04_25R1303_AMD 0009_1737021_DRAWINGS.pdf
PDF 6 MB Posted
- Attached to
- FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER, US JOINT REGION MARIANAS, ANDERSEN, GUAM
- Solicitation number
- N6274225R1303
About this file
This document is a set of detailed civil engineering and mechanical system drawings for the FY24 MCON P-614 Joint Consolidated Communications Center project at Andersen Air Force Base, Guam. The drawings include pavement marking plans, utility system details, and mechanical equipment schedules for a two-story reinforced concrete communications center. Key technical elements include multiple detailed schedules for booster pumps, hot water circulating pumps, heat pump water heaters, water softeners, expansion tanks, and domestic water buffer tanks, showing comprehensive specifications for electrical, mechanical, and plumbing systems.
The drawings are part of a large-scale federal construction project estimated between $100-250 million, with a contract completion period of 1,286 calendar days. The facility will consolidate communications, command and control, and information technology functions for the 36th Communications Squadron, incorporating specialized features like Sensitive Compartmented Information Facility construction, precision cooling systems, uninterruptible power supply systems, and clean agent fire suppression systems. The project requires U.S. companies using U.S. citizens and will be procured through an Lowest Price Technically Acceptable (LPTA) source selection process.
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Text version
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STALLS
9'
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L =
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PLAN
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C1/CP101A A1/CP101A
CP102A CP103A CP104A
CP105A CP106A
CP107A
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
S Y
M D
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C R
IP
TI
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D A
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P P
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SMK
BL TH BT
17332467
PA
VE
M
EN
T M
AR
KI
NG
P
LA
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(3 O
F 7)
CP103A
SCALE:1" = 20'
PAVEMENT MARKING PLAN (3 OF 7)
A1
MATCHLINE - SEE SHEET CP106A
M
AT
CH
LI
NE
SE
E
SH
EE
T
CP
2A
MATCHLINE - SEE SHEET A1/CP101A
M
AT
CH
LI
NE
SE
E
SH
EE
T
CP
4A
MATCHLINE - SEE SHEET C1/CP101A
MATCHLINE - SEE SHEET CP105A
PROJECT BOUNDARY
X X
7FT HIGH, DUAL REINFORCED,
CHAIN LINK FENCE WITH 3
STRAND BARBED WIRE
CONCRETE
SIDEWALK
AC PAVEMENT
LANDSCAPE
2020 10 0 40FT
1. SEE CR SHEETS FOR DRIVEWAY PLAN AND PROFILES.
2. SEE CP SHEETS FOR PAVEMENT MARKING LAYOUT.
3. SEE CS120 SHEETS FOR PAVEMENT AND JOINTING LAYOUT.
4. SEE CU SHEETS FOR ADDITIONAL UTILITY SITE IMPROVEMENTS.
5. STATION OFFSET LABELS ARE REFERENCED FROM THE FACE OF CURB.
PCC PAVEMENT
4FT HIGH CHAIN LINK FENCE
GROUTED RUBBLE PAVEMENT
UNGROUTED RIPRAP
P-614 JC3
23016
4" WIDE SOLID WHITE STRIPE (TYP.)
AND 4" WIDE SOLID WHITE
DIAGONAL HATCH STRIPE @ 2' O.C.
PAVEMENT ARROW,
TYP.
4" WIDE SOLID WHITE
STRIPE (TYP.) FOR
PARKING STALL
11 STALLS @ 9' O.C.
L = 99.00'
STALLS
9'
O.C.
L =
.00
9' WIDE ACCESSIBLE
PARKING STALLS W/ WIDE
ACCESS AISLE (6 STALLS)
4" WIDE SINGLE SOLID
YELLOW STRIPE
9' WIDE ACCESSIBLE
PARKING STALLS W/ WIDE
ACCESS AISLE (1 STALL)
2 S
TALLS
9'
O.C.
L=1 8.0
0'
6' WIDE
CROSSWALK
LOADING ZONE TEXT, 2'
TALL LETTERING, TYP.
8 S
TALLS
9'
O.C.
L=7 2.0
0'
PLAN
NORTH
2 STALLS @ 9' O.C.
L = 18.00'
19.00'
19.00'
19.00'
19.00'
19.00'
.0
0'
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND31.
00'
10.
50'
2.00'
2.00'
5.0 0'
33.
92'
24.
00'
5.0 0' 2.00'
5.00'
5.0 0'
8.0 0'
5.0 0'
5.0 0'
8.0 0'
8.0 0'
"FIRE LANE" WORD PAVT
MARKING, YELLOW 2' TALL
LETTERING
C1
CP501A
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
A3
CP502A
SEE CP111A FOR ACCESS
GATE STRIPING PLAN
R7-201A 12"X6"
R7-201A 12"X6"
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
RE
VI
SE
D
PL
AN
S
BL
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
ACCESSIBLE
VAN
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
R7-8 12"X18"
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
ACCESSIBLE
VAN
R7-8 12"X18"
R7-201A 12"X6"
R7-201A 12"X6"
ACCESSIBLE
VAN
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
R7-8 12"X18"
PARKING
ACCESS
AISLE
R7-9AA
12"X18"
SEALSEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/18
/25
04/18/2025
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NORTH
C1/CP101A A1/CP101A
CP102A CP103A CP104A
CP105A CP106A
CP107A
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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MU
NI
CA
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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
17332469
PA
VE
M
EN
T M
AR
KI
NG
P
LA
N
(5 O
F 7)
CP105A
SCALE:1" = 20'
PAVEMENT MARKING PLAN (5 OF 7)
A1
M
AT
CH
LI
NE
SE
E
SH
EE
T
CP
6A
MATCHLINE - SEE SHEET CP103AMATCHLINE - SEE SHEET CP102A
PROJECT BOUNDARY
X X
7FT HIGH, DUAL REINFORCED,
CHAIN LINK FENCE WITH 3
STRAND BARBED WIRE
CONCRETE
SIDEWALK
AC PAVEMENT
LANDSCAPE
2020 10 0 40FT
1. SEE CR SHEETS FOR DRIVEWAY PLAN AND PROFILES.
2. SEE CP SHEETS FOR PAVEMENT MARKING LAYOUT.
3. SEE CS120 SHEETS FOR PAVEMENT AND JOINTING LAYOUT.
4. SEE CU SHEETS FOR ADDITIONAL UTILITY SITE IMPROVEMENTS.
5. STATION OFFSET LABELS ARE REFERENCED FROM THE FACE OF CURB.
PCC PAVEMENT
4FT HIGH CHAIN LINK FENCE
GROUTED RUBBLE PAVEMENT
UNGROUTED RIPRAP
P-614
JC3
FUEL TANKS
GENERATOR
BLDG
ELEC YARD
SEDIMENT
TRAP 2
PLAN
NORTH
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
"FIRE LANE" WORD PAVT
MARKING, YELLOW 2' TALL
LETTERING
LOADING ZONE TEXT, 2'
TALL LETTERING, TYP.
SEE CP110A FOR ACCESS
GATE STRIPING PLAN
PAVEMENT ARROW
C1
CP501A
AD
DE
D
CA
LL
OU
T
BL
4" WIDE SINGLE SOLID
YELLOW STRIPE
SEALSEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/18
X
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X
X
PLAN
NORTH
C1/CP101A A1/CP101A
CP102A CP103A CP104A
CP105A CP106A
CP107A
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
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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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P
17332470
PA
VE
M
EN
T M
AR
KI
NG
P
LA
N
(6 O
F 7)
CP106A
SCALE:1" = 20'
PAVEMENT MARKING PLAN (6 OF 7)
A1
M
AT
CH
LI
NE
SE
E
SH
EE
T
CP
5A
MATCHLINE - SEE SHEET CP103A
BUILDING #23003
PROJECT BOUNDARY
X X
7FT HIGH, DUAL REINFORCED,
CHAIN LINK FENCE WITH 3
STRAND BARBED WIRE
CONCRETE
SIDEWALK
AC PAVEMENT
LANDSCAPE
2020 10 0 40FT
1. SEE CR SHEETS FOR DRIVEWAY PLAN AND PROFILES.
2. SEE CP SHEETS FOR PAVEMENT MARKING LAYOUT.
3. SEE CS120 SHEETS FOR PAVEMENT AND JOINTING LAYOUT.
4. SEE CU SHEETS FOR ADDITIONAL UTILITY SITE IMPROVEMENTS.
5. STATION OFFSET LABELS ARE REFERENCED FROM THE FACE OF CURB.
PCC PAVEMENT
4FT HIGH CHAIN LINK FENCE
GROUTED RUBBLE PAVEMENT
UNGROUTED RIPRAP
19.00'
STALLS
9'
O.C.
L=1 17.
00'
4" WIDE SOLID WHITE
STRIPE (TYP.) FOR
PARKING STALL
PLAN
NORTH
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE(S)
KEYPLAN
LEGEND
PAVEMENT ARROW
C1
CP501A
4" WIDE SINGLE SOLID
YELLOW STRIPE
AD
DE
D
CA
LL
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SEALSEAL
C K
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/18
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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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P
17332474
PA
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M
EN
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AR
KI
NG
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AI
LS
(1
O F
2)
CP501A
3'- 3"
3'- 9"
3"
7'- 0"
CENTER OF LANE
2'-9"
1'-1" 7" 1'-1"
WHITE THERMOPLASTIC
COMPOUND
2"
6" S
QU
AR
E 2"
3/8"
TYP
TY
P
12"
3/ 8"
4"
SCREENPRINTED
TO MATCH BLUE
PANTONE 300 C.
1/2" 1/2" 1/2"
BORDER AND TEXT
SCREENPRINTED
PANTONE GREEN C
TYPEFACE: HELV
COND (CONDENSE
MANUALLY)
12"
R=2"
2"
BORDER AND TEXT
SCREENPRINTED
PANTONE GREEN C
TYPEFACE: HELV COND
(CONDENSE MANUALLY)
3/
4" 3"
1"
3/ 4"
3"
1/ 2"
3"
3/ 8"
6"
12"
6"
1" 1"
BOLT HOLE
7/16" ROUND
TYP
R=1 1/2"
(R7-201A)
BORDER AND
GRAPHIC SCREEN
PRINTED BLACK
8'-0" VAN ACCESS AISLE
(NOT WIRE)
CONC. HEADER
PAVEMENT STRIPE, TYP
4" WIDE PAINTED "WHITE"
EDGE CONC HEADER
PAINTED INTERNATIONAL
ACCESSIBLE SYMBOL
(SEE DETAIL A2 ON SHEET CP502A)
CL STALL, TYP
(SEE DETAIL THIS SHEET)
ACCESSIBLE PARKING SIGNS
2'-0"
CONCRETE WHEELSTOP,
TYP (PER PLAN)
5'-0" ACCESS AISLE
45°
1'- 0"
'-0
3'- 0"
4'- 0"
EQEQ
9'-0"
NO PARKING
ACCESS AISLE
SIGN
1"
4"
12" DIA
1'- 8"
4" 6"
7'- 0"
9'- 2"
1/2 " CROWN WITH
TROWEL FINISH
2"Ø ND GALV STEEL
TUBING SEE SPEC
CL 7/16" DIA
BOLT HOLES
(TYPICAL)
GALV CAP SCREWED
TO POST AND TACK
WELDED
ROADWAY
PAVEMENT
CONC. FOOTING
3500 PSI
#4 REBAR, 6" LONG
WELDED TO POST PIPE
2"Ø N.D. GALV. STEEL PIPE
(3.65 LB/FT.)
