68
EC95.83
EC95.83
NO WIRES ON POLE
EC95.90
E B .9
RIM=97.01
MH817
EC96.38
EC96.44
EC96.53
EC96.56
EC101.31
EC101.31
EC101.42
EC101.45
EC
2.
EC
2.
EC102.12EC
2.
IE=89.76
IE=89.92
12" CMP
IE
.1
IE
.5
C M
P
N 524 228.80
E 586 872.23
N 524 144.87
E 586 861.60
N 524 157.30
E 586 763.51
N 524 189.14
E 586 738.18
N 524 222.77
E 586 742.45
N 524 242.41
E 586 764.81
C O
N C R E T E
S
ID
E W
A L K
CO
N
CR
ET
E
SI
DE
W A
LK
C O N C R
ETE S
ID
EW
A
LK
ASPHALT
ASPHALT
ASPHALT
TANK
TANK
TANK
TANK
CONCRETE
CONCRETE
A P
P R
O X
E D
G
B
IT
C O
N T
A
IN
E R
S
P A
R K
H
R E
GATE
PANEL
SUMP
7' CHAINLINK INC. 1' BARBED WIRE DIRECTED OUT
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
IC
R K
P A
R T
M E
T
R L E
N
R L
L
C K
N E
W
J E
R S
Y
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
1605706
P A
R T
M E
F
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
IE
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
AZ
ML
ECJPA CC
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:1
F
IL
E N
A M
0000-B-101
B O
R
IN
G L
O C
A T
IO
N P
L
O T
E C
H N
IC
A L
B L
D G
-1
-B -1
.d g n
B-3
CPTu-1 B-4
B-1
B-2
CPTu
BORING /
YEAR
DRILLED
NORTHING EASTING (FT)
ELEVATION
(FT)
DEPTH
CPTu-1 2018 49.7 93.0524190.77 586783.69
SOIL BORING TABLE
2018 60
2018 30
2018 30
1988 25
1988 24
1988 24
1988 24
1988 24
1988 24
1988 25
1988 25
B-1
B-3
B-4
BE-01
BE-02
BE-03
BE-04
BE-05
BE-06
BE-07
BE-08
B-2
58.6
93.5
93.8
93.0
93.2
92.6
92.8
95.2
93.2
92.2
93.0
96.7
95.7
524049.44 586743.60
524042.53 586790.40
524195.23 586760.74
524188.68 586812.71
BE-01
BE-02
BE-03
BE-08
BE-07
BE-04
BE-05
BE-06
524047.17 586765.91
524048.84 586723.44
524052.49 586690.13
524100.73 586696.47
524096.54 586729.14
524091.01 586772.22
524109.12 586650.03
524049.12 586662.92
20' 40'0
020 134
AND NOTES 1 AND 2
(10196 SF) PER SPEC 02 41 10
GROUND IMPROVEMENT LIMITS
GENERAL NOTES
12795311
SETTLEMENT MARKER
SETTLEMENT MARKER
SPEC 02 41 10 AND NOTE 4
TRENCH LIMITS PER
ENERGY DISSIPATION
STRUCTURES.
TRANSMITTED TO THE EXISTING
MINIMIZE THE VIBRATION ENERGY BEING
GROUND IMPROVEMENT WORK TO
THE IMPROVEMENT AREA PRIOR TO
BE EXCAVATED ON THE SOUTH SIDE OF
AN ENERGY DISSIPATION TRENCH SHALL 4.
DUE TO GROUND IMPROVEMENT WORK.
MOVEMENT AT THE EXISTING FACILITIES
SHOWN, TO MONITOR POSSIBLE INDUCED
BUILDING (B573) (E9), AT THE LOCATIONS
FILTER PUMP STATION (E12) AND FILTER
INSTALLED AT THE EXISTING TRICKLING
SETTLEMENT MARKERS SHALL BE 3.
(B573) (E9).
STATION (E12) AND FILTER BUILDING
FROM EXISTING TRICKLING FILTER PUMP
TOWARDS THE NORTHEAST END AWAY
IMPROVEMENT LIMITS AND MOVE
SOUTHWEST END OF THE GROUND
COORDINATED TO START FROM THE
GROUND IMPROVEMENT WORK SHALL BE 2.
FACILITIES.
SHEET 0100-CG-101, FOR LOCATION OF
AND GRADING AND DRAINAGE PLAN,
GROUND IMPROVEMENT REQUIREMENTS,
SPECIFICATIONS, SECTION 02 41 10 FOR
BLOWER PAD. SEE PROJECT
PLATFORM, CHEMICAL BUILDING AND
PROPOSED SBR 1&2 AND STAIRS
TO FOUNDATION CONSTRUCTION OF THE
IMPACT COMPACTION IS SPECIFIED PRIOR
GROUND IMPROVEMENT USING RAPID 1.
No.
R E
E
NI
G
NE LANOI
SS
E
F O
R P
DESNECI
L
YESREJ WE
N
FO ETATS
Z
UORAF DA
M
24GE041240000
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
ECTM CC
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:1
F
IL
E N
A M
0000-B-102
O T
E C
H N
IC
A L
B L
D G
-1
-B -1
.d g n
S O
IL
B
O R
IN
G L
O G
S
A N
D C
P T S
O U
N D
IN
021 134
12795312
No.
E
E
NI
G
NE LANOI
SS
E
F O
R P
DESNECI
L
YESREJ WE
N
FO ETATS
Z
UORAF DA
M
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G C
O M
M A
N D M
ID
-A
T L
A N
T
IC
P U
B
R
P A
R T
M E
R L E
N
R L
L
C K
N E
W
J E
R S
S
T E
W A
T E
R T
R E
A T
M E
N T P
L A
P
A
IR
B
Y R
E P
L A
C E
M E
N T S
N A
V
A P
O
A T
R L E
C O
L
C K
N E
W
J E
R S
E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
ECTM CC
O T D
A T
E
P L
O T T
IM
E
-A
P R -2
:1
F
IL
E N
A M
0000-B-103
O T
E C
H N
IC
A L
B L
D G
-1
-B -1
.d g n
S O
IL
B
O R
IN
G L
O G
S
022 134
12795313
No.
E
E
NI
G
NE LANOI
SS
E
F O
R P
DESNECI
L
YESREJ WE
N
FO ETATS
Z
UORAF DA
M
| GEOTECHNICAL |
| 0000-B-101 - GEOTECHNICAL BORING LOCATION PLAN |
| 0000-B-102 - GEOTECHNICAL SOIL BORING LOGS (2018) AND CPT SOUNDING |
| 0000-B-103 - GEOTECHNICAL SOIL BORING LOGS (1988) |
| 2020-04-03T12:39:18-0400 | |
| Emad Farouz |
| 2020-04-03T12:41:01-0400 | |
| Emad Farouz |
| 2020-04-03T12:40:59-0400 | |
| Emad Farouz |
File details come from the government source that posted it. Updated .