3-P012_Amend0003_Dwgs_Signed.pdf
PDF 14 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 Andersen Air Force Base, Guam. The project encompasses civil, geotechnical, structural, and electrical construction work across multiple areas of an airfield facility.
The civil work includes demolition plans, site and paving plans with detailed pavement sections for both asphalt and concrete surfaces, grading and drainage plans with profiles, and utility coordination plans. The project requires removal of existing asphalt pavement, electrical infrastructure, and underground utilities, followed by construction of new airfield concrete pavements at taxilanes L2 and L3, asphalt shoulder and roadway sections, and associated site improvements. Drainage infrastructure includes multiple storm drain systems with structures, swales with geosynthetic clay liners, catch basins, and mitered end sections. Utility work involves coordination of water lines with gate valves and fire hydrants, fuel distribution piping, electrical conduit runs, and communications infrastructure across the site. Foundation plans and reinforcing steel details are provided for an equipment yard structure. Electrical work encompasses site lighting with high-mast fixtures, underground ductbank construction with concrete encasement for power and communications conduits, and distribution equipment connections. The geotechnical investigation includes electrical resistivity tomography survey data, boring logs, and assessments of potential karst features requiring investigation during construction. Design standards reference FAA airfield design specifications, AASHTO standards for pavement design, and UFC specifications for military construction.
View the file
Other files
Show all 40
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AT
T S
XETE FO
SA
C
HR
IS ALFSTA
D
2 6 9 63
R
EG
IS
TE
RED ARCHITEC
T
04/24/2026 jovencio.cadiz Text Box 4/29/2026
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
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 U B
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
E D
:5 a 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
BB121
EX
IS
TI
N
G E
R T
SU
R
VE
Y
IN
FO
R M
AT
IO
N
SCALE
EXISTING ERT SURVEY INFORMATIONA1 N.T.S. 56.1
17362005
A M
EN
D
.0
- A
D D
ED
S
H
EE
8-
AP
R -2
REFERENCE: 1) B. MIKLAVIC & B. KIM, "HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT PLAN, ANDERSEN AFB, GUAM - ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) PROFILING", WATER AND ENVIRONMENTAL RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI), UNIVERSITY OF GUAM, DATED 18 OCTOBER 2024.
NOTE: THE INFORMATION PRESENTED HAS BEEN REDACTED FROM THE ORIGINAL REFERENCE DOCUMENT TO REMOVE ANY PROPRIETARY INTERPRETATIONS. THE CONTENTS OF THIS SHEET ARE PROVIDED FOR INFORMATION ONLY. THE USE OR MISUSE OF THE INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS SHEET MUST BE PRINTED IN COLOR.
28 APR 2026
jovencio.cadiz
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
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 U B
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
BB122
EX
IS
TI
N
G E
R T
SU
R
VE
Y
IN
FO
R M
AT
IO
N
SCALE
EXISTING ERT SURVEY INFORMATIONA1 N.T.S. 56.2
17362006
EN
D
.0
- A
D D
ED
S
H
AP
R -2
REFERENCE: 1) B. MIKLAVIC & B. KIM, "HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT PLAN, ANDERSEN AFB, GUAM - ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) PROFILING", WATER AND ENVIRONMENTAL RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI), UNIVERSITY OF GUAM, DATED 18 OCTOBER 2024.
NOTE: THE INFORMATION PRESENTED HAS BEEN REDACTED FROM THE ORIGINAL REFERENCE DOCUMENT TO REMOVE ANY PROPRIETARY INTERPRETATIONS. THE CONTENTS OF THIS SHEET ARE PROVIDED FOR INFORMATION ONLY. THE USE OR MISUSE OF THE INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS SHEET MUST BE PRINTED IN COLOR.
28 APR 2026
jovencio.cadiz
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
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 U B
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
BB123
EX
IS
TI
N
G E
R T
SU
R
VE
Y
IN
FO
R M
AT
IO
N
SCALE
EXISTING ERT SURVEY INFORMATIONA1 N.T.S. 56.3
17362007
EN
D
.0
- A
D D
ED
S
H
AP
R -2
REFERENCE: 1) B. MIKLAVIC & B. KIM, "HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT PLAN, ANDERSEN AFB, GUAM - ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) PROFILING", WATER AND ENVIRONMENTAL RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI), UNIVERSITY OF GUAM, DATED 18 OCTOBER 2024.
NOTE: THE INFORMATION PRESENTED HAS BEEN REDACTED FROM THE ORIGINAL REFERENCE DOCUMENT TO REMOVE ANY PROPRIETARY INTERPRETATIONS. THE CONTENTS OF THIS SHEET ARE PROVIDED FOR INFORMATION ONLY. THE USE OR MISUSE OF THE INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS SHEET MUST BE PRINTED IN COLOR.
28 APR 2026
jovencio.cadiz
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
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 U B
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
E D
:4 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
BB124
EX
IS
TI
N
G E
R T
SU
R
VE
Y
IN
FO
R M
AT
IO
N
SCALE
EXISTING ERT SURVEY INFORMATIONA1 N.T.S. 56.4
17362008
EN
D
.0
- A
D D
ED
S
H
AP
R -2
REFERENCE: 1) B. MIKLAVIC & B. KIM, "HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT PLAN, ANDERSEN AFB, GUAM - ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) PROFILING", WATER AND ENVIRONMENTAL RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI), UNIVERSITY OF GUAM, DATED 18 OCTOBER 2024.
NOTE: THE INFORMATION PRESENTED HAS BEEN REDACTED FROM THE ORIGINAL REFERENCE DOCUMENT TO REMOVE ANY PROPRIETARY INTERPRETATIONS. THE CONTENTS OF THIS SHEET ARE PROVIDED FOR INFORMATION ONLY. THE USE OR MISUSE OF THE INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS SHEET MUST BE PRINTED IN COLOR.
28 APR 2026
jovencio.cadiz
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
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 U B
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
E D
:4 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
BB125
EX
IS
TI
N
G E
R T
SU
R
VE
Y
IN
FO
R M
AT
IO
N
SCALE
EXISTING ERT SURVEY INFORMATIONA1 N.T.S. 56.5
17362009
EN
D
.0
- A
D D
ED
S
H
AP
R -2
REFERENCE: 1) B. MIKLAVIC & B. KIM, "HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT PLAN, ANDERSEN AFB, GUAM - ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) PROFILING", WATER AND ENVIRONMENTAL RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI), UNIVERSITY OF GUAM, DATED 18 OCTOBER 2024.
NOTE: THE INFORMATION PRESENTED HAS BEEN REDACTED FROM THE ORIGINAL REFERENCE DOCUMENT TO REMOVE ANY PROPRIETARY INTERPRETATIONS. THE CONTENTS OF THIS SHEET ARE PROVIDED FOR INFORMATION ONLY. THE USE OR MISUSE OF THE INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS SHEET MUST BE PRINTED IN COLOR.
28 APR 2026
jovencio.cadiz
F F X
X
X
HHHHHHHXXXXXXXX
5TH STREET
XX
X X
EDGE OF DIRT ROAD
BOTTOM BERM
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
SMH
TOP=500.34
℄INV=492.90
℄INV=490.70
℄INV=490.56
X X
X X
X
X X X X X X X X X
X X
X X
X
F-01
F-02
F-03 F-04
F-05
F-06 F-07
F-08
F-09
F-11
F-12
F-10
F-13
F-18 F-15 F-16
F-19 F-17
F-21 F-22
F-23
F-24
F-25
F-26 F-58
F-57
F-56
F-55
F-54
F-53
F-52
F-51
F-50
F-49 F-48
F-37 F-38
F-39 F-40
F-41 F-42
F-44
F-43 F-32
F-33 F-46 F-34
F-35 F-45
F-47 F-31
F-30 F-20
F-28
F-27
F-29
F-36
F-14
POINT TABLE
NAME
F-01
F-02
F-03
F-04
F-05
F-06
F-07
F-08
F-09
F-10
F-11
F-12
F-13
F-14
F-15
F-16
F-17
F-18
F-19
F-20
NORTHING
688370.25
688390.34
688438.65
688463.64
688527.96
688494.99
688615.11
688552.91
688526.00
688505.82
688501.14
688506.83
688531.04
688874.34
688874.34
688925.10
688890.62
688883.15
688843.34
689676.90
EASTING
387478.75
387279.28
387266.22
387127.92
387134.59
387052.94
387194.99
386908.32
386867.46
386786.21
386666.04
386609.56
387596.98
387588.21
387588.21
387704.62
387736.68
387679.79
387668.92
387553.92
DATE TIME
POINT TABLE
NAME
F-21
F-22
F-23
F-24
F-25
F-26
F-27
F-28
F-29
F-30
F-31
F-32
F-33
F-34
F-35
F-36
F-37
F-38
F-39
F-40
NORTHING
688804.50
688714.84
688845.45
687268.01
687537.87
687776.03
688364.13
688437.38
688407.05
688580.93
688861.86
689030.87
688935.56
688884.16
688971.95
688662.17
689282.22
689263.55
689152.35
689125.83
EASTING
387391.64
387214.66
386986.26
385369.88
385553.60
385406.42
385537.30
385498.59
385797.43
385232.34
385386.77
385153.16
385226.83
385284.94
385272.38
386013.64
385199.49
385208.00
385225.12
385178.54
DATE TIME
POINT TABLE
NAME
F-41
F-42
F-43
F-44
F-45
F-46
F-47
F-48
F-49
F-50
F-51
F-52
F-53
F-54
F-55
F-56
F-57
F-58
NORTHING
689113.04
689088.56
689057.58
689057.41
688976.68
688886.75
688811.75
689079.00
688748.66
688589.36
688525.36
688485.09
688473.78
688246.50
688103.33
687822.75
687801.31
687642.88
EASTING
385178.13
385274.24
385147.53
385193.66
385278.12
385278.15
385292.18
384788.22
384048.21
384322.27
384329.90
384344.77
384438.42
384710.45
384874.06
384924.54
384989.19
385226.06
DATE TIME
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
11/1/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
12/6/2023
9:00 AM
9:14 AM
9:20 AM
9:26 AM
9:33 AM
9:37 AM
9:45 AM
10:07 AM
10:11 AM
10:13 AM
10:25 AM
10:30 AM
8:33 AM
8:47 AM
9:00 AM
9:05 AM
9:08 AM
9:10 AM
9:14 AM
9:50 AM
10:01 AM
10:24 AM
10:42 AM
10:42 AM
10:50 AM
11:00 AM
11:14 AM
11:21 AM
11:45 AM
11:52 AM
12:10 PM
12:23 PM
12:23 PM
12:32 PM
12:36 PM
13:08 PM
9:01 AM
9:04 AM
9:11 AM
9:15 AM
9:21 AM
9:28 AM
9:31 AM
9:32 AM
9:42 AM
9:48 AM
9:50 AM
10:02 AM
10:07 AM
10:23 AM
10:27 AM
10:30 AM
10:38 AM
10:49 AM
11:06 AM
11:07 AM
11:08 AM
11:13 AM
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
LD
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 B B .d w g
LA
Y O U T N A M E B B
P
LO
TT
E D
:5 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
REFERENCE: 1) B. MIKLAVIC & N. HABANA,
"HYDROGEOLOGICAL ASSESSMENT OF THE AREA OF THE
NORTH AIRCRAFT PARKING RAMP (P-012) DEVELOPMENT
PLAN, ANDERSEN AFB, GUAM", WATER AND ENVIRONMENTAL
RESEARCH INSTITUTE OF THE WESTERN PACIFIC (WERI),
UNIVERSITY OF GUAM, DATED 20 FEBRUARY 2024.
A
GENERAL NOTES
LEGEND
LIMITS OF DISTURBANCE
POTENTIAL KARST FEATURE
THE COORDINATES FOR THE LOCATIONS OF POTENTIAL
KARST FEATURES SHOWN ON THE PLAN AND TABLES ARE
APPROXIMATE, AND WERE RECORDED BY WERI DURING
THEIR FIELD VISITS ON THE DATES AND TIMES SHOWN.
THE CONTENTS OF THIS SHEET ARE PROVIDED FOR
INFORMATION ONLY. THE USE OR MISUSE OF THE
INFORMATION PRESENTED IS THE RESPONSIBILITY OF THE
CONTRACTOR.
B
SINKHOLE
X SECURITY FENCE
BB126
AP
PR
O
XI
M
AT
E
LO
C
AT
IO
N
S O
F
PO
TE
N
TI
AL
K
AR
ST
F
EA
TU
R
ES
SCALE:
APPROXIMATE LOCATIONS OF POTENTIAL KARST FEATURESA1 1" = 200'
56.6
17362010
EN
D
.0
- A
D D
ED
S
H
AP
R -2
28 APR 2026
jovencio.cadiz
X X
TMH
EMH
CPAD
UMH
PRESSURE
VALVE
STOP
N
(2)JET
ANCORS
(2)JET
ANCORS
GL
GL
GL
Ex E x
Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
C x
C x
C x
C x
Cx Cx Cx Cx Cx Cx Cx
Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx Cx x
EDGE OF DIRT ROAD
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
AREA 6AREA 6
AREA 1 AREA 1
AR
EA
AREA 1AREA 1
AR
EA
AR
EA
AR
EA
AR
EA
A
AR
EA
JE
T
BL
AS
T D
EF
LE
C
TO
R B
AR
R
IE
R
PATCH
N:686979.01 E:386193.73
N:686904.97 E:386227.02
N:687003.35 E:386087.04
N:687010.97 E:386104.09
N:687034.68 E:386156.08
N:687117.37 E:385719.37
N:686876.82 E:386164.10
N:686811.46 E:386227.68
EXISTING
ELECTRICAL
POWER
TRANSFORMER
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXX
EXISTING ASPHALT
PAVEMENT PATCH
N:687041.67 E:385818.29
N:687131.36 E:385723.36
N:686922.32 E:386120.34
N:686876.91 E:386239.32
N:686943.88 E:386168.54
N:686645.59 E:385750.62
N:686839.70 E:386177.19
N:686856.41 E:386213.83
POWER CHECK PAD
N:686930.98 E:386139.87
N:686929.11 E:386140.71
N:686902.80 E:386222.18
FULL DEPTH SAWCUT
N:687008.95 E:386221.60
N:686994.45 E:386228.08
N:686892.80 E:386199.82
N:686951.61 E:386206.16
N:687041.52 E:385580.69
N:687023.93 E:385583.01
N:686652.20 E:385753.16
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 1
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
LD
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 D .d w g
LA
Y O U T N A M E D E M O
LI
TI
O N
P
LA
N
A R E A
P
LO
TT
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
REMOVE EXISTING ASPHALT PAVEMENT102
REMOVE EXISTING CONCRETE WALL104
KEYNOTES
EXISTING WATERLINE TO REMAINWx
EXISTING CONCRETE WALL TO REMAIN
EXISTING CONCRETE PAVEMENT
TO REMAIN
EXISTING ASPHALT PAVEMENT TO REMAIN
110 REMOVE EXISTING UNDERGROUND ELECTRIC,
RE: ED101 & ED102
REMOVE ASPHALT PAVEMENT
REMOVE EXISTING CONCRETE WALL
114 REMOVE EXISTING PAVEMENT MARKING
127 REMOVE EXISTING GATE
128 REMOVE EXISTING GATE KEYPAD AND ASSOCIATED
CABLE/CONDUIT
129 REMOVE EXISTING TAXIWAY EDGE LIGHT AND BASE CAN,
RE: ED101
LIMITS OF DISTURBANCE
EXISTING UNDERGROUND ELECTRIC
TO REMAINEx
XXXXXX
REMOVE EXISTING PAVEMENT MARKING
EXISTING PAVEMENT MARKING TO
REMAIN
138 REMOVE EXISTING UNDERGROUND COMM LINE,
RE: TD101 & TD102
REMOVE EXISTING UNDERGROUND
ELECTRIC, RE: ED101 & ED102Ex
REMOVE EXISTING UNDERGROUND
COMM LINE, RE: TD101 & TD102Cx
EXISTING DIRT ROAD
FULL DEPTH SAWCUT
227 RECONSTRUCT EXIST ASPHALT EDGE BEFORE TYING INTO
NEW PAVEMENT EDGE, RE: A3/CS502
LEGEND
EXISTING UNDERGROUND COMM
LINE TO REMAINCx
TEMPORARY FENCE (FREE ZONE
BOUNDARY), RE: A1/CS506
A
B SAW CUT A STRAIGHT EDGE ALONG EXISTING ASPHALT
PAVEMENT FOR INSTALLATION OF NEW PAVEMENT.
EXISTING SECURITY FENCE MUST REMAIN IN PLACE UNTIL
TEMPORARY OR PERMANENT FENCING IS INSTALLED AND
ACCEPTED. THE AIRFIELD MUST BE SECURE AT ALL TIMES.
D
PROTECT EXISTING EDGES OF PAVEMENT TO REMAIN.
COMPLY WITH ENVIRONMENTAL REQUIREMENTS AND
REGULATIONS. REFER TO DIVISIONS 01 AND 02
SPECIFICATIONS.
E
C
107 REMOVE EXISTING ELECTRICAL MANHOLE
EXISTING IMPROVEMENTS NOT SHOWN REMOVED ON
DEMOLITION PLAN SHEETS MUST BE PROTECTED IN PLACE.
FOR BIDDING PURPOSES, ASSUME THE THICKNESS OF THE
EXISTING ASPHALT IS 6-INCHES.
F
CD102
D
EM
O
LI
TI
O
N P
LA
N
AR
EA
SCALE:
DEMOLITION PLAN - AREA 1A1 1" = 30'
17361682
EN
D
.0
- A
D D
ED
N
O
TE
0- M
AR
-2
7-
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
TMHEARTHEN SWALE
N - 3
EHH TRN
N - 4
CPAD
X FUELX FUELX X FUELX FUELX FUELX FUELX FUELX FUELX
E x
Ex
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
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
Wx Wx Wx Wx
AREA 7AREA 7
AR
EA
AR
EA
AREA 2 AREA 2
AR
EA
AREA 2AREA 2
AR
EA
AR
EA
AR
EA
AR
EA
AR
EA
129 129 129 129 129
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
110110 138
139 107
FULL DEPTH SAWCUT
N:687306.90 E:386459.83
227227
114 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 2
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
LD
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 D .d w g
LA
Y O U T N A M E D E M O
LI
TI
O N
P
LA
N
A R E A
P
LO
TT
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
REMOVE EXISTING ASPHALT PAVEMENT102
KEYNOTES
LEGEND
EXISTING WATERLINE TO REMAINWx
EXISTING UNDERGROUND MAIN FUEL
PIPE TO REMAIN
REMOVE EXISTING CONCRETE WALL
EXISTING ASPHALT PAVEMENT TO REMAIN
REMOVE EXISTING CONCRETE WALL
REMOVE ASPHALT PAVEMENT
114 REMOVE EXISTING PAVEMENT MARKING
129 REMOVE EXISTING TAXIWAY EDGE LIGHT AND BASE CAN,
RE: ED101 & ED102
XXXXXX
LIMITS OF DISTURBANCE
EXISTING PAVEMENT MARKING TO
REMAIN
110 REMOVE EXISTING UNDERGROUND ELECTRIC,
RE: ED101 & ED102
138 REMOVE EXISTING UNDERGROUND COMM LINE,
RE: TD101 & TD102
REMOVE EXISTING UNDERGROUND
ELECTRIC, RE: ED101 & ED102
Ex
REMOVE EXISTING UNDERGROUND
COMM LINE, RE: TD101 & TD102
139 REMOVE EXISTING PAD-MOUNTED SWITCH AND
FOUNDATION, RE: ED101
107 REMOVE EXISTING ELECTRICAL MANHOLE
FUELX
Cx
REMOVE EXISTING PAVEMENT MARKING
FULL DEPTH SAWCUT
227 RECONSTRUCT EXIST ASPHALT EDGE BEFORE TYING INTO
NEW PAVEMENT EDGE, RE: A3/CS502
TEMPORARY FENCE (FREE ZONE
BOUNDARY), RE: A1/CS506
A
B CUT A STRAIGHT EDGE ALONG EXISTING ASPHALT
PAVEMENT FOR INSTALLATION OF NEW PAVEMENT.
EXISTING SECURITY FENCE MUST REMAIN IN PLACE UNTIL
TEMPORARY OR PERMANENT FENCING IS INSTALLED AND
ACCEPTED. THE AIRFIELD MUST BE SECURE AT ALL TIMES.
D
PROTECT EXISTING EDGES OF PAVEMENT TO REMAIN.
COMPLY WITH ENVIRONMENTAL REQUIREMENTS AND
REGULATIONS. REFER TO DIVISIONS 01 AND 02
SPECIFICATIONS.
E
C
EXISTING IMPROVEMENTS NOT SHOWN REMOVED ON
DEMOLITION PLAN SHEETS MUST BE PROTECTED IN PLACE.
FOR BIDDING PURPOSES, ASSUME THE THICKNESS OF THE
EXISTING ASPHALT IS 6-INCHES.
F
CD103
D
EM
O
LI
TI
O
N P
LA
N
AR
EA
SCALE:
DEMOLITION PLAN - AREA 2A1 1" = 30'
17361683
EN
D
.0
- A
D D
ED
N
0- M
AR
-2
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
TAXILANE D LOOP
TA
XI
LA
N
E L3
TA
XI
LA
N
E L3
P
CPAD
AREA 7AREA 7
AR
EA
AR
EA
AREA 2 AREA 2
AR
EA
AREA 2AREA 2
AR
EA
AR
EA
AR
EA
AR
EA
AR
EA
75'50' 50'
50'
R15 0' R150'
PT
N:687215.95 E:386562.01
PT
N:687368.47 E:386658.07
PT
N:687418.58 E:386772.59
PT
N:687116.06 E:386337.98
N:687073.18 E:386357.21
N:687172.96 E:386581.26
R1
PT
N:687166.47 E:386205.78
PT
N:687348.05 E:386612.43
N:687060.96 E:386329.97
N:687184.89 E:386607.97
N:687207.31 E:386297.06
N:687307.21 E:386521.15
N:687070.44 E:386358.44
N:687170.31 E:386582.45
R100'
N:687398.16 E:386726.95
211 211
R150'
R100'
TYP
TYP
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 2
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
LD
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 S .d w g
LA
Y O U T N A M E S
IT
E
P
LA
N
A R E A
P
LO
TT
E D
:3 a 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 DIMENSIONS ARE TO BACK OF CURB OR EDGE OF
PAVEMENT, UNLESS NOTED OTHERWISE
B
KEYNOTES
C REFER TO SHEETS CS130 - CS146 FOR PAVEMENT
MARKING PLANS
EXISTING ASPHALT PAVEMENT
ELECTRICAL / COMM MANHOLE
201 TAXIWAY EDGE LIGHTS, REFER TO ELECTRICAL PLANS
TAXIWAY EDGE LIGHTS
211 AIRFIELD GUIDANCE SIGN
AIRFIELD GUIDANCE SIGN
LIMITS OF DISTURBANCE
ASPHALT SHOULDER PAVEMENT,
RE: C2/CS501
TEMPORARY FENCE (FREE ZONE
BOUNDARY), RE: A1/CS506
TEMPORARY FENCE (FREE ZONE BOUNDARY), RE: A1/CS506
EXISTING CONCRETE PAVEMENT
EXISTING ELECTRICAL MANHOLE/
HANDHOLE
POINT OF TANGENTPT
D
AIRFIELD CONCRETE PAVEMENT AT
TAXILANES L2 AND L3 RE: D1/CS501
EXISTING TAXIWAY EDGE LIGHT
REFER TO ELECTRICAL PLANS FOR SITE LIGHTING
INFORMATION
RELOCATE FREE ZONE FENCING TO ACCOMMODATE MORE
AIRCRAFT PARKING ON THE APRON THROUGHOUT
CONSTRUCTION. ASSUME FREE ZONE FENCING WILL
REQUIRE MOVEMENT 4 TIMES PER YEAR FOR A TOTAL OF
APPROXIMATELY 120 DAYS TOTAL. FREE ZONE
RELOCATION MAY BE MINIMIZED IF CONSTRUCTION OF THE
TAXILANE TIE-IN WORK IS SCHEDULED OUTSIDE OF THE
BASE EXERCISE PERIODS WHICH GENERALLY RUNS FROM
FEBRUARY TO AUGUST EACH YEAR. COORDINATE WITH
CONTRACTING OFFICER AND 36 OSS/OSAA AIRFIELD
MANAGEMENT (DAMON.SHEPHERD@US.AF.MIL, 366-1010)
TO DECONFLICT WITH LARGE FORCE EXERCISES AND FOR
EXACT PLACEMENT OF FREE ZONE FENCING DURING
TAXIWAY TIE-IN WORK.
CS103
SI
TE
P
AV
IN
G P
LA
N
AR
EA
SCALE:
SITE & PAVING PLAN - AREA 2A1 1" = 30'
17361718
-A
PR
-2
ANDREW T. MCCOY
96627
4/16/2026 jovencio.cadiz
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
ANDREW T. MCCOY
TX 96627
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 U B
LD
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 S .d w g
LA
Y O U T N A M E S
IT
E
D E
TA
IL
S
P
LO
TT
E D
:1 a 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
CS501
SI
TE
D
ET
AI
LS
3" ASPHALT SURFACE COURSE,
SPEC SECTION 32 12 15.13
SCALE:
ASPHALT SHOULDER PAVEMENT SECTIONC2 NTS
PRIME COAT
COMPACTED SUBGRADE
GRADED-CRUSHED
AGGREGATE BASE
COURSE
ASPHALT SURFACE COURSE EDGE OF
ROADWAY
5% (MAX)
SCALE:
ASPHALT TAPERD4 : NTS
SCALE:
ASPHALT ROADWAY PAVEMENT SECTIONC3 NTS
SECOND VERTICAL SAWCUT,
FULL-DEPTH (TYP)
EXISTING SLABS
REMOVED
FIRST VERTICAL
SAWCUT ALONG
JOINT FULL-DEPTH
(TYP)
EXISTING
JOINT (TYP)
FIRST VERTICAL
SAWCUT ALONG JOINT
FULL-DEPTH (TYP)
EX
IS
TI
N
G S
LA
BS
TO
R
EM
AI
N
EX
IS
TI
N
G S
LA
BS
TO
R
EM
AI
N
24" INNER
TYP AREA
SECOND VERTICAL
SAWCUT, FULL-DEPTH
(TYP.)
NOTE:
1. THE FIRST FULL-DEPTH SAWCUT MUST
BE MADE ON THE JOINT AND MUST BE
ACCOMPLISHED ONLY WITH A MOTOR
DRIVEN DIAMOND BLADED SAW 1/8"
(MIN. WIDTH).THE SECOND AND FINAL
FULL-DEPTH SAWCUT MUST BE ON THE
INSIDE OF THE JOINT AND A MINIMUM
OF 24" FROM THE EXISTING JOINT AND
MUST BE ACCOMPLISHED WITH A
WHEEL SAW WITH A CUTTING WIDTH
OF 1-1/2" (MIN.)
SCALE:
DOUBLE SAWCUT DETAILB4 NTS
12" COMPACTED SUBGRADE,
SPEC SECTION 31 00 00.
SEE NOTE 2.
NOTES:
1. GRADED-CRUSHED AGGREGATE BASE COURSE MUST BE COMPACTED TO
AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE
MODIFIED PROCTOR (ASTM D1557) AS SPECIFIED IN SECTION 32 11 23.
2. THE TOP 12" OF SUBGRADE MUST BE COMPACTED TO AT LEAST 100% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
(ASTM D1557) AS SPECIFIED IN SECTION 31 00 00.
6" GRADED-CRUSHED
AGGREGATE BASE COUSE, SPEC
SECTION 32 11 23. SEE NOTE 1.
NOTES:
1. GRADED-CRUSHED AGGREGATE BASE COURSE MUST BE COMPACTED TO
AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE
MODIFIED PROCTOR (ASTM D1557) AS SPECIFIED IN SECTION 32 11 23.
GRADED-CRUSHED AGGREGATE BASE MUST BE BUILT AT LEAST TWO
FEET WIDER THAN THE PAVEMENT ON EACH SIDE.
2. THE TOP 12" OF SUBGRADE MUST BE COMPACTED TO AT LEAST 100% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
(ASTM D1557) AS SPECIFIED IN SECTION 31 00 00.
17361778
12" COMPACTED SUBGRADE,
SPEC SECTION 31 00 00.
SEE NOTE 1NOTES:
1. THE TOP 12" OF SUBGRADE MUST BE COMPACTED TO AT LEAST 100% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
(ASTM D1557) AS SPECIFIED IN SECTION 31 00 00.
14" CONCRETE PAVEMENT,
SPEC SECTION 32 13 14.13
SCALE:
AIRFIELD CONCRETE PAVEMENT SECTIONC1 NTS
4" SEPARATION LAYER,
SPEC SECTION 32 11 20
SCALE:
TO NEW ASPHALT SHOULDER PAVEMENT JUNCTIONB1 NTS
H
CONCRETE
PAVEMENT
NEW AIRFIELD CONCRETE PAVEMENT
GRADED-CRUSHED
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
ASPHALT SURFACE COURSE
TACK COAT
H = PAVEMENT THICKNESS
COMPACTED SUBGRADE
PAVEMENT JOINT, RE A3/CS502
4" DRAINAGE LAYER,
SPEC SECTION 32 11 23.23
4" SEPARATION LAYER
4" DRAINAGE LAYER
14" CONCRETE PAVEMENT,
SPEC SECTION 32 13 14.13
SCALE:
AT TAXILANES L2 AND L3D1 NTS
12" COMPACTED SUBGRADE,
SPEC SECTION 31 00 00.
SEE NOTE 2.
8" GRADED-CRUSHED
AGGREGATE BASE COUSE, SPEC
SECTION 32 11 23. SEE NOTE 1.
NOTES:
1. GRADED-CRUSHED AGGREGATE BASE COURSE MUST BE COMPACTED TO
AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE
MODIFIED PROCTOR (ASTM D1557) AS SPECIFIED IN SECTION 32 11 23.
2. THE TOP 12" OF SUBGRADE MUST BE COMPACTED TO AT LEAST 100% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
(ASTM D1557) AS SPECIFIED IN SECTION 31 00 00.
AIRFIELD CONCRETE PAVEMENT SECTION
PRIME COAT
PRIME COAT
3" ASPHALT SURFACE COURSE,
SPEC SECTION 32 12 16.16
PRIME COAT
12" COMPACTED SUBGRADE,
SPEC SECTION 31 00 00.
SEE NOTE 2.
6" GRADED-CRUSHED
AGGREGATE BASE COUSE, SPEC
SECTION 32 11 23. SEE NOTE 1.
AP
R -2
ANDREW T. MCCOY
96627
4/16/2026 jovencio.cadiz
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
ANDREW T. MCCOY
TX 96627
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 U B
LD
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 S .d w g
LA
Y O U T N A M E S
IT
E
D E
TA
IL
S
P
LO
TT
E D
:4 a 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
CS502
SI
TE
D
ET
AI
LS
JOINT
DOWEL 6" M
IN
3/4"
PREFORMED
NON-EXTRUDING
JOINT FILLER
JOINT SEALANT, RE: D1/CS502
H/4 + 1"
H XXXXXX
H = PAVEMENT THICKNESS
1/2" WIRE
SPACING
OR 3" (MAX)
PAVEMENT
JOINT OR
EDGE
SCALE:
THICKENED EDGE EXPANSION JOINTC2 NTS
SCALE:
DOWEL PLACEMENT AT INTERSECTIONSB3 NTS
SCALE:
DOWELED CONSTRUCTION JOINTC1 NTS
SCALE:
CONCRETE SLAB REINFORCING DETAILB1 NTS
SCALE:
EXPANSION JOINT SEALANTD1 NTS SCALE:
CONSTRUCTION JOINT SEALANTD2 NTS SCALE:
CONTRACTION JOINT SEALANTD3 NTS
NOTE:
1. WELDED WIRE FABRIC MUST BE OVERLAPPED FOR A DISTANCE AT
LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE
DIAMETERS, WHICHEVER IS GREATER.
H
H = PAVEMENT THICKNESS
SCALE:
SAWED CONTRACTION JOINTD5 NTS
JOINT SEALANT,
RE: D3/CS502
H
H = PAVEMENT THICKNESS
H /2
1/2 DOWEL LENGTH
DOWEL, SEE TABLE 1
DOWELED CONTRACTION
JOINTS GET DOWELS
SCALE:
DOWELED CONTRACTION JOINTC3 NTS
JOINT SEALANT,
RE: D3/CS502
- 1
/2
H
H = PAVEMENT THICKNESS
1/2 DOWEL LENGTH
BUTT JOINT
SEE SPECIFICATIONS
FOR ALIGNMENT AND
INSTALLATION
REQUIREMENTS
SEE TABLE 1 FOR
SIZE AND SPACING
CONSTRUCTION
SIDE OF DOWEL
PAINT AND OIL JOINT SEALANT,
RE: D2/CS502
TOP OF SEALANT
BELOW PAVEMENT
1 2"
M
IN
TOP OF SEALANT
1/4" +/- 1/8"
BELOW PAVEMENT
TOP OF SEALANT
LUBRICATE
AS SPECIFIED
BELOW PAVEMENT
PE
R
J O
IN
T
SE
AL
AN
T
M
AN
U
FA
C
TU
R
ER
'S
SP
EC
S PREFORMED
COMPRESSION
SEAL
PCC
PAVEMENT
LUBRICATE
AS SPECIFIED
PREFORMED
COMPRESSION
SEAL
PCC
PAVEMENT
LUBRICATE
AS SPECIFIED
PREFORMED
COMPRESSION
SEAL
PCC
PAVEMENTPRE MOLDED CLOSED
CELL FLEXIBLE FOAM
JOINT FILLER MATERIAL
1 2"
M
IN
PE
R
J O
IN
T
SE
AL
AN
T
M
AN
U
FA
C
TU
R
ER
'S
SP
EC
S
1/
2" M
IN
M
AN
U
FA
C
TU
R
ER
'S
SP
EC
S
PE
R
J O
IN
T
SE
AL
AN
T
SA
W
C U
T (F
IR
ST
C U
T)
SE
E
TA
BL
E
1/4" +/- 1/8" 1/4" +/- 1/8" 3/4" 1/2"-5/8" 1/2"-5/8"
REINFORCE SLABS MARKED "R" ON
JOINT PLAN WITH WELDED STEEL WIRE
FABRIC OR DEFORMED BARS. SEE
TABLE 2 FOR SIZE OF WELDED WIRE
FABRIC.
5'-0" (MIN)
1.
H H
L 12"
MIN.
SMOOTH FULL
DEPTH SAWCUT,
MATCH EXISTING
PAVEMENT
5'-0"
1.
HH
SCALE:
TO EXISTING ASPHALT PAVEMENT JOINTA3 NTS
NEW CONCRETE
PAVEMENT
TACK COAT
EXISTING
ASPHALT
PAVEMENT
5'-0" (MIN)
H
NEW CONCRETE PAVEMENT
12.0 - 15.5 20.0 15.0 1.00 - 1.25
TABLE 1 DOWEL SIZE AND SPACING FOR
CONSTRUCTION AND CONTRACTION JOINTS
SLAB THICKNESS
H (IN.)
MINIMUM DOWEL
LENGTH (IN.)
MAXIMUM DOWEL
SPACING ON-CENTER (IN.)
DOWEL
DIAMETER (IN.)
16.0 - 20.5 20.0 18.0 1.00 - 1.50
21.0 - 25.5 24.0 18.0 2.00
26.0 OR MORE 30.0 18.0 3.00
WELDED WIRE FABRIC
MINIMUM REQUIRED
AREA OF STEEL
(SQ. INCHES/FOOT)
PAVEMENT
THICKNESS
(INCHES)
TABLE 2
0.0486" 4x4-W2.0xW2.0 6x6-W2.9xW2.9
0.157" 4x4-W5.5xW5.5 6x6-W8xW8
PAVEMENT
THICKNESS
2"
TABLE 3 (SAWCUT)
6"
DEPTH
2.5"7"
0.05 6x6-W4XW4
3"
14"
14"
NOTES:
1. ANY PORTION OF THE BASKET IN CONTACT WITH THE SUBGRADE,
INCLUDING AGGREGATE BASE COURSE, MUST BE EPOXY COATED.
2. BASKET MUST BE SECURELY STAKED TO THE SURFACE ON WHICH
THEY ARE PLACED TO PREVENT MOVEMENT DURING PCC
PLACEMENT.
PER JOINT
DETAIL
TABLE 1
DOWEL BAR
OR TIE BAR
#1/0 GA (0.307) Ø
WIRE
PER JOINT
DETAIL
SPACER - 4 #7
(0.177) WIRE UNIT
SCALE:
CONSTRUCTION JOINT DOWEL BASKETC5 NTS
H /2
- 1
/2
LEG CHAIR
(TYP)
LEG CHAIR
SCALE:
TYPICAL JOINTING OF ODD SHAPED SLABSA1 NTS
1. ODD SHAPED SLABS MUST BE REINFORCED.
2. MINIMUM 'LEG' DIMENSION 3'.
3. LONGITUDINAL AND TRANSVERSE JOINTS AS
SHOWN ON DRAWINGS.
4. 'LEGS' MUST BE UNDOWELLED CONSTRUCTION JOINTS.
5. MINIMUM SPACING BETWEEN 'LEGS' MUST BE 3'.
NOTES:
R R
R R
R
LONGITUDINAL
TR
AN
SV
ER
SE
NEW PAVEMENT
EXPANSION JOINT
SEALANT, RE: D4/CS502
STRUCTURE
5'-0"
1.
HH
SCALE:
EXPANSION JOINT AROUND STRUCTUREA2 NTS 156
17361779
SCALE:
EXPANSION JOINT SEALANTD4 NTS
TOP OF SEALANT 1/4"
BELOW PAVEMENT
FIELD POURED
SEALANT
LUBRICATE AS
SPECIFIED
PCC PAVEMENT
PRE MOLDED
CLOSED CELL
FLEXIBLE FOAM
JOINT FILLER
MATERIAL
3/4"
1/4" BEVEL (TYP.)
1/
2" M
IN
. O
R
PE
R J
O
IN
T M
AN
U
FA
C
TU
R
ER
'S
SP
EC
S
BACKER
ROD
0.33 4x4-W12xW12 6x6-W18XW18
18" ±
3"18"
PR
-2
FIRST SAWCUT
ANDREW T. MCCOY
TX 96627
ANDREW T. MCCOY
96627
4/16/2026 jovencio.cadiz
20'BASE POINT
(SEE PLAN)
20'
TAXILANE
CENTERLINE
AIRCRAFT PARKING
ENVELOPE - SHOWN
FOR INFORMATION
ONLY
BASE POINT
(SEE PLAN)
20'
20'
20' 20'
20' 100'
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
ANDREW T. MCCOY
TX 96627
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 U B
LD
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 S .d w g
LA
Y O U T N A M E S
IT
E
D E
TA
IL
S
P
LO
TT
E D
:5 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
CS506
CS506
SI
TE
D
ET
AI
LS
SCALE:
TYPICAL AIRCRAFT TIEDOWN LAYOUTA4 1" = 20'
BASE PLATE
GENERAL NOTES:
A. USE BROWN FABRIC SCREEN ON CONSTRUCTION FENCING.
B. ANCHOR CONSTRUCTION FENCE AND BARRIER TO PREVENT
OVERTURNING DURING MIN. 50 MPH WIND SPEED.
C. CONNECTION TO EXISTING FENCE MUST BE SECURE. SUBMIT
CONNECTION PLAN TO CONTRACTING OFFICER FOR APPROVAL.
D. SECURE TEMPORARY GATES TO TEMPORARY FENCING IN A MANNER
THAT FACILITATES A SECURE FREE ZONE.
2 1/3" OD
GALVANIZED
POST
11GA STEEL
TIES @ 12"
O.C.
SEE BASE
PLATE DETAIL CONCRETE
BARRIER
2" MECH X 9GA
GALVANIZED FABRIC
1/2" THK. FORMED
PLATE STEEL X 6"
ZINC COATED (LG)
PAINTED SILVER
1/2" X 3/4" ZINC
COATED (LG) LARGE
DIAMETER
CONCRETE ANCHOR
(LDT)
SECURE WITH HEAVY DUTY PINS IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS
X X X X X X X X X
BRACE
RAILS
3-BARBED
WIRE
2 1/3" OD
GALVANIZED
POST
SCALE:
TEMPORARY FENCEA1 NTS
32"
6'-0" TO 12'-0"
7' 1'
-0
A C
S506
SECTION A
CONCRETE
BARRIER
SCALE:
TYPICAL CROWNED ROADWAY PAVEMENT SECTION DETAILSD1 NTS
12'-0" TRAVEL
LANE
2% 2%
COMPACTED SUBGRADE
7' SHOULDER
(5% MAX)
7' SHOULDER
(5% MAX)
ASPHALT PAVEMENT SECTION
RE: C3/CS501
ROADWAY CENTERLINE
B-52 PARKING AREA
NOTES:
1.5%
1. SEE JOINTING PLANS FOR JOINT DETAILS.
2. PORTLAND CEMENT CONCRETE SLOPES
ARE 1.5% EXCEPT AS SHOWN ON JOINT
ELEVATION PLANS, GRADING PLANS.
6" GRADED- CRUSHED
AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
3" ASPHALT
SURFACE COURSE
14" CONCRETE PAVEMENT
6" GRADED-CRUSHED AGGREGATE BASE COURSE
VARIES(2% MAX.)
SCALE:
TYPICAL TAXILANE PAVEMENT SECTION DETAILSC1 NTS
37.50'50'
1.5%
37.50' 50'
TAXILANE CENTERLINE
VARIES(10% MAX.)
VARIES
(2% MAX.)
VARIES
(10% MAX.)
SCALE:
AIRFIELD CONCRETE SUBDRAIN PAVEMENTD4 NTS
17361783
12" COMPACTED SUBGRADE
4:1 MAX
12'-0" TRAVEL
LANE
4:1 MAX
CRUSHED AGGREGATE
BASE COURSE
COMPACTED SUBGRADE
ASPHALT SURFACE
COURSE
PRIME COAT
SAWCUT FULL DEPTH
OF EXISTING AC
PAVEMENT
EXISTING AC
PAVEMENT
NEW AC
PAVEMENT
SCALE:
EXISTING ASPHALT PAVEMENT JUNCTIONC4 NTS
NEW ASPHALT PAVEMENT TO
TACK COAT
PRIME COAT
20" MIN.
OVERLAP
FILTER FABRIC SPEC SECTION 31 32 19.16
DRAINAGE LAYER BACKFILL MATERIAL
SPEC SECTION 32 11 23.23
6" MIN. DIA. SUBDRAIN PIPE
SPEC SECTION 33 46 16
VA
R
IE
S
(1 2"
M
IN
3"
6"
MIN.
6"
MIN.
6"
MIN.
NOTE:
1. REFER TO SHEET CS501 FOR PAVEMENT DETAILS AND ADDITIONAL INFORMATION.
14" PORTLAND CEMENT CONCRETE,
SPEC SECTION 32 13 14.13
4" SEPARATION LAYER,
SECTION SPEC 32 11 20
4" DRAINAGE LAYER MATERIAL
SPEC SECTION 32 11 23.23
SUBGRADE
PR
-2
ANDREW T. MCCOY
96627
4/16/2026 jovencio.cadiz
UHH
AREA 17AREA 17
AREA 12 AREA 12
AR
EA
AR
EA
AR
EA
AR
EA
AREA 12AREA 12
AR
EA
AR
EA
A
AR
EA
AREA 6 AREA 6 A
AR
EA
X X X X X X X X X X X X X X X X X X X X X X X X
TA
XI
LA
N
E L2
D
D
U D
U D
U D
DD
D
CO UD CO UD UDCO
UDUDUD UD UD UDD
CO UD UD UD UD UD CO UD UDCO
UDUD
UD
UD
U D
U D
U D
U D
U D
U D
U D
D U
D
D U
D
-0+100+001+001+72
-0+100+00 1+00 1+27
508509
511512513514
514 1.5% 1.5%
1.5%1.5%
1.5%
5.0%
1.5%
1.5%
1.5%
1.5%
1.
5%
1.
5%
0.5%
.5
1.9% 1.5%
CL Swale 499.32 N = 687894.95 E = 385058.09 CL Swale 502.88
N = 688176.03 E = 385706.74
STRUCTURE ID: UD06-08
STA 3+50.12, UD06
UD06-08
CLEANOUT
RE:C4/CG503
N:687593.66 E:385202.20
6" (UD06)
STRUCTURE ID: UD06-07
STA 2+46.93, UD06
4' SDMH
UD06-07
RE:C3/CG502
N:687636.16 E:385296.23
6" (UD06)
STRUCTURE ID: UD01-02
STA 3+51.68, UD01
4' SDMH
RE:C3/CG502
N:687736.64 E:385521.79
6"
U D
6" (UD01)
STRUCTURE ID: UD01-09
STA 1+14.94, UD07
UD01-09
CLEANOUT
RE:C4/CG503
N:687783.55 E:385626.72
STRUCTURE ID: UD12-19
STA 1+56.70, UD12
UD12-19
CLEANOUT
RE:C4/CG503
N:687786.62 E:385633.57
6" (UD12)
STRUCTURE ID: UD02-15
STA 3+51.47, UD02
4' SDMH
RE:C3/CG502
N:687850.38 E:385776.09
6" (UD13)
6"
U D
6"
U D
6"
U D
6" (UD11)
STRUCTURE ID: UD02-14
STA 1+53.97, UD02
4' SDMH
RE:C3/CG502
N:688030.81 E:385695.78
6" (UD10)
STRUCTURE ID: UD10-17
STA 1+60.63, UD10
UD10-17
CLEANOUT
RE:C4/CG503
N:687966.20 E:385551.35
STRUCTURE ID: UD05-06
STA 1+16.81, UD05
UD05-06
CLEANOUT
RE:C4/CG503
N:687964.65 E:385547.88
6" (UD05)
6"
U D
STRUCTURE ID: UD01-01
STA 1+54.20, UD01
4' SDMH
RE:C3/CG502
N:687916.95 E:385441.25
6"
U D
6" (UD04)
STRUCTURE ID: UD04-04
STA 2+44.35, UD04
4' SDMH
UD04-04
RE:C3/CG502
N:687817.16 E:385218.20
6" (UD04)
STRUCTURE ID: UD01-05
STA 3+50.23, UD04
UD01-05
CLEANOUT
RE:C4/CG503
N:687773.93 E:385121.55
STRUCTURE ID: UD01-00
STA 0+29.42, UD01
UD01-00
MITERED END SECTION
W/ CONCRETE APRON
RE: B4/CG502
N:688031.45 E:385391.67
STRUCTURE ID: UD02-13
STA 0+29.42, UD02
UD02-13
MITERED END SECTION
W/ CONCRETE APRON
RE: B4/CG502
N:688144.46 E:385644.83
ME 494.88
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 12
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
LD
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
LA
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
LA
N
A R E A
P
LO
TT
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
KEYNOTES
XXX SLOPE (PERCENT)
STORM DRAIN MANHOLE, RE: C3/CG502
UNDERDRAINUD
X 7' HIGH SECURITY FENCE, RE: C1/CS505
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR
TOP OF PAVEMENT ELEVATIONTP
CENTERLINE ELEVATIONCL
CO STORM DRAIN CLEANOUT, RE: C4/CG503
CENTERLINE OF SWALE
LIMITS OF DISTURBANCE
LIMITS OF GRADING
439 5.0' BOTTOM SWALE, RE: C1/CG502
A CONTOURS ARE AT 1' INTERVALS
B ADJUST NEW AND EXISTING UTILITY COVERS TO NEW GRADE
REFER TO SHEETS CG201 TO CG210 FOR STORM DRAIN
PROFILES
C
D
FUEL HYDRANT PIT,SEE CF101 FOR
HYDRANT PIT NUMBERING AND
MARKING, RE: C4/CS504
STATIC GROUND
FIRE HYDRANT, RE: C1/CU502
7' HIGH SECURITY FENCE, RE: B1/CS505 & C1/CS505
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.
CG113
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE:
GRADING AND DRAINAGE PLAN - AREA 12A1 1" = 30'
17361811
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
AREA 18AREA 18
AR
EA
AREA 13 AREA 13
AR
EA
AR
EA
AR
EA
AR
EA
AREA 13AREA 13
AR
EA
AR
EA
A
AR
EA
AREA 7 AREA 7 A
497498
3:
1.5%
1.4%
1.5%
1.4%
12.2%
9.4%
1.5%
4.0%
D
D
CO UD UD UD UDCO
UD
CO
UD
CO UD UD UD UD UDUDUDUD
U D
U D
D U
D U
D U
D U
D
UDUDUDUD
CO
CO
X X X X X 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
D
D
CO UD UD UD UDCO
UD
CO
UD
CO UD UD UD UD UDUDUDUD
U D
U D
D U
D U
D U
D U
D
UDUDUDUD
CO
CO
SD
TP 510.43
TP 509.39
TP 510.80
2.0%
1.
2%
1.
6%
2.0%
1.5%
CL Swale 502.88 N = 688176.13 E = 385706.69
CL Swale 506.52 N = 688456.62 E = 386355.60
CL Swale 506.39 N = 688453.44 E = 386346.66
1.
9%
4:
4:
0.5%
6" (UD13)
STRUCTURE ID: UD13-20
STA 1+46.46, UD13
UD13-20
CLEANOUT
RE:C4/CG503
N:687910.25 E:385909.94
STRUCTURE ID: UD18-29
STA 2+62.67, UD18
UD18-29
CLEANOUT
RE:C4/CG503
N:687914.30 E:385918.99
6" (UD18)
STRUCTURE ID: UD03-25
STA 3+34.58, UD03
4' SDMH
RE:C3/CG502
N:688021.91 E:386159.53
6"
U D
6" (UD19)
STRUCTURE ID: UD19-30
STA 2+60.94, UD19
UD19-30
CLEANOUT
RE:C4/CG503
N:688127.98 E:386396.63
6"
U D
STRUCTURE ID: UD03-24
STA 1+37.09, UD03
4' SDMH
RE:C3/CG502
N:688202.35 E:386079.24
6" (UD17)
STRUCTURE ID: UD017-28
STA 2+63.81, UD17
UD017-28
CLEANOUT
RE:C4/CG503
N:688308.26 E:386315.98
6"
U D
6" (UD16)
STRUCTURE ID: UD16-27
STA 2+64.63, UD16
UD16-27
CLEANOUT
RE:C4/CG503
N:688094.20 E:385837.48
STRUCTURE ID: UD11-18
STA 1+50.33, UD11
UD11-18
CLEANOUT
RE:C4/CG503
N:688091.21 E:385830.79
6" (UD11)
STRUCTURE ID: UD03-23
STA 0+20.51, UD03
UD03-23
MITERED END SECTION
W/ CONCRETE APRON
RE: B4/CG502
N:688308.77 E:386031.66
TP 507.79
TP 508.26
TP 510.50
STRUCTURE ID: 442
STA 0+64.00, SD07
HEADWALL
RE: A2/CG501
N:688301.48 E:385996.29
STRUCTURE ID: 441
STA -0+00.00, SD07
HEADWALL
RE: A2/CG501
N:688276.05 E:385937.56
18" RCP (SD07)
TP 508.16
TP 508.53
TP 508.29
TP 508.79
0.5%
TP 509.01
TP 508.64
TP 508.44
TP 508.44
TP 508.16
:1
:1
7:
1 8:
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 13
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
LD
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
LA
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
LA
N
A R E A
P
LO
TT
E D
:5 a 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
XXX SLOPE (PERCENT)
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR
EXISTING SINKHOLE
TOP OF PAVEMENT ELEVATIONTP
CENTERLINE ELEVATIONCL
CENTERLINE OF SWALE
X 7' HIGH SECURITY FENCE, RE: C1/CS505
KEYNOTES
439 5.0' BOTTOM SWALE, RE: C1/CG502
STORM DRAIN MANHOLE, RE: C3/CG502
UNDERDRAINUD
CO STORM DRAIN CLEANOUT, RE: C4/CG503
A CONTOURS ARE AT 1' INTERVALS
B ADJUST NEW AND EXISTING UTILITY COVERS TO NEW GRADE
REFER TO SHEETS CG201 TO CG210 FOR STORM DRAIN
PROFILES
C
D
FUEL HYDRANT PIT,SEE CF101 FOR
HYDRANT PIT NUMBERING AND
MARKING, RE: C4/CS504
STATIC GROUND
FIRE HYDRANT, RE: C1/CU502
STORM DRAINSD
7' HIGH SECURITY FENCE, RE: B1/CS505 & C1/CS505
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.
CG114
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE:
GRADING AND DRAINAGE PLAN - AREA 13A1 1" = 30'
17361812
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
UD01
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
ST
A
0+
.4
U D
U
D
-0
M
IT
ER
ED
E N
D S
EC
TI
O N
W / C
O N
C R
ET
E
AP
R
O N
R E:
B 4/
C G
6"
IN
.6
125 PVC LF 6" @ 2.45%
197 LF 6" PERFORATED PVC @ 1.40%
U
T
5.
.1
.7
.8
200 LF 6" PERFORATED PVC @ 1.40%
ST
A
3+
.6
U D
U D
-0
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.1
ST
A
0+
.0
U D
ST
A -0
+0 0.
U
D
ST
A
5+
.7
U D
U D
-0
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.1
ST
A
0+
.0
U D
ST
A -0
+0 0.
U
D
U
T
8.
.2
.8
U
T
1.
.7
FINISHED GRADE
EXISTING GRADE
ST
A
1+
.2
U D
U D
-0
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.2
ST
A
0+
.0
U D
ST
A -0
+0 0.
U
D
12" FUELCOMM
2" ELEC
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
UD02
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
ST
A
0+
.4
U D
U
D
-1
M
IT
ER
ED
E N
D S
EC
TI
O N
W / C
O N
C R
ET
E
AP
R
O N
R E:
B 4/
C G
.1
ST
A
1+
.9
U D
U D
-1
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.4
ST
A
0+
.6
U D
ST
A 0+
.2
U
D
ST
A
3+
.4
U D
U D
-1
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.3
ST
A
0+
.5
U D
ST
A -0
+0 0.
U
D
ST
A
5+
.4
U D
U D
-1
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.3
ST
A
0+
.5
U D
ST
A -0
+0 0.
U
U
T
7.
.3
.4
U
T
0.
.4
U
T
3.
.3
FINISHED GRADE
EXISTING GRADE
197 LF 6" PERFORATED PVC @ 1.40%
200 LF 6" PERFORATED PVC @ 1.40%
125 LF 6" PVC @ 3.20%
12" FUEL
COMM
2" ELEC
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
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
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 U B
LD
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
LA
Y O U T N A M E D R A
IN
A G E
P R O F
IL
E S
P
LO
TT
E D
:4 a 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
HORIZONTAL SCALE: 1"=30'
CG205
D R
AI
N
AG
E
PR
O
FI
LE
S
SCALE:
DRAINAGE PROFILES - UD02A1 HORIZONTAL 1" = 30'
VERTICAL SCALE: 1"=6'
0 3' 6' 12'
SCALE:
DRAINAGE PROFILES - UD01C1 HORIZONTAL 1" = 30'
VERTICAL 1" = 6'
17361848VERTICAL 1" = 6'
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
UD04
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
244 LF 6" PERFORATED PVC @ 0.50%
ST
A
2+
.3
U D
4'
S D
M H
U D
-0
R
E:
C
3/ C
G
TO
P O
F R
IM
.0
U
T
U
T
7.
.1
FINISHED GRADE EXISTING GRADE
ST
A
3+
.2
U D
U
D
-0
C
LE
AN
O
U T
R E:
C 4/
C G
U
T
7.
ST
A
1+
.2
U D
U D
-0
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.2
ST
A
0+
.0
U D
ST
A -0
+0 0.
U
D
106 LF 6" PERFORATED PVC @ 0.50%
12" FUEL
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
UD03
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
U
T
9.
.8
200 LF 6" PERFORATED PVC @ 1.40%
ST
A 0+
.5
U
D
U D
-2
M
IT
ER
ED
E
N D
S
EC
TI
O
N W
/ C O
N C
R
ET
E
AP
R O
N R
E:
B
4/ C
G
ST
A
3+
.5
U D
U D
-2
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.5
ST
A
-0 +0
0.
U D
ST
A 0+
.2
U
D
ST
A
5+
.5
U D
U D
-2
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.3
ST
A
0+
.0
U D
ST
A 0+
.0
U
U
T
2.
.0
FINISHED GRADE
EXISTING GRADE
.0
ST
A
1+
.0
U D
U D
-2
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.7
ST
A
-0 +0
0.
U D
ST
A 0+
.4
U
U
T
6.
.9
197 LF 6" PERFORATED PVC @ 1.40%
117 LF 6" PVC @ 0.65%
COMM2" ELEC
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
UD05
-0+50 0+00 0+50 1+00 1+50
FINISHED GRADE
EXISTING GRADE
ST
A
1+
.2
U D
U D
-0
4'
S D
M H
R E:
C 3/
C G
TO
P
O F
R
IM
.2
ST
A
0+
.0
U D
ST
A -0
+0 0.
U
D
117 LF 6" PERFORATED PVC @ 1.50%
U
T
.8
117 LF 6" PERFORATED PVC @ 1.50%
U
T
7.
117 LF 6" PERFORATED PVC @ 1.50%
117 LF 6" PERFORATED PVC @ 1.50%
ST
A
1+
.8
U D
U
D
-0
C
LE
AN
O
U T
R E:
C 4/
C G
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
30' 60'0
SCALE: 1"=30'
15'
ATMSMCJMH
ANDREW T. MCCOY
TX 96627
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 U B
LD
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
LA
Y O U T N A M E D R A
IN
A G E
P R O F
IL
E S
P
LO
TT
E D
:3 a 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
HORIZONTAL SCALE: 1"=30'
CG206
D R
AI
N
AG
E
PR
O
FI
LE
S
SCALE:
DRAINAGE PROFILES - UD03A1 HORIZONTAL 1" = 30'
VERTICAL 1" = 6'
VERTICAL SCALE: 1"=6'
0 3' 6' 12'
SCALE:
DRAINAGE PROFILES - UD04C1 HORIZONTAL 1" = 30'
VERTICAL 1" = 6'
17361849
SCALE:
DRAINAGE PROFILES - UD05C4 HORIZONTAL 1" = 30'
VERTICAL 1" = 6'
AP
R -2
JENNIFER M. HAYNES
90167
4/16/2026 jovencio.cadiz
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
ANDREW T. MCCOY
TX 96627
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 U B
LD
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
LA
Y O U T N A M E D R A
IN
A G E
D E
TA
IL
S
P
LO
TT
E D
:4 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
31 DEC 2025
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
CG502
D R
AI
N
AG
E
D
ET
AI
LS
SCALE:
STORM DRAIN MANHOLE DETAILC3 NTS
SCALE:
MANHOLE FRAME AND COVER DETAILSA3 NTS
SEE PLAN
4" GRASS/MULCH 4:1 MAX
NOTE:
1. SWALE HAS A GEOSYNTHETIC CLAY LINER TO PREVENT GROUND INFILTRATION OF
POTENTIALLY FUEL LADEN STORMWATER FROM AIRFIELD SPILLS. SWALE MUST BE
IMPERVIOUS.
SCALE:
SWALE SECTIONC1 NTS
MATERIAL PROPERTY TEST METHOD
TEST FREQUENCY
m2 (ft2) LINER
BENTONITE SWELL INDEX
BENTONITE FLUID LOSS
BENTONITE MASS/AREA
GCL GRAB STRENGTH
GCL PEEL STRENGTH
GCL INDEX FLUX
GCL HYDRAULIC
CONDUCTIVITY
GCL HYDRATED INTERNAL
SHEAR STRENGTH
ASTM D 5890
ASTM D 5891
ASTM D 5993
ASTM D 6768
ASTM D 6496
ASTM D 5887
ASTM D 5887
ASTM D 5321
ASTM D 6243
1 PER 50 TONNES
1 PER 50 TONNES
4,000 (40,000) 20,000
(200,000) 4,000
(40,000)
WEEKLY
WEEKLY
PERIODIC
24 ml/2 g MIN.
18 ml MAX.
3.6 kg/m2 MIN.
(0.75 lb/ft2)
53 N/cm MARV (30 lb/in) MARV
6.1 N/cm MIN.
(3.5 lb/in) 1 x 10-8 m3/m2/sec
MAX.
5 x 10-9 cm/sec
MAX.
500 psf (24 kPa)
TYP 200 psf
NOTES:
1. BENTONITE MASS/AREA REPORTED AT 0 PERCENT MOISTURE CONTENT.
2. TENSILE STRENGTH TESTING IS PERFORMED IN THE MACHINE DIRECTION USING
ASTM D 6768. PEEL STRENGTH TESTING IS PERFORMED USING ASTM D 6496.
UPON REQUEST, TENSILE AND PEEL RESULTS CAN BE REPORTED IN
ACCORDANCE WITH MODIFIED ASTM D 4632 USING 4 INCH GRIPS.
3. INDEX FLUX AND PERMEABILITY TESTING WITH DEAIRED DISTILLED/DEIONIZED
WATER AT 80 PSI (551 KPA) CELL PRESSURE, 77 PSI (531 KPA) HEADWATER
PRESSURE AND 75 PSI (517 KPA) TAILWATER PRESSURE. REPORTED VALUE IS
EQUIVALENT TO 925 GAL/ACRE/DAY. THIS FLUX VALUE IS EQUIVALENT TO A
PERMEABILITY OF 5X10-9 CM/SEC FOR TYPICAL GCL THICKNESS. ACTUAL FLUX
VALUES VARY WITH FIELD CONDITION PRESSURES. THE LAST 20 WEEKLY VALUES
PRIOR THE END OF THE PRODUCTION DATE OF THE SUPPLIED GCL MAY BE
PROVIDED.
4. PEAK VALUES MEASURED AT 200 PSF (10 KPA) NORMAL STRESS FOR A SPECIMEN
HYDRATED FOR 48 HOURS. SITE-SPECIFIC MATERIALS, GCL PRODUCTS, AND TEST
CONDITIONS MUST BE USED TO VERIFY INTERNAL AND INTERFACE STRENGTH OF
THE DESIGN.
GEOSYNTHETIC CLAY LINERS (GCL'S) - PRODUCT SPECIFICATIONS
GEOSYNTHETIC CLAY LINER
(THICKNESS = 1/4")
C.L. OF SWALE
REQUIRED
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .