2_P012_Amend.0002_Dwgs-Signed.pdf
PDF 19 MB Posted
- Attached to
- WON 1665555, FY24 AJJY183012 (P-012), PDI: NORTH AIRCRAFT PARKING RAMP, ANDERSEN AIR FORCE BASE, GUAM
- Solicitation number
- N62742-26-R-1300
About this file
This document is a comprehensive set of design and construction drawings for the P-012 North Aircraft Parking Ramp project at a naval facility in Guam. The project involves demolition and new construction of parking facilities, site infrastructure, utilities, and telecommunications systems.
The scope includes demolition of existing asphalt pavement, concrete structures, electrical systems, and telecommunications infrastructure across multiple designated areas (Areas 1-26), with removal of existing utilities, equipment, and site features. New construction encompasses approximately 5,000+ linear feet of aircraft parking ramp with associated taxilanes, drainage systems, grading, and utility installation. The design incorporates flexible pavement construction, full-depth sawcuts, and environmental controls including karst feature remediation, stormwater management with infiltration ponds and swales, and complete utility coordination for electrical distribution, telecommunications backbone cabling, water, sanitary sewer, and fuel systems. Telecommunications work includes new 4-way concrete encased ductbank installation, cable racking systems in existing and new distribution vaults, interbuilding backbone riser diagrams, and site communication infrastructure. The project also includes a detached equipment yard with color-coded finishes and specifications for exterior painting. Roadway design features horizontal and vertical curves with profiles ranging from approximately 470 to 545 feet in elevation across multiple station points. All work is illustrated across detailed site plans, demolition plans, grading and drainage plans, utility coordination plans, pavement marking plans, drainage profiles, and architectural/structural details with comprehensive legends, keynotes, and general notes addressing site-specific conditions, material specifications, and construction requirements.
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90167
3/10/2026
3/10/2
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N:689428.04 E:385741.89
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N:689684.39 E:386311.90
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TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
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N30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
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JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
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O N
D
AT
E
LEGEND
KEYNOTES
GENERAL NOTES
ASPHALT ROADWAY, RE: C3/CS501
LIMITS OF DISTURBANCE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
524 MINOR CONTOUR
MAJOR CONTOUR
STREET LIGHT POLE, RE: A3/ES503
REFER TO SHEETS CS503 AND CS504 FOR MARKING DETAILSA
ROADWAY CENTERLINE
EDGE OF PAVEMENT / ASPHALT TAPER, RE: D4/CS501
EXISTING FIRE HYDRANT
ELECTRICAL PULL BOX
EXISTING WATER VALVE
EXISTING COMMUNICATION MANHOLE
EXISTING UNDERGROUND COMM.Cx
CS204
R O
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SCALE:
ROADWAY PLAN & PROFILE RW01 STA 18+75-25+00 - AREA 24 & 25A1 HORIZONTAL 1" = 30'
VERTICAL 1" = 5'
M
AT
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0 2.5' 5' 10'
GRAPHIC SCALES
17361758
A M
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JENNIFER M. HAYNES
90167
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F H
FH
EDGE OF DIRT ROAD
C x
Cx Cx Cx Cx Cx Cx
C x
C x
Cx Cx Cx Cx Cx
AREA 25
AR
EA
AREA 26
AR
EA
EDGE OF DIRT ROAD
25+00 26+00 27+00
28+00
29+00
30+00
31+00
RW01
STA=25+00.00
N:689684.39 E:386311.90
PC STA=25+99.31
N:689725.12 E:386402.47
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SH
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FO
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2.14%
AREA 26
CENTERLINE OF RW01
0.60%
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STA=31+25.00
N:689765.11 E:386916.25
=53°18'24" R=762.00' T=382.47' L=708.95'
RW01 CL
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TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
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AC
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S
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(J R
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A
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(P -0
PD
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A
IR
C R
AF
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PA
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N
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N F
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AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
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N A M E U B L D G N A V F A C
P a c if ic D
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L A Y O U T
N A M E S
IT
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P A V
IN
G
P L A N
A R E A
P L O T T E D
:3 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
LEGEND
KEYNOTES
GENERAL NOTES
ASPHALT ROADWAY, RE: C3/CS501
LIMITS OF DISTURBANCE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
524 MINOR CONTOUR
MAJOR CONTOUR
STREET LIGHT POLE, RE: A3/ES503
REFER TO SHEETS CS503 AND CS504 FOR MARKING DETAILSA
ROADWAY CENTERLINE
EDGE OF PAVEMENT / ASPHALT TAPER, RE: D4/CS501
EXISTING COMMUNICATION MANHOLE
EXISTING ELECTRICAL
MANHOLE/HANDHOLE
ELECTRICAL PULL BOX
POINT OF CURVATUREPC
EXISTING UNDERGROUND COMM.Cx
CS205
R O
AD
W
AY
P
LA
N
P
R O
FI
LE
R W
S
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5+
-3 1+
AR
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ATC
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S204 FO
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C O
N
TIN
U
ATIO
N
SCALE:
ROADWAY PLAN & PROFILE RW01 STA 25+00-31+25 - AREA 25 & 26A1 HORIZONTAL 1" = 30'
VERTICAL 1" = 5' SCALE: 1"=5'
0 2.5' 5' 10'
GRAPHIC SCALES
17361759
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90167
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AM
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F H
TMH-457
TMH-458
FH
EMHP554-5
EMHP555-5
DANG FADANGAREA 23 AREA 23
AR
EA
AREA 23AREA 23
AR
EA
AR
EA
AR
EA
AR
EA
A
AR
EA
AREA 17 AREA 17 A
AR
EA
AR
EA
EDGE OF DIRT ROAD
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION
DEPRESSION
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG(2)
0+
B
SD
SD
TP 487.48
TP 476.77
5 49047 7 478 47
3 484 486 487 488 489
2.6%0.5%
ME 485.82
ME 486.30
ME 491.29
ME 484.67ME 478.57
TP 477.00
TP 476.76
2.0%
TP 487.25
TP 487.24
TP 485.32
TP 485.56
TP 485.32
ME 484.60
ME 481.66
ME 481.80
ME 482.79
FG 469.00
N = 688651.40 E = 384779.71
STRUCTURE ID: 443
STA -0+00.00, SD08
HEADWALL
RE: A2/CG501
N:688634.74 E:384741.70
18" RCP (SD08)
2.0%
TYP
CL Swale 483.62 N = 689036.47 E = 384962.29
CL Swale 475.63 N = 688825.81 E = 384659.90
CL Swale 475.43 N = 688794.70 E = 384708.86
CL Swale 484.18 N = 689121.15 E = 385000.95
CL Swale 488.12 N = 689227.10 E = 385236.54
CL Swale 475.16 N = 688747.73 E = 384676.60
CL Swale 475.49 N = 688809.26 E = 384649.08
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
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N
AV
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N
AV
FA
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N A
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F
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C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 23
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
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TE
M
S C
O M
M
AN
D
JO
IN
T R
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N M
AR
IA
N
AS
(J R
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G U
AM
FY
A
JJ
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(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
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IT
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S
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G
IN
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IN
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S
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TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
IL
E
N A M E U B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C G .d w g
L A Y O U T
N A M E G R A D
IN
G
A N D
D R A
IN
A G E
P L A N
A R E A
P L O T T E D
:0 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
GENERAL NOTES
LEGEND
A CONTOURS ARE AT 1' INTERVALS
TOP OF PAVEMENT ELEVATIONTP
XXX SLOPE (PERCENT)
B ADJUST NEW AND EXISTING UTILITY COVERS TO NEW GRADE
C REFER TO SHEETS CS201 TO CS207 FOR ROADWAY PROFILES
FINISHED GRADE ELEVATIONFG
REFER TO SHEETS CG201 TO CG210 FOR STORM DRAIN
PROFILES
D
E
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR525
LIMITS OF DISTURBANCE
LIMITS OF GRADING
MATCH EXISTING ELEVATIONME
EXISTING SINKHOLE
TOP & BOTTOM OF BASIN
ROADWAY CENERLINE
EXISTING WATER VALVE
EXISTING COMMUNICATION MANHOLE
EXISTING ELECTRICAL MANHOLE
STORM DRAINSD
HEADWALL, RE: A2/CG501
KEYNOTES
488 2.0' BOTTOM DRY SWALE, RE: D1/CG502
489 ROCK CHECK DAM, RE: C3/CG503
CENTERLINE ELEVATIONCL
CENTERLINE OF SWALE
EXCAVATED SOIL WILL BE STOCKPILED ON SITE IN THE
NORTHEAST CORNER AND NORTHWEST CORNER OF THE
SITE. REFER TO SHEET GI001 FOR RECOMMENDED
STOCKPILE AREAS.
CG124
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE:
GRADING AND DRAINAGE PLAN - AREA 23A1 1" = 30'
17361821
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3/10/2026
AM
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F H
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FH
EMHP554-6
EMHP555-6 EMHP554-7
EDGE OF DIRT ROAD
FADANG FADANG
AR
EA
AR
EA
AREA 24 AREA 24
AR
EA
AREA 24AREA 24
AR
EA
AR
EA
AR
EA
AR
EA
A
AR
EA
AREA 18 AREA 18 A
G FADANG
FADANG
NUNU
FADANG
FADANG
500 50 5 51
504 50
9 511
514 51
TP 490.57
TP 497.96 TP 506.34
TP 515.51
4.59% 4.59%3.69%
4:
TP 490.33
TP 490.33
4.6%
5.0%
ME 517.03
N = 689506.22 E = 385843.79
ME 512.86
ME 505.00ME 496.06
ME 490.25
ME 490.75
ME 491.79
ME 493.66
ME 494.10
CL Swale 488.12 N = 689227.10 E = 385236.54
CL Swale 516.02 N = 689502.01 E = 385847.84
TYP
488405 405
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y
N
AV
FA
C
P
AC
IF
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N A
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F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 24
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
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AN
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JO
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T R
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N M
AR
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N
AS
(J R
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G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
IL
E
N A M E U B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C G .d w g
L A Y O U T
N A M E G R A D
IN
G
A N D
D R A
IN
A G E
P L A N
A R E A
P L O T T E D
:2 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
GENERAL NOTES
LEGEND
A CONTOURS ARE AT 1' INTERVALS
B ADJUST NEW AND EXISTING UTILITY COVERS TO NEW GRADE
C REFER TO SHEETS CS201 TO CS207 FOR ROADWAY PROFILES
D
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR525
LIMITS OF DISTURBANCE
LIMITS OF GRADING
TOP OF PAVEMENT ELEVATIONTP
XXX SLOPE (PERCENT)
CENTERLINE ELEVATIONCL
FINISHED GRADE ELEVATIONFG
EXISTING SINKHOLE
ROADWAY CENERLINE
EXISTING COMMUNICATION MANHOLE
EXISTING WATER VALVE
EXISTING ELECTRICAL
MANHOLE/HANDHOLE
ROCK CHECK DAM, RE: C3/CG503
CENTERLINE OF SWALE
KEYNOTES
488 2.0' BOTTOM DRY SWALE, RE: D1/CG502
489 ROCK CHECK DAM, RE: C3/CG503
405 ADJUST WATER VALVE TO GRADE RE: A4/CU502
EXCAVATED SOIL WILL BE STOCKPILED ON SITE IN THE
NORTHEAST CORNER AND NORTHWEST CORNER OF THE
SITE. REFER TO SHEET GI001 FOR RECOMMENDED
STOCKPILE AREAS.
CG125
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE:
GRADING AND DRAINAGE PLAN - AREA 24A1 1" = 30'
17361822
1 1
EN
D
M
EN
T N o.
M
AR
-2
JENNIFER M. HAYNES
90167
3/10/2026
AM
EN
D .0
- R
EV
IS
ED
F H
TMH-460
TMH-461
FH
EMH554-7
EMHP555-7
EMHP554-8
EMHP555-8
EDGE OF DIRT ROAD
AR
EA
AR
EA
AREA 25 AREA 25
AR
EA
AREA 25AREA 25
AR
EA
AR
EA
AR
EA
AR
EA
AR
EA
AREA 19 AREA 19
535 54
TP 538.74
TP 534.66
TP 529.24TP 520.09
2.08%2.14%4.59%
ME 522.75
ME 520.39
ME 528.66
ME 534.56 ME 536.60
ME 540.26
TP 538.50
TP 538.49
ME 536.19
ME 533.52ME 530.18
ME 521.35
ME 529.73
ME 529.38 ME 532.33
ME 533.37
ME 532.66
ME 532.74
ME 532.21 ME 539.33
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 25
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
IL
E
N A M E U B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C G .d w g
L A Y O U T
N A M E G R A D
IN
G
A N D
D R A
IN
A G E
P L A N
A R E A
P L O T T E D
:3 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
GENERAL NOTES
LEGEND
A CONTOURS ARE AT 1' INTERVALS
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR525
B ADJUST NEW AND EXISTING UTILITY COVERS TO NEW GRADE
C REFER TO SHEETS CS201 TO CS207 FOR ROADWAY PROFILES
LIMITS OF DISTURBANCE
D
LIMITS OF GRADING
MATCH EXISTING ELEVATIONME
TOP OF PAVEMENT ELEVATIONTP
XXX SLOPE (PERCENT)
ROADWAY CENERLINE
EXISTING WATER VALVE
EXISTING ELECTRICAL
MANHOLE/HANDHOLE
EXISTING COMMUNICATION MANHOLE
EXCAVATED SOIL WILL BE STOCKPILED ON SITE IN THE
NORTHEAST CORNER AND NORTHWEST CORNER OF THE
SITE. REFER TO SHEET GI001 FOR RECOMMENDED
STOCKPILE AREAS.
CG126
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE:
GRADING AND DRAINAGE PLAN - AREA 25A1 1" = 30'
17361823
EN
D
M
EN
T N o.
M
AR
-2
JENNIFER M. HAYNES
90167
3/10/2026
AM
EN
D .0
- R
EV
IS
ED
F H
X X
X X
X
X X X X X X X X X
X X
X X
X
TA
XI
LA
N
E L3
TA
XI
LA
N
E L2
OVERHANG
F
TMH
TMH
EMH
UHH
UHH
FUELVENT
EHH
36 MUNITION
TMH
EMH
TMH
UMH UMH
CPAD
UMH
PRESSURE
VALVE
TMHEMH
EHH
TMH
EMHP554-3
FH FH
EMHP554-4
EMHP555-4
TMH-457
TMH-458
TMH-459
TMH-460
TMH-461
TMH-462
TMH-463
TMH-464
TMH-465
TMH-466
FH FH FH
FH
FH
FH
FH
FH
FH
EMHP554-5
EMHP555-5 EMHP554-6
EMHP555-6 EMHP554-7
EMHP555-7
EMHP554-8
EMHP555-8
EMHP554-9
EMHP555-9
EMHP554-10
EMHP555-10
EMHP554-11
EMHP555-11
EMHP554-12
EMHP555-12
EMHP555-13
EMHP554-13
CONC.MON.
6"x6"(2)
UHH
UHH UHH UHH
UHH
UHH
UHH
UHH
UHH
UHH
UHH
UHH
EXPOSED
1"ØMETALPIPE
F
FMH(2)
UMH
EHH(3)ST-16-7
TMH
EDGE OF AC PAVEMENT
EDGE OF AC PAVEMENT
EDG
E O
F AC PAVEM
ENT
HEADWALL
TOP=494.03
℄INV=491.06
℄INV=491.08
℄INV=491.09
℄INV=491.12
TMH-81-3
EMH
EMH
VOICE
TRN-SW-94-11-1
EBX
UHH(2)
EMH
BUILDING
NO. 2544
DIESELTANK
SW-16-11
EH
H TRN
N - 3
FH
EDGE OF AC PAVEMENT
EHHST-16-6
N - 4 N - 5 N - 6
EXPOSEDMETALPLATE
EARTHEN SWALE
STOP
HEADWALL
TOP=500.16
℄INV=498.27
EHH(3)
INV=500.946"ØPVC
CONCRETE SWALE
TMH
EMH
HEADWALL
TOP=497.43
℄INV=494.51
℄INV=494.54
℄INV=494.57
℄INV=494.60
℄INV=494.66
EMH
TRANSFORMER
CPAD CPAD
CONCRETE WALL
HEIGHT= ±6'
CONCRETE W
ALL
HEIG
HT= ±
6'
CONCRETE WALL
HEIGHT= ±7'
CONCRETE WALL
HEIGHT= ±6'
EDGE OF AC PAVEMENT
(2)JET
ANCORS
(2)JET
ANCORS
FH
CPAD
EXPOSED PIPE
24"ØGALV.
EXPOSED PIPE
10"ØGALV.
EHH
RIPRAP
RIPRAP
FH
HEADWALL
TOP=500.50
℄INV=499.63
8"Ø
PVC
6"Ø
PVC
(2)
18"Ø R
C P(5)
18"ØRCP(4)
6"PVC
LADDER
SWITCHOUT(2)
ELEC/FUEL
EXPOSED6"ØPVC
CPAD
CPAD
GL
GL
GL
GL
GL
GL
GL GL
GL
GL GL GL GL
GL
WATERTANK
EHHST-16-5
DRAIN HOLE
NORTH RAMP
MAIN BASE
TMH
XX
CONCRETE SWALE
EBX
TMH
HEADWALL
TOP=492.69
℄INV=489.95
℄INV=490.03
℄INV=490.08
℄INV=490.07
FH
EMH(2)
SMH
TOP=495.99EMH
TMH
WHH(2)
FH
EHH(2)
TMH
TRN
SMH
TOP=495.32
WHH
EBX(5)
SMHTOP=495.80
SMH
TOP=496.27
RIPRAP
BUILDINGNO. 40030
CPAD
CPAD(2)
HBIBCPAD
FFE=495.68
FFE=495.65
FFE=495.67
FFE=531.93
40' C O
N
TAIN
ER
40' CONTAINER(5)
40' CONTAINER(5)
CHAINLINK FENCE
WITH BARBWIRE
HEIGHT= ±8'
CHAINLINK FENCE
WITH BARBWIRE
HEIGHT= ±8'
RIPRAP(2)
EMH
TMH
CONCRETE SIDEWALK
C O
N C
R
ETE SID
EW
ALK
C O
N C
R
ETE SID
EW
ALK
EMH(2)
TRN
CLP
CLP
EMH
TMH
EHH
TMH
YEILD
STOP
CMH-494
CHH
CLP
EHH
CMH-494
CHH
EARTHEN SWALE
EARTHENSWALE
CLP
EHH
SMHTOP=529.10
EARTHENSWALE
SMHTOP=508.27
EMH
FH
42"ØRCP(2)
CLP
EHH
40' CONTAINER(2)
CPAD
ED
G
E O F D
IR
T R
O
AD
ED
G
E O F D
IR
T R
O
AD
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
SMH
TOP=515.33
CLP
EHH
CMH
CHH
SMH
TOP=515.23
FH STOP
CLP
EHH
EARTHENSWALE
CLP
EHH
TRN
EMH
CLP
EHH
CLP
EHH
CLP
EHH
STOP
CONCRETE WALL
HEIGHT= ±7'
INV=501.686"ØRCP
INV=501.73
8"ØRCPINV=501.69
8"ØRCP
CHH
CHH
EMH(2)
CMH
ED
G
E O
F AC
PAVEM
EN
T
ED
G
E O
F AC
PAVEM
EN
T
UHH
CMH
CMH
CMH
CHH
FH
PANDANAS(2)
SMH
TOP=466.63
CHH
BCM
12"ØPVC
ED
G
E O
F AC
PAVEM
EN
T
ED
G
E O
F AC
PAVEM
EN
T
CLP
WATER PIPE
WHH WHH
CMH
CMH
EDGE OF DIRT ROAD
EDGE OF DIRT ROAD
EDGE OF DIRT ROAD
EDGE OF DIRT ROAD
FADANG
FADANG
FADANG
FADANG
FADANG FADANG FADANG
FADANG
STOCKPILE
X
X
X
X
HHHHHHHXXXXXXXX
5TH STREET
X
X
EDGE OF DIRT ROAD
EDGE OF DIRT ROAD
EDGE OF DIRT ROAD
ELECTRICAL
TRANSFORMER
CONCRETE WALL
ENCLOSURE
HEADWALL
WATER TANK
WATER TANK
ELECTRICAL
EQUIPMENT
CONCRETE WALL
ENCLOSURE
GUARDRAIL
EA
R
TH
EN
SW
AL
E
JE
T
BL
AS
T D
EF
LE
C
TO
R B
AR
R
IE
R
PATCH
T O P B E R M
TOP BERM
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION
DEPRESSION(2)
DEPRESSION(2)
DEPRESSION
DEPRESSION(2)
BOTTOM BERM
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
STOCKPILE
D
EPR
ESSIO
N
CPADCPAD
CPAD
CPAD
CPP
(ABANDONED)
DCA-2
N 687,040.51 E 385,158.42
EL. 531.07
FADANG
FADANG(3)
FADANG(2)
NUNU
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG FADANG
FADANG
FADANG
PANDANAS(5)
PANDANAS(5)
FADANG
FADANG
FADANG
NUNU
FADANG(STUMP)
NUNU
NUNU
NUNU
FADANG
NUNU
NUNU
NUNU
NUNU
NUNU
NUNU
NUNU
NUNU
PANDANAS(5)
PANDANAS
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
NUNU
FADANG
FADANG
NUNU
FADANG(2)
FADANG
FADANG(3)
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG
FADANG(2)
FADANG
FADANG
NUNU
FADANG
FADANG
FADANG
FADANG
N U
N U
N U
N U
N U
N U
NUNU
NUNU
FADANG
DCA-1A
N 686,910.84 E 385,069.70
EL. 532.51
DCA-32
N 687,293.82 E 385,985.68
EL. 522.35
DCA-26
N 687996.81 E 387581.52
EL. 495.02
DCA-7
N 688,693.21 E 383,968.79
EL 461.36
STOCKPILE
GATE
CODE
CONCRETE
RIPRAP
HEADWALL
TOP=499.37
℄INV=495.99
HEADWALL
TOP=499.44
℄INV=495.95
EARTHEN SWALE
EMH
EMH CLP
CLP
CHAINBX
SENSOR
PATCH
SENSOR
PATCH
48"ØRCP(2)
RIPRAP
FH
FH
WV(3)
WV
WV
EMH
CLP
TMH
EHH
CLP
CONCRETE WALL
HEIGHT= ±8'
CPAD
CONC DRWY
EMH
EHH
CLP
EMH
EDGE OF
FH
FH
CP
ON-OFF
SWTCH
ER
SHUTOFF
MTL
BOX
MTL
ARMATUR
PIPE
POST(2)
WV
SDMH
TOP=508.17 CP(2)
CHH
CMH
CONCRETE SWALE
WV
"Ø
POLY
MER
PLA
STIC
HEADWALL
PU
M
P EBXFUEL
PIPE
(2)
HAND
PUMP
LEVEL
TRNSMTR
CB
TOP=508.20
℄=506.89
CONCRETE BUMP
CB
TOP=508.20
℄=506.89
X
SMH
TOP=501.39
℄INV=492.91
℄INV=493.00
EMH
EHH
ST-16-5
EHH
ST-16-5
EHH
ST-16-5
SMH
TOP=500.34
℄INV=492.90
℄INV=490.70
℄INV=490.56
CONCRETEPAD
CONTRACTOR LAYDOWN AREA
ERT TESTING AREA A1
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
200' 400'0
SCALE: 1"=200'
100'
ATMSMCJMH
KEY PLAN
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
OVERALL
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
IL
E
N A M E U B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C G .d w g
L A Y O U T
N A M E K A R S T
F E A T U R E S
P L A N
P L O T T E D
:3 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
GENERAL NOTES
LEGEND
A HIRE FULL-TIME HYDRO GEOLOGIST (WITH GUAM EPA
APPROVED CREDENTIALS), WHO MUST BE PRESENT WHEN
EARTHWORK IS BEING PERFORMED.
ZONE 1 - GROUTED SURFACE FEATURES
(IMPERMEABLE INFILL)
ZONE 2 - BOULDER/GRAVEL FEATURES
(PERMEABLE INFILL)
ZONE 3 - UNMITIGATED AREA
B HIRE FULL-TIME GEOTECHNICAL ENGINEER WITH
EXPERIENCE IN THE MARIANAS ISLANDS OR HAWAII, WHO
MUST BE PRESENT WHEN EARTHWORK IS BEING
PERFORMED.
C FOR AREAS RECEIVING GROUT AS SHOWN ON CG146, STOP
GROUTING AT 10CY PER HOLE/PIPE SHAFT/SOLUTION TUBE
AND CONTACT THE CONTRACTING OFFICER IF 10CY DID
NOT RESULT IN VISIBLE FILLING OF VOID.
D FOR AREAS RECEIVING GROUT AS SHOWN ON CG146, TOP
OFF VOID AFTER 10CY HAS BEEN PLACED DUE TO SETTLING
OR IF GROUT DID NOT REACH ADJACENT GROUND SURFACE
ELEVATION.
E SEE KARST FEATURES DETAIL ON CG146 FOR SINKHOLE
REPAIR REQUIREMENTS.
F IF KARST FEATURES ARE FOUND IN THE CONTRACTOR
LAYDOWN AREA OR PFAS RELOCATION AREA, NOTIFY THE
CONTRACTING OFFICER.
ID AREA (ACRE) MIN. NO. OF ERT LINES MIN. TOTAL LENGTH
OF ERT TESTING (FT)
A1 4.4 10* 5,000*
* MINIMUM VALUES INCLUDE EXTENDING ERT TESTING 100-FT
BEYOND THE MAPPED EXTENTS OF EXISTING SINKHOLES
SHOWN ON THE DRAWINGS, IN ACCORDANCE WITH
SPECIFICATION 31 00 00, SUBSECTION 3.3.3, ELECTRICAL
RESISTIVITY TOMOGRAPHY (ERT).
--- --- --- 37,000**
** MINIMUM VALUE INDICATES ADDITIONAL ERT TESTING TO BE
PERFORMED AT UNMAPPED SINKHOLES AS APPROVED BY THE
CONTRACTING OFFICER, AND IN ACCORDANCE WITH
SPECIFICATION 31 00 00, SUBSECTION 3.3.3, ELECTRICAL
RESISTIVITY TOMOGRAPHY (ERT).
PERIMETER OF MAPPED EXISTING
SINKHOLE
CG144
KA
R
ST
F
EA
TU
R
ES
P
LA
N
SCALE:
KARST FEATURES PLANA1 1" = 200'
POWER
CHECK
PAD
17361839
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ZONE 1 (IMPERMEABLE INFILL)ZONE 2 (PERMEABLE INFILL)ZONE 3
FINISH GRADE
EXISTING GRADE
X
CAP ROCK
CAP ROCK
CAP ROCK
CAP ROCK
COLLAPSED/WEATHERED
ROCK
COLLAPSED/WEATHERED
ROCK
STRUCTURAL FILL
INFILTRATION
POND
OVERBURDEN
SOILS
WATER
POTENTIAL WATER
SOLUTION CAVITY
REPAIRED
PIPE/SHAFTS
UNKNOWN
PIPE/SHAFTS
CONCRETE
GEOTEXTILE
SAND FILTER
DURABLE CRUSHED STONEX
PLACE DURABLE STONE FOR
SUPPORT OF REPAIR DURING
CONSTRUCTION
MIN. 3'
OVERLAP
GROUT
X
DURABLE CRUSHED STONE
FINISH GRADE
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
ATMSMCJMH
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
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P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E F T W F
IL
P ro je c ts D F W B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C G .d w g
L A Y O U T
N A M E K A R S T
F E A T U R E S
D E T A
IL
P L O T T E D
:0 p m
U S E R M e n d e z F X
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
CG146
KA
R
ST
F
EA
TU
R
ES
D
ET
AI
L
SCALE:
KARST FEATURES DETAILA1 N.T.S.
X WIDTH OF SINKHOLE "THROAT".
<1 FT PLACE GROUT (SAND-CEMENT) MIXTURE INTO OPEN CAVITY.
1 TO < 3 FT ZONE 1: PLACE CRUSHED STONE WITH A MINIMUM PARTICLE DIAMETER OF 18 INCHES UP TO THE THROAT OF THE SINKHOLE. CAP WITH LOW SLUMP (4-IN), STRUCTURAL GRADE CONCRETE A MINIMUM OF 3 FEET ABOVE THE THROAT OR THE GROUND SURFACE; WHICHEVER IS LOWER. STONE MUST BE A DURABLE MATERIAL.
ZONE 2: PLACE STONE WITH PARTICLE SIZES RANGING FROM 4 TO 12 INCHES UP TO THE BASE OF THE THROAT OF THE SINKHOLE FOR SUPPORT. A GEOTEXTILE MUST THEN BE PLACED TO LINE THE HOLE. PLACE CRUSHED STONE WITH A MINIMUM PARTICLE DIAMETER OF 18 INCHES OVER GEOTEXTILE, AND FULLY ENCAPSULATED THE CRUSHED STONE BY WRAPPING IT IN GEOTEXTILE. STONE MUST BE A DURABLE MATERIAL. ABOVE THE GEOTEXTILE-ENCAPSULATED CRUSHED STONE LAYER, PLACE A 12-INCH THICK SAND FILTER IN ACCORDANCE WITH
SPECIFICATION SECTION 31 00 00 "EARTHWORK".
3 TO 6 FT ZONE 1: PLACE DURABLE CRUSHED STONE RANGING FROM 24 TO 36 INCHES UP TO THE THROAT OF THE SINKHOLE. CAP WITH LOW SLUMP (4-IN), STRUCTURAL GRADE CONCRETE A MINIMUM OF 4 FEET ABOVE THE THROAT OR THE GROUND SURFACE; WHICHEVER IS LOWER. CLEAN STONE, DEFINED AS A DURABLE STONE WITH 6 PERCENT FINES OR LESS AT THE TIME OF PLACEMENT, WITH DIAMETERS RANGING FROM 6 TO 18 INCHES CAN BE PLACED IN WET CONCRETE TO REDUCE THE REQUIRED VOLUME OF CONCRETE TO FACILITATE THE CONSTRUCTION OF
IMPERMEABLE STRUCTURAL CONCRETE CAP.
ZONE 2: PLACE STONE WITH PARTICLE SIZES RANGING FROM 8 TO 16 INCHES UP TO THE BASE OF THE THROAT OF THE SINKHOLE FOR SUPPORT. A GEOTEXTILE MUST THEN BE PLACED TO LINE THE HOLE. PLACE CRUSHED STONE WITH A MINIMUM PARTICLE DIAMETER OF 24 INCHES OVER GEOTEXTILE, AND FULLY ENCAPSULATED THE CRUSHED STONE BY WRAPPING IT IN GEOTEXTILE. STONE MUST BE A DURABLE MATERIAL. ABOVE THE GEOTEXTILE-ENCAPSULATED CRUSHED STONE LAYER, PLACE A 12-INCH THICK SAND FILTER IN ACCORDANCE WITH
SPECIFICATION SECTION 31 00 00 "EARTHWORK".
> 6 FT THE CONTRACTOR'S HYDROGEOLOGIST/GEOTECHNICAL ENGINEER MUST SUBMIT A KARST REPAIR METHODOLOGY TO THE CONTRACTING OFFICER ENTITLED "KARST FEATURE REPAIR METHODOLOGY AND HYDROGEOLOGIC ASSESSMENT REPORT". THE METHODOLOGY MUST BE BASED ON AND INDICATE THE REPAIR TYPE ZONE SHOWN ON CG144 AND CG145 THAT IS REQUIRED TO GUARANTEE THE PROJECT'S DESIGN. THE METHODOLOGY MUST ALSO INCLUDE THE ERT DATA REPORT ENTITLED "SUBSURFACE EXTENTS OF KARST FEATURES REPORT" DELINEATING THE SUBSURFACE EXTENTS OF THE FEATURE, AND THE DIMENSIONS AND THE LOCATION OF THE FEATURE AND OTHER REQUIREMENTS AS INDICATED IN SPECIFICATION SECTION 31 00 00 "EARTHWORK" PARAGRAPH 3.3.3. UPON REVIEW OF THE PROPOSED REPAIR METHODOLOGY BY THE CONTRACTING OFFICER, THE DOR AND GEPA, A REPAIR METHOD WILL
BE ISSUED TO THE CONTRACTOR.
17361841
EN
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3/10/2026
AM
EN
D .0
EDGE OF DIRT ROAD
T X T X T X T X T X T X T X T X T X T X T X T X T X T X CCx Cx Cx Cx Cx Cx Cx CxCx Cx Cx Cx
AR
EA
AR
EA
AREA 25 AREA 25
AR
EA
AREA 25AREA 25
AR
EA
AR
EA
AR
EA
AR
EA
AR
EA
AREA 19 AREA 19
E E E E E E E E E E E
E
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
KEY PLAN
AREA 25
AREA 22
AREA 21AREA 16 AREA 17 AREA 18 AREA 19 AREA 20
AREA 11 AREA 12 AREA 13 AREA 14
AREA 6 AREA 7 AREA 8 AREA 9
AREA 1 AREA 2 AREA 3
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
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JO
IN
T R
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IO
N M
AR
IA
N
AS
(J R
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AM
FY
A
JJ
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(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
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P
AC
IF
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ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
AREA 5
AREA 23 AREA 24 AREA 25 AREA 26
F
IL
E
N A M E U B L D G N A V F A C
P a c if ic D
P
N o rt h
A ir c ra ft
P a rk in g
R a m p
W o rk in g
D o c u m e n ts
S h e e ts .0
C iv il P C U .d w g
L A Y O U T
N A M E U T
IL
IT
Y
P L A N
A R E A
P L O T T E D
:2 p m
U S E R C a m e ro S
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
AREA 4
AREA 15
AREA 10
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
GENERAL NOTES
LEGEND
EXISTING UNDERGROUND ELECTRICEx EXISTING UNDERGROUND COMM.Cx
EXISTING WATERLINEWx
EXISTING SANITARY SEWERSSX
LIMITS OF DISTURBANCE
EXISTING PHONE LINET X
EXISTING COMMUNICATION MANHOLE
EXISTING ELECTRICAL MANHOLE
UNDERGROUND ELECTRICE
EXISTING WATER VALVE
A
B
REFER TO SHEET ES101 - ES104 FOR SITE LIGHTING
INFORMATION.
HORIZONTAL BENDS AND TEES REQUIRE THRUST BLOCKS
CU108
U
TI
LI
TY
P
LA
N
AR
EA
SCALE:
UTILITY PLAN - AREA 25A1 1" = 30'
17361870
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JENNIFER M. HAYNES
90167
3/10/2026
AM
EN
D .0
- R
EV
IS
ED
F H
3/10/2026
AM
EN
D .0
- R
EV
IS
ED
F H
AT
T S
XETE FO
SA
C
HR
IS ALFSTA
D
2 6 9 63
R
EG
IS
TE
RED ARCHITEC
T
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
GRAPHIC SCALE
FI
LE
N
AM
E:
LA
YO
UT
N
AM
E:
PL
OT
TE
D:
US
ER
C
U se rs a lf st a cm
D o c u m e n ts P A D A lf st a C M .r vt
:2
:0
P M
DE
TA
CH
ED
E
QU
IP
M
EN
T
YA
RD
CA
A
03/16/2026
AD
D
C M
U C
O
AT
IN
G
, U
PD
AT
E
G
AT
E C
O
LO
R
10-MAR-2026
A
M
EN
D .0
U
PD
AT
ED
G
R O
U N
D
IN
G R
EQ
R
M N
TS
0-
M
AR
-2
X73 X77 X70 X71
X72
X75 X74 X69
HARMON FUTURE YIGO DEDEDO
TP16 TP15
T16 T15
BT
P94 P90P96 P68 P66P69
SW-69-1
MAIN SUBSTATION
SW-94-6 SW-94-11
SW-69-2 SW-69-3
SW-94-12 SW-94-14
SW-94-11-1
SW-94-15
T2544
TO P62 OH
ITN
NB105.2
OH LINE
MH-10 MH-173
SW-16-3 SW-16-4A ST16-6 SW-16-11
GROUNDING
TRANFORMER
MSA 1 OH LINE
U.G. TO CMMF
T2649
150KVA T2641A
1000KVA
HC5
HANGAR
T2590
1500KVA
FUEL FARM
T LIGHT
300KVA
T FIRE
75KVA
P80 P83
P81
P87
P86 P84
P85
P82
STATION 'F'
P551
P552
P553
P554
P-BT
P555
P556
P557
P558
P559
P550
P560
SPARE
STATION SVC
TRANSFORMER #1
STATION SVC
TRANSFORMER #2
NORTH RAMP
SW-14-84-7
EXISTING SW "E"
EXISTING SW 'A'
SW-16-1-3
T26542
300KVA
T2654
FIRE STA.
T2642A
300KVA
NAVY CFA
WASH
RACK
SW-554-18
T2616
150 KVA
BLDGS
B2616 & B2619
MH 95-1
SW-2619
T FIRE PUMP
HOUSE (P109)
SW-P554-19 SW-P554-20
P109
HANGAR
EMH P555-24
(EXISTING MH-14-84-15) MH-14-84-8
MH-14-85-8
SW 'D'
SW-16-4B
T2641B
1000KVA
T2555
150KVA
T2600
STATION #7
MH-16-14-2 MH-16-14-2A
T51164
75KVA
T51242
75KVA
T51104
75KVA
T51108
75KVA
T5110
150KVA
T51266
100KVA
MH-16-
14-2-3
SW-14-84-12
MH-14-84-12
T2799
75KVA
MH 95-6-1
SW 95-10
T51109
500KVA
T51150
300KVA
SW-16-1-14 T51154
300KVA
EXISTING SPARE CIRCUIT BREAKER.
PROVIDED UNDER P109 PROJECT.
1- 156mmØ, 3-500 KCMIL, CU, 15KV 1- 156mmØ, SPARE
1- 4/0 COUNTERPOISE GROUND.
1- 103mmØ, 3- #1 AWG, CU, 15KV 1- 103mmØ, SPARE
1- 4/0 COUNTERPOISE GROUND.
1- 103mmØ, 2- #1 AWG, CU, 15KV 1- 103mmØ, SPARE
2- 156mmØ, STUBOUT
1- 4/0 COUNTERPOISE GROUND.
2- 103mmØ, STUBOUT.
1- 4/0 COUNTERPOISE GROUND.
MH 95-6
MH 16-1-8
MH-16-1-8-1
T26542B
1000KVA
SW 'B'
TP85-14
SW P555-26
EXISTING MH 95-4
T2750
75KVA
(MYSTIC STAR)
SW P555-24SW P555-22
TSTLT, 15KVA,
13.8KV-480/240V,
1Ø,3W
SW P555-16
FUTURE
ST16-5
SPARE
FUTURE
EXISTING EMH
554-19A (P109)
500 KCMIL
500 KCMIL
250 KCMIL
EXISTING 500
KCMIL
250 KCMIL
500 KCMIL
250 KCMIL
250 KCMIL
1- 156mmØ, WITH 3-750 KCMIL, CU, 15KV 1- 156mmØ, SPARE
1- #4/0, COUNTERPOISE GROUND
600A, 15KV PAD MOUNTED SW.
1- 156mmØ, 3-250 KCMIL, CU, 15KV 1- 156mmØ, SPARE
1- 4/0 COUNTERPOISE GROUND
N.O.
N.O.
N.O. N.O.
N.O.
N.O.
SPARE
P63
EXISTING EMH P90-1
EMH P90-2
EMH P90-3
EMH P63-2
EMH P63-3
EXISTING EMH P63-1
EMH P554-4
EMH P555-4
USE EXISTING
CONDUIT
EMH 554-19
FUTURE P230
EXISTING 2-103Ømm
USE EXISTING
CONDUIT
EMH 554-20
FUTURE HANGAR 601
EXISTING MH
EMH 554-22
EMH P555-22A
EMH P555-26
NORTH ROAD
(EXISITNG 14-85-15)
EMH P555-24 EMH P555-25
FUTURE P240
EMH P555-16
EXISTING MH-16-4
USE EXISTING CONDUIT
EXISTING EMH P554-18
EXISTING 2-156mmØ CONDUIT & 1#4/0 COUNTERPOISE GROUND.
PROVIDE 3-750KCMIL, CU, 15KV CABLES IN ONE OF THE CONDUIT
1-156mmØ WITH 3-750 KCMIL, CU, 15KV EACH CONDUIT 3-156mmØ SPARE
1-156mmØ WITH 3-750KCMIL, CU, 15KV EACH CONDUIT 3-156mmØ SPARE 1-103mmØ SPARE FOR FUTURE FIBER OPTIC CABLE
1-#4/0 COUNTERPOISE GROUND
4-156mmØ CONDUIT STUB-OUT
4-156mmØ & 1-103mmØ CONDUIT STUB-OUT
FOR SWITCHGEAR DETAILED ONE LINE DIAGRAM, SEE SHEET E-603-A
PROVIDED UNDER NR PARKING PHASE II PROJECT.
1 2
2 4
1 2
2 4 30 30
1 2
3 4
1 2
2 4 30 30
1 2
3 4
1 2
2 4
1 2
2 4
EXISTING 2-156mm CONDUIT
STUB-OUT. PROVIDE 3-500 KCMIL
CABLES IN ONE OF THE CONDUIT
STATION POWER, SEE SHT E-601-A.
1 2
2 4EXISTING 500 KCMIL
MH-16-1-8-2
MH-16-8-1A
MH-14-85-7
MH-14-84-7
P109 IMPROVEMENTS AS SHOWN ARE NOTIONAL AND SUBJECT TO CHANGE.
FUTURE SECTION
FUTURE SECTION
MH-16-2-3
A. ITEMS SHOWN UNDER THE BOLD HATCH
ON THIS SHEET INDICATE DEMOLITION
SCOPE. OTHER ITEMS REPRESENT
EXISTING CONDITIONS.
GENERAL NOTES
023.
031.
14 14
141414
6 3
11 13
19 19
PROVIDE 1- 6" CONDUIT WITH 3-500 KCMIL,
CU, 15KV CABLE AND 1-#4/0 GROUND FROM
EXISTING SWITCH ST16-5 TO EXISTING
SWITCH SW-16-11; 1 -6" SPARE CONDUIT
PROVIDE 1- 6" CONDUIT WITH 3-500 KCMIL,
CU, 15KV CABLE AND 1-#4/0 GROUND FROM
EXISTING SWITCH ST16-6 TO EXISTING
SWITCH SW-16-11; 1 -6" SPARE CONDUIT
PROVIDE 75KVA 13.8KV-480/277V
PADMOUNT TRANSFORMER. REFER TO
SHEET ES103 FOR MORE INFORMATION.
PROVIDE 1-5" CONDUIT WITH 3- #4/0 AWG
CU, 15KV CABLE AND 1-#4/0 GROUND FROM
EXISTING SWITCH TO 75KV TRANSFORMER.
1-5" SPARE CONDUIT.
KEYED NOTES
001.
002.
003.
004.
A2 EXISTING DISTRIBUTION ONE LINE DIAGRAM - NEW WORK
SCALE: NTS
NOTES:
DSB DSB SDS
17361903
EP601
EX
IS
TI
N
G D
IS
TR
IB
U
TI
O
N O
N E
LI
N
E D
IA
G
R
AM
N
EW
W
O R
K
N APRON
75KVA
10-MAR-2026
A
M
EN
D .0
U
PD
AT
ED
G
R O
U N
D
IN
G R
EQ
R
M N
TS
0-
M
AR
-2
TMH
EMH
FUELVENT
EHH
36 MUNITION
TMH
EMH
TMH
UHH
UHH
UHH
UHH
EDGE OF AC PAVEMENT
EDG
E O
F AC PAVEM
ENT
TRN-SW-94-11-1
EBX
EMH
BUILDING
NO. 2544
DIESELTANK
SW-16-11
EH
H TRN
FH
NORTH RAMP
MAIN BASE
TMH
FFE=531.93
YEILD
STOP
CHH
EDG
E O
F AC PAVEM
ENT
BCM
CMH
CPP
(ABANDONED)
C x
C x
C x
C x
C x
C x
C x
Cx Cx
Cx
C x
C x
C x
C x
C x
C x
C x
CxCx Cx
Cx
C x
C x
C x
C x
C x
C x
C x
Cx Cx Cx Cx Cx Cx Cx Cx Cx
C x
Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx
Cx
C x
C x
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T D T D .d w g
L A Y O U T
N A M E T D
P L O T T E D
:4 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
D
80' 160'0
SCALE: 1"=80'
20'
A1 TELECOMMUNICATIONS SITE DEMOLITION PLAN 1
SCALE 1" = 80'
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. INFRASTRUCTURE MUST BE INSTALLED AND CUT
OVER PRIOR TO DEMOLITION WORK. COORDINATE
CUTOVER WITH COMMUNICATION SQUADRON.
TQB BDP SDS
17361915
TD101
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
D
EM
O
LI
TI
O N
P
LA
N
TD101 TD102
AREA KEY MAP
EXISTING
COMM
TMH-58
EXISTING
COMM
TMH-57
EXISTING
COMM
TMH-59
EXISTING
COMM
TMH-56
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
F
TMHEMH
EHH
TMH-465
TMH-466
FH
FH
EMHP555-12
EMHP555-13
EMHP554-13
F
FMH(2)
UMH
EHH(3)ST-16-7
TMH
EDGE OF AC PAVEMENT
TMH-81-3
EMH
EMH
EDGE OF AC PAVEMENT
EHHST-16-6
STOP
EHH(3)
TMH
EMH
EMH
TRANSFORMER
FH
EHH
FH
SWITCHOUT(2)
ELEC/FUEL
GL GL GL GL
EHHST-16-5
EBX
TMH
FH
EMH(2)
SMH
TOP=495.99EMH
TMH
WHH(2)
FH
EHH(2)
TMH
TRN
SMH
TOP=495.32
WHH
EBX(5)
SMHTOP=495.80
SMH
TOP=496.27
BUILDINGNO. 40030
HBIB
FFE=495.68
FFE=495.65
FFE=495.67
EMH
TMH
EMH(2)
TRN
CLP
EMH
TMH
EHH
TMH
SMHTOP=508.27
EMH
ED
G
E O F D
IR
T R
O
AD
SM
TOP=515.3
CLP
WATER PIPE
WHH
WHH
T O P B E R M
TOP BERM
T X
T XT X
T X T X
T X
T X
T X
T X
T X
T X
C x
C x
C x
C x
C x
CxCx Cx
Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx
C x
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T D T D .d w g
L A Y O U T
N A M E T D
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
D
80' 160'0
SCALE: 1"=80'
20'
A1 TELECOMMUNICATIONS SITE DEMOLITION PLAN 2
SCALE 1" = 80'
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. INFRASTRUCTURE MUST BE INSTALLED AND CUT
OVER PRIOR TO DEMOLITION WORK. COORDINATE
CUTOVER WITH COMMUNICATION SQUADRON.
TD101 TD102
AREA KEY MAP
TQB BDP SDS
17361916
TD102
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
D
EM
O
LI
TI
O N
P
LA
N
EXISTING
COMM
TMH-55
EXISTING
COMM
TMH-54
EXISTING
COMM
TMH-52
EXISTING
COMM
TMH-51
EXISTING
COMM
TMH-53
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
EMHP554-3
EMHP554-4
EMHP555-4
TMH-457
TMH-458
TMH-459
EMHP554-5
EMHP555-5 EMHP554-6
EMHP555-6
CHH
CMH
CMH
CHH
CHH
CMH
X X
X X X X X X X X X X X X X X X X X X
T X T X T X T X T X T X T X T X T X T XT X T X T X
T X
T X T
X
CCx Cx CxCx Cx CxCx Cx Cx
C x
Cx Cx
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
T X T X T X T X T X T X T X T X T X T XT X T X T X
T X
T X T
X
5TH STREET
CCx Cx CxCx Cx CxCx Cx Cx
C x
Cx Cx
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
X
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T S T S .d w g
L A Y O U T
N A M E T S
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
S1
MATCHLINE, SEE TS103
A1 TELECOMMUNICATIONS SITE PLAN 1
SCALE 1" = 80'
80' 160'0
SCALE: 1"=80'
40'
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. SEE SHEET TS701 TELECOMMUNICATIONS
INTERBUILDING BACKBONE RISER FOR PROJECT
CABLING REQUIREMENTS.
EXISTING
COMM
TMH-456
EXISTING
COMM
TMH-457
EXISTING
COMM
TMH-458
EXISTING
COMM
TMH-459
EXISTING
COMM
TMH-455
EXISTING
COMM
TMH
EXISTING
COMM
TMH
TQB BDP SDS
17361917
TS101
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
P
LA
N
EXISTING
COMM
TMH
EXISTING
COMM
TMH
MATCHLINE, SEE TS106
M
AT
C
H
LI
N E, S
EE
T S1
TS101 TS102
TS103 TS104
AREA KEY MAP
TS105
TS106
TS107
TS108
TS109
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
TMH-460
TMH-461
TMH-462
TMH-463
TMH-464
EMHP554-7
EMHP555-7
EMHP554-8
EMHP555-8
EMHP554-9
EMHP555-9
EMHP554-10
EMHP555-10
EMHP554-11
EMHP555-11
EMHP554-12
X X X X
X
T X T X T X T X T X T X T X T X
T X
T X
T X
T X
T X
T X
T X
T X
C x
C x
C x
C x
C x
C x
C x
Cx Cx
C x
Cx Cx CxCx Cx CxT X T X T X T X T X T X T X T X
T X
T X
T X
T X
T X
T X
T X
T X
C x
C x
C x
C x
C x
C x
C x
Cx Cx
C x
Cx Cx CxCx Cx Cx
X
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T S T S .d w g
L A Y O U T
N A M E T S
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
S1
MATCHLINE, SEE TS104
80' 160'0
SCALE: 1"=80'
40'
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. SEE SHEET TS701 TELECOMMUNICATIONS
INTERBUILDING BACKBONE RISER FOR PROJECT
CABLING REQUIREMENTS.
A1 TELECOMMUNICATIONS SITE PLAN 2
SCALE 1" = 80'
M
AT
C H
LI
N
E, S
EE
T
S1
EXISTING
COMM
TMH-460
EXISTING
COMM
TMH-461
EXISTING
COMM
TMH-462
EXISTING
COMM
TMH-463
EXISTING
COMM
TMH-464
TQB BDP SDS
17361918
TS102
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
P
LA
N
2TS101 TS102
TS103 TS104
AREA KEY MAP
TS105
TS106
TS107
TS108
TS109
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
TMH
TMH
UHH
UHH
UHH
BUILDING
NO. 2544
DIESELTANK
TMH
FFE=531.93
CHH
BCM
GGN-8N 687,430.982
E 385,524.796
CMH
X
X
X
X X
X X
X X
X X
X X
TA
XI
LA
N
E L2
TA
XI
LA
N
E L2
TA
XI
LA
N
E L2
C x
C x
C x
C x
C x
C x
C x
Cx Cx
Cx
C x
C x
C x
C x
C x
C x
C x
CxCx Cx
Cx
C x
C x
C x
C x
C x
C x
C x
Cx Cx
C x
Cx Cx Cx
X
X
C x
C x
C x
C x
C x
C x
C x
Cx Cx
Cx
C x
C x
C x
C x
C x
C x
C x
CxCx Cx
Cx
C x
C x
C x
C x
C x
C x
Cx Cx
Cx
C x
EDGE OF DIRT ROAD
C x
C x
C x
Cx Cx
Cx
X
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T S T S .d w g
L A Y O U T
N A M E T S
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
S1
MATCHLINE, SEE TS101
80' 160'0
SCALE: 1"=80'
40'
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. SEE SHEET TS701 TELECOMMUNICATIONS
INTERBUILDING BACKBONE RISER FOR PROJECT
CABLING REQUIREMENTS.
A1 TELECOMMUNICATIONS SITE PLAN 3
SCALE 1" = 80'
EXISTING
COMM
TMH
EXISTING
COMM
TMH
EXISTING
COMM
TMH
TQB BDP SDS
17361919
TS103
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
P
LA
N
M
AT
C H
LI
N
E, S
EE
T
S1
EXISTING
COMM
TMH-58
EXISTING
COMM
TMH-59
TS101 TS102
TS104
AREA KEY MAP
TS105
TS106
TS107
TS108
TS109
TS103
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
F
TMH-465
TMH-466
F
FMH(2)
UMH
TMH
TMH-81-3
STOP
TMH
SWITCHOUT(2)
ELEC/FUEL
GL GL GL GL
X X
X
X X
TMH
TMH
TMH
TMH
TMH
TMH
S
X X
X X
X X
X X
X X
X X
TA
XI
LA
N
E L3
TA
XI
LA
N
E L3
TA
XI
LA
N
E L3
T X
T XT X
T X T X
T X
T X
T X
T X
T X
T X
C x
C x
C x
C x
C x
CxCx Cx
Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx Cx
Cx
C x
X
X
T X
T XT X
T X T X
T X
T X
T X
T X
T X
T X
C x
C x
C x
C x
C x
CxCx Cx
Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx Cx
C x
U C
X
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T S T S .d w g
L A Y O U T
N A M E T S
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
S1
MATCHLINE, SEE TS102
80' 160'0
SCALE: 1"=80'
40'
M
AT
C H
LI
N
E, S
EE
T
S1
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT OF
WORK.
F. SEE SHEET TS701 TELECOMMUNICATIONS
INTERBUILDING BACKBONE RISER FOR PROJECT
CABLING REQUIREMENTS.
A1 TELECOMMUNICATIONS SITE PLAN 4
SCALE 1" = 80'
EXISTING
COMM
TMH-465
EXISTING
COMM
TMH-466
EXISTING
COMM
TMH-467
EXISTING
COMM
TMH-468
TQB BDP SDS
17361920
TS104
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
P
LA
N
EXISTING
COMM
TMH-52
EXISTING
COMM
TMH-53
EXISTING
COMM
TMH-51
EXISTING
COMM
TMH-494
NEW 4-WAY
DUCTBANK
TS101 TS102
AREA KEY MAP
TS105
TS106
TS107
TS108
TS109
TS103 TS104
3/10/2026
A
M
EN
D .0
M
H
ID
'S C
H
AN
G E
0-
M
AR
-2
CLP
STOP
CMH-494
CHH
CLP
EHH
CMH-494
CHH
CLP
EHH
CLP
EHH
CLP
EHH
CMH
CHH
STOP
CLP
EHH
CLP
EHH
TRN
EMH
CLP
EHH
CLP
EHH
CLP
EHH
EMH
EMH CLP
CLP
EMH
CLP
TMH
EHH
CLP
EHH
EMH
EMH
EHH
TMH
STOP
CLP
STOP
BOARD
EMH
EMH
CLP
ON-OFF
SWTCH
ER
SHUTOFF
UHH
CHH
CMH
BUILDING
NO. 2590
BUILDING
NO. 2591
FFE=511.94
FFE=511.97
PU
M
P EBX
HAND
PUMP
T-5SET
N 688,622.2090 E 388,497.5304
EL 500.637
T-6SET
N 688,767.4660 E 388,872.1822
EL 509.231
FFE=512.12
X
X X X X
SMH
TOP=505.42
℄INV=499.43
℄INV=499.48
℄INV=499.19
SMH
TOP=509.00
℄INV=496.90
℄INV=497.98
℄INV=497.05
SMH
TOP=501.39
℄INV=492.91
℄INV=493.00
EMH
EHH
ST-16-5
EHH
ST-16-5
EHH
ST-16-5
SMH
TOP=500.34
℄INV=492.90
℄INV=490.70
℄INV=490.56
T X T X T X T X T X
T X
T X
T X
T X T X
T X
T X
T X T X
T X
T X
T X T
C x
Cx CxCx
Cx
Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx
Cx Cx
T X
T X
T X
T X
T X
T X
C x
C x
Cx Cx
C x
C x
C x
C x
C x
T
T X T X T X T X T X
T X
T X
T X
T X T X
T X
T X
T X T X
T X
T X
T X T
Ex E
Ex
Wx
X X X X
X X
X X
XXXXXXXX
X X
X
X X X X
SEPARATOR
TANK
C x
Cx CxCx
Cx
Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx
Cx Cx
T X
T X
T X
T X
T X
T X
C x
C x
Cx Cx Cx
C x
C x
C x
C x
C x
T
PAVEMENT
MARKINGS
X
KKK
SMK
SMK
RO
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
N
AV
FA
C
P
AC
IF
IC
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
D
C
B
A
1 2 3 4 5
1 2 3 4 5
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
A/E Contract No. N62742-20-D-0002 A/E Task Order No. N6274221F0315
JEG NO. D3430603
AS SHOWN
1665555
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT. USE GRAPHIC SCALES
TR
UE
N
NORTH
ARROW
TR
UE
N
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
JO
IN
T R
EG
IO
N M
AR
IA
N
AS
(J R
M
G U
AM
FY
A
JJ
Y1
(P -0
PD
I:
N O
R
TH
A
IR
C R
AF
T
PA
R
KI
N
G R
AM
P
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
P
AC
IF
IC
R
ED
ES
IG
N F
IN
AL
S U
BM
IT
TA
L
F
IL
E
N A M E b m c d .b u rn s m c d .c o m d fs C li e n ts A N F U S N a v y P a c G u a m P N A R D e s ig n E le c S h e e ts P T S T S .d w g
L A Y O U T
N A M E T S
P L O T T E D
:5 p m
U S E R b d p in k le y
JACOBS/B&M, A JOINT VENTURE
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VA 22201
31 DEC 2025
M
AT
C H
LI
N
E, S
EE
T
S1
80' 160'0
SCALE: 1"=80'
40'
M
AT
C H
LI
N
E, S
EE
T
S1
GENERAL NOTES - SITE PLANS
A. THESE DRAWINGS ARE SUPPLEMENTAL TO THE
PROJECT SPECIFICATIONS, ARE SCHEMATIC IN
NATURE AND MUST NOT BE USED FOR FIELD
INSTALLATION. FIELD INSTALLATION MUST BE IN
ACCORDANCE WITH APPROVED SHOP DRAWINGS.
SEE PROJECT SPECIFICATIONS FOR SHOP
DRAWING REQUIREMENTS. THE LAYOUT OF
TELECOMMUNICATIONS EQUIPMENT MUST BE
FULLY COORDINATED WITH OTHER TRADES AND
EQUIPMENT PRIOR TO SUBMISSION OF SHOP
DRAWINGS FOR APPROVAL.
B. SEE SHEET TS001 FOR PROJECT GENERAL
NOTES, SYMBOL LEGEND AND ABBREVIATIONS.
C. COORDINATE MAINTENANCE HOLE PLACEMENT
SCHEDULE WITH CONTRACTING OFFICER SUCH
THAT PLACEMENT CAN BE WITNESSED BY
GOVERNMENT.
D. COORDINATE DUCTBANK INSPECTION WITH
CONTRACTING OFFICER SUCH THAT
GOVERNMENT MAY INSPECT PRIOR TO POURING
CONCRETE REINFORCEMENT.
E. LOCATIONS OF MAINTENANCE HOLES AND
DUCTBANKS ARE APPROXIMATE. CONFIRM THE
LOCATION OF THE MAINTENANCE HOLES AND
DUCTBANKS WITH THE CONTRACTING OFFICER.
OBTAIN CONTRACTING OFFICER APPROVAL OF
MAINTENANCE HOLE LOCATIONS AND
ORIENTATION PRIOR TO THE COMMENCEMENT…
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