02_25R1303_ AMD 0017 Drawings.pdf
PDF 7 MB Posted
- Attached to
- FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER, US JOINT REGION MARIANAS, ANDERSEN, GUAM
- Solicitation number
- N6274225R1303
About this file
The file contains engineering and architectural design drawings for the FY24 MCON P-614 Joint Consolidated Communications Center project at Andersen Air Force Base, Guam. The drawings include detailed plans for storm drain systems, water systems, sewer systems, structural foundations, antenna platforms, and walkway framing. Specific technical details include utility line routing, manhole and pipe specifications, concrete slab configurations, column footing schedules, and stainless steel structural components for an antenna platform.
The project involves constructing a two-story reinforced concrete communications center for the 36th Communications Squadron, with an estimated value between $100-250 million and a planned completion time of 1,286 calendar days. The facility will consolidate communications, command and control, and IT functions, featuring specialized elements like Sensitive Compartmented Information Facility construction, precision cooling systems, uninterruptible power supply, and clean agent fire suppression systems. The solicitation is an unrestricted, full and open competition using a Lowest Price Technically Acceptable (LPTA) source selection process, with proposals required to demonstrate specific technical capabilities in specialized communication infrastructure components.
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Text version
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
W
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W
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W
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W
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W W W W W
W
W
W
W
STA 7+72.11 BL SD-A, O/S 6.74' RT
= STA 3+91.11 DL-B
DI B3
1-DI (H=5.40')
TOP = 527.78
INV = 521.56 (D36) (IN)
INV = 521.56 (D36) (OUT)
STA 7+41.43 BL SD-A, O/S 7.23' RT
= STA 3+57.64 DL-B
DI B2
1-DI (H=5.42')
TOP = 527.64
INV = 521.39 (D36) (IN)
INV = 521.39 (D36) (OUT)
STA 4+90.63 BL SD-A, O/S 41.00' RT
= STA 0+96.59 DL-B
DI B1
1-DI (H=4.92')
TOP = 525.85
INV = 520.10 (D36) (IN)
INV = 520.10 (D36) (OUT)
D36D36
W
W8
W8
W
W8
W8
W6
S6
STA 7+99.45 BL SD-A, O/S 5.77' RT
= STA 4+20.71 DL-B
DI B4
1-DI (H=5.40')
TOP = 527.91
INV = 521.71 (D36) (IN)
INV = 521.71 (D36) (OUT)
D36D36
D36D36
WATER LINE FL-B
WATER LINE WL-A1
W
W
D36 D36
SD SD SD
SDSD
SD
D18 D18
D18D18
SAN
SAN
SAN
SAN
STA 8+95.78 BL SD-A, O/S 122.89' LT
= STA 1+36.99 DL-B2
DI B2-3
1-DI (H=2.67')
TOP = 527.50
INV = 524.00 (D18) (OUT)
STA 8+95.78 BL SD-A, O/S 70.91' LT
= STA 0+85.01 DL-B2
DMH B2-2
1-DMH (H=4.08')
TOP = 528.87
INV = 523.79 (D18) (IN)
INV = 523.79 (D18) (OUT)
STA 9+09.88 BL SD-A, O/S 70.91' LT
= STA 0+70.91 DL-B2
DI B2-1
1-DI (H=5.62')
TOP = 529.10
INV = 523.74 (D18) (IN)
INV = 523.24 (D24) (OUT)
STA 6+61.08 BL SD-A, O/S 89.01' LT
= STA 0+00.00 TRENCH C
BEGIN TRENCH C
CONNECT GENERATOR BLDG
TOP = 528.30
INV = 525.63 (D4) (OUT)
STA 8+67.37 BL SD-A, O/S 90.28' LT
= STA 0+58.96 TRENCH C
END TRENCH C LOW SPOT
Null Structure
TOP = 528.85
INV = 525.34 (D4) (IN)
WATER LINE WL-A2
TRENCH B, SEE S-505B/C4
S6
S6
WATER LINE WL-A1
WATER LINE WL-A
STORM DRAIN LINE DL-B
WATER LINE WL-A
SEWER LINE SL-A3
STA 6+90.53 BL SD-A, O/S 87.25' LT
= STA 0+29.50 TRENCH C
1- 1/4 BEND (H)
TOP = 528.65
INV = 525.48 (D4) (IN)
INV = 525.48 (D4) (OUT)
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C1/CU101A A1/CU101
CU102A CU103A CU104A
CU105A CU106A
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SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
GENERAL SHEET NOTES
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NAVFAC DRAWING NO.
EPROJECT NO.:
SCALE:
1737021
SHEET OF
CONSTR. CONTR. NO.
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
SY
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D
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C R
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TI
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D
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AP
PR
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17332481
ST
OR
M
DR
AI
N
PL
AN
(5 O
F 7)
CU105A
SCALE:1" = 20'
STORM DRAIN PLAN (5 OF 7)
A1
MA
TC
HL
IN
E
- S
EE
S
HE
ET
C U1
A
MATCHLINE - SEE SHEET CU103AMATCHLINE - SEE SHEET CU102A
RETAINING
WALL
P-614
JC3
FUEL TANKS
GENERATOR
BLDG
ELEC YARD
TRASH
ENCLOSURE
SEDIMENT
TRAP 2
SAN
W W
PROJECT BOUNDARY
SANITARY SEWER LINE
WATER LINE
STORM DRAIN LINESD
OIL/WATER SEPARATOR
STORM DRAIN MANHOLE
SEWER MANHOLE
CLEAN OUT TO GRADE
W8
S6
D18
ELECTRICAL LIGHTING
ELECTRICAL DISTRIBUTION
LIGHT POLE
2020 10 0 40FT
TELCOM
LIGHTNING PROTECTION MAST
LIGHTNING PROTECTION MAST
L
E
PLAN
NORTH
DISTRIBUTION LINES,
SEE ELEC DWGS
SITE LIGHTING, SEE
ELEC DWGS
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
BL SD-A
1. FOR UTILITY NOTES AND GENERAL CONSTRUCTION NOTES, SEE SHEET C-001.
2. FOR UTILITY DEMOLITION PLANS, SEE SERIES CD001A.
3. FOR WATER PLANS, SEE SERIES CU120A.
4. FOR SEWER PLANS, SEE SERIES CU130A.
5. FOR ELECTRICAL PLANS, SEE SERIES E-110.
6. FOR TELECOMMUNICATION PLANS, SEE SERIES ET100A.
7. FOR DISTRIBUTION PLANS, SEE SERIES ES100.
UNGROUTED
RIPRAP
D4
CU506A
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/20
/2
05/20/2025
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SD
SD
SD
SD
SD
SD
SAN
SAN
D36D36
STA 5+22.93 WL-A, O/S 0.00' T
= STA 5+22.93 WL-A
= STA 0+00.00 FL-B
CONNECT TO FL-B
1-8"X8" TEE
1-8" GATE VALVE
1-VALVE BOX
1-CONC BLK
STA 5+41.10 BL SD-A, O/S 37.14' LT
= STA 0+29.33 FL-B
1-8" 1/32 BEND
1-CONC BLK
STA 5+95.33 BL SD-A, O/S 4.46' LT
= STA 5+75.92 WL-A
1-8" 1/16 BEND (H)
1-CONC BLK
STA 5+39.27 BL SD-A, O/S 42.19' LT
= STA 0+34.70 FL-B
1-8"X6" REDUCER
1-CONC THRUST BEAM
1-CONC BLK
STA 5+54.58 BL SD-A, O/S 51.22' LT
= STA 0+55.22 FL-B
1-FH ASSEMBLY (H=4.5')
1-4'X4' CONC SLAB
4-GUARD POST
1-CONC BLK
STA 6+54.83 SD-A, O/S 4.83' LT
= STA 6+34.90 WL-A
= STA 0+00.00 WL-A1
CONNECT TO
FIRE SPRINKLER LATERAL
WL-A1
1-8"X6" TEE
1-6" GATE VALVE
1-VALVE BOX
1-CONC BLK
SEE FP SHEETS FOR DCBFP
STA 7+31.57 BL SD-A, O/S 3.39' LT
= STA 7+10.83 WL-A
1-8" 1/8 BEND (H)
1-CONC BLK
STA 8+09.59 BL SD-A, O/S 5.02' LT
= STA 7+80.44 WL-A
1-8" 1/8 BEND (H)
1-CONC BLK
W
W8
W8
W
W8
W8
W6
S6
D36D36
D36D36
WATER LINE FL-B
WATER LINE WL-A1
D36 D36
STA 6+69.83 SD-A, O/S 4.83' LT
= STA 6+49.90 WL-A
= STA 0+00.00 WL-A2
CONNECT TO WL-A2
1-8"x2" BOSSED TEE
30 LF OF PVC PIPE
1- 1 1/2" AMI METER
1-SERVICE VALVE
1-VALVE BOX
1- 2" RPBP
1-TYPE III METER BOX
SD SD SD
SDSD
SD
D18 D18
D18D18
SAN
SAN
SAN
SAN
STA 5+14.85 BL SD-A, O/S 0.58' LT
= STA 4+93.60 WL-A
1-8" 1/8 BEND (H)
1-CONC BLK
STA 5+23.07 BL SD-A, O/S 8.33' LT
= STA 5+04.90 WL-A
1-8" 1/8 BEND (H)
1-CONC BLK
1-1/2" AMI METER
2" RPBP
STA 5+38.21 BL SD-A, O/S 44.99' LT
= STA 5+18.96 WL-A
1-1/4 BEND (H)
1-CONC BLK
WATER LINE WL-A2
TRENCH B, SEE S-505B/C4
S6
S6
WATER LINE WL-A1
STA 6+54.83 BL SD-A, O/S 22.39' LT
= STA 0+17.56 WL-A1
GENERATOR BLDG POC
WATER LINE WL-A
STORM DRAIN LINE DL-B
WATER LINE WL-A
SEWER LINE SL-A3
PLAN
NORTH
C1/CU121A A1/CU121A
CU124ACU123ACU122A
CU127A
CU125A CU126A
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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C
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CA
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CE
NT
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NAVFAC DRAWING NO.
EPROJECT NO.:
SCALE:
1737021
SHEET OF
CONSTR. CONTR. NO.
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
SY
M
D
ES
C R
IP
TI
O N
D
AT
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17332488
W
AT
ER
S
YS
TE
M
PL
AN
(5
O F
7)
CU125A
SCALE:1" = 20'
WATER SYSTEM PLAN (5 OF 7)
A1
MA
TC
HL
IN
E
- S
EE
S
HE
ET
C U1
A
MATCHLINE - SEE SHEET CU123AMATCHLINE - SEE SHEET CU122A
RETAINING
WALL
P-614
JC3
FUEL TANKS
GENERATOR
BLDG
ELEC YARD
TRASH
ENCLOSURE
SEDIMENT
TRAP 2
SAN
W W
PROJECT BOUNDARY
SANITARY SEWER LINE
WATER LINE
STORM DRAIN LINESD
OIL/WATER SEPARATOR
STORM DRAIN MANHOLE
SEWER MANHOLE
CLEAN OUT TO GRADE
W8
S6
D18
ELECTRICAL LIGHTING
ELECTRICAL DISTRIBUTION
LIGHT POLE
2020 10 0 40FT
TELCOM
LIGHTNING PROTECTION MAST
LIGHTNING PROTECTION MAST
L
E
PLAN
NORTH
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
1. FOR UTILITY NOTES AND GENERAL CONSTRUCTION NOTES, SEE SHEET C-001.
2. FOR UTILITY DEMOLITION PLANS, SEE SERIES CD001A.
3. FOR DRAIN PLANS, SEE SERIES CU100A.
4. FOR SEWER PLANS, SEE SERIES CU130A.
5. FOR ELECTRICAL PLANS, SEE SERIES E-110.
6. FOR TELECOMMUNICATION PLANS, SEE SERIES ET100A.
7. FOR DISTRIBUTION PLANS, SEE SERIES ES100.
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/20
/2
05/20/2025
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SD
SD
SD
SD
SD
SD
SD
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SAN
SAN
SAN
SAN
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D36D36
W
W8
W8
W8
W
W8
W8
W6
W8
W6
S6
D36D36
D36D36
D24D24
D24D24
WATER LINE FL-A
WATER LINE FL-B
WATER LINE WL-A1
W
W
D36 D36
SD SD
SD
SD
SDSD
SD
D24 D24
D18 D18
D18D18
SAN
SAN
SAN
SAN
14 LF CONC JACKET
OIL WATER
SEPARATOR
STA 8+84.19 BL SD-A, O/S 65.20' LT
= STA 1+03.66 SL-A3
CONNECT TO 3" LATERAL
FROM SUMP
TOP = 528.77
INV = 526.27 (S6 OUT)
STA 8+84.13 SD-A, O/S -89.30' L
STA 0+79.57 SL-A3
= STA 0+00.00 SL-A3-2
CONNECT TO SL-A3-2
TOP = 529.15
INV = 525.22 (S6 IN)
INV = 525.22 (S6 OUT)
INV = 525.22 (S3 OUT)
STA 8+84.05 SD-A, O/S -124.26' L
STA 0+44.60 SL-A3
= STA 0+00.00 SL-A3-1
CONNECT TO SUMP LATERAL
CONNECT TO FUEL YARD TRENCH
TOP = 527.63
INV = 523.68 (S6 IN)
INV = 523.69 (S3 IN)
INV = 523.69 (S6 OUT)
STA 6+57.25 BL SD-A, O/S 127.06' LT
= STA 0+39.15 SL-A3
1- 4" CLEANOUT
WOC COTG
TOP = 527.62
INV = 523.45 (S6 IN)
INV = 523.45 (S6 OUT)
STA 6+37.23 BL SD-A, O/S 140.86' LT
= STA 0+14.83 SL-A3
1 -4" CLEANOUT
WOC COTG
TOP = 528.47
INV = 522.39 (S6 IN)
INV = 522.39 (S6 OUT)
WATER LINE WL-A2
TRENCH B, SEE S-505B/C4
S6
S6
WATER LINE WL-A1
STA 6+22.40 SD-A, O/S -140.85' L
STA 4+77.65 SL-A
= STA 0+00.00 SL-A2
= STA 0+00.00 SL-A3
SMH-A6
1-SMH (H=4.14')
TOP = 528.046
INV = 521.74 (S6 IN)
INV = 521.47 (S6 IN)
INV = 521.47 (S8 OUT)
STA 6+22.37 BL SD-A, O/S 118.89' LT
= STA 0+21.95 SL-A2
SEWER POC - GEN BLDG
TOP = 527.75
INV = 521.56 (S6 OUT)
WATER LINE WL-A
STORM DRAIN LINE DL-B
WATER LINE WL-A
WATER LINE WL-A
STORM DRAIN LINE SD-A
STA 3+63.60 BL SD-A, O/S 102.02' LT
= STA 4+11.12 SL-A
OWS OUT
TOP = 527.17
INV = 521.18 (S8 IN)
INV = 521.17 (S8 OUT)
STA 3+63.59 BL SD-A, O/S 109.77' LT
= STA 4+18.87 SL-A
OWS IN
TOP = 527.21
INV = 521.21 (S8 IN)
INV = 521.21 (S8 OUT)
SEWER LINE SL-A3
STORM DRAIN LINE DL-C
ICS
ICS
ICS
M
M
M
W
E
E
ICS
ICS
ICS
M
M
M
W
E
E
CU131A CU132A
CU133A
PLAN
NORTH
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
FI
LE
N
AM
E:
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:\1
-0
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1737021
SHEET OF
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CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
SY
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17332493
SE
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SCALE:1" = 20'
SEWER SYSTEM PLAN (3 OF 3)
A1
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SAN
W W
PROJECT BOUNDARY
SANITARY SEWER LINE
WATER LINE
STORM DRAIN LINESD
OIL/WATER SEPARATOR
STORM DRAIN MANHOLE
SEWER MANHOLE
CLEAN OUT TO GRADE
W8
S6
D18
ELECTRICAL LIGHTING
ELECTRICAL DISTRIBUTION
LIGHT POLE
2020 10 0 40FT
TELCOM
LIGHTNING PROTECTION MAST
LIGHTNING PROTECTION MAST
L
E
FUEL TANKS
GENERATOR
BLDG
ELEC YARD
P-614 JC3
PLAN
NORTH
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
1. FOR UTILITY NOTES AND GENERAL CONSTRUCTION NOTES, SEE SHEET C-001.
2. FOR UTILITY DEMOLITION PLANS, SEE SERIES CD001A.
3. FOR DRAIN PLANS, SEE SERIES CU100A.
4. FOR WATER PLANS, SEE SERIES CU120A.
5. FOR ELECTRICAL PLANS, SEE SERIES E-110.
6. FOR TELECOMMUNICATION PLANS, SEE SERIES ET100A.
7. FOR DISTRIBUTION PLANS, SEE SERIES ES100.
8. TOP OF SEWER MANHOLES OUTSIDE OF PAVED AREA MUST BE 4" ABOVE FG.
RE
VI
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D
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W
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LI
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SEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/20
/2
05/20/2025
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
BP: 30+00
EXISTING
MH-27CURVE DATA
Δ= 20°33'51" D= 1145°54'56"
T= 1.78' L= 1.79' R= 5.0'
BP: 150+00
EP: 150+12.99
PC: 150+05.95
PT: 150+07.75
PROVIDE TMH-27-A
STA: 150+00
OFF: 4.6 L
N: 4925826.5489 E: 904714.1390
VERTICAL EXAGGERATION: 4
STATION 150+00 TO 150+50
150+00 150+50
150+00 150+50
EXISTING TMH-27
STA. 150+12.98
EL. 542.370
EXISTING
GROUND
BOTTOM OF
ENCASED
DUCTBANK
PROVIDE TMH-27-A
STA. 150+00
EL. 541.561
VERTICAL EXAGGERATION: 4
STATION 120+00 TO 120+50
120+00 120+50
120+00 120+50
EXISTING 6"
WATER PIPE
TOP=522.71
EXISTING
GROUND
FINISHED
GRADE
3' R
BOTTOM OF
ENCASED
DUCTBANK
PROVIDE THH-A1
STA. 120+13.9
EL. 527.036
VERTICAL EXAGGERATION: 4
STATION 130+00 TO 130+37
130+00 130+37
130+00 130+37
PROVIDE TMH-27-B2
STA. 32+27.6
EL. 527.792
EXISTING 6"
SEWER PIPE
TOP=522.01
-27.78%
3' R
25' R
EXISTING
GROUND
BOTTOM OF
ENCASED
DUCTBANK
SECONDARYUNITSUBSTATION"B"
SECONDARYUNITSUBSTATION"A"
LOAD BANK
X X
X X
X X
X
X
X X
X
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
W
W
W W
W
W 0
W W
W
W
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W W
W W
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W SAN
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ICS
ICS
M M
MW
E E
BP
: 1
+0
PC
: 1
+1
5.3
PT: 130+21.66
EP: 130+37.06
N68° 35' 50.96"W 13.93'
CURVE DATA
Δ= 89°58'44" D= 1432°23'40" T= 5.66' L= 6.28' R= 4.0'
N21° 29' 07.83"E 15.37'
PROVIDE TMH-27-B2
STA: 130+36.3
OFF: 1.2 R
N: 4925781.1007 E: 904456.3712
PROVIDE THH-A1
STA: 120+13.9
OFF: 1.3 R
N: 4925753.9912 E: 904399.0435
N68° 29' 36.60"W 15.40'
BP: 120+00
EP: 120+13.93
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DES DRW CHK
SATISFACTORY TO
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APPROVED
SEAL
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FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
SY
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C R
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A1 PARTIAL PROFILE VIEW
N
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A3 PARTIAL PROFILE VIEW
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=5'
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=5'
A2
XT301D
C1
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GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
2020 10 0 40FT
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=5'
05 5 10FT
NTS
KEY PLAN
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N
XT
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OIL WATER SEPARATOR
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SCALE:
1737021
SHEET OF
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CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
SY
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C R
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BSC SLM JGB
17333383
M-704B
00-OWS-01
OIL WATER SEPARATOR
GENERAL SHEET NOTES
1. PIPING MATERIALS AND COMPONENTS MUST BE PROVIDED PER SPECIFICATION 33 52 10.
2. CONTRACTOR MUST FIELD ROUTE ALL PIPING INDICATED ON THIS DRAWING.
LD
LSH
VTSA VTSA
LAH
SANITARY SEWER SYSTEM
6" PVC
OIL WATER SEPARATOR
ALARM PANEL
4" 150 LB RF
PUMP OUT
36" MANWAY
30" MANWAY
2" DIELECTRIC
BUSHING
(TYP. 2 PLACES)
FUEL STORAGE TANK AND
PUMP AREA SUMP
3" PVC
CO
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GRADE
FUEL STORAGE TANK AREA AND
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6" PVC 6" PVC
CO
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6" PVC
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3" PVC
3 4
H
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A1
S-301A
A1
S-301A
C1
S-301A
C1
S-301A
A1
S-305A
A1
S-305A
6" THK. CONC. SLAB ON GRADE WITH
#4 BARS AT 16" O.C., E.W., TYP.
6" THK. CONC. SLAB ON GRADE WITH
#4 BARS AT 12" O.C., E.W., TYP.
6" THK. CONC. SLAB ON GRADE
8" THK. CONC.
VAULT WALL, SEE
TYP. DETAIL ON
CSW-2
CSW-2
CSW-2
CSW-2 CSW-2
C S
W -1
C S
W -1
C S
W -1
C1
S-517A
Sim
C1
S-517A
Sim
T.O.S. = -2' - 0"
T.O.S. = 0' - 0"
T.O.S. = 0' - 0"
T.O.S. = 0' - 0"
C .J
S .J
S.J.
S.J.S.J.S.J.
S .J
S .J
S .J
S .J
S
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/MATCHLINE SEE SHEET A1 S-411A
M
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S.J.
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VB - 1
VB - 1
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S .J
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S.J.
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/A2 S-503A
8" THK. VAULT WALL,
SEE TYP. DETAIL ON
/A2 S-503A
T.O.S. = -2' - 0"
UP
LPF- 1
LEGENDS
1. CONTRACTOR MUST COORDINATE ALL FLOOR DEPRESSION LIMITS, LOCATIONS AND
DEPTHS WITH ARCHITECTURAL DRAWINGS, INCLUDING BUT NOT LIMITED TO WALL
LOCATIONS, ROOFING MATERIALS/THICKNESSES, FLOORING INSTALLATION METHODS AND
REQUIRED SLOPES. THE FINAL FINISHED FLOOR MUST COMPLY WITH ADA/ABA.
2. CONTRACTOR MUST CONFIRM LOCATION, DIMENSIONS, AND ELEVATION OF EQUIPMENT
PADS WITH THE VARIOUS DISCIPLINES AND WITH THE ACTUAL EQUIPMENT TO BE
INSTALLED.
3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS
OF OPENINGS.
REFERENCE DRAWINGS
CSW-1 DENOTES SHEARWALL
S.J. SAW CUT JOINT
C.J. CONSTRUCTION JOINT
T.O.S. TOP OF SLAB
SLAB DEPRESSION
6" THK. CONCRETE SLAB
8" THK. CONCRETE SLAB
CONCRETE PAD
CONCRETE COLUMN
LPF, LIGHTING POST FOUNDATION
PLAN
NORTH
A6
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
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S
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G
IN
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G S
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C O
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DATE
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1737021
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C R
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AS NOTED
KEY PLAN
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
NTS
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
05/20/2025
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LM LC BF
17332615
BC
3/16" = 1'-0" A1
PARTIAL FIRST FLOOR FRAMING PLAN - A6
3/16" = 1' - 0" 0 5' 10' 20'
SHEET S-001A GENERAL STRUCTURAL NOTES
SHEET S-002A GENERAL STRUCTURAL NOTES
SHEET S-102A COMM BLDG OVERALL FIRST FLOOR PLAN
SHEET S-407A PARTIAL FIRST FLOOR FRAMING PLAN - A1
SHEET S-408A PARTIAL FIRST FLOOR FRAMING PLAN - A2
SHEET S-409A PARTIAL FIRST FLOOR FRAMING PLAN - A3
SHEET S-410A PARTIAL FIRST FLOOR FRAMING PLAN - A4
SHEET S-411A PARTIAL FIRST FLOOR FRAMING PLAN - A5
SHEET S-501A TYPICAL SLAB-ON-GRADE DETAILS
SHEET S-502A TYPICAL CONCRETE PAD DETAILS AND REBAR SPLICE DETAILS
SHEET S-503A TYPICAL CONCRETE WALL DETAILS
SHEET S-505A FOUNDATION SCHEDULE AND DETAILS
SHEET S-506A FOUNDATION SCHEDULE AND DETAILS
SHEET S-507A FOUNDATION DETAILS
SHEET S-508A FOUNDATION DETAILS
SHEET S-509A COLUMN SCHEDULE AND DETAILS
SHEET S-510A TYPICAL CONCRETE COLUMN DETAIL
SHEET S-515A COMM BLDG WALL WIND LOAD DESIGN PRESSURE
R E
V
IS
E D
S
LA
B O
N G
R A
D E
R E
B A
R S
P A
C
IN
G
/20 /20
LM
SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
5/15/25
PLAN
COLUMN
AND FTG.
CONCRETE COLUMN
"B"
"L
COLUMN
AND FTG. "A"
"B" BOTTOM BAR
"A" BOTTOM BAR
1/2" SQ. JOINT SEALANT
OVER 12" THK. PREMOULDED
FILLER
CONCRETE COLUMN
CONCRETE COLUMN
REINFORCING
CONC. SLAB ON
GRADE AND REINF.
CONC. SLAB ON
GRADE AND REINF.
"T
2' - 0" "B" 2' - 0"
15 MIL VAPOR BARRIER,
TYP.
PROPERLY COMPACTED
STRUCTURAL FILL
6" THK. PROPERLY
COMPACTED STRUCTURAL
FILL OR CLSM
SECTION "A"-"A"
"A" BOTTOM BAR
"B" BOTTOM BAR
"A"
6" C
LR
3" C
LR
2" CLR.
2"
"C" TOP BAR
"D" TOP BAR
"C" TOP BAR, WHERE OCCURS
"D" TOP BAR, WHERE OCCURS
2'
M
IN
PLAN
COLUMN CONCRETE COLUMN
"L"
"B
COLUMN
AND FTG.
"B"
"D" TOP BAR
"A" BOTTOM BAR
"B"
COLUMN
"B" BOTTOM BAR
"C" TOP BAR
"A"
"A"
1/2" SQ. JOINT SEALANT
OVER 12" THK. PREMOULDED
FILLER
CONCRETE COLUMN
CONCRETE COLUMN
REINFORCING
CONC. SLAB ON
GRADE AND REINF.
CONC. SLAB ON
GRADE AND REINF.
T
15 MIL VAPOR BARRIER,
TYP.
PROPERLY
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STRUCTURAL FILL
6" THK. PROPERLY
COMPACTED STRUCTURAL
FILL OR CLSM
SECTION "B"-"B"
"B" BOTTOM BAR
"A" BOTTOM BAR
6"
C
LR
3"
C
LR
2"
CLR.
2"
"D" TOP BAR, WHERE OCCURS
"C" TOP BAR, WHERE OCCURS
2'
M
IN
"L"2' - 0" 2' - 0"
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
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G
IN
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FIRE PROTECTION
1737021
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4 5
CONSTR. CONTR. NO.
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A/E INFO
S Y
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C R
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A P
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AS NOTED
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
05/20/2025
W
S tr u c tu ra l P ro je c ts
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LM LC BF
17332656
BC
NTSA1
TYPICAL COLUMN FOOTING DETAIL
COLUMN FOOTING SCHEDULE
MARK
DIMENSION REINFORCEMENT
REMARKLENGTH "L" WIDTH "B" THICKNESS "T" "A" BAR "B" BAR "C" BAR "D" BAR
F-1 7' - 0" 7' - 0" 18" 9 - #6 9 - #6 - -
F-1A 4' - 0" 4' - 0" 18" 4 - #5 4 - #5 - - PROVIDE STD HOOK AT EACH END
F-2 8' - 0" 8' - 0" 24" 10 - #6 10 - #6 - -
F-3 12' - 0" 12' - 0" 24" 15 - #6 15 - #6 15 - #6 15 - #6
F-4 10' - 0" 10' - 0" 24" 12 - #6 12 - #6 - -
F-5 11' - 0" 11' - 0" 24" 13 - #6 13 - #6 13 - #6 13 - #6
F-5A 17' - 0" 7' - 0" 24" 14 - #6 21 - #6 14 - #6 21 - #6
F-6 12' - 0" 12' - 0" 24" 15 - #6 15 - #6 - -
CF-1 18' - 0" 9' - 0" 24" 18 - #7 9 - #7 10 - #7 14 - #7 COMBINED FOOTING
CF-2 19' - 0" 9' - 0" 24" 19 - #7 9 - #7 10 - #7 14 - #7 COMBINED FOOTING
CF-3 19' - 0" 9' - 0" 24" 19 - #7 9 - #7 19 - #7 12 - #7 COMBINED FOOTING
CF-4 19' - 0" 9' - 0" 24" 19 - #7 9 - #7 19 - #7 12 - #7 COMBINED FOOTING
NTS2
TYPICAL COMBINED OOTING DETAIL
CMF-1 SEE DETAIL S-507A COMBINED FOOTING
CMF-2 SEE DETAIL S-508A COMBINED FOOTING
CMF-3 SEE DETAIL S-400A COMBINED FOOTING
1 A D
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SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
SUB 1ST FLOOR
1ST FLOOR
E
6" THK. SLAB ON
GRADE, SEE PLAN
CONSTRUCTION
JOINT, TYP.
8" THK. SLAB ON
GRADE, SEE PLAN
1' - 0" 1' - 4"
15 MILS VAPOR BARRIER
4" THK. PROPERLY COMPACTED
STRUCTURAL FILL
6"
2- #4 HORIZ. BARS,
TYP. AS SHOWN
#4 VERT. BAR AT
12" O.C., TYP.
SUB 1ST FLOOR
1ST FLOOR
GF
CONSTRUCTION
JOINT, TYP.
6" THK. CONC.
SLAB, SEE PLANS
#4 AT 12" O.C., TYP.
#4 AT 12" O.C., TYP.
15 MILS VAPOR BARRIER
15 MILS VAPOR BARRIER
15 MILS VAPOR BARRIER
4" THK. PROPERLY COMPACTED
STRUCTURAL FILL
1' - 0"
8" THK. CONC.
SLAB, SEE PLANS
#4 VERT. BAR AT
12" O.C., TYP.
2- #4 HORIZ.
BAR AS SHOWN
6"
SEE PLAN FOR
SLAB REINFORCING #4 AT 16" O.C.,
EACHWAY
#4 AT 16" O.C.,
EACHWAY
SUB 1ST FLOOR
1ST FLOOR
SLAB ON GRADE,
SEE PLAN
SLAB ON GRADE,
SEE PLAN
WALL FOOTING, SEE PLAN
CSW-2
15 MILS VAPOR BARRIER
15 MILS VAPOR
BARRIER
4" THK. PROPERLY COMPACTED
STRUCTURAL FILL
6" THK. PROPERLY COMPACTED
STRUCTURAL FILL
1ST FLOOR
14" THK. MAT FOOTING
#5 AT 12" O.C. E.W TOP
AND BOT. BARS
#5 AT 12" O.C. E.W TOP
AND BOT. BARS
6'
4" 1'
S C
H E
D U
LE
S E
E L
A P
S P
LI
C
E
2- #4 AT 24" O.C.
HOR. BARS
#5 AT 16" O.C.
VERT. BARS
C
LR
3"
CLR.
2"
CLR.
2"
8" THK. CMU WALL, TYP.
8" THK. CONC. CURB
Pipe3STD
Pipe3STD
8' - 8"
7"
9"
1/
2" 6"
1/
2"
1/4" THK. CAP PLATE3 1/2" 3 1/2"
Pipe3STD
3/8" THK. PLATE
1/2" DIA. EPOXY ANCHOR
WITH 4 1/2" EMBEDMENT
CMU WALL BELOW
3/16
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
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IN
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G S
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DATE
FIRE PROTECTION
1737021
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IF
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JO
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4 5
CONSTR. CONTR. NO.
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A/E INFO
S Y
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D A
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A P
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AS NOTED
GRAPHIC SCALE(S)
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
05/20/2025
W
S tr u c tu ra l P ro je c ts
\2 .0
P
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P -6
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LM EL BF
17332667
BC
3/4" = 1'-0" C1
SECTION
3/4" = 1'-0"
C3
SECTION
3/4" = 1'-0" A1
SECTION
3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'
3/4" = 1'-0" A3
SECTION
1 1/2" = 1'-0"
A5
CONNECTION DETAIL
A D
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LM
SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
C 5X
6.
C 5X
C5X9
C5X9
C 5X
C5X6.7C5X9
C5X6.7 C5X6.7
C5X6.7
C5X6.7
C5X9
C 5X
6.
L3X2X1/4
L3X2X1/4
KNEE BRACE
L3X2X1/4
L3X2X1/4
KNEE BRACE
L3X2X1/4
KNEE BRACE
KNEE BRACE
KNEE BRACE
L3X2X1/4
L3X2X1/4
1/4" DIAMOND
STAINLESS STEEL
PLATE
C 5X
C 5X
ANTENNA MAST,
SEE ARCH.
C5X6.7
C5X6.7 C5X6.7
C5X6.7C5X6.7
C5X6.7
B1
S-530A
C 5X
6.
C 5X
6.
L3X2X1/4
KNEE BRACE
L3X2X1/4L3X2X1/4
KNEE BRACE
L3X2X1/4L3X2X1/4
KNEE BRACE
1/4" DIAMOND STAINLESS
STEEL PLATE
C5X6.7
C5X6.7C5X6.7
C5X6.7 C5X6.7
C5X6.7 C5X6.7
C5X6.7
C 5X
6.
C 5X
6.
C 5X
6.
C 5X
6.
C 5X
6.
C 5X
6.
L3X2X1/4L3X2X1/4L3X2X1/4
KNEE BRACE KNEE BRACE
KNEE BRACE
A1
S-530A
1/4" DIAMOND STAINLESS
STEEL PLATE
ROOF
ROOF STAIR
S-530A
B4
S-530A
B2
Pipe2-1/2STD
C5X6.7 C5X6.7
CONCRETE SLAB,
SEE PLAN
L3 X2X
1/ 4 L3X2X1/4
C5X6.7
SCH 40S
C5X6.7
Pipe2-1/2STD
SCH 80
C5X6.7
1 1/2" 2 1/2" 1 1/2"
2- 5/8" DIA. SS
BOLTS
3/16
3/16
3/16
3/16
3/16
3/16
3/8"THK. SS GUSSET
PLATE
3/8"THK. GUSSET
PLATE
1 1 /2"
3"
1 1 /2"
3/8" THK. SS PLATE 1"
1'
ROOF
B5
S-530A
Pipe2-1/2STD SCH 40S
1/2" THK. SS BASE PLATE
3/4" DIA. SCREW
ANCHOR
CONCRETE SLAB,
SEE PLAN
1/2" THK. NON-SHRINK
GROUT
1/
4"
6"
6"
1/ 2"
1/
2"
1 1/2" 1 1/2"
Pipe2-1/2STD
9"
9"
1/2" THK. SS
BASE PLATE
3/4" DIA. SCREW
ANCHOR
3/16
SCH 40S
ROOF STAIR
STAIR TREAD, SEE ARCH.
L2X2X1/4 LEDGER
C5X6.7
C5X6.7 C5X6.7
Pipe2-1/2STD
Pipe2-1/2STD
C8X11.5 STRINGER
SCH 40S
SCH 40S
C5X6.7
2- 5/8" DIA. SS
BOLTS
3/8" THK. SS
PLATE
3/16
1 1/4"
2 1/2"
1 1/4"
GAP
1/2"
1 1/2"2 1/2"1 1/2"
RAILING POST,
SEE ARCH.
C5X6.7
PROVIDE 1/4" THK.
STIFFENER PLATE
WHERE RAILING POST
OCCURS
3/16
3/16
1/4" DIAMOND STAINLESS
STEEL PLATE
CONCRETE WALL
C5X6.7
5"x5" FILLER PLATE AT
EACH ANCHOR BOLT
5/8" DIA. SS SCREW
ANCHOR AT 2'-0" O.C.
4 1/2"
C5X6.7
5/8" DIA. SS
SCREW ANCHORS
WITH 4 1/2"
EMBEDMENT
1 1/2" 4" 1 1/2"
1/
2" 4"
1/
2"
1/2" THK. SS END PLATE
3/16
3/16 DIAMOND STAINLESS
STEEL PLATE
NAVFAC DRAWING NO.
1 2 3 4 5
D
C
B
A
C
B
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DATE
FIRE PROTECTION
1737021
N A
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JO
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A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
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S O
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M M
U N
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A
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E N
T E
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A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
AS NOTED
GRAPHIC SCALE(S)
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
05/20/2025
W
S tr u c tu ra l P ro je c ts
\2 .0
P
E I
P -6
G
U M
J O
IN
T
C O
M M
C T
R F
U L L D
E S
IG
N
\C o n tr a c t
D o c s \0
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P
M
S-530A
A N
T E
N N
A P
LA
T
F O
R M
A N
D W
A
LK
W A
Y F
R A
M
IN
G P
LA
N
A N
D D
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MS MS BF
17332680
BC
1/2" = 1'-0" C1
ANTENNA PLATFORM AND WALKWAY FRAMING PLAN
1/2" = 1'-0" C2
ANTENNA PLATFORM AND WALKWAY FRAMING PLAN
1/2" = 1'-0"
C4
ANTENNA PLATFORM AND WALKWAY FRAMING PLAN
1/2" = 1'-0" (S-530A) B1
SECTION
1 1/2" = 1'-0"
B2
DETAIL
1 1/2" = 1'-0" B4
DETAIL
1 1/2" = 1'-0"
B5
SECTION
1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
NOTE:
BEAMS, COLUMN, BRACING, PLATES AND BOLTS
MUST BE STAINLESS STEEL 316SS WITH MIN. YEILD
STRENGTH, FY = 65KSI.
CONTRACTOR TO COORDINATE AND PROVIDE
HOLE FOR ANTENA CABLE.
SCALE: 1 1/2" = 1'-0"A1
SECTION
NTSA2
CONDITION AT RAILING POST DETAIL
SCALE: 1 1/2" = 1'-0"A3
SECTION
SCALE: 1 1/2" = 1'-0"A4
SECTION
A D
JU
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S T
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/20
/20
LM
SEALLIC. EXP. DATE 4/30/26
BENNET T Y . FUNG
HA W A II, U.S .A
LICENSED
PROFESSIONAL
ENGINEER
No. 6293-S
| AMD 0017 CIVIL DRAWINGS |
| CU105A - STORM DRAIN PLAN (5 OF 7) |
| CU125A - WATER SYSTEM PLAN (5 OF 7) |
| CU133A - SEWER SYSTEM PLAN (3 OF 3) |
| AMD 0017 ELECT DIST DRAWING |
| XT111D - PLAN AND PROFILE - SHEET 11 |
| AMD 0017 GENERATION DRAWING |
| M-704B - PIPING AND INSTRUMENTATION DIAGRAM OIL WATER SEPARATOR |
| AMD 0017 STRUCT DRAWINGS |
| S-412A - PARTIAL FIRST FLOOR FRAMING PLAN -A6 |
| S-506A - FOUNDATION SCHEDULE AND DETAILS |
| S-517A - FOUNDATION SECTION DETAILS |
| S-530A - ANTENNA PLATFORM AND WALKWAY FRAMING PLAN AND DETAILS |
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