P693_Drawings_Final_Vol14.1_20241007-Part2.pdf
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- Solicitation number
- N6274225R1301
About this file
This document is a Request for Proposal (RFP) for the construction of a Guam Defense Radar System Command Center and associated infrastructure, including a power generation facility, switchgear building, fuel storage facility, and entry control facility. The contract is estimated to be between $250,000,000 and $500,000,000, with a completion period of 1,323 calendar days.
The scope of work includes demolition, civil site work, concrete construction, installation of a 150-foot galvanized steel antenna tower, seismic isolation, security infrastructure, control system integration, and various electrical, fiber optic, and utility systems. The RFP will be available on October 30, 2024, with a one-time pre-proposal site visit scheduled for December 11, 2024. The contract will be awarded on a best-value, trade-off basis, considering technical factors such as experience, small business utilization, safety, management plan, and past performance, which are approximately equal to price. The North American Industry Classification System (NAICS) code is 236220, with an average annual receipts size standard of $45.0 million over the past three years.
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Text version
10-04-202410-04-
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4 via email
10/17/2024
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
EMH
TMH
EMH
T
UHH
CB
TOP=511.12
INV.=502.27
EMH
CLP
SDX SDX SDX
S D
X S
D X
S D
X S
D X
S D
X S
D X
S D
X S
D X
SDMH
TOP=512.94
INV.=505.04
"Ø R
C P
S D
X
"Ø R
C P
24"ØRCP
15"ØPVC
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
COMMAND CENTER
FFE 522.50
519519
O M
A L
LE
Y
A V
E
5.5%
5:1
16.2%
CB
D S
D S
D S
D S
D S
D S
D S
D
0+00
S D
DSD SD SDCB
0+00
1+00
SD
D
D
18" RCP @ 2.00% (SD01)
STA 8+69.58, SD01
STA 0+40.50 SD01D
1- 5' SDMH
RE: C1/14ST-C-541
N:680837.13 E:392494.49
4"
R C
P
.3
S
D
STA 5+86.01, SD01
STA 0+00 SD01C
1- 5' SDMH
RE: C1/14ST-C-541
N:680617.18 E:392673.47
24" RCP @ 0.40% (SD01)
.0
FG 509.33
FG 518.25
TC 518.56
G 518.06
TC 516.70
G 516.20
TC 516.59
G 516.09
TC 516.00
G 515.50
TC 515.33
G 514.83
TC 515.95
G 515.45
TC 513.70
G 513.20
4 ME 512.3±
ENVIRONMENTAL STUDY AREA BOUNDARY
TP 509.32
STA 1+02.65, SD01C
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
6" PVC PERIMETER DRAIN
TILE CONNECTION.
REFER TO STRUCTURAL
N:680552.39 E:392593.86
18" RCP @ 0.40% (SD01C)
18" RCP @ 2.37% (SD01D)
18" RCP @ 0.50% (SD01)
ME 499.6±
ME 493.5±
4.6%
TS 513.69
TS 513.62
A1
TC 511.14
G 510.64
TC 510.31
G 509.81
TP 510.26
TP 510.45
C2
TC 519.28
G 518.78
TC 513.20
G 512.70
TC 513.19
G 512.69
TC 513.07
G 512.57
TC 514.28
G 513.78
TC 514.52
G 514.02
TC 515.31
G 514.81
CONSTRUCTION LIMITS
3.3%
12.2%
12.3%
. 0
.1
TC 513.15
G 512.65
TC 512.99
G 512.49
GRADING LIMITS
LP 508.95
ME 512.3±
TC 517.28
G 516.78
TC 515.45
G 514.95
18" RCP @ 3.50% (SD01)
TP 510.42
TP 510.46TP 510.08
TP 510.14
TP 509.23
TP 510.92
TP 510.96
TP 510.76
TP 510.72
TP 509.23
TP 510.95
PESTICIDE IMPACTED SOIL (PIS) RELOCATION AREA
STRUCTURE TABLE
DESCRIPTION
STA 9+01.30 SD01
1- 5' SDMH
RE: C1/14ST-C-541
N: 680861.73 E: 392474.48
STA 8+69.58 SD01
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
N: 680811.57 E: 392463.08
STA 1+03.16 SD01D
1- CURB INLET
RE: A2/14ST-C-542
N: 680884.93 E: 392535.01
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
1812861
AWK/DMK
KYM
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
GRADING & DRAINAGE PLAN - PANEL C02
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CG109 FOR CONTINUATION
SEE SHEET 14ST-CG107 FOR CONTINUATION
S E
E S
H E
E T
S T
-C G
F
O R
C O
N T
IN
U
A T
IO
N
PANEL B01
CG104
PANEL C01
CG107
PANEL B02
CG105
PANEL C02
CG108
PANEL A03
CG103
PANEL B03
CG106
PANEL C03
CG109
A. REFER TO SHEET 14GI-C-001 FOR CIVIL
GENERAL NOTES.
B. REFER TO SHEET 14GI-C-002 FOR CIVIL
LEGEND.
C. REFER TO SHEET 14GI-C-003 FOR CIVIL
ABBREVIATIONS.
D. CONTOURS ARE AT 1' INTERVALS.
E. ADJUST NEW AND EXISTING UTILITY
COVERS TO NEW GRADE.
F. REFER TO SHEETS CG201 - CG205 FOR
DRAINAGE PROFILES.
G. REFER TO SHEETS C-540 - C-542 FOR
DRAINAGE DETAILS.
H. ON THIS SHEET "TC" STANDS FOR TOP
OF CURB ELEVATION & "G" STANDS FOR
GUTTER ELEVATION.
I. REFER TO 14ST-C-001 FOR PESTICIDE
IMPACTED SOIL (PIS) RELOCATION AND
HANDLING NOTES. REFER TO
A4/14ST-C-543 FOR PESTICIDE IMPACTED
SOIL DETAIL.
AS NOTED
TTRSMCJMH
17323268
G R
A D
IN
G
D
R A
IN
A
G E
P L
A N
P
A N
E L
C
10-04-202410-04-
14GI-C-001
14GI-C-002
14GI-C-003
T
S
T -C
G
F
14ST-CG107
14ST-CG109
T-C-541/14STST-C
ST-C-541/14STST
4ST-C-541/14S4ST
/14ST-C-541
/14ST-C-541
/14ST-C-542
14ST-C-543
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
D
S D
S D
SD
SD
S D
S D
D
PAVILION
CLP
TP
EMH
EHH
CB
TOP=690.62
INV.=485.41
SDMH
TOP=489.54
INV.=483.52
(FILLED WITH DIRT)
CB
TOP=490.57
INV.=488.32
S D
X S
D X
S D
X S
D X
S D
X S
D X
SDMH
TOP=492.03
INV.=486.40
12"ØRCP
"Ø R
C P
"Ø R
C P
C O
N C
R E
T E
S
ID
E W
A L
K
CONCRETE SIDEWALK
EIS
EIS
EIS
E
IS
E
IS
E
IS
E
IS
E
IS
EIS
E
IS
E
IS
E
IS
E
IS EIS
EIS
EIS
EIS
EIS
EIS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
492 490
O M
A
LL
E Y
A V
E
OMALLEY AVE
:1
4:1
4+00
5+
D
DSDSD
0+00
SD
SD
D
CB
D
24" RCP @ 1.00% (SD01)
" R
CP @
.0 0%
(S D01
24" RCP @ 0.40% (SD01)
ENVIRONMENTAL STUDY AREA BOUNDARY
5:1
408 409
:1
5:1
4:1
:1
CONSTRUCTION LIMITS
GRADING LIMITS
2.