3/8" x 3 1/2" STAINLESS STEEL
BOLT, NUT, LOCK WASHER AND
7/8" x 0.06" STAINLESS STEEL
FLAT WASHER WITH NEOPRENE
RUBBER GASKET
"FACE" SIGN
PLATE
FINISH GRADE
12"
1"
4"
AS REQUIRED
C1 PAVEMENT ARROWS
SCALE: NTS C4 SIGN FOR VAN ACCESSIBLE STALL
SCALE: NTS
TYPICAL RESERVED PARKING
A1 ACCESSIBLE PARKING STALL MARKING
SCALE: NTS
C2 TYPICAL ACCESS AISLE SIGN
SCALE: NTS
A2 ACCESSIBLE SIGN POST
SCALE: NTS
SECTION
A5 TOW AWAY SIGN
SCALE: NTS
CONC. HEADER
ARTWORK
PROVIDED BY
DESIGNER
1"
6"
1"
R=2"
1/
2"
B5 SIGN FOR VAN ACCESSIBLE STALL
SCALE: NTS
1. EXTERIOR TRAFFIC CONTROL SIGNS
MUST CONFORM TO THE MANUAL OF
THE UNIFORM TRAFFIC CONTROL
DEVICES (2004, REV. 2012), AND THE
FEDERAL HIGHWAYS
ADMINISTRATION STANDARD
HIGHWAY SIGNS (2004, SUPPLEMENT
2012)."
1. EXTERIOR TRAFFIC CONTROL SIGNS MUST CONFORM TO THE MANUAL OF THE UNIFORM
TRAFFIC CONTROL DEVICES (2004, REV. 2012), AND THE FEDERAL HIGHWAYS
ADMINISTRATION STANDARD HIGHWAY SIGNS (2004, SUPPLEMENT 2012)."
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
PARKING
PARKING
ACCESS
AISLE
ACCESSIBLE
VAN
RESERVED
PLACARD OR SPECIAL
LICENSE PLATES
REQUIRED
MAXIMUM FINE $500
PARKING
VAN
ACCESSIBLE
NOTES:
NOTES:
1. EXTERIOR TRAFFIC CONTROL SIGNS
MUST CONFORM TO THE MANUAL OF
THE UNIFORM TRAFFIC CONTROL
DEVICES (2004, REV. 2012), AND THE
FEDERAL HIGHWAYS
ADMINISTRATION STANDARD
HIGHWAY SIGNS (2004, SUPPLEMENT
2012)."
1. EXTERIOR TRAFFIC CONTROL SIGNS
MUST CONFORM TO THE MANUAL OF
THE UNIFORM TRAFFIC CONTROL
DEVICES (2004, REV. 2012), AND THE
FEDERAL HIGHWAYS
ADMINISTRATION STANDARD
HIGHWAY SIGNS (2004, SUPPLEMENT
2012)."
RE
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SEALSEAL
C K
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ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/18
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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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P
17332509
W
AT
ER
S
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TE
M D
ET
AI
LS
(1
O F
5)
CU511A
C1 HYDRANT CONCRETE SLAB AND GUARD POSTS
SCALE: NTS
1'-4"
2'- 0"
4" 4"
6" FIRE HYDRANT
FINISH GRADE
4'x4'x4" CONC. SLAB REINF. #4 AT 12" O.C. BOTHWAYS OR 6x6x10/10 WWF. SLOPE CONC. SLAB 14" PER FOOT AWAY
FROM HYDRANT
4" GALVANIZED EXTRA STRONG WEIGHT STEEL
4'
2'
FIRE HYDRANT
4'x4'x4" THICK CONC. SLAB
4' HIGH GUARD POST
PLAN
ELEVATION
CONCRETE CAP.
ROUNDED TOP
HYDRANT (SEE NOTES)
LOCATE THE 4" OUTLET PERPENDICULAR
TO THE ROADWAY
"BREAK-AWAY" BOLTS ON THE
HYDRANT FLANGE ONLY
6" SPOOL4'X4'X4" THICK
CONCRETE PAD. SEE
DETAIL C1 ON SHEET
CU522
FEATHER JOIN EXIST. PAVEMENT
RESILIENT WEDGE GATE VALVE, RING-TITE BY FLANGE VALVE
MUST BE LOCATED AS CLOSE TO THE MAIN LINE AS POSSIBLE.
MAIN LINE
FOR THRUST BLOCKS
SEE SHT. CU513
3" M
IN
SEE NOTE 3
3'- 0"
M
IN
8' MINIMUM
VALVE BOX
SEE DETAIL C1 ON SHEET
CU512
A1 FIRE HYDRANT INSTALLATION
SCALE: NTS
FIRE HYDRANT ASSEMBLY
1-FIRE HYDRANT
1-FH EXTENSION
1-FH ELBOW
HE
IG
HT
O
F
HY
DR
AN
T
1. HYDRANTS TO BE PAINTED YELLOW.
2. HYDRANT FLANGE GASKET MUST BE "FULL FACE" AND OF RUBBER COMPOSITION 1/8"
THICK.
3. THE LOCATION OF HYDRANTS MUST MEET ALL OF THE FOLLOWING CONDITIONS.
A. MAINTAIN MINIMUM 12" DISTANCE FROM EDGE OF SIDEWALK.
B. MAINTAIN A 48" CLEAR WIDTH OF SIDEWALK FOR PEDESTRIAN ACCESS.
C. MAINTAIN 36" CLEAR DISTANCE FROM ANY OBSTRUCTIONS TO HYDRANT
OUTLETS.
D. HYDRANTS MUST BE NO MORE THAN 12' AWAY FROM THE EDGE OF ROAD.
4. FOR HYDRANT IN INDUSTRIAL/COMMERCIAL AREAS, USE HYDRANT WITH 1-4" & 2-2 1/2" FIRE
HOSE OUTLETS WITH BRASS CAPS, 1 1/8" OPERATING NUTS.
FIRE HYDRANT INSTALLATION NOTES
SCALE: NTS
WATERLINE TRENCH RESTORATION DETAILC4
SAWCUT
TACK COAT
NOTES:
1. RESTORATION OF PAVEMENT MUST FOLLOW NEW AC PAVT DETAIL ON CS506 OR MATCH EXISTING PAVEMENT
STRUCTURE, WHICHEVER IS GREATER.
2. INSTALL WARNING TAPE OVER CENTER LINE OF PIPE 1'-0" BELOW FINISHED GRADE. UNDER PAVEMENTS AND SLABS, BURY TAPE 6" ABOVE PIPE BEDDING.
3. INSTALL TRENCH BACKFILL, PIPE BEDDING, AND CLSM IN ACCORDANCE TO THE SPECIFICATION SECTION 31 00 00
EARTHWORK.
4. PREPARE SUBGRADE AT THE BOTTOM OF TRENCH AS SPECIFIED IN SECTION 31 00 00 EARTHWORK. IF YIELDING, SOFT, COHESIVE, UNSATISFACTORY, OR UNSTABLE MATERIAL IS ENCOUNTERED AT THE BOTTOM OF THE TRENCH, OVER-EXCAVATE BELOW THE BOTTOM OF EXCAVATION AND REPLACE THE OVER EXCAVATED MATERIAL.
TRENCH BACKFILL, INITIAL BACKFILL, OR CLSM
WATERLINE PIPE
FINISH GRADE/ EXIST. GROUND
WARNING TAPE
STRUCTURAL FILL WRAPPED WITH
NON-WOVEN FILTER FABRIC
SYMMETRICAL ABOUT ℄
NEW PAVT STRUCTURE
SEE NOTE 1
2'-0" MIN.
TRENCH WIDTH
PAVED UNPAVED1'-0"
6"
BE
DD
IN
G
3'- 0"
M
IN
CO
VE
R
PI
PE
BE
DD
IN
G
8" TAPPING VALVE, 150#
8" SLEEVE, 12" LONG
WL-A
±8LF 8" PVC PIPE
8" SLEEVE, 12" LONG
8" PVC WATER
14"x8" TAPPING TEE
8" TAPPING VALVE, 150#
8" SLEEVE, 12" LONG
WL-A
±8LF 8" PVC PIPE
CONC BLOCK W/
STRUTS
8" SLEEVE, 12" LONG
8" PVC WATER
SCALE: NTS
WATERLINE CONNECTION, WL-A, STA 0+00.00B4
SCALE: NTS
WATERLINE CONNECTION, WL-A, STA 14+45.18A4
AR
C
LI
GH
T
BL
VD
14"x8" TAPPING TEE
CONC BLOCK W/
STRUTS
AR
C
LI
GH
T
BL
VD
24" OVER-EXCAVATION, SEE NOTE 4
4" MIN. TOP SOIL
RE
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SEALSEALSEAL
C K
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IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
/18
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
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S
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E E
R
IN
G S
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SHEET OF
4 5
CONSTR. CONTR. NO.
JO
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A T
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C O
M M
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IC
A
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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
04/18/2025
C
U s e rs
\s th ib o d e a u \O n e D ri v e
P O
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/2
:3 :1
A
M
P-601A
S C
H E
D U
LE
S
S H
E E
T
ST WI JT
17333023
MTO
NOTES:
1. THE FACTORY PREPIPED AND PREWIRED PUMP ASSEMBLY MUST BE MOUNTED ON A STEEL FRAME COMPLETE WITH PUMPS, VARIABLE SPEED DRIVES, MOTORS, AND CONTROLS WITH BACNET INTERFACE.
2. PROVIDE AND INSTALL 350 GAL DIAPHRAGM TANK ON SUCTION SIDE OF PUMP SUITABLE FOR POTABLE WATER.
BP-2 MECHANICAL ROOM 144 103 80 3 480/3/60 9.6 N/A 1,2
BP-1 MECHANICAL ROOM 144 103 80 3 480/3/60 9.6 N/A 1,2
MARK LOCATION FLOW (GPM) TDH (FT) POWER (HP) VOLTS/PHASE/HZ
RATED CURRENT
(A)
MODEL NOTES
BOOSTER PUMP SCHEDULE
NOTES:
1. PUMPS TO BE TIED INTO MECHANICAL DDC FOR OFF HOUR CONTROLS.
2. PROVIDE WITH INTEGRAL VFD OR ECM MOTOR TO ADJUST SPEED.
3. PROVIDE WITH CURRENT TRANSMITTER ON MOTOR AND TIE INTO MECHANICAL DDC.
RP-2 MECH 144 4 6 NA 2950 115/1/60 1.1 1-3
RP-1 MECH 144 4 6 NA 2950 115/1/60 1.1 1-3
VOLT/PH/HZ F.L. AMPS
MARK SERVICE/ LOCATION CAPACITY (GPMS) TOTAL HEAD (FT) MIN HP RPM
ELECTRICAL
NOTES
HOT WATER CIRCULATING PUMPS SCHEDULE
NOTES:
1. MUST BE OF THE AUTOMATIC, ELECTRIC MOTOR-DRIVEN, SUBMERGED TYPE, COMPLETE WITH NECESSARY CONTROL EQUIPMENT.
2. MUST HAVE A FLOAT SWITCH ASSEMBLY WITH SWITCH COMPLETELY ENCLOSED.
3. DUPLEX PUMPS MUST BE EQUIPED WITH AN AUTOMATIC ALTERNATOR TO CHANGE THE LEAD OPERATION FROM ONE PUMP TO THE OTHER.
4. PROVIDE AND INSTALL A NONCLOG SWING CHECK VALVE AND STOP VALVE.
5. PROVIDE SUMP PUMP WITH OIL SENSING SYSTEM AND INTERLOCK CONTROLS AND ALARMS WITH DDC.
SP-4 COMM VAULT 70 20 1/3 3450 115/1/60 1,2,3,4
SP-3 COMM VAULT 70 20 1/3 3450 115/1/60 1,2,3,4
SP-2 ELEVATOR 122 70 20 1/3 3450 115/1/60 1,2,3,4,5
SP-1 ELEVATOR 122 70 20 1/3 3450 115/1/60 1,2,3,4,5
VOLTS/PH/HZ
MARK SERVICE/ LOCATION CAPACITY (GPM) TOTAL HEAD (FT) MIN HP RPM
ELECTRICAL
NOTES
SUMP PUMP SCHEDULE
NOTES:
1. PIPE T & P RELIEF LINE TO NEAREST FLOOR DRAIN
2. PACKAGED WITH ELECTRONIC CONTROL WITH REMOTE MONITORING BACNET SOFTWARE CAPABILITY.
3. PROVIDE THERMOSTATIC MIXING VALVE W/ STRAINERS UPSTREAM OF HOT AND COLD WATER CONDITIONS
4. MINIMUM EFFICIENCY TO MEET 2019 ASHRAE 90.1 REQUIREMENTS
5. HEAT PUMP TO HAVE A EFFICIENCY, HYBRID, AND ELECTRIC MODES
WH-2 MECHANICAL ROOM 144 119 248 129 39 70 4.2 9 2.35 11.35 38 R134A 208/1 67 1-5
WH-1 MECHANICAL ROOM 144 119 248 129 39 70 4.2 9 2.35 11.35 38 R134A 208/1 67 1-5
VOLTS/PHASE MCA
MARK SERVICE/ LOCATION STORAGE CAP. (GAL) HEATING CAP. (GPH) RECOVERY GPH TEMP. RISE (C) TEMP RISE (F) COP ELEC. ELEMENT INPUT (kW) HEAT PUMP INPUT (kW) MAX POWER INPUT (kW) MAX COOLING TO SPACE (MBH) REFRIGERANT
ELECTRICAL DATA
NOTES
HEAT PUMP WATER HEATER SCHEDULE
NOTES:
1. PROVIDE WTIH INTERGRATED FLOW METER, VACUUM BREAKER AND PRESSURE RELIEF VALVE.
2. PROVIDE WITH INDIVIDUAL TANK ISOLATION VALVES.
3. PROVIDE WITH PRESSURE GAUGES AND SAMPLE PORTS.
4. PROVIDE AQUASENSOR CONTROL TO INITIATE REGENERATION ONLY WHEN NEEDED BASED UPON WATER HARDNESS.
5. WATER SOFTENER TO BE PROVIDED WITH WATER HARDNESS SENSOR AND HAVE BACNET CONTROL INTERFACE AND CONNECT TO THE MECHANICAL DDC FOR CONTROL AND MONITORING
WS-1 SIDE MOUNT 30-100 15 12.85 3 103 40,000 120/60 30X85 30X48 1-5
MARK STYLE INLET PRESSURE (PSIG) RESIN QTY. (FT³)
INCOMING WATER HARDNESS
(GR/GAL)
LEAVING WATER HARDNESS
(GR/GAL)
MINIMUM REQUIRED FLOWRATE CAPACITY (GPM) METERED WATER BETWEEN REGEN CYCLES (GAL) ELECTRICAL (V/HZ) SOFTENER TANK SIZE (DIA X H) (IN) BRINE TANK SIZE (DIA X H) (IN) NOTES
WATER SOFTENER SCHEDULE
NOTES:
1. SET EXPANSION TANK PRESSURE TO 20 PSIG (ADJ.)
ET-1 MECHANICAL ROOM 144 DIAPHRAM DOMESTIC WATER 2 0.68 55 5 8 x 12-5/8 1
MARK LOCATION TYPE FLUID TANK VