13_25R1303_AMD 0008_1737021_DRAWINGS.pdf
PDF 8 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 documents are architectural and engineering drawings for the FY24 MCON P-614 Joint Consolidated Communications Center project at Andersen Air Force Base in Guam. The project involves constructing a two-story, reinforced concrete communications center for the 36th Communications Squadron, with specialized features including a Sensitive Compartmented Information Facility (SCIF). Key design details cover electrical, mechanical, utility, and site infrastructure systems, with specific focus on precision cooling, uninterruptible power supply, clean agent fire suppression, and secure facility construction requirements.
The contract is an unrestricted, full and open competition solicitation with a Lowest Price Technically Acceptable (LPTA) source selection approach. The estimated project magnitude is between $100-250 million, with a 1,286 calendar day completion period. Only the three lowest-priced proposals will be evaluated for technical acceptability, with a preference for contractors demonstrating prior experience in precision cooling systems, uninterruptible power supply systems of 225 kVA or larger, and clean agent fire suppression systems. The project is restricted to U.S. companies using U.S. citizens, with special security protocols for accessing detailed solicitation documents.
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-0+50 0+00 1+00 2+00 3+00 4+00 4+40
4+00 5+00 6+00 6+70
-0+50 0+00 1+00 1+20
SCALE:1" = 20' (HORIZ.)
1" = 4' (VERT.)
DRAIN LINE DL-A (CON'T)
A1
SCALE:1" = 20' (HORIZ.)
1" = 4' (VERT.)
DRAIN LINE DL-AC1
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SCALE:1" = 20' (HORIZ.)
1" = 4' (VERT.)
DRAIN LINE DL-A2A3
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121.99 LF 24" RCP CLASS IV @ 0.50%
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SCALE:
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SHEET OF
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PM/DM
DES DRW CHK
SATISFACTORY TO
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SEAL
DATE
FIRE PROTECTION
A/E INFO
AS NOTED
WMH
JKS
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COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
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40'0 20'HORIZONTAL SCALE
0 4' 8'VERTICAL SCALE
NOTES:
CONSTRUCTION NOTES:
1. CONTRACTOR TO VERIFY INVERTS, LOCATIONS,
AND SIZE OF CONNECTIONS PRIOR TO START OF
CONSTRUCTION.
1. FOR LANDSIDE UTILITY NOTES AND GENERAL
CONSTRUCTION NOTES, SEE SHEET C001.
2. FOR DEMOLITION PLANS, SEE CD101 SERIES.
3. FOR SEWER UTILITY PLANS, SEE CU130 SERIES.
4. FOR POTABLE WATER UTILITY PLANS, SEE CU120
SERIES.
5. FOR LANDSIDE STORM DRAINAGE UTILITY PLANS,
SEE CU100 SERIES.
6. FOR ELECTRICAL DISTRIBUTION PLANS, SEE ES000
SERIES.
7. FOR LIGHTING PLANS, SEE E-110A SERIES.
8. FOR TELECOMMUNICATION PLANS, SEE ET100
SERIES.
40'0 20'HORIZONTAL SCALE
0 4' 8'VERTICAL SCALE
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
04/14/2025
/14
/20
-0+50 0+00 1+00 2+00 3+00 4+00 4+20
4+00 5+00 6+00 7+00 8+00 8+75
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1.
11 D
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521.56 D36 (IN)
DI B3
521.56 D36 (OUT)
33.48 LF 36" RCP CLASS IV @ 0.50%
ST
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+9
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L- B
520.10 D36 (IN)
DI B1
520.10 D36 (OUT)
261.05 LF 36" RCP CLASS IV @ 0.50%
ST
A.
+5
7.
64 D
L- B
521.39 D36 (IN)
DI B2
521.39 D36 (OUT)
SCALE:1" = 20' (HORIZ.)
1" = 4' (VERT.)
DRAIN LINE DL-BC1
SCALE:1" = 20' (HORIZ.)
1" = 4' (VERT.)
DRAIN LINE DL-BA1
111.94 LF 36" RCP CLASS IV @ 0.20%
82.74 LF 24" RCP CLASS IV @ 0.50%
169.15 LF 24" RCP CLASS IV @ 0.50%
ST
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71 D
L- B
521.71 D36 (IN)
DI B4
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GROUND
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A.
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CONNECT TO
UTILITY TRENCH B
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E
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CLR. TYP.
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NAVFAC DRAWING NO.
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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
S Y
M D
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C R
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17332495
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(2
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40'0 20'HORIZONTAL SCALE
0 4' 8'VERTICAL SCALE
NOTES:
CONSTRUCTION NOTES:
1. CONTRACTOR TO VERIFY INVERTS, LOCATIONS,
AND SIZE OF CONNECTIONS PRIOR TO START OF
CONSTRUCTION.
1. FOR LANDSIDE UTILITY NOTES AND GENERAL
CONSTRUCTION NOTES, SEE SHEET C001.
2. FOR DEMOLITION PLANS, SEE CD101 SERIES.
3. FOR SEWER UTILITY PLANS, SEE CU130 SERIES.
4. FOR POTABLE WATER UTILITY PLANS, SEE CU120
SERIES.
5. FOR LANDSIDE STORM DRAINAGE UTILITY PLANS,
SEE CU100 SERIES.
6. FOR ELECTRICAL DISTRIBUTION PLANS, SEE ES000
SERIES.
7. FOR LIGHTING PLANS, SEE E-110A SERIES.
8. FOR TELECOMMUNICATION PLANS, SEE ET100
SERIES.
40'0 20'HORIZONTAL SCALE
0 4' 8'VERTICAL SCALE
M
AT
CH
LI
NE
S
TA
. 4
+0 5.
SE
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BE
LO
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BL
SEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
04/14/2025
/14
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NAVFAC DRAWING NO.
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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
S Y
M D
E S
C R
IP
TI
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D A
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A
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17332508
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CU506A
A2 CULVERT HEADWALL
SCALE: NTS
SECTION A-A
D=CULVERT
DIAMETER
CULVERT
D
D/
D+2x (BEVEL SIZE)
**30° **30° 1'-0"
** UNLESS OTHERWISE SHOWN
ON PLANS
B
B
CC
AA
L
PLAN
4'-0"
UP TO 18
CULVERT DIA. D
(INCHES) L (MIN.)
5'-0"
BEVEL
THICKNESS
M
IN
D=C
ULV
ERT
DIAMETER
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3 4"Ø x 6" ANCHOR BOLTS AT 1'-6"±
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SECTION B-B
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D/
2 MAX.
12" FINE GRAINED SOIL BACKFILL ABOVE EXCAVATED AREA
FOR HEADWALL
1'-0"
BEVEL
(SEE TABLE AND
GENERAL NOTES)
D=CULVERT
DIAMETER
PROVIDE 12" MIN. DEPTH BELOW PIPE. FIELD
BEND SLAB REINFORCING IF REQUIRED.
CULVERT SEAT
#4 AT 8" E.W. TOP
AND BOTTOM
1'-0"
#4 AT 8"
#4 STIRRUPS AT 8"
1'- 0"
6"
RAKED SURFACE
CONSTRUCTION JOINT THROUGH
WING WALLS AND HEADWALLS
1'- 0"
6"
2" C
L.
2" C
L.
STANDARD HOOK
TOP OF WALL
FINISH GRADE
HOOK 12" MIN.
#4 AT 8"
TOP AND BOTTOM EACH
WAY
#4 AT 8"
HORIZ. AND VERT.
TYPICAL WING WALL REINFORCING SECTION
6" MAX
6"
1 2"/
FT
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#3 AT 16"
VA
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2" C
L.
M
IN
3"
C L. 1'-4"
1:1
2" C
L.