1%
1.4%
3.8%
.3
TC 508.01
G 507.51
TC 509.48
G 508.98
TC 509.00
G 508.50
TP 507.34
TP 507.57
TC 506.98
G 506.48
TC 506.76
G 506.26
TP 493.71
TP 493.71
TC 492.15
ME 490.4±
TC 492.15
TC 492.25
G 491.75
TC 492.15
G 491.65
TC 492.25
G 491.75
TC 492.15
G 491.65
TC 492.15
TP 491.42
TC 492.15
TP 491.28
ME 490.3±
TP 508.69
TP 509.45
TP 509.45
TP 508.95
TP 508.45
TP 508.45
TP 509.45
TP 509.45
TP 506.28
TP 507.77
TC 508.92
G 508.42
TC 492.15
G 491.65
TC 492.15
G 491.65
TC 492.15
G 491.65
TC 492.15
G 491.65
24" RCP @ 0.40% (SD01)
STA 4+94.08, SD01
1- 5' SDMH
RE: C1/14ST-C-541
N:680545.88 E:392731.50
PESTICIDE IMPACTED SOIL (PIS) RELOCATION AREA
ME 490.4±
CONTAINMENT BASIN
TC 511.26
G 510.76
TS 508.25
TS 508.31
TS 508.22
TC 507.81
G 507.31
TP 507.44
2.
3%
1.7%
18" RCP @ 0.50% (SD04)
18" RCP @ 2.50% (SD04)
TC 507.64
G 507.14
TC 507.58
G 507.08
TP 506.11
TC 507.17
G 506.67
TP 508.61
TC 510.25
G 509.75
FG 509.01 FG 510.26
FL 491.33
FL 491.66
FL 492.02
FL 491.03
.0
TP 491.65 TP 491.47
3.0%
4.
0%
STRUCTURE TABLE
DESCRIPTION
STA 5+14.08 SD01
STA 0+12 SD01B
1- 5' SDMH
RE: C1/14ST-C-541
N: 680561.39 E: 392718.88
STA 0+00.00 SD01B
1- CURB INLET
RE: A2/14ST-C-542
N: 680553.81 E: 392709.57
STA 0+24.00 SD01B
1- CURB INLET
RE: A2/14ST-C-542
N: 680568.96 E: 392728.18
STA 4+14.89 SD01
1- 5' SDMH
RE: C1/14ST-C-541
N: 680467.09 E: 392723.41
STA 1+31.31 SD04
1- 5' SDMH
RE: C1/14ST-C-541
N: 680419.33 E: 392697.59
STA 1+60.61 SD04
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
N: 680442.05 E: 392679.10
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
GRADING & DRAINAGE PLAN - PANEL C03
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CG108 FOR CONTINUATION
S E
E S
H E
E T
S T
-C G
F
O R
C O
N T
IN
U
A T
IO
N
PANEL B01
CG104
PANEL C01
CG107
PANEL B02
CG105
PANEL C02
CG108
PANEL A03
CG103
PANEL B03
CG106
PANEL C03
CG109
A. REFER TO SHEET 14GI-C-001 FOR CIVIL
GENERAL NOTES.
B. REFER TO SHEET 14GI-C-002 FOR CIVIL
LEGEND.
C. REFER TO SHEET 14GI-C-003 FOR CIVIL
ABBREVIATIONS.
D. CONTOURS ARE AT 1' INTERVALS.
E. ADJUST NEW AND EXISTING UTILITY
COVERS TO NEW GRADE.
F. REFER TO SHEETS CG201 - CG205 FOR
DRAINAGE PROFILES.
G. REFER TO SHEETS C-540 - C-542 FOR
DRAINAGE DETAILS.
H. ON THIS SHEET "TC" STANDS FOR TOP
OF CURB ELEVATION & "G" STANDS FOR
GUTTER ELEVATION.
I. REFER TO 14ST-C-001 FOR PESTICIDE
IMPACTED SOIL (PIS) RELOCATION AND
HANDLING NOTES. REFER TO
A4/14ST-C-543 FOR PESTICIDE IMPACTED
SOIL DETAIL.
AS NOTED
TTRSMCJMH
17323269
G R
A D
IN
G
D
R A
IN
A
G E
P L
A N
P
A N
E L
C
10-04-202410-04-
14GI-C-001
14GI-C-002
14GI-C-003
T
S
T -C
G
F
14ST-CG108
ST-C-541/14S4ST
/14ST-C-541
/14ST-C-541
/14ST-C-541
/14ST-C-541
/14ST-C-542
/14ST-C-542
14ST-C-543
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD01
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
S T
A
0.
S
D
H E
A D
W A
LL
W
C
U L
V E
R T
G R
IL
L
R E
A
2/
S T
-C -5
C
/1
4- S
T -C
-5
S T
A
8.
S
D
S T
A
0.
S
D
' S
D M
H R
E
C 1/
S
T -C
-5
T
O P
O F
R
IM
.3
S T
A
0.
S
D
S T
A
S
D
A
' S D
M H
R E
C
1/
S T
-C -5
T O
P O
F R
IM
.7
4"
O U
T
5.
4"
IN
6.
8"
IN
9.
8"
IN
9.
0"
O U
T
3.
4"
IN
3.
8"
IN
4.
0"
2.
139 LF 30" RCP @ 0.40%
72 LF 24" RCP @ 2.70%
161 LF 24" RCP @ 1.00%
EXISTING GRADE
INFILTRATION
BASIN
1.5" WATER
=495.07
8"
M
IN
8"
M
IN
RIP-RAP
4"
O U
T
7.
4"
IN
7.
8"
IN
8.
S T
A
4.
S
D
S T
A
S
D
' S
D M
H R
E
C 1/
S
T -C
-5
T
O P
O F
R
IM
.5
FINISHED GRADE
43 LF 24" RCP @ 2.50%
GEOMEMBRANE
WRAP (TOP OF PIS)
8" WATER
=497.68
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD01
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
S T
A
4.
S
D
' S
D M
H R
E
C 1/
S
T -C
-5
T
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IM
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S T
A
4.
S
D
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D M
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C 1/
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-5
T
O P
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S T
A
4.
S
D
S T
A
S
D
B
' S D
M H
R E
C
1/
S T
-C -5
T O
P O
F R
IM
.6
S T
A
6.
S
D
S T
A
S
D
C
' S D
M H
R E
C
1/
S T
-C -5
T O
P O
F R
IM
.0
4"
O U
T
9.
4"
IN
2.
4"
O U
T
3.
4"
IN
3.
4"
O U
T
3.
4"
IN
3.
8"
IN
5.
8"
IN
5.
4"
O U
T
3.
4"
IN
6.
8"
IN
4.
79 LF 24" RCP @ 1.00%
72 LF 24" RCP @ 0.40%
284 LF 24" RCP @ 1.30%
EXISTING GRADE
FINISHED GRADE
8" WATER
=500.42
20 LF 24" RCP @ 0.40%
2.5" WATER
=501.50
161 LF 24" RCP @ 1.00%
18" RCP
=502.46
GEOMEMBRANE
WRAP (TOP OF PIS)
FUEL
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
STORM DRAIN PROFILE - SD01 - STA 3+50 TO 8+00
HORIZONTAL 1" = 20'SCALE: A1
AS NOTED
JMHSMCJMH
17323270
D R
A
IN
A G
E P
R O
F
IL
E S
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20'
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD01 - STA -1+00 TO 3+50
HORIZONTAL 1" = 20'SCALE: C1
VERTICAL 1" = 5'
10-04-202410-04-
E R
T G
R
IL
L R
R L
/1 4S
T -C
-5
S
S T
C
T
C
D M
H M
H /1
4S T
-C -5
S
/1
4S T
C
F
R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
D M
H M
H /1
4S T
-C -5
S
/1 4S
T C
F R
IM
F
D M
H M
H /1
4S T
C
S
/1 4S
T -C
-5
S
/1
4S T
C
F
R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD01D
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00
8"
O U
T
2.
4"
O U
T
9.
8"
IN
1.
8"
IN
0.
8"
IN
0.
8"
O U
T
1.
S T
A
9.
S
D
C A
T C
H B
A S
IN
T Y
P E
A
R E
A
4/
S T
-C -5
T O
P O
F R
IM
.6
S T
A
3.
S
D
D
C
U R
B
IN
LE
T
R E
A
2/
S T
-C -5
T O
P O
F R
IM
.8
S T
A
9.
S
D
S T
A
0.
S
D
D
' S D
M H
R E
C
1/
S T
-C -5
T O
P O
F R
IM
.5
63 LF 18" RCP @ 2.37%
41 LF 18" RCP @ 2.00%
EXISTING GRADE
FINISHED GRADE
8" SANI
=505.03
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD01C
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
S T
A
6.
S
D
S T
A
S
D
C
' S D
M H
R E
C
/1
S
T -C
-5
T
O P
O F
R
IM
.0
4"
O U
T
3.
4"
IN
6.
8"
IN
4.
8"
O U
T
4.
8"
IN
5.
IN
.7
8"
O U
T
5.
S T
A
2.
S
D
C
C
A T
C H
B A
S
IN
T
Y P
E A
R
E
A 4/
S
T -C
-5
P
V C
P E
R
IM
E T
E R
D R
A
IN
T
IL
E C
O N
N E
C T
IO
N
R
E F
E R
T O
S T
R U
C T
U R
A L
T O
P O
F R
IM
.9
S T
A
7.
S
D
C
C
A T
C H
B A
S
IN
T
Y P
E A
R
E
A 4/
S
T -C
-5
T
O P
O F
R
IM
.8
114 LF 18" RCP @ 0.40%
103 LF 18" RCP @ 0.40%
EXISTING GRADE
FINISHED GRADE
GEOMEMBRANE WRAP (TOP OF PIS)
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
STORM DRAIN PROFILE - SD01D
HORIZONTAL 1" = 20'SCALE: A1
AS NOTED
JMHSMCJMH
17323272
D R
A
IN
A G
E P
R O
F
IL
E S
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD01C
HORIZONTAL 1" = 20'SCALE: C1
VERTICAL 1" = 5'
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20' 263
10-04-202410-04-
C H
B A
S
IN
T
Y C
A
/1 4S
T -C
-5
S
F
R
IM
F
D M
H M
H /1
4S T
-C -5
S
/1 4S
T C
F R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
C H
B A
S
IN
T
Y C
A
/1 4S
T -C
-5
S
C
P E
R
IM
E T
E R
P E
M E
E
C H
B A
S
IN
T
Y C
A
/1 4S
T -C
-5
S
F
R
IM
F
R B
I N
L E
T B
N E
T /1
4S T
-C -5
S
F R
IM
F
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD02
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
S T
A
8.
S
D
S T
A
0.
S
D
' S
D M
H R
E
C 1/
S
T -C
-5
T
O P
O F
R
IM
.3
294 LF 18" RCP @ 3.23%
0"
O U
T
3.
4"
IN
3.
8"
IN
4.
EXISTING GRADE
FINISHED GRADE
S T
A
3.
S
D
S T
A
S
D
A
' S D
M H
R E
C
1/
S T
-C -5
T O
P O
F R
IM
.4
8"
O U
T
4.
8"
IN
8.
8"
IN
8.
8"
IN
6.
138 LF 18" RCP @ 3.77%
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
SD02
3+50 4+00 4+50 5+00 5+50 6+00
138 LF 18" RCP @ 3.77%
68 LF 18" RCP @ 0.54%
S T
A
1.
S
D
' S
D M
H R
E
C 1/
S
T -C
-5
T
O P
O F
R
IM
.1
S T
A
0.
S
D
C A
T C
H B
A S
IN
T Y
P E
A
R E
A
4/
S T
-C -5
T
O P
O F
R
IM
.1
8"
O U
T
2.
8"
IN
2.
8"
O U
T
2.
EXISTING GRADE
FINISHED GRADE
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
STORM DRAIN PROFILE - SD02 - STA 3+50 TO 6+00
HORIZONTAL 1" = 20'SCALE: A1
AS NOTED
JMHSMCJMH
17323273
D R
A
IN
A G
E P
R O
F
IL
E S
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD02 - STA -1+00 TO 3+50
HORIZONTAL 1" = 20'SCALE: C1
VERTICAL 1" = 5'
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20' 263
10-04-202410-04-
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
D M
H M
H /1
4S T
-C -5
S
F R
IM
F
D M
H M
H /1
4S T
-C
S
-5
F
R
IM
F
C H
B A
S
IN
T
Y C
A
/1 4S
T -C
-5
S
F
R
IM
F
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
L
B L
D B
L D
B L
D B
LDB LDB LDB LDB LDB LDB LDB
E D
B
EMH
EDBEDBEDB
EBXTRN
SSX
SS X
S D
X
S D
X
S
CB
TOP=496.80
INV.=491.76
8"ØPVC
8"ØPVC
SMH
TOP=499.30
INV.=494.60
SMH
TOP=498.08
INV.=493.28
SMH
TOP=493.15
INV.=489.95
SSX
SS X
SS X
SS X
SSX
SSX
SSX
SSX
SSX
SSX
W X
W X
W X
W X
W X
W X
EU X
EU X
EU X
EU X
CU X
CU X
CU X
CU X
CU X
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
E
IS
EIS
EIS
E
IS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
D SDSDSD
SD
SD
SD
D
S D
S D
S D
CB
SD
SD
SD
SD D
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E D
B E
D B
E D
B E
D B
E D
B
XDB
X D
B X
D B
X D
B X
D B
X D
B X
D B
XDBXDBXDBXDBXDBXDBXDBXDBXDB
STA 0+06.50, FH02
1- FIRE HYDRANT ASSEMBLY
W/ BOLLARDS
RE: C1/14ST-C-520
N:680335.41 E:392444.43
STA 8+19.33, WL01
1- 8" TEE W/ THRUST BLOCKS
1- 8" GATE VALVE
RE: B2 & C4/14ST-C-520
N:680339.51 E:392449.48
9+
10+00
11+00
W
W W
WW
0+00
4+00
5+
W
W
W
W
8" P
V C
W
L
STA 9+18.86, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680262.31 E:392512.30
STA 10+32.01, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680250.75 E:392624.86
8" PVC (WL01)
STA 10+84.67, WL01
1- 8" 11.25° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680283.99 E:392665.70
8" PVC (WL01)
STA 4+89.54, WL02A
1- 1.5" 45° VERTICAL BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680355.98 E:392582.19
STA 4+78.12, WL02A
1- 1.5" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680347.13 E:392589.39
STA 4+73.12, WL02A
1- 1.5" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680346.61 E:392594.37
1.5" PVC (WL02A)
8" PVC (W
L01)
STA 4+96.25, WL02A
1- 1.5" 45° VERTICAL BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
1- 1.5" TO 0.75" REDUCER
BUILDING CONNECTION
RE: 14PP-P-102 FOR
CONTINUATION
N:680361.19 E:392577.95
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
UTILITY PLAN - PANEL B03
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CU105 FOR CONTINUATION
S E
E S
H E
E T
S T
-C U
F
O R
C O
N T
IN
U
A T
IO
N
PANEL B02
CU105
PANEL C02
CU108
PANEL C01
CU107
PANEL B03
CU106
PANEL C03
CU109
A. REFER TO SHEET 14GI-C-001 FOR CIVIL
GENERAL NOTES.
B. REFER TO SHEET 14GI-C-002 FOR CIVIL
LEGEND.
C. REFER TO SHEET 14GI-C-003 FOR CIVIL
ABBREVIATIONS.
D. REFER TO SHEET 14ST-ES100 FOR SITE
LIGHTING & ELECTRICAL ROUTING
INFORMATION.
E. REFER TO SHEET 14ST-TS100 FOR
COMMUNICATIONS ROUTING
INFORMATION.
F. REFER TO SHEETS CU201 - CU207 FOR
UTILITY PROFILES.
G. REFER TO SHEETS C-520 - C521 FOR
UTILITY DETAILS.
H. ALL BENDS AND TEES REQUIRE THRUST
BLOCKS, RE: B2/14ST-C-520.
I. PROVIDE A VERTICAL SEPARATION OF AT
LEAST 18 INCHES AT UTILITY CROSSINGS.
WATER PIPING MUST CROSS ABOVE
SEWER PIPING AND MUST BE LAID TO
PROVIDE A SEPARATION OF AT LEAST 24
INCHES BETWEEN THE BOTTOM OF THE
WATER PIPING AND THE TOP OF THE
SEWER PIPING.
AS NOTED
TTRSMCJMH
17323282
U T
IL
IT
Y P
LA
N
P
A N
E L
B
PANEL B01
CU104
10-04-202410-04-
14GI-C-001
14GI-C-002
14GI-C-003
14ST-CU105
W
T
S
T -C
U
F
ST-C-520/14ST-
ST-C-520/14ST-
ST-C-520/14S4ST-
-C-520/14ST-T-C-
ST-C-520/14S4ST-
/14ST-C-C-520
-C-520/14ST-T-C-
-C-520/14ST-T-C-
ST-C-520/14S4ST
Q
/14ST-C-520
14ST-ES100
14ST-TS100
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
CLP
TP
EMH
EHH
SMH
S S
X S
S X
S S
X
CB
TOP=690.62
INV.=485.41
SDMH
TOP=489.54
INV.=483.52
(FILLED WITH DIRT)
CB
TOP=490.57
INV.=488.32
S D
X S
D X
S D
X S
D X
S D
X S
D X
SDMH
TOP=492.03
INV.=486.40
12"ØRCP
"Ø R
C P
"Ø R
C P
12"ØPVC
8"ØPVC
"Ø P
V C
" Ø P
V C
8"ØPVC
8"ØPVC
SMH
TOP=492.30
INV.=487.27
SMH
TOP=491.15
INV.=486.32
SMH
TOP=492.07
INV.=484.07
SMH
TOP=491.26
INV.=486.64
S S
X S
S X
S S
X S
S X
SSX
SSX
SSX
SSX
SSX
SSX
SS X
SS X
SS X
SS
X
W X
W X
EU X
EIS
EIS
EIS
E
IS
E
IS
E
IS
E
IS
E
IS
EIS
E
IS
E
IS
E
IS
E
IS EIS
EIS
EIS
EIS
EIS
EIS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
D
DSDSD
SD
SD
D
CB
D
L D
B L
D B
L D
B L
D B
L D
B
LDB LDB LDB LDB LDB
P D
B
PDB
EMH
L D
B L
D B
L D
B
P D
B P
D B
PDBPDBPDBPDB
C D
B
C D
B C
D B
LDB LDB LDB
C D
B
E x
E x
AGO AGO
A G
O A
G O
D
S D
S D
SD
SD
S D
S D
D
X D
B X
D B
X D
B X
D B
X D
B
XDBXDBXDBXDBXDBXDB
12+00
13+00
WW
W W
2 +
3+00
W W
W
W
0+
1+
W
W W
O M
A
LL
E Y
A V
E
OMALLEY AVE
STA 2+07.12, WL02A
1- 1.5" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680545.37 E:392743.51
STA 2+92.01, WL02A
1- 1.5" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680460.92 E:392734.84
1.5" PVC (WL02A)
1.5" PVC (WL02A)
EXISTING RIM/COVER: 490.87
ADJUSTED RIM/COVER: 490.60
EXISTING RIM/COVER: 492.03
ADJUSTED RIM/COVER: 492.02
1.
5"
P
VC (W
L0 2A
STA 12+06.10, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
VERTICAL DEFLECTION
N:680372.72 E:392748.56
STA 12+13.17, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680379.79 E:392748.46
STA 12+38.17, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680397.70 E:392765.90
STA 12+42.41, WL01
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680397.76 E:392770.14
8" PVC (WL01)
STA 13+82.72, WL01
1- 8" 11.25° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680498.30 E:392868.01
STA 13+97.49, WL01
1- 8" TAPPING SLEEVE & VALVE
RE: A3/14ST-C-520
N:680507.39 E:392879.66
STA 0+44.17, WL04
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680604.63 E:392764.08
STA 1+42.28, WL04
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
N:680528.53 E:392826.01
STA 1+83.68, WL04
1- 8" 45° BEND
W/ THRUST BLOCKS
RE: B2/14ST-C-520
CONNECT TO EX WATERLINE
N:680523.48 E:392867.09
P V
C
W L0
4)
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
UTILITY PLAN - PANEL C03
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CU108 FOR CONTINUATION
S E
E S
H E
E T
S T
-C U
F
O R
C O
N T
IN
U
A T
IO
N
PANEL B02
CU105
PANEL C02
CU108
PANEL C01
CU107
PANEL B03
CU106
PANEL C03
CU109
A. REFER TO SHEET 14GI-C-001 FOR CIVIL
GENERAL NOTES.
B. REFER TO SHEET 14GI-C-002 FOR CIVIL
LEGEND.
C. REFER TO SHEET 14GI-C-003 FOR CIVIL
ABBREVIATIONS.
D. REFER TO SHEET 14ST-ES100 FOR SITE
LIGHTING & ELECTRICAL ROUTING
INFORMATION.
E. REFER TO SHEET 14ST-TS100 FOR
COMMUNICATIONS ROUTING
INFORMATION.
F. REFER TO SHEETS CU201 - CU207 FOR
UTILITY PROFILES.
G. REFER TO SHEETS C-520 - C521 FOR
UTILITY DETAILS.
H. ALL BENDS AND TEES REQUIRE THRUST
BLOCKS, RE: B2/14ST-C-520.
I. PROVIDE A VERTICAL SEPARATION OF AT
LEAST 18 INCHES AT UTILITY CROSSINGS.
WATER PIPING MUST CROSS ABOVE
SEWER PIPING AND MUST BE LAID TO
PROVIDE A SEPARATION OF AT LEAST 24
INCHES BETWEEN THE BOTTOM OF THE
WATER PIPING AND THE TOP OF THE
SEWER PIPING.
AS NOTED
TTRSMCJMH
17323285
U T
IL
IT
Y P
LA
N
P
A N
E L
C
ENVIRONMENTAL STUDY
AREA BOUNDARY
PANEL B01
CU104
CONSTRUCTION LIMITS
CONTAINMENT BASIN
10-04-202410-04-
14GI-C-001
14GI-C-002
14GI-C-003
W
T
S
T -C
U
F
14ST-CU108
-C-520/14ST-T-C-
ST-C-520/14S4ST-
C-520/14ST-T-C-
-C-520/14ST-T-C-
ST-C-520/14S4ST-
-C-520/14ST-T-C-
ST-C-520/14S4ST-
/14ST-C-5520
ST-C-520/14S4ST-
ST-C-520/14S4ST-
/14ST-C-5-520
Q
/14ST-C-520
14ST-ES100
14ST-TS100
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
WL01
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
S T
A
0.
W
L0
T A
P P
IN
G
S L
E E
V E
V
A L
V E
R E
A
3/
S T
-C -5
S T
A
1.
W
L0
T E
E W
/ T H
R U
S T
B
LO
C K
S
G
A T
E V
A
LV
E R
E
B
C
/1
S
T -C
-5
S T
A
5.
W
L0
A
IR
R E
L E
A S
E V
A L
V E
R E
A
3/
S T
-C -5
8" PVC
S T
A
6.
W
L0
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
8" PVC
EXISTING GRADE
FINISHED GRADE
6" SAN
=506.14
8" PVC
S
T A
5.
W L0
"X
T E
E W
/ T H
R U
S T
B
LO
C K
S
T
O
R
E D
U C
E R
G A
T E
V A
LV
E
C A
P R
E
B
C
/1
S
T -C
-5
S T
A
0.
W
L0
T E
E W
/ T H
R U
S T
B
LO
C K
S
G
A T
E V
A
LV
E
C
A P
R E
B
C
/1
S T
-C -5
4"
M
IN
S T
A
6.
W
L0
T E
E W
/ T H
R U
S T
B
LO
C K
S
G
A T
E V
A
LV
E R
E
B
C
/1
S
T -C
-5
18" RCP
=510.97
S T
A
4.
W
L0
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
9.
W
L0
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
8" PVC
8"
M
IN
2'x2' DB =507.80
2'x1' DB =511.08
2'x2' DB =509.94
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
WL01
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
S T
A
8.
W
L0
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
8" PVC
S T
A
9.
W
L0
T E
E W
/ T H
R U
S T
B
LO
C K
S
G
A T
E V
A
LV
E R
E
B
C
/1
S
T -C
-5
FINISHED GRADE EXISTING GRADE
S T
A
0.
W
L0
.7
V
E R
T
IC
A L
D E
F
LE
C T
IO
N
8"
M
IN
M
IN
S T
A
7.
W
L0
V E
R T
IC
A
L D
E F
L E
C T
IO
N
8"
M
IN
S T
A
0.
W
L0
.7
V
E R
T
IC
A L
D E
F
LE
C T
IO
N
S T
A
7.
W
L0
V E
R T
IC
A
L D
E F
L E
C T
IO
N
8" PVC
S T
A
7.
W
L0
V E
R T
IC
A
L D
E F
L E
C T
IO
N
30" RCP
=493.28
.5
V
E R
T
IC
A L
D E
F
LE
C T
IO
N
S T
A
4.
W
L0
T E
E W
/ T H
R U
S T
B
LO
C K
S
G
A T
E V
A
LV
E R
E
B
C
/1
S
T -C
-5
2'x1' DB
=502.968" PVC
2'x2' DB =499.68
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
SCALE: A1
WATERLINE PROFILE - WL01 - STA 0+00 TO 4+50
SCALE: C1 HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
WATERLINE PROFILE - WL01 - STA 4+50 TO 9+00
AS NOTED
TTRSMCJMH
17323286
U T
IL
IT
Y P
R O
F
IL
E S
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20' 263
10-04-202410-04-
A P
P
IN
G S
L E
E A
P N
L E
/1 4S
T -C
-5
S
T
V A
L V
E V
L E
/1 4S
T -C
-5
T
C
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
/1 4S
T -C
-5
T
C
/1 4S
T -C
-5
T
C
V A
L V
E V
L E
/1 4S
T -C
-5
S T
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
R U
S T
B L
O C
K U
S B
O C
R /1 4S
T -C
-5
S
V A
L V
E V
L E
/1 4S
T -C
-5
T
C
V A
L V
E V
L E
/1 4S
T -C
-5
S
T C
R E
L E
A S
E V
A L
A E
V /1
4S T
-C -5
S
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
WL01
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 S
T A
.0
W L
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
8" PVC
8" PVC
S T
A
.7
W
L
1.
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
.4
W
L
T A
P P
IN
G
S L
E E
V E
V
A L
V E
R E
A
3/
S T
-C -5
FINISHED GRADE
EXISTING GRADE
8" PVC
8" PVC
S T
A
.1
W
L
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
V
E R
T
IC
A L
D E
F L
E C
T
IO
N
S T
A
.1
W
L
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
.1
W
L
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
.4
W
L
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
.3
V
E R
T
IC
A L
D E
F
LE
C T
IO
N
S T
A
8.
W
L0
5°
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
.6
W
L
1.
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
C L
O F
A C
C E
S S
R O
A D
12" HDPE
=486.34
8"
M
IN
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
WL02
-0+50 0+00 0+50 1+00 1+50 2+00
S T
A
4.
W
L0
S T
A
W
L0
A
T
E E
W / T
H R
U S
T B
LO
C
K S
T O
.5
R
E D
U C
E R
.5
G
A T
E V
A
LV
E
T
O
.5
R E
D U
C E
R
.5
G A
T E
V A
LV
E
R E
B
C
/1
S T
-C -5
S T
A
2.
W
L0
B U
IL
D
IN
G
C O
N N
E C
T
IO
N R
E
C
C -P
-1
F O
R C
O N
T
IN
U A
T
IO
N
FINISHED GRADE
EXISTING GRADE
24" RCP
=507.86
S T
A
0.
W
L0
T A
P P
IN
G
S L
E E
V E
V
A L
V E
W A
T E
R M
E T
E R
R E
A
3/
S T
-C -5
A 3/
4S
T -C
-C
S T
A
4.
W
L0
.5
5° B
E N
D W
T
H R
U S
T B
L O
C K
S R
E
B 2/
S
T -C
-5
S T
A
4.
W
L0
.5
5° B
E N
D W
T
H R
U S
T B
L O
C K
S R
E
B 2/
S
T -C
-5
C L
O F
A C
C E
S S
R O
A D
4" PVC
2.5" PVC
S T
A
4.
W
L0
.4
V
E R
T
IC
A L
D E
F
LE
C T
IO
N
8" SAN
=501.22
4"
M
IN
.5
IN
5.
S T
A
2.
W
L0
.5
2.
V
E R
T
IC
A L
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
8.
W
L0
.5
2.
V
E R
T
IC
A L
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
5.
W
L0
.5
1.
5° V
E R
T
IC
A L
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
S T
A
8.
W
L0
.5
1.
5° V
E R
T
IC
A L
B E
N D
W
T H
R U
S T
B L
O C
K S
R E
B
2/
S T
-C -5
8"
M
IN
VALVE
METER
REDUCER
1'x2' DB =504.50
E
LE
V A
T
IO
N I
N F
E E
T
E
LE
V A
T
IO
N I
N F
E E
T
STATION
WL02A
-0+50 0+00 0+50 1+00
S T
A
4.
W
L0
S T
A
W
L0 2A
T E
E W
/ T H
R U
S T
B
LO
C K
S
T
O
.5
R E
D U
C E
R
.5
G A
T E
V A
LV
E
T O
.5
R
E D
U C
E R
.5
G
A T
E V
A
LV
E R
E
B
C
/1
S
T -C
-5
1.5" PVC
S T
A
7.
W
L0 2A
.5
5° B
E N
D W
T
H R
U S
T B
L O
C K
S R
E
B 2/
S
T -C
-5
S
T A
6.
W L0
2A
.5
5° B
E N
D W
T
H R
U S
T B
L O
C K
S R
E
B 2/
S
T -C
-5
EXISTING GRADE
FINISHED GRADE
4" PVC
8"
M
IN
4"
M
IN
8" WATER
=499.76
1'x2' DB =505.95
REDUCER
GEOMEMBRANE
WRAP (TOP OF PIS)
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
SCALE: A1
WATERLINE PROFILE - WL01 - STA 9+00 TO 12+80
SCALE: C1 HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
WATERLINE PROFILE - WL02
AS NOTED
TTRSMCJMH
17323287
U T
IL
IT
Y P
R O
F
IL
E S
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20'
SCALE: A3 HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
WATERLINE PROFILE - WL02A
10-04-202410-04-
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
A P
P
IN
G S
L E
E A
P N
L E
/1 4S
T -C
-5
T
C
R U
S T
B L
O C
K U
T B
O K
/1 4S
T -C
-5
T
C
/1
4S T
C
C
A L
D E
F
LE
C T
A D
E L
C
R U
S T
B L
O C
K U
S B
O C
/1 4S
T C
S
/1 4S
T -C
-5
S
/1 4S
T C
R U
S T
B L
O C
K U
S B
O C
/1 4S
T C
S
/1 4S
T -C
-5
S
/1 4S
T C
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
R U
S T
B L
O C
K U
S B
O C
/1 4S
T -C
-5
S
E V
A L
V E
A V
/1 4S
T -C
-5
S T
W A
T E
R M
E T
E R
A R
M T
R /1
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Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
V A
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2'x1' DBFUEL
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
WATERLINE PROFILE - WL02A - STA 1+00 TO 6+00
SCALE: C1 HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
AS NOTED
TTRSMCJMH
17323288
U T
IL
IT
Y P
R O
F
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40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20'
WATERLINE PROFILE - WL04
SCALE: A1 HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
10-04-202410-04-
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Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
AS NOTED
JMHSMCJMH
17323295
L A
N D
S C
A P
E N
O T
E S
A N
D S
C H
E D
U
LE
1. VERIFY LOCATION OF UNDERGROUND UTILITIES AND OTHER OBSTRUCTIONS THAT MAY AFFECT THE
WORK. REPORT ANY OBSTRUCTIONS ENCOUNTERED, AND/OR DAMAGED, TO THE CONTRACTING
OFFICER. ONCE DAMAGE IS ASSESSED, INCLUDING APPROPRIATE DISCIPLINE(S), COORDINATE REPAIRS TO UTILITY LINES OR OTHER UNDERGROUND OBSTRUCTIONS AT CONTRACTOR'S EXPENSE.
2. THE LANDSCAPE ESTABLISHMENT PERIOD WILL COMMENCE ON THE DATE THAT INSPECTION BY THE
CONTRACTING OFFICER SHOWS THE NEW PLANTS FURNISHED UNDER THIS CONTRACT HAVE BEEN
SATISFACTORILY INSTALLED AND SHALL CONTINUE FOR A PERIOD OF 365 DAYS.
3. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS HAVE BEEN INSTALLED. INSPECT EXTERIOR
PLANTS AT LEAST ONCE A WEEK DURING THE INSTALLATION AND ESTABLISHMENT PERIOD AND
PERFORM NEEDED MAINTENANCE PROMPTLY. MAINTENANCE CONSISTS OF, BUT IS NOT LIMITED TO
THE FOLLOWING:
A. WATERING, PRUNING, FERTILIZING, ADJUSTING STAKES, WEEDING AND PERFORMING OTHER
OPERATIONS NECESSARY TO PROMOTE PLANT GROWTH AND VIGOR.
4. TURF AREAS, PAVEMENTS AND FACILITIES THAT HAVE BEEN DAMAGED FROM PLANTING
OPERATIONS MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KEEP
CLEAN AT ALL TIMES AT LEAST ONE PAVED PEDESTRIAN ACCESS ROUTE AND ONE PAVED
VEHICULAR ACCESS ROUTE TO EACH BUILDING. CLEAN OTHER PAVING WHEN WORK IN ADJACENT
AREAS IS COMPLETE.
5. ALL LANDSCAPE SUBMITTALS MUST BE REVIEWED AND APPROVED BY NAVFAC PAC RLA.
6. TO AID IN THE PREVENTION OF ACCIDENTAL INTRODUCTIONS OF NON-NATIVE SPECIES OR INVASIVE
SPECIES, CONTRACTORS WILL BE REQUIRED TO DEVELOP A HAZARD ANALYSIS AND CRITICAL
CONTROL POINT (HACCP) PLAN WHICH WILL IDENTIFY RISKS AND POTENTIAL PATHWAYS FOR
INVASIVE SPECIES AND WILL OUTLINE PROCEDURES FOR CONTROLLING AND REMOVING RISKS
IDENTIFIED. THIS PLAN WILL BE APPROVED BY THE INSTALLATION'S NATURAL RESOURCE MANAGER
OR BIOLOGICAL MONITOR.
1. NATIVE PLANT SPECIES MUST BE GROWN AND ORIGINATE ON GUAM. LANDSCAPING MUST CONTAIN
50% MINIMUM NATIVE SPECIES.
2. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO
COMMENCEMENT OF WORK.
3. CONTRACTOR TO VERIFY EXACT LOCATIONS OF ALL TREES WITH THE CONTRACTING OFFICER PRIOR
TO COMMENCEMENT OF PLANTING OPERATIONS.
4. REFER TO CIVIL DRAWINGS FOR FINAL GRADING AND SIDEWALK LAYOUT.
5. TOPSOIL MUST BE INSTALLED PER SPECIFICATIONS. CONTRACTOR WILL BE RESPONSIBLE TO
DETERMINE AND PROVIDE ADEQUATE QUANTITIES OF MATERIALS TO INSTALL PLANTINGS IN PLACE PER DESIGN INTENT. CAREFULLY COORDINATE TO ENSURE PROPER PLACEMENT TO FINISH GRADES.
CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN FINISH GRADES AND DESIGNED DRAINAGE
PATTERNS.
6. LOCATE TREES A MINIMUM SIX FEET AWAY FROM DRAINAGE SWALES.
7. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON PROJECT SITE PRIOR
TO CONSTRUCTION.
8. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WORK AMONG THE VARIOUS TRADES AS
NECESSARY TO AVOID CONFLICTS AND TO ENSURE THE INSTALLATION OF ALL WORK WITHIN THE
AVAILABLE SPACE.
9. CLEAR, GRUB, AND REMOVE ALL WEEDS, STUMPS, ROOTS, ROCKS, CONCRETE DEBRIS, AND TRASH
PRIOR TO PLANTING OPERATIONS.
10. ALL GREEN WASTE GENERATED BY CONSTRUCTION ACTIVITIES MUST BE MANAGED ONSITE.
CONTRACTOR WILL BE REQUIRED TO PREPARE A GREEN WASTE MANAGEMENT PLAN THAT WILL BE INCLUDED IN THEIR OVERALL WASTE MANAGEMENT PLAN. CONTRACTOR IS REQUIRED TO MONITOR GREEN WASTE PILES WEEKLY FOR CRB INFESTATION. IF INFESTATION IS PRESENT, THE PILES MUST
GO THROUGH A GRINDER/SHREDDER PRIOR TO RESUMING COMPOST ACTIVITIES.
11. CONTRACTOR MUST OBTAIN ANY NECESSARY DIG PERMITS 15 CALENDAR DAYS PRIOR TO START OF
EXCAVATION.
12. BACKFILL MIX MUST CONSIST OF FOUR (4) PARTS OF AMENDED IMPORTED PLANTING SOIL TO ONE (1) PART ORGANIC SOIL CONDITIONER (SEE SPECIFICATIONS). ADD ONE 1(1) POUND OF 10-30-10 FERTILIZER TO ONE (1) CUBIC YARD OF BACKFILL MIX. MIX THOROUGHLY ON PROJECT SITE PRIOR TO
ANY PLANTING OPERATIONS.
13. INDICATED BACKFILL MIX IS FOR BIDDING PURPOSES ONLY. A SOIL CHEMICAL ANALYSIS WITH
RECOMMENDATIONS WILL BE REQUIRED AND TAKE PRECEDENCE OVER THE ABOVE INDICATED
MIXTURE AND SPECIFICATION.
14. PLANTING TABLETS FOR TREES SHALL BE AS FOLLOWS:
25 GALLON 8 TABLETS
3 GALLON 2 TABLETS
USE SLOW RELEASE FERTILIZER TABLETS 20-10-5, 21 GRAM SIZE.
15. CONTRACTOR TO PERFORM AERATION, MINIMUM 4" DEPTH, USING HOLLOW TINES TO AVOID SOIL
COMPACTION, ON ALL NATURAL GRASS AREAS ON LAST DAY OF LANDSCAPE ESTABLISHMENT
PERIOD.
16. REPAIR AND GRASS ALL AREAS DAMAGED BY CONSTRUCTION OPERATIONS INCLUDING ACCESS, STORAGE, AND LAY DOWN AREAS.
1. IRRIGATION SYSTEM IS SUBJECT TO FIELD ADJUSTMENTS DUE TO UNANTICIPATED SITE CONDITIONS.
AVOID ANY CONFLICT BETWEEN UNDERGROUND UTILITIES, STRUCTURES AND PLANTINGS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR LOCATION AND PROTECTING ALL EXISTING UTILITIES.
2. CONTRACTOR MUST REFER TO SECTION 01 50 00 TEMPORARY CONSTRUCTION AND CONTROLS, AND COORDINATE WITH OICC TO DETERMINE IF POTABLE WATER WILL BE AVAILABLE AND PROVIDED BY
THE GOVERNMENT.
3. CONTRACTOR MUST PROVIDE A TEMPORARY ON-GRADE AUTOMATIC IRRIGATION SYSTEM (TO BE
APPROVED BY THE CONTRACTING OFFICER) FOR THE DURATION OF THE PLANT ESTABLISHMENT
PERIOD AND NOT TO EXCEED ONE YEAR FROM ACCEPTANCE. THE TEMPORARY AUTOMATIC
IRRIGATION SYSTEM MUST CONSIST OF, BUT IS NOT LIMITED TO THE FOLLOWING:
A. IRRIGATION WATER METER.
B. REDUCED PRESSURE BACKFLOW PREVENTER WITH STAINLESS STEEL ENCLOSURE
C. SHUT OFF AND ISOLATION VALVES.
D. BOOSTER PUMP IF ADEQUATE WATER PRESSURE IS UNAVAILABLE TO SUPPORT
THE TEMPORARY IRRIGATION SYSTEM REQUIREMENTS.
E. AUTOMATIC IRRIGATION CONTROLLER INCLUDING A MINIMUM OF 3 INDEPENDENT
PROGRAMS, 7 DAY PROGRAM CYCLE, AND 8 START TIMES PER PROGRAM PER DAY.
F. RAIN SENSOR
G. PVC OR HDPE MAINLINE AND DISTRIBUTION LINES, INCLUSIVE OF JOINT RESTRAINT
SYSTEMS IF NECESSARY TO PREVENT PIPE MOVEMENT DURING SYSTEM
OPERATION.
H. SLOW CLOSING REMOTE CONTROL VALVES CONSTRUCTED OF GLASS FILLED
NYLON AND INCLUDES: FABRIC-REINFORCED DIAPHRAGM, INTERNAL SCREEN
SCRUBBER MECHANISM TO PREVENT DEBRIS CLOGGING, AND PRESSURE
REGULATION.
I. GEAR DRIVEN ROTOR HEADS WITH ADJUSTABLE ARC, PRESSURE REGULATION AND
CHECK VALVES FOR LARGE RADIUS AREAS.
J. FIXED SPRAY HEADS OR FIXED STREAM ROTARY HEADS WITH PRESSURE
REGULATION, CHECK VALVES, AND NOZZLES WITH MATCHED PRECIPITATION RATES FOR SMALL
RADIUS AREAS.
K. ALL LABOR, MATERIALS AND APPURTENANCES REQUIRED TO INSTALL AND
MAINTAIN THE TEMPORARY IRRIGATION SYSTEM.
4. CONTRACTOR TO SUBMIT A WATERING SCHEDULE PRIOR TO START OF LANDSCAPE IRRIGATION PIPING MAY BE INSTALLED ON-GRADE. HOWEVER, THE PIPING LAYOUT MUST NOT CREATE A TRIP HAZARD FOR
PEDESTRIANS OR OBSTRUCT VEHICULAR PATHS.
5. PIPE SLEEVES MUST ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE
THROUGH SLEEVE MATERIAL.
6. EXTEND SLEEVES 18" BEYOND EDGES OF PAVING OR CONSTRUCTED HARDSCAPE.
7. MARK SLEEVE LOCATIONS ON SIDES OF PAVING OR WITH IRRIGATION FLAGS IN PLANTING AREAS.
8. VERIFY ALL SLEEVE LOCATIONS WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION OF PAVING.
9. CONTRACTOR MUST COORDINATE INSTALLATION OF ALL SLEEVES AND CONDUITS UNDER PAVEMENT
AND THROUGH WALLS. CONTRACTOR MUST ASSURE THAT THESE ITEMS ARE LAID PRIOR TO
PLACEMENT OF PAVEMENT OR WALL STRUCTURES.
10. THE LANDSCAPE CONTRACTOR MUST REMOVE THE TEMPORARY IRRIGATION SYSTEM IN ITS ENTIRETY UPON COMPLETION OF THE IRRIGATION ESTABLISHMENT PERIOD AND MUST REPLANT/REPAIR ANY
AREAS DAMAGED DURING THE REMOVAL OF THE TEMPORARY IRRIGATION SYSTEM.
SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
TREES
7 AGLAIA MARIANNENSIS AGLAIA 3" CAL.
CONTAINER GROWN; FULL,
SYMMETRICAL CANOPY;
SINGLE, STRAIGHT LEADER
12 CORDIA SUBCORDATA CORDIA 3" CAL.
CONTAINER GROWN; FULL,
SYMMETRICAL CANOPY;
SINGLE, STRAIGHT LEADER
SHRUBS
13 SCAEVOLA SERICEA HALF FLOWER
GAL.
GRASS
APPROX.
324,705 SF
CYNODON DACTYLON /
EREMOCHLOA
OPHIUROIDES
BERMUDA /
CETIPEDE GRASS
MIX
- HYDROSEED
MISCELLANEOUS
247 LF ROOT BARRIER - - REFER TO SPECIFICATIONS
80 LF EDGING - - REFER TO SPECIFICATIONS
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
10-04-2024
REGISTEREDEREEER ENGINEERING FIRM F-2966
10-04-10-04-
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
TMH
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E
IS
E
IS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
E
IS
E
IS
E
IS
E
IS
E
IS
E
IS
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EIS
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EIS
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EIS
E
IS
E
IS
E
IS
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IS
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IS
E
IS
E
IS
EIS EIS EIS EIS
EIS
EIS
PANEL A03
LP103
PANEL B03
LP106
PANEL C03
LP109
PANEL C02
LP108
PANEL B02
LP105
PANEL B01
LP104
PANEL C01
LP107
BONNIS BLVD
OMALLEY AVE
P O
W E
R S
A V
E
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
AS NOTED
LWMJFJH
17323296
S
IT
E
L A
N D
S C
A P
E K
E Y
P
LA
N
LANDSCAPE KEY PLAN
1" = 100'SCALE: A1 0 100 200
BERMUDA / CENTIPEDE HYDROSEED
LIMITS OF CONSTRUCTION.
REF. CIVIL
CORDIA / CORDIA SUBCORDATA
A. CONTRACTOR IS RESPONSIBLE FOR THE
LOCATION AND MARKING OF ALL
UNDERGROUND OR ABOVE GROUND
UTILITIES WITHIN THE PROJECT. ANY
TREE TO BE PLANTED CLOSER THAN 10'-0"
FROM UNDERGROUND UTILITY TO
RECEIVE ROOT BARRIER.
B. ALL AREAS DISTURBED DUE TO
CONSTRUCTION ACTIVITIES MUST
RECEIVE SEED AS SPECIFIED.
C. LANDSCAPE AREAS MUST BE KEPT FREE
OF TRASH, LITTLER, WEEDS AND OTHER
MATERIALS FROM PLANTS NOT A PART OF
THIS LANDSCAPE PLAN.
D. REFERENCE ARCHITECTURAL AND CIVIL
PLANS FOR DETAILED BUILDING LAYOUT,
RAMPS, STAIRS AND WALKS.
E. REFERENCE CIVIL PLANS FOR PROPOSED
GRADES.
F. REFERENCE SHEET LP001 FOR NOTES
AND LP501 FOR DETAILS.
G. ALL GREEN WASTE GENERATED FROM
CLEARING AND GRUBBING TASKS AND
CONSTRUCTION ACTIVITIES MUST BE
MANAGED, PROCESSED AND REUSED ON
SITE. CONTRACTOR WILL BE REQUIRED TO
PREPARE A GREEN WASTE MANAGEMENT
PLAN. CONTRACTOR IS REQUIRED TO
GRIND/SHRED/COMPOST ON SITE ALL
GREEN WASTE TO PREVENT COCONUT
RHINOCEROS BEETLE INFESTATION.
J. REFER TO 14GI-C-003 FOR ABBREVIATIONS
AND 14GI-C-003 FOR SYMBOL LEGENDS.
ENVIRONMENTAL STUDY AREA
BOUNDARY; REF. CIVIL
EIS
RESTRICTED AREA BOUNDARY
FENCE; REF. CIVIL
AGLAIA / AGLAIA MARIANNENSIS
HALF FLOWER / SCAEVOLA SERICEA
PANEL B03
LP106
PANEL A03
LP103
PANEL C03
LP109
PANEL C02
LP108
PANEL B02
LP105
PANEL B01
LP104
PANEL C01
LP107
PANEL A02
LP102
PANEL A01
LP101
10-04-2024
REGISTEREDEREEER ENGINEERING FIRM F-2966
10-04-10-04-
14GI-C-003
14GI-C-003
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDBx
EDB
EDB
EDBx
SS X
S D
X
S D
X
S D
X
S D
X
S D
X
S D
X
S D
X
S D
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SDX
W X
W X
W X
W X
W X
W X
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W X
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W X
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D
CONSTRUCTION LIMITS
ENVIRONMENTAL STUDY
AREA BOUNDARY
DETENTION BASIN
SECURITY FENCE
W/O BARB WIRE
EXISTING LAWN AREAS
TO REMAIN, TYP.
EXISTING LAWN AREAS
TO REMAIN, TYP.
EAM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
JC
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
DRAWFORM REVISION: 25 AUGUST 2020
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E CONTRACT NO. N62478-20-D-5036
A/E Task Order No. N6274223F0328
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
TEXAS REGISTERED ENGINEERING FIRM F-2966
THE RECORD
COPY OF THIS DRAWING
IS ON FILE AT THE OFFICES OF
FOR THE PURPOSES OF REFERENCE,
MANAGEMENT UNDER THE AUTHORITY OF
COORDINATION, AND/OR FACILITY
ARCHITECT/ENGINEER OF RECORD
THIS ELECTRONIC DOCUMENT IS RELEASED
NOT BE MODIFIED BY ANY PERSON
IT IS RELEASED.
UNDER WHOSE AUTHORITY
OTHER THAN THE PROFESSIONAL
THIS ELECTRONIC DOCUMENT MAY
JACOBS ENGINEERING GROUP INC.
777 MAIN ST., FORT WORTH TX. 76102
AS NOTED
LWMJFJH
17323297
S
IT
E
L A
N D
S C
A P
E P
L A
N
P A
N E
L A
LANDSCAPE PLAN - PANEL A03
1" = 20'SCALE: A1 0 20 40
S E
E S
H E
E T
S T
-L P
F
O R
C O
N T
IN
U
A T
IO
N
PANEL B01
LP104
PANEL C01
LP107
PANEL C02
LP108
PANEL C03
LP109
PANEL B03
LP106
PANEL B02
LP105
BERMUDA / CENTIPEDE HYDROSEED
LIMITS OF CONSTRUCTION.
REF. CIVIL
ENVIRONMENTAL STUDY AREA
BOUNDARY; REF. CIVIL
EIS
RESTRICTED AREA BOUNDARY
FENCE; REF. CIVIL
A. CONTRACTOR IS RESPONSIBLE FOR THE
LOCATION AND MARKING OF ALL
UNDERGROUND OR ABOVE GROUND
UTILITIES WITHIN THE PROJECT. ANY
TREE TO BE PLANTED CLOSER THAN 10'-0"
FROM UNDERGROUND UTILITY TO
RECEIVE ROOT BARRIER.
B. ALL AREAS DISTURBED DUE TO
CONSTRUCTION ACTIVITIES MUST
RECEIVE SEED AS SPECIFIED.
C. LANDSCAPE AREAS MUST BE KEPT FREE
OF TRASH, LITTLER, WEEDS AND OTHER
MATERIALS FROM PLANTS NOT A PART OF
THIS LANDSCAPE PLAN.
D. REFERENCE ARCHITECTURAL AND CIVIL
PLANS FOR DETAILED BUILDING LAYOUT,
RAMPS, STAIRS AND WALKS.
E. REFERENCE CIVIL PLANS FOR PROPOSED
GRADES.
F. REFERENCE SHEET LP001 FOR NOTES
AND LP501 FOR DETAILS.
G. ALL GREEN WASTE GENERATED FROM
CLEARING AND GRUBBING TASKS AND
CONSTRUCTION ACTIVITIES MUST BE
MANAGED, PROCESSED AND REUSED ON
SITE. CONTRACTOR WILL BE REQUIRED TO
PREPARE A GREEN WASTE MANAGEMENT
PLAN. CONTRACTOR IS REQUIRED TO
GRIND/SHRED/COMPOST ON SITE ALL
GREEN WASTE TO PREVENT COCONUT
RHINOCEROS BEETLE INFESTATION.
J. REFER TO 14GI-C-003 FOR ABBREVIATIONS
AND 14GI-C-003 FOR SYMBOL LEGENDS.
PANEL A03
LP103
10-04-2024
REGISTEREDEREEER ENGINEERING FIRM F-2966
10-04-10-04-
14GI-C-003
14GI-C-003
T
S
T -L
P
F
Approved By
CAPT Troy Brown, JRM J4 via email
9/24/2024
Approved By
CAPT Troy Brown, JRM J4
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