DRAIN PIPE &
HEADWALL INVERTS,
SEE STORM DRAIN PLANS
6"
1. CONSTRUCT BEVELS 12"/FT. OF CULVERT DIAMETER OR RISE.
2. THE GROOVE OR BELL END OF THE CONCRETE CULVERT MAY BE USED IN PLACE OF THE BEVELS.
3. ANCHOR BOLTS MUST BE ASTM A307 AND ZINC COATED.
4. DESIGN CRITERIA
a. ACTIVE HORIZONTAL PRESSURE
- 60 PCF (2 TO 1 SLOPING BACKFILL, ABOVE GROUNDWATER)
b. ACTIVE VERICAL PRESSURE
- 30 PCF (2 TO 1 SLOPING BACKFILL, ABOVE GROUNDWATER)
c. STRENGTH BEARING CAPACITY
- 2,500 PSF
d. INLET/OUTLET STRUCTURES WERE NOT DESIGNED FOR EXTREME EVENT LOAD
COMBINATION.
5. 4000 PSI CONCRETE TO CONCRETE MUST CONFORM TO SPEC SECTION 03 30 00 CAST-IN-PLACE
CONCRETE.
CULVERT HEADWALL NOTES
FINISH GRADE
2:1 MAX
UNGROUTED
RIPRAP
18" THK
VARIES, SEE PLAN
SCALE:NTS
UNGROUTED RIPRAPD4
SCALE: NTS
6" CLEAN OUT TO GRADE (COTG) C4
6" IRON FERRULE W/
COUNTER-SUNK BRASS PLUG
FINISH GRADE
6" WYE BEND
PLUG
6" 45° BEND
6" DRAINLINE
6"
1"
18" DIA. OR 18"x18" SQ.
CONC. GRADE COLLAR
REMOVE PLUG PRIOR
CONNECTING TO BUILDING DOWNSPOUT
6" DOWNSPOUT LINE
FROM BUILDING
36 6'-0"
RE
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C K
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No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
04/14/2025
/14
PLAN
NORTH
C1/CG101A A1/CG101A
CG102A CG103A CG104A
CG105A CG106A
CG107A
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
GENERAL SHEET NOTES
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NAVFAC DRAWING NO.
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SCALE:
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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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P
17332461
CU
T-
OF
F
DI
TC
H
DE
TA
IL
CG406A
FG:550.00 SPOT ELEVATION
0.0% SLOPE CALLOUT
EXISTING CONTOUR
PROPOSED CONTOUR550
AC PAVEMENT
LANDSCAPE
APPROX. LIMITS OF GRADING
X X 7FT HIGH CHAIN LINK FENCE
4FT HIGH CHAIN LINK FENCE
CONCRETE
SIDEWALK
GRASS SWALE
BORING LOGSB-XX
PCC PAVEMENT
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
DETAIL "A"
6"
1/8"
2 1/4"
1/4"x2 1/2"x6' STEEL PLATE
1/4"x1/2"x6' STEEL PLATE WELDED TO FORM
SEAT ANGLE
ROUNDED EDGE
DETAIL "B"
CURB FACE
BEND DOWN END OF STEEL PLATE
ROUNDED EDGE
6"
1"
TOP OF CURB
SEAT
ANGLE
DRILL AND TAP FOR 3/8" F.H. BRASS
SCREW AT 2'-0" O.C.
#3x6" ANCHOR WELDED TO 1/4"
PLATE AT 2'-0" O.C.
VARIES
2.00% 2.00%
2.00'6" 6"
2.
4"
CONCRETE SIDEWALK
RETAINING WALL
RETAINING WALL
2' BOTTOM WIDTH
6' WIDE CUT-OFF DITCH 2.00' TYP.2.00' TYP.
VARIES
LANDSCAPE
1:1
TYP.1:1 TYP.
6" THICK CONCRETE WITH 6x6 W2.9xW2.9 WWF
6" THICK UNTREATED AGGREGATE BASE COURSE
VARIES
LANDSCAPE
5.00%
SIDEWALK CULVERT
4' WIDE LANDING
CUT-OFF DITCH
SCALE: NTS
CUT-OFF DITCH - CHANNEL TRANSITION SECTIONC1
SCALE: NTS
CUT-OFF DITCH - CONCRETE SIDEWALK AND CULVERT SECTIONB1
SEE SECTION B-B FOR
REINFORCEMENTS
4" THICK CONCRETE
INVERT
DETAIL "B"
7"
ROUNDED
EDGE
2'-3 3 4"x4.06'x14" CHECKERED STEEL PLATE FASTENED
WITH 38" FH BRASS SCREWS AT 2'-0" O.C. MAX.
WALKWAY WIDTH
A1SECTION A
SCALE: NTS A3DETAIL A
SCALE: NTS A4DETAIL B
SCALE: NTS
SEE DET. "A"
10-#4 CONT., EQ.
SPACE, TYP.
#4 AT 12" O.C.
1/4" CHK. STL. PLATE
2" 2" 2'-3 3/4"
2" MIN. CLR., TYP.
4" THICK AGGREGATE
BASE COURSE
0.50%
MIN
0.50%
MIN
0.50%
MIN
RE
VI
SE
D
CU
T
OF
F
DI
TC
H
DE
TA
I
BL
SEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/14
/20 zbriggs Snapshot
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 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 X X X
X
X
X
X
X
X
FG:527.50
FG:527.65
FG:527.65
FG:527.09
FG:527.01
FG:526.93
FG:525.91
FG:525.43
FG:528.25
FG:528.25
FG:528.30
FG:527.64
FG:526.53
FG:526.53
FG:528.21
0.2%
2.0
2.0
2.5%
2.0%
FG:527.96
FG:527.70
FG:527.75
FG:527.75
FG:527.75
FG:527.80 FG:528.86
FG:528.91
FG:528.79
FG:528.83
1.0
1.0
2.0
1.0
1.0%
8.2
2.2%
FG:525.43
FG:527.02
FG:527.91
FG:525.32
FG:525.32
0.8%
FG:528.68
FG:528.86
FG:528.19
FG:530.31
FG:535.48
FG:533.33
FG:535.48
FG:534.69
FG:536.66
FG:536.71
FG:528.51
FG:528.19
FG:530.36
FG:530.69
FG:532.70
FG:532.70
FG: 528.11
PT
FG: 527.71
PC
FG: 528.27
PT
FG: 527.51
PC
B-47
B-42
B-40
B-46
B-31
B-43
B-56
531.26 TW
530.76 BW
536.00 TW
527.77 BW
537.25 TW
528.07 BW
FG:527.96
FG:527.96
0.5%
0.5%
.00
FG:526.96
FG:526.00
526.000
FG:527.80
FG:527.79
1.8
FG:527.28
FG:527.55
4.9
4.6
B-47
B-42
B-40
B-46
B-31
B-43
B-56
PLAN
NORTH
C1/CG101A A1/CG101A
CG102A CG103A CG104A
CG105A CG106A
CG107A
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:
W
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-0
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MA
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NA
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IN
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NG
S
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C
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MA
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NA
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IN
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CO
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ID
AT
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C
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MU
NI
CA
TI
ON
C
EN
TE
R
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P
17332444
GR
AD
IN
G
PL
AN
(5 O
F 7)
CG105A
SCALE:1" = 20'
GRADING PLAN (5 OF 7)
A1
M
AT
CH
LI
NE
SE
E
SH
EE
T
CG
6A
MATCHLINE - SEE SHEET CG103AMATCHLINE - SEE SHEET CG102A
FG:550.00 SPOT ELEVATION
0.0% SLOPE CALLOUT
EXISTING CONTOUR
PROPOSED CONTOUR550
AC PAVEMENT
LANDSCAPE
APPROX. LIMITS OF GRADING
X X 7FT HIGH CHAIN LINK FENCE
4FT HIGH CHAIN LINK FENCE
CONCRETE
SIDEWALK
GRASS SWALE
BORING LOGSB-XX
PCC PAVEMENT
2020 10 0 40FT
7FT HIGH CHAIN LINK
FENCE WITH 1FT
BARBED WIRE
CONCRETE
SIDEWALK
RETAINING
WALL
P-614 JC3
FFE=530.50
FUEL TANKS
FFE=528.91
GENERATOR
BLDG
FFE=528.30
ELEC YARD
FG: 527.80
SEDIMENT
TRAP 2
AC PAVEMENT
PLAN
NORTH
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
CUT-OFF DITCH
SCALE:1" = 5'
INSET AA1
SEE INSET A
529.23 TS
528.73 BS
530.23 TS
529.73 BS
530.18 TS
529.68 BS
529.18 TS
528.68 BS
0.70%
1.00%
1.
05 5 10FT
CL GRASS SWALE
AD
DE
D
SP
OT
E
LE
VA
TI
ON
S
BL
SEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
zbriggs Snapshot zbriggs Snapshot
1ST FLOOR
0.00
2ND FLOOR
20.83
ROOF
37.50
123456789101112
UPPER ROOF
51.33
ROOF STAIR
42.00
RADON PIPING,
SEE MECH (TYP)
3' -0
T
Y P
WALL BASE, EFS-2
1ST FLOOR
0.00
2ND FLOOR
20.83
ROOF
37.50
1 2 3 4 5 6 7 8 9 10 11 12
UPPER ROOF
51.33
ROOF STAIR
42.00
BREAK-OUT
CMU WALL
3' -0
T
Y P
WALL BASE, EFS-21
1ST FLOOR
0.00
2ND FLOOR
20.83
ROOF
37.50
HGFEDCBA
UPPER ROOF
51.33
OQ P
ROOF STAIR
42.00
ANTENNA POLE
SEE STRUCT
3' -0
T
Y P
WALL BASE, EFS-2
1ST FLOOR
0.00
2ND FLOOR
20.83
ROOF
37.50
H G F E D C B A
UPPER ROOF
51.33
O QP
ROOF STAIR
42.00
ANTENNA POLE
SEE STRUCT
3' -0
T
Y P
WALL BASE, EFS-2
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
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
-6
N
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
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
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/1
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P
M
A-201A
E X
T E
R
IO
R E
LE
V
A T
IO
N
S
FL DA DK
17332736
KYM
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
1/16" = 1'-0"C1
EXTERIOR ELEVATION - NORTH
1/16" = 1'-0" B1
EXTERIOR ELEVATION - SOUTH
1/16" = 1'-0" A1
EXTERIOR ELEVATION - EAST
1/16" = 1'-0"
A3
EXTERIOR ELEVATION - WEST
/1
4/2
A
D D
E D
W A
LL
B
A S
E D
K
04/14/2025
EXPIRES: 4/30/26
3"6"
FLUID-APPLIED ROOF
MEMBRANE
REINFORCING
FABRIC
CANT STRIP
CONC WALL
CONC ROOF
SLAB
DAEFS ON CONC
4"
P E
R S
T R
U C
T
S
LA
B T
H K
RAIN DRIP
FLUID-APPLIED ROOF
MEMBRANE TO WRAP
AROUND ROOF EDGE
(REINF AT CORNERS PER
ROOFING MFR)
3/4" CHAMFER
(TYP)
4" Ø SST DOWNSPOUT
DAEFS ON CONC WALL
RAIN DRIP
8"
1"
1 11/16" 8 11/16" 8" 9 7/8"
1' -2
3/
7/
ROOF DRAIN WITH DOME STRAINER
FLUID-APPLIED ROOFING SYSTEM
1/
4"
6" 6"
FLUID-APPLIED
ROOFING CONC
TOPPING
POLYESTER
REINF
FABRIC
CL
F
UPPER ROOF
51.33
8"
1/2" / 12"
4'-4" 10" FLUID-APPLIED ROOFING
MEMBRANE TO WRAP AROUND
INTEGRAL CONC GUTTER
8 1/2" 1 7/16"1'-2"
7" 7"
2" 1'
-3
3 1/2"
FLUID-APPLIED
ROOFING MEMBRANE
(FAR-1)
DAEFS ON CONC (EFS-1)
8"
DAEFS ON CONC WALL
RAIN DRIP
8"
1 11/16" 8 11/16" 8" 9 7/8"
1' -2
3/
7/
FLUID-APPLIED
ROOFING SYSTEM
1/
4"
3 1/2"
OVERLAP
6"
4'-0"
1/2
OVERLAP
6"
DAEFS ON CONC
FLUID-APPLIED ROOFING
TO WRAP AROUND CONC
EYEBROW
A-506A
C5
A-506A
D5
S E
E E
X T
E R
IO
E
LE
V
A T
IO
N
FLUID-APPLIED ROOFING
MEMBRANE (FAR-1)
W/ 6" REINF MEMBRANE
AT EDGE
FLUID-APPLIED ROOFING
MEMBRANE (FAR-2)
DAEFS ON CONC
(EFS-1)
4"
1' -6
3/4" CHAMFER
3/4" CHAMFER
FLUID-APPLIED ROOFING
MEMBRANE (FAR-1)
W/ 6" REINF MEMBRANE
AT EDGE
FLUID-APPLIED ROOFING
MEMBRANE (FAR-2)
DAEFS ON CONC/CMU
(EFS-1)
3/4" CHAMFER
1' -0
TERMINATION BAR
PER ROOFING MFR
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
TE
M
S C
O M
M A
N D
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FY
M C
O N
P R
O
JE
C T
P
V
FA
C P
A C
IF
IC
JO
IN
T R
E G
IO
N
M A
R
IA
N A
S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A
TE
D C
O M
M U
N
IC
A
TI
O N
C E
N
TE
R
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
C
U se rs \d o u g la s \O n e D ri v e
A rc h it e c ts
P a ci fi c In c\ D e sk to p \D
A L o c a l\ P
-6 L o c a l R e vi t S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/1
/2
:1 :0
P
M
A-506A
R O
O F
D E
T A
IL
S
FL DA DK
17332801
KYM
1 1/2" = 1'-0"D5
ROOF TO WALL BASE DETAIL
1 1/2" = 1'-0"C5
ROOF EDGE DETAIL
1 1/2" = 1'-0"A3
GUTTER DETAIL AT DS
1 1/2" = 1'-0"C4
ROOF RIDGE DETAIL
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
1" = 1' - 0" 0 6" 1' 3'2'
1" = 1'-0"A4
ROOF OVERHANG DETAIL
1 1/2" = 1'-0"A1
GUTTER DETAIL
1 1/2" = 1'-0"C2
CONC EYEBROW SECTION DETAIL
1 1/2" = 1'-0" D3
ROOF EDGE DETAIL - 2
1 1/2" = 1'-0"
D2
ROOF EDGE DETAIL - 3
/1
4/2
R
E M
O V
E D
D E
T A
IL
D
K
04/14/2025
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
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
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
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
E C
U R
E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
/1
/2
:1 :1
P
M
A-602A
M A
T E
R
IA
L S
C H
E D
U
LE
FL DA DK
17332815
KYM
MATERIAL SCHEDULE
MATERIAL
KEY MATERIAL DESCRIPTION
SPEC
SECTION
SOURCE /
MANUFACTURER
(FOR
REFERENCE
ONLY)
SIZE / PATTERN /
FINISH
COLOR NAME /
PRODUCT NO.
REFERENCE REMARKS
ACT-1 ACOUSTICAL CEILING TILE 09 51 00 ARMSTRONG 24" X 24" CIRRUS HIGH
NRC
ANGULED TEGULAR NRC 0.75, CAC 35, 7/8" THICK PANEL
AP-1 ACOUSTICAL WALL PANEL 09 84 20 MDC ZINTRA 1" THK, POLYESTER CADET / BATTEN 6
CPT -1 CARPET TILE SHAW CONTRACT 24"X24" CARPET TILE ALCHEMY 5T135, SILVER ONYX 30 OZ SOLUTION DYED. SYNTHETIC
MOISTURE BARRIER BACKING
CS-1 CONCRETE SEALER 03 30 00
CT-1 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
IMAGICA, HAZE, IG97 1/8" GROUT JOINTS; RESTROOM FLOORS
CT-2 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, LIGHT-GRAY, MN43 1/8" GROUT JOINTS; RESTROOM
WAINSCOT 1
CT-3 PORCELAIN CERAMIC MOSAIC TILE 09 30 10 DAL-TILE 2" X 2", 3/8" THK, MOSAIC,
HONED
HAUT MONDE, ELITE GRAY, HM05 1/8" GROUT JOINTS; SHOWER FLOORS
CT-4 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, TAUPE, MN42 1/8" GROUT JOINTS: RESTROOM
WAINSCOT 2
CT-5 PORCELAIN CERAMIC TILE 09 30 10 AMERICAN OLEAN 12"X 24", 5/16" THK, MINIMUM, WHITE, MN40 1/8" GROUT JOINTS: SHOWER WAINSCOT
CT-6 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
IMAGICA, VISION, IG95 1/8" GROUT JOINTS; CORRIDOR FLOOR 1
CT-7 PORCELAIN CERAMIC TILE 09 30 10 DAL-TILE 12" X 24", 3/8" THK,
UNPOLISHED
HAUT MONDE, ELITE GRAY, HM05 1/8" GROUT JOINTS; CORRIDOR FLOOR 2
EFS-1 EXTERIOR FINISH SYSTEM 07 24 00 FINE TEXTURE ANTIQUE LINEN - FED SPECS 23578 EXTERIOR WALL - FIELD
EFS-2 EXTERIOR FINISH SYSTEM 07 24 00 FINE TEXTURE TOBACCO BROWN - FED SPECS
20117
EXTERIOR WALL - ACCENT
FAR-1 FLUID-APPLIED ROOF MEMBRANE 07 56 00 WHITE ROOF
FAR-2 FLUID-APPLIED ROOF MEMBRANE 07 56 00 MISSION RED - FED SPEC 22144 LOWER ROOF
FAR-3 FLUID-APPLIED ROOF MEMBRANE 07 56 00 ANTIQUE LINEN - FED SPECS 23578 OTHER SURFACES
FC-1 FLOOR COATING, POLYURETHANE 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS HAZE GRAY / HS POLYURETHANE INTERIOR SHOP, STORAGE
FC-2 FLOOR / WALL COATING, EPOXY 09 67 23.15 SHERWIN WILLIAMS SEMI-GLOSS HAZE GRAY / 650 SL/RC ENTRY VAULT
FM-1 FLOOR ENTRY DRAINABLE WALK-OFF
MATT
12 48 13 CS-GROUP POURED ABRASIVE
INSERTS
943 LOAM
GLZ-1 IMPACT SECURITY GLAZING 08 81 00 TOTAL SECURITY
SOLUTIONS
1 1/4" INSULATED TSS 3-500-1 1/4" ,SECURITY LEVEL
III
BALLISTIC AND FORCED ENTRY
GLZ-2 TEMPERED SAFETY GLAZING 10 28 19 VIGO INDUSTRIES 3/8" TEMPERED GLASS CLEAR FRAMELESS SHOWER ENCLOSURE
GT-1 TILE GROUT 09 30 10 MAPEI KERAPOXY SAHARA BEIGE - 11 COORDINATES W/ CT-1, CT-3, CT-7
GT-2 TILE GROUT 09 30 10 MAPEI KERAPOXY IRON - 107 COORDINATES W/ CT-1
GT-3 TILE GROUT 09 30 10 MAPEI KERAPOXY DRIFTWOOD - 105 COORDINATES W/ CT-5, CT-6, CT-2
GT-4 TILE GROUT 09 30 10 MAPEI KERAPOXY BAHAMA BEIGE - 04 COORDINATES W/ CT-4
HPL-1 HIGH PRESSURE LAMINATE 06 41 16.00 10 FORMICA MATTE FLINT CRYSTAL, 3518-65 DATA ROOM, RAISED ACCESS FLOORING
LVT-1 LUXURY VINYL TILE 09 65 00 MANNINGTON 12" X 12" LULWORTH STONE, AROSSST41 ELEVATOR FLOOR
LVT-2 LUXURY VINYL TILE 09 65 00 MANNINGTON 12" X 12" LINEAR METALLIC STEEL,
AROALA21
ELEVATOR FLOOR
LVT-3 LUXURY VINYL TILE 09 65 00 TARKETT IQ WARM SAND, 0467 CORRIDOR, RAISED ACCESS FLOORING
PLAM-1 PLASTIC LAMINATE 06 41 16.00 10 FORMICA MATTE BURNT STRAND, 6307-58 BASE CABINETS AND WALL CABINETS
-BREAK ROOM
PLAM-4 PLASTIC LAMINATE 06 41 16.00 10 FORMICA MATTE GREIGE SOFTWOOD, 4924-NG EXECUTIVE DESK
PT-1 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS DRIFT OF MIST SW9166 INTERIOR PAINT - FIELD COLOR
PT-2 PAINT 09 90 00 SHERWIN WILLIAMS SATIN FINISH FUTON SW7101 INTERIOR PAINT (GYP BD) - CEILING
PT-3 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS PUSSYWILLOW SW7643 INTERIOR PAINT - MEDIUM NEUTRAL
ACCENT
PT-4 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS DOVETAIL SW7018 INTERIOR PAINT, DARK NEUTRAL ACCENT, DOOR & WINDOW FRAMES
PT-5 PAINT 09 90 00 SHERWIN WILLIAMS SATIN FINISH STOLEN KISS SW7586 INTERIOR PAINT - RED ACCENT
PT-6 PAINT 09 90 00 SHERWIN WILLIAMS SEMI-GLOSS TOBACCO BROWN - FED SPECS
20117
EXTERIOR PAINT - DOORS, DOOR FRAMES,
LOUVERS
RB-1 RESILIENT BASE 09 65 00 ROPPE 4" PINNACLE RUBBER BASE, BLACK
COORDINATES W/ CPT-1
RB-2 RESILIENT BASE 09 65 00 ROPPE 4" PINNACLE RUBBER BASE, SLATE
COORDINATES W/ CT-4
SS-1 SOLID SURFACE 06 61 16 FORMICA 1/2" THICK GRAY RENEW 749 BREAK ROOM, KITCHENETTE
COUNTERTOPS
SS-2 SOLID SURFACE 06 61 16 CORIAN 1/2" THICK WHITE JASMINE RESTROOM COUNTERTOPS
SST-1 TYPE 316 STAINLESS STEEL ,
SST-2 STAINLESS STEEL PANELS 14 21 23 - BRUSHED SATIN SILVER ELEVATOR PANELING - TYPE 316
STAINLESS STEEL
SST-3 STAINLESS STEEL CEILING 14 21 23 - BRUSHED SATIN SILVER ELEVATOR T-FRAME WITH LEXAN
DIFFUSERS - TYPE 316 STAINLESS STEEL
ST-1 MARBLE THRESHOLD 09 30 10 GEORGIA MARBLE
COMPANY
DIAMOND SATIN FINISH WHITE CHEROKE RESTROOMS
TP-1 PHENOLIC TOILET PARTITION 10 21 13 BOBRICK CORP 1/2", 3/4" DURALINE
SERIES 1080/1180
PEWTER MESH 4878-38 OVERHEAD BRACED, MENS RESTROOMS
TP-2 PHENOLIC TOILET PARTITION 10 21 13 BOBRICK CORP 1/2", 3/4" DURALINE
SERIES 1080/1180
EVENING TIGRIS 4674-60 OVERHEAD BRACED, WOMENS
RESTROOMS
WP-1 WALL PROTECTION - HIGH IMPACT
WALL COVERING
10 26 00 CS ACROVYN 5/64" #934 PEARL CORRIDOR WAINSCOT - 36" HI
WP-2 WALL PROTECTION - CORNER GUARD 10 26 00 CS ACROVYN 3 1/2" X 3 1/2" X 48", #4
SATIN FINISH
CO-8, 304 STAINLESS STEEL CORRIDOR
WP-3 WALL PROTECTION - CRASH RAIL 10 26 00 CS ACROVYN 5 1/2" X 1 1/2", 16 GA SS SCR-16SSV CORRIDOR
NOTES:
- FOR COMMUNICATIONS FACILITY, SEE DRAWING A-601A FOR ROOM FINISH SCHEDULE.
- SEE SPECIFICATIONS FOR MATERIAL PERFORMANCE DATA AND CHARACTERISTICS.
- MANUFACTURER REFERENCES INDICATE COLORS, PATTERNS AND TEXTURES REQUIRED FOR EXTERIOR AND INTERIOR FINISHES. PRODUCTS FROM OTHER MANUFACTURERS MEETING THE
REQUIRED COLOR, PATTERN AND TEXTURE MAY BE SUBMITTED FOR APROVAL.
EXTERIOR FINISH SCHEDULE
EXTERIOR KEY EXTERIOR MATERIAL DESCRIPTION REMARKS
EFS-1 DIRECT-APPLIED EXTERIOR FINISH SYSTEM, FIELD
EFS-2 DIRECT-APPLIED EXTERIOR FINISH SYSTEM, ACCENT
FAR-1 FLUID-APPLIED ROOF MEMBRANE, ROOF
FAR-2 FLUID-APPLIED ROOF MEMBRANE, LOWER ROOF
FAR-3 FLUID-APPLIED ROOF MEMBRANE, SURFACES OTHER THAN ROOF
EXPOSED EXTERIOR SIDE OF INTEGRAL CONCRETE GUTTER, VERTICAL SURFACES AND UNDERSIDE OF CONC SLABS TO
MATCH EXTERIOR WALL
PT-6 EXTERIOR PAINT DOORS, DOOR FRAMES, LOUVERS, DOWNSPOUTS, AND OTHER MISCELLANEOUS METALS
SST-1 STAINLESS STEEL RAILINGS
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TYPICAL FOR EXTERIOR WALL FIELD AT COMM BUILDING, ALL ENCLOSURES, AND RETAINING WALLS
TYPICAL FOR EXTERIOR WALL BASE AT COMM BUILDING, 3'-0" HIGH
DOOR TYPE A DOOR TYPE B DOOR TYPE C
DOOR TYPE D
H
W
H
W
H
W
W
H
DOOR TYPE H
W
H
DOOR TYPE F
H
W
DOOR TYPE E
W
H
6" 2'-0" 6"
2' -0
8"
3' -0
6"
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
SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
P
A C
IF
IC
A N
D E
R S
E N
G
U A
M
JR
M
1 2 3
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
F Y
M
C O
N P
R O
JE
C
T P
V F
A C
P A
C
IF
IC
JO
IN
T
R E
G
IO
N M
A R
IA
N
A S
D
A
SHEET OF
4 5
CONSTR. CONTR. NO.
JO
IN
T C
O N
S O
LI
D
A T
E D
C O
M M
U N
IC
A
T
IO
N C
E N
T E
R
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
C
U s e rs
\d o u g la s \O n e D ri v e
A rc h it e c ts
P a c if ic
In c \D e s k to p \D
A L o c a l\ P
-6 L o c a l R e v it S
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E \B
L D
G C
O M
M -1
-A d o u g la s Z
T J G
V .r v t
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P
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A-603A
D O
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S C
H E
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A
N D
T Y
P E
S
FL DA DK
17332816
KYM
DOOR NOTES: SHEET A-603A THRU
A-604A
DOOR SCHEDULE
D O
O R
M A
R K
DOOR FRAME
F
IR
E R
A T
IN
G
M
IN
S M
O K
E P
A R
T
IT
IO
N
S T
C R
A T
IN
G
H A
R D
W A
R E
S E
T
REMARKS
D O
O R
T Y
P E
SIZE
D O
O R
M A
T E
R
IA
L
D O
O R
F
IN
IS
H
G
LA
Z
IN
G
F R
A M
E M
A T
E R
IA
L
F R
A M
E F
IN
IS
H DETAILS
W
ID
T H
H E
IG
H
T
T H
IC
K
N E
S S
H E
A D
JA
M
B
T H
R E
S H
O
LD
101A B 3'-0" 7'-0" 1 3/4" SES MP GLZ-1 SST MP C4/A-701A B4/A-701A A4/A-701A 2 STOREFRONT
101B B 3'-0" 7'-0" 1 3/4" SES MP GLZ-1 SST MP C4/A-701A B4/A-701A A4/A-701A 2 STOREFRONT
101C B 3'-0" 7'-0" 1 3/4" SES MP GLZ-1 SST MP C1/A-701A B1/A-701A A1/A-701A 1 STOREFRONT
101D B 3'-0" 7'-0" 1 3/4" SES MP GLZ-1 SST MP C1/A-701A B1/A-701A A1/A-701A 1 STOREFRONT
103 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A1/A-702A 3
104A A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 5 SEE NOTE 11
104B A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 5 SEE NOTE 11
105 C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A C2/A-703A 35 6 SEE NOTE 11
106 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 35 7 SEE NOTE 11
107 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-702A B3/A-702A B2/A-704A 35 42 SEE NOTE 11 & 13
108 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 35 42 SEE NOTE 11 & 13
110 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C4/A-702A B4/A-702A C2/A-703A ● 9
111 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 11
112 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
113 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
114 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
115 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
116 A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 4 SEE NOTE 12
117 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-702A B3/A-702A A1/A-702A 90 15
118 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-702A 11
119 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-703A 10
120 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-702A 11
121 A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 4 SEE NOTE 12
123 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C4/A-702A B4/A-702A A4/A-702A 60 8
124 H 3'-4" 7'-0" 4" HM MP HM MP C4/A-703A B4/A-703A A4/A-703A 14 SEE NOTE 13 & 14
125A C 6'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-702A B2/A-702A A1/A-702A 90 13 SEE NOTE 13
125B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 1 SEE NOTE 13
126A A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-703A B3/A-703A A3/A-703A 60 8
126B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C3/A-701A B3/A-701A A3/A-701A 4 SEE NOTE 12
127A C 6'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-702A B2/A-702A C2/A-703A 90 17
127B C 8'-0" 8'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 16
128A C 6'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-702A B2/A-702A C2/A-703A 90 17
128B C 8'-0" 8'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 16
129 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 18
130 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
131 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 18
132 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
133A A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C4/A-702A B4/A-702A A4/A-702A 18
133B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 4 SEE NOTE 12
134A C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-703A B1/A-703A A1/A-703A ● 19
134B C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-703A B1/A-703A A1/A-703A ● 19
134C A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C2/A-701A B2/A-701A A2/A-701A 4 SEE NOTE 12
134D D 14'-0" 10'-0" 3" GS FF - GS FF C1/A-704A B1/A-704A A1/A-704A 20 IMPACT RESISTANT
135 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-702A B2/A-702A A1/A-702A 90 42 SEE NOTE 13
136A A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 23
136B A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C4/A-704A B4/A-704A B2/A-703A ● 15
137 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A B2/A-703A ● 21
138 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
139 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
140 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A3/A-702A 21
141 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A1/A-702A 22
142 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A3/A-702A 21
143 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A1/A-702A 22
144 D 10'-0" 10'-0" 3" GS FF - GS FF C1/A-704A B1/A-704A A1/A-704A 20 IMPACT RESISTANT
145 C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A2/A-702A ● 17
146A C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A2/A-702A ● 17
146B D 10'-0" 10'-0" 3" GS FF - GS FF C1/A-704A B1/A-704A A1/A-704A 20 IMPACT RESISTANT
147A A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-703A B3/A-703A A3/A-703A 60 8
147B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C3/A-701A B3/A-701A A3/A-701A 4 SEE NOTE 12
148 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 25
149 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 24
150 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 25
151 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
152 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 25
153 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
154 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 24
155 F 6'-4" 7'-0" 2 7/8" ZC FF - ZC FF 38 CHAIN LINK GATE, SEE DETAIL B1/A-705A
LO
C
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IN
G
F
IR
S
T F
LO
O
R
A3
( - ) INDICATES NOT REQUIRED OR NOT APPLICABLE
1. DOOR TYPES:
(SEE DOOR TYPES ELEVATIONS)
2. DOOR MATERIAL:
HM HOLLOW METAL
WSC WOOD, SOLID CORE
SES STAINLESS STEEL, EXTERIOR STOREFRONT, W/ BALLISTIC GLAZING
SST STAINLESS STEEL, W/ MINERAL CORE
GS GALVANIZED STEEL
ZC ZINC-COATED STEEL
3. DOOR FINISH:
MP METAL, PAINTED
WP WOOD, PAINTED
FF FACTORY FINISH
4. GLAZING:
GLZ-1 INSULATED GLAZING, BALLISTIC RATED UL 752 LEVEL III
5. FRAME MATERIAL:
HM HOLLOW METAL
SST STAINLESS STEEL
GS GALVANIZED STEEL
ZC ZINC-COATED STEEL
6. FRAME FINISH:
MP METAL, PAINT
WP WOOD, PAINT
FF FACTORY FINISH
7. FIRE RATING:
(AS INDICATED)
8. SMOKE RATING:
(AS INDICATED)
9. STC RATING:
(AS INDICATED)
10. ACCESS CONTROL SYSTEM COMBINATION CARD READER / KEYPAD BY ACCESS
CONTROL SUPPLIER. ELECTRIFIED DOOR HARDWARE BY DIVISION 8.
DOOR POSITION SWITCH BY INTRUSION ALARM SYSTEM INSTALLING VENDOR.
SEE TY-SERIES DRAWINGS.
11. DOOR SEALS, DOOR BOTTOM, ASTRAGAL & THRESHOLD BY STC DOOR
MANUFACTURER.
12. FOR EGRESS ONLY OR EQUIPMENT ACCESS. NO EXTERIOR HARDWARE REQUIRED.
13. ACCESS CONTROL SYSTEM (ACS) CARD READER AND DOOR POSITION SWITCH BY
ACCESS CONTROL VENDOR (GFGI). SEE TY-SERIES DRAWINGS. ELECTRIFIED DOOR
HARDWARE BY DIV 8.
14. INTRUSION DETECTION SYSTEM (IDS) DOOR POSITION SWITCH BY INTRUSION
DETECTION SYSTEM VENDOR (GFGI). SEE TY-SERIES DRAWINGS.
1/4" = 1' - 0" 0 5' 10' 15'1'
1/4" = 1'-0"
DOOR TYPES - COMM BUILDING
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NAVFAC DRAWING NO.
1 2 3 4 5
D
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B
A
C
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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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IN
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IN
G S
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T E
M S
C O
M M
A N
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SEAL
DATE
FIRE PROTECTION
1737021
N A
V A
L F
A C
IL
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S
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IN
E E
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IN
G S
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S C
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N D
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P A
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4 5
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JO
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S O
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E N
T E
R
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
WMH
JKS
JCC
COL SHERI KRAUS,
36TH MISSION SUPPORT GROUP,
AAFB GUAM
11/21/2024
C
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\d o u g la s \O n e D ri v e
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17332817
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M01A F 9'-8" 7'-0" 2 7/8" ZC FF - ZC FF 38 CHAIN LINK GATE, SEE DETAIL B1/A-705A
M01B F 9'-8" 7'-0" 2 7/8" ZC FF - ZC FF 38 CHAIN LINK GATE, SEE DETAIL B1/A-705A
C O
M M
B U
IL
D
IN
G
S
E C
O N
D F
LO
O
R M
E C
H A
N
IC
A L
E N
C
LO
S U
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C O
M M
B U
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D
IN
G
R
O O
F
DOOR NOTES: SHEET A-603A THRU
A-604A
DOOR SCHEDULE
D O
O R
M A
R K
DOOR
D O
O R
M A
T E
R
IA
L DOOR
D O
O R
G
LA
Z
IN
G
FRAME
F R
A M
E F
IN
IS
H
1 FRAME
F
IR
E R
A T
IN
G
M
IN
S M
O K
E P
A R
T
IT
IO
N
S T
C R
A T
IN
G
H A
R D
W A
R E
S E
T
REMARKS
D O
O R
T Y
P E
S
SIZE
D O
O R
F
IN
IS
H
F R
A M
E M
A T
E R
IA
L DETAILS
W
ID
T H
H E
IG
H
T
T H
IC
K
N E
S S
H E
A D
JA
M
B
T H
R E
S H
O
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201 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C4/A-702A B4/A-702A A4/A-702A 60 8
202 C 8'-0" 7'-0" 1 3/4" WSC WP - HM MP A3/A-705A A1/A-705A A1/A-702A ● 41
205 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C4/A-702A B4/A-702A A4/A-702A ● 26
206 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A1/A-702A ● 28
207 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-702A ● 11
208 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-703A ● 10
209 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A2/A-702A ● 11
211A A 3'-0" 8'-0" 3 1/2" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 35 12 SEE NOTE 11 & 13
211B A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 35 12 SEE NOTE 11 & 13
212 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 27 SEE NOTE 13
214 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 25
215 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 3
216 E 3'-0" 7'-0" 1 1/2" WSC WP - WD WP C2/A-704A B2/A-704A A2/A-702A 29
217 A 2'-6" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A1/A-702A 22
218 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
219 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
220 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
221 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
223 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-703A B3/A-703A A3/A-703A 60 8
224 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A2/A-703A ● 8
225 C 6'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-702A B2/A-702A A1/A-702A 90 13 SEE NOTE 13
226A A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 25
226B A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C4/A-704A B4/A-704A A1/A-702A 90 12 SEE NOTE 13
227 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
228 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 25
229 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
230 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 25
231 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 28
232 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 25
233 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 35 3 SEE NOTE 11
234A C 6'-0" 7'-0" 1 3/4" HM MP - HM MP C2/A-701C B2/A-702A A1/A-702A 90 30 SEE NOTE 13 & 14
234B C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A 90 30 SEE NOTE 13 & 14
235 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C1/A-702A B1/A-702A A2/A-703A 90 8
236 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C2/A-702A B2/A-702A A1/A-702A ● 15
237 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 3
238 C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A2/A-703A ● 31
239 C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C1/A-702A B1/A-702A A2/A-703A ● 31
240 C 6'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A ● 32
241 A 3'-0" 7'-0" 1 3/4" WSC WP - HM MP C3/A-702A B3/A-702A A1/A-702A 3
242 A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C3/A-703A B3/A-703A A3/A-703A 60 8
302A A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C1/A-702A B1/A-702A A1/A-702A 34
302B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C3/A-701A B3/A-701A A3/A-701A 60 33
303 A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C3/A-701A B3/A-701A A3/A-701A 60 34
305A A 3'-0" 7'-0" 1 3/4" HM MP - HM MP C4/A-702A B4/A-702A A1/A-702A 60 34
305B A 3'-0" 7'-0" 1 3/4" SST MP - SST MP C3/A-701A B3/A-701A A3/A-701A 33
( - ) INDICATES NOT REQUIRED OR NOT APPLICABLE
1. DOOR TYPES:
(SEE DOOR TYPES ELEVATIONS)
2. DOOR MATERIAL:
HM HOLLOW METAL
WSC WOOD, SOLID CORE
SST STAINLESS STEEL, W/ MINERAL CORE
ZC ZINC-COATED STEEL
3. DOOR FINISH:
MP METAL, PAINTED
WP WOOD, PAINTED
FF FACTORY FINISH
4. GLAZING:
LSG LAMINATED SAFETY GLAZING NOT APPLICABLE
5. FRAME MATERIAL:
HM HOLLOW METAL
WD HARDWOOD
SST STAINLESS STEEL
ZC ZINC-COATED STEEL
6. FRAME FINISH:
MP METAL, PAINT
WP WOOD, PAINT
FF FACTORY FINISH
7. FIRE RATING:
(AS INDICATED)
8. SMOKE RATING:
(AS INDICATED)
9. STC RATING:
(AS INDICATED)
10. ACCESS CONTROL SYSTEM COMBINATION CARD READER / KEYPAD BY ACCESS
CONTROL SUPPLIER. ELECTRIFIED DOOR HARDWARE BY DIVISION 8.
DOOR POSITION SWITCH BY INTRUSION ALARM SYSTEM INSTALLING VENDOR.
SEE TY-SERIES DRAWINGS.
11. DOOR SEALS, DOOR BOTTOM, ASTRAGAL & THRESHOLD BY STC DOOR
MANUFACTURER.
12. FOR EGRESS ONLY OR EQUIPMENT ACCESS. NO EXTERIOR HARDWARE REQUIRED.
13. ACCESS CONTROL SYSTEM (ACS) CARD READER AND DOOR POSITION SWITCH BY
ACCESS CONTROL VENDOR (GFGI). SEE TY-SERIES DRAWINGS. ELECTRIFIED DOOR
HARDWARE BY DIV 8.
14. INTRUSION DETECTION SYSTEM (IDS) DOOR POSITION SWITCH BY INTRUSION
DETECTION SYSTEM VENDOR (GFGI). SEE TY-SERIES DRAWINGS.
156 F 5'-0" 6'-8" 2 7/8" ZC FF - ZC FF 38 CHAIN LINK GATE, SEE DETAIL B1/A-705A
157 F 5'-0" 6'-8" 2 7/8" ZC FF - ZC FF 38 CHAIN LINK GATE, SEE DETAIL B1/A-705A
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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
04/14/2025
SY
M
D
ES
C R
IP
TI
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D
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AP
PR
FINISHED GRADE
4" SCH 40 PVC CONDUITS
QUANTITY AS REQUIRED
1'- 7"
M
IN
IM
UM
1'- 0"
O .C
6'-3"
5" 1'-0" O.C.
DETECTABLE RED WARNING TAPE,
3" WIDE, FULL LENGTH OF TRENCH
1'-0" BELOW FINISHED GRADE
5"
SCALE: NTSC1 TYPICAL DUCT BANK CONDUIT DETAIL
CONCRETE BASE, FORM WITH "SONOTUBE" FORM,
INSTALL POLE BASE IN NATURAL UNDISTURBED SOIL
OR APPROVED COMPACTED FILL
#5 TIES AT 8" O.C.
1" PVC CONDUIT
FURNISH AND INSTALL TACK COAT WHERE
CONCRETE SURFACES MEET PAVEMENT
(8) #6 REBAR (VERTICALLY SPACE EQUALLY IN A CIRCLE)
1" CHAMFERFINISHED
GRADE
2'- 0"
M
IN
7'- 3"
3'-0"
6"
'-0
2" CONDUIT STUB-UP FOR LIGHT FIXTURE
SLIP FITTER MOUNTING
TAPERED CONCRETE POLE.
COORDINATE ELECTRICAL CONDUIT
LOCATION WITH POLE MANUFACTURER.
1" CHAMFER
6" COURSE GRAVEL BASE
SCALE: NTSA4 TYPICAL LIGHT POLE DETAIL
2'- 0"
WIRING HANDHOLE, MIN 2 1/2" X 5" CLEAR OPENING WITH
GASKETED COVER AND STAINLESS STEEL SCREWS
1. PROVIDE ANTI-ROTATIONAL DEVICE ON EACH POLE.
2. DESIGN FOR 200MPH WIND SPEED. COORDINATE TOTAL
EPA WITH POLE SPECIFICATIONS.
3. PROVIDE AREA LIGHT MANUFACTURE SPEC SHEETS,
CONDUIT AND HANDHOLE REQUIREMENTS TO POLE
MANUFACTURER.
MIN 3" X 5" CLEAR CONDUIT ENTRANCE.
2 EACH AT 180 DEGREES
AREA LIGHT. REFER TO LIGHTING
DETAILS, SHEET E-521A
SUITABLE FILL MATERIAL
REFER TO CIVIL DRAWINGS
4 - #5 TIES AT 3" O.C.
DOUBLE #5 TIES AT BOTTOM
1. CONDUIT INSTALLATIONS MUST MAINTAIN A MINIMUM DEPTH OF COVER OF 24" TO TOP OF CONDUIT.
2. ALL CONDUITS MUST BE PROTECTED FROM PROLONGED SUNLIGHT EXPOSURE DURING STORAGE AND
CONSTRUCTION.
3. AFTER INSTALLATION ALL CONDUITS MUST BE PROOF/TESTED FOR POSSIBLE BREAKS, LEAKS, ETC
BETWEEN PULLING LOCATIONS.
4. IMMEDIATELY AFTER CONDUIT INSTALLATION (AND PULL ROPES INSTALLED) THE CONDUITS MUST BE
PLUGGED TO PREVENT THE INTRUSION OF WATER, MUD, GRAVEL, ETC.
5. REINFORCEMENT MUST EXTEND A MINIMUM OF 60" BEYOND EDGE OF PAVEMENT.
6. NOT USED.
7. PROVIDE PHENOLIC CABLE NAMEPLATES/TAGS (1/16" THICK) SECURED BY NYLON TIE WRAP ON EACH END
OF EACH CONDUIT. NAMEPLATES MUST BE OF YELLOW BACKGROUND AND BLACK LETTERS (1" HIGH).
INCLUDE THE CIRCUIT ID NUMBER, SYSTEM VOLTAGE, PHASE, CABLE SIZE, "FROM-AND-TO".
8. LABEL ALL UNDERGROUND CABLES. TAGS OR LABELS MUST INCLUDE THE VOLTAGE RATING, PHASE, SIZE OF CABLE, CIRCUIT IDENTIFICATION, AND TO AND FROM INFORMATION. CABLE TAGS MUST CONFORM TO
SPECIFICATIONS.
9. PREPARE SUBGRADE AT THE BOTTOM OF TRENCH AS SPECIFIED IN SPECIFICATION 31 23 00.00 20
EXCAVATION AND FILL.
10. IF COHESIVE MATERIAL, UNSATISFACTORY MATERIAL, OR UNSTABLE MATERIAL IS ENCOUNTERED AT THE BOTTOM OF TRENCH, OR WHERE THE BOTTOM OF TRENCH IS WITHIN 2 FEET OF THE WATER TABLE, OVER
EXCAVATE BELOW THE BOTTOM OF TRENCH AND REPLACE THE OVER EXCAVATED MATERIAL WITH
CRUSHED ROCK WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC AS SPECIFIED IN SPECIFICATION 31 23 00.00
20 EXCAVATION AND FILL.
3'- 3"
5"
5"
#6 REBAR, TOP, BOTTOM AND
SIDES, AT 12'-0" SPACING ALONG
LENGTH OF DUCT BANK
#6 REBAR, LENGTH OF
DUCT BANK, 12'-0" O.C.
(6) TOP AND BOTTOM
3000 PSI CONCRETE ENCASEMENT
MAXIMUM 55" C-cm/WATT
GENERAL SHEET NOTES:
FINISHED GRADE
4" SCH 40 PVC CONDUITS
QUANTITY AS REQUIRED
1'- 8"
M
IN
IM
UM
1'- 0"
O .C
3'-6"
6" 1'-0" O.C.
DETECTABLE RED WARNING TAPE,
3" WIDE, FULL LENGTH OF TRENCH
1'-0" BELOW FINISHED GRADE (TYP)
6"
SCALE: NTSC3 MECH YARD DUCT BANK CONDUIT DETAIL
SUITABLE FILL MATERIAL
REFER TO CIVIL DRAWINGS
2'- 0"
6"
6"
#6 REBAR, TOP, BOTTOM AND
SIDES, AT 12'-0" SPACING ALONG
LENGTH OF DUCT BANK
#6 REBAR, LENGTH OF
DUCT BANK, 12'-0" O.C.
(6) TOP AND BOTTOM
3000 PSI CONCRETE ENCASEMENT
MAXIMUM 55" C-cm/WATT (TYP)
1'-0" O.C. 1'-3"
3" SAND BED3" SAND BED
BOND GROND WIRE FROM GROUND ROD
TO POLE GROUND LUG
3/4" X 10'-0"
COPPERWELD
GROUND ROD
CALDWELD
CONNECTION
#6 BARE COPPER GROUND
SCALE: NTSA3
DUCT BANK CONDUIT DETAIL -
WEST BUILDING ENTRY
4" SCH 40 PVC CONDUITS
QUANTITY AS REQUIRED1'-
7" M
IN
IM
UM
1'- 0"
O .C
6'-3"
ALIGN WITH ELECTRICAL GEAR
5" 1'-0" O.C.
5"
3'- 3"
5"
5"
#6 REBAR, TOP, BOTTOM AND
SIDES, AT 12'-0" SPACING ALONG
LENGTH OF DUCT BANK
#6 REBAR, LENGTH OF
DUCT BANK, 12'-0" O.C.
(6) TOP AND BOTTOM
3000 PSI CONCRETE ENCASEMENT
MAXIMUM 55" C-cm/WATT
SCALE: NTSA1
DUCT BANK CONDUIT DETAIL -
NORTH BUILDING ENTRY
4" SCH 40 PVC CONDUITS
QUANTITY AS REQUIRED
1'- 7"
M
IN
IM
UM
1'- 0"
O .C
6'-3"
5"
5"
3'- 3"
5"
5"
#6 REBAR, TOP, BOTTOM AND SIDES, AT 12'-0"
SPACING ALONG LENGTH OF DUCT BANK
#6 REBAR, LENGTH OF DUCT BANK, 12'-0" O.C.
(6) TOP AND BOTTOM
3000 PSI CONCRETE ENCASEMENT
MAXIMUM 55" C-cm/WATT
CONCRETE FOOTING
SWITCHGEARSWITCHGEAR
STAIRWELL CONCRETE FOOTING
WALL CONCRETE FOOTING
6 1/2 O.C."
1'-6"
DETAIL NOTES
1. SPACING SHOWN MAY ONLY BE MAINTAINED FOR A TOTAL
LENGTH OF 25'-0" DUE TO DUCTBANK THERMAL DERATING
REQUIREMENTS.
DETAIL NOTES
EV
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C
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MU
NI
CA
TIO
N
CE
NT
ER
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
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D
AT
E
AP
PR
D B1
KEY PLAN
PLAN
NORTH
NTS
GENERAL SHEET NOTES
SHEET KEYNOTES
GRAPHIC SCALE(S)
G
EN
ER
AT
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BU
IL
DI
NG
E
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CT
RI
CA
L
RA
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W
AY
IN
ST
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LA
TI
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IL
S
17333420
E-511B
JKS
1. CONDUIT AND DUCTBANK INSTALLATIONS MUST MAINTAIN A MINIMUM DEPTH OF COVER OF 24".
2. DUCTBANK INSTALLATION MUST MAINTAIN A VERTICAL AND HORIZONTAL CLEARANCE OF 12" TO EDGE OF
CONCRETE WHEN CROSSING EXISTING UTILITIES.
3. STAGGER CONDUIT BELL ENDS AND CEMENT ALL JOINTS IN ACCORDANCE WITH CONDUIT
MANUFACTURER'S RECOMMENDATIONS.
4. BELL ENDS MUST BE INSTALLED IN THE SAME DIRECTION BETWEEN TERMINATION POINTS.
5. ALL CONDUITS MUST BE PROTECTED FROM PROLONGED SUNLIGHT EXPOSURE DURING STORAGE AND
CONSTRUCTION.
6. AFTER INSTALLATION ALL CONDUITS MUST BE PROOF/TESTED FOR POSSIBLE BREAKS, LEAKS, ETC
BETWEEN PULLING LOCATIONS.
7. IMMEDIATELY AFTER CONDUIT INSTALLATION (AND PULL ROPES INSTALLED) THE CONDUITS MUST BE
PLUGGED TO PREVENT THE INTRUSION OF WATER, MUD, GRAVEL, ETC.
8.
9. PROVIDE PHENOLIC CABLE NAMEPLATES/TAGS (1/16" THICK) SECURED BY NYLON TIE WRAP ON EACH END
OF EACH CONDUIT. NAMEPLATES MUST BE OF YELLOW BACKGROUND AND BLACK LETTERS (1" HIGH).
INCLUDE THE CIRCUIT ID NUMBER, SYSTEM VOLTAGE, PHASE, CABLE SIZE, "FROM-AND-TO".
10. LABEL ALL UNDERGROUND CABLES. TAGS OR LABELS MUST INCLUDE THE VOLTAGE RATING, PHASE, SIZE OF CABLE, CIRCUIT IDENTIFICATION, AND TO AND FROM INFORMATION. CABLE TAGS MUST CONFORM TO
SPECIFICATIONS.
SCALE: NTSSCALE: NTSA1
CONDUIT TRANSITION DETAIL
SCALE: NTSA2
TAP BOX CONDUIT TRENCH SECTION
SCALE: NTSA3
LOAD BANK CONDUIT TRENCH SECTION
SCALE: NTSC1
GENERATOR CONDUIT TRENCH SECTION
SCALE: NTSC3
TYPICAL DUCT ELEVATION DETAILS
1'- 0"
2'- 0"
M
IN
IM
UM
3'- 0"
2"
2"
3"
3"
3"
2"
3"
2'-3 1/2"
2"
2"
3"
3"
2"
2"
2'-1 1/2"
3"
3"
1'- 0"
2'- 0"
M
IN
IM
UM
2'- 9"
3"
3"
3"
3"
3"
1'- 0"
2'- 0"
M
IN
IM
UM
2'- 9"
3"
3"
3" 3"
2'-1 1/2"
3"
3"
3"
3"
5'-0" MAXIMUM
#6 BAR, MAX 12"
ON CENTER, TYP.
#4 BAR LOOPS, MAX 12"
ON CENTER
(12) - 4" SCH 40
PVC CONDUITS
3000 PSI CONCRETE
ENCASEMENT,
RHO OF 60 C-CM/WATT
(3) - 1/C 750 KCMIL CU
600V XHHW-2 90°C,
(1) - 1/C 400 KCMIL CU
600V XHHW-2 90°C,
TYP.
(1) - 3" WIDE RED DETECTABLE
WARNING TAPE
CONCRETE
SUITABLE FILL MATERIAL
REFER TO CIVIL DRAWINGS
UNDISTURBED SOIL
FINISHED FLOOR
CONCRETE FLOOR SLAB/
FINISHED GRADE
SCHEDULE 40 PVC
SCHEDULE 40 PVC, PVC TO SS RMC ADAPTER COUPLING
SS RMC 90° LONG SWEEP ELBOW
SS RMC COUPLING
HALF-LAPPED ALL WEATHER
CORROSION PROTECTION
TAPE OVER SS RMC
(1) - 3" WIDE RED DETECTABLE
WARNING TAPE
FINISHED FLOOR
SUITABLE FILL MATERIAL
REFER TO CIVIL DRAWINGS
UNDISTURBED SOIL
CONCRETE
(12) - 4" SCH 40
PVC CONDUITS
3000 PSI CONCRETE
ENCASEMENT,
RHO OF 60 C-CM/WATT
(3) - 1/C 750 KCMIL CU
600V XHHW-2 90°C,
(1) - 1/C 400 KCMIL CU
600V XHHW-2 90°C,
TYP.
(9) - 4" SCH 40
PVC CONDUITS
3000 PSI CONCRETE
ENCASEMENT,
RHO OF 60 C-CM/WATT
(3) - 1/C 750 KCMIL CU
600V XHHW-2 90°C,
(1) - 1/C 400 KCMIL CU
600V XHHW-2 90°C,
TYP.
TOP OF CONCRETE
ENCASEMENT
(WOOD FLOAT FINISH)
SECOND POUR
4" SCH 40 PVC CONDUIT
AS REQUIRED (TYP)
APPROVED DUCT SPACER (TYP)
BOTTOM OF CONCRETE ENCASEMENT
REFER TO NOTE 3
CONSTRUCTION JOINT
FIRST POUR
3"
(1) - 3" WIDE RED DETECTABLE
WARNING TAPE
FINISHED FLOOR
SUITABLE FILL MATERIAL
REFER TO CIVIL DRAWINGS
UNDISTURBED SOIL
CONCRETE
3"
3"
/14 /20
KC
04/14/2025
NO
TE
R
EM
OV
ED
: R
EB
AR
E
PO
XY
C
OA
T
RE
QM
T.
| CU201A - DRAIN PROFILES (1 OF 4) |
| CU202A - DRAIN PROFILES (2 OF 4) |
| CU506A - STORM DRAIN DETAILS (6 OF 6) |
| CG406A - CUT-OFF DITCH DETAIL |
| CG105A - GRADING PLAN (5 OF 7) |
| A-201A - EXTERIOR ELEVATIONS |
| A-506A - ROOF DETAILS |
| A-602A - MATERIAL SCHEDULE |
| A-603A - DOOR SCHEDULE AND TYPES |
| A-604A - DOOR SCHEDULE |
| E-522A - COMM BUILDING ELECTRICAL SITE DETAILS |
| E-511B - GENERATOR BUILDING ELECTRICAL RACEWAYS INSTALLATION DETAILS |
| 2025-04-29T06:44:24-1000 | |
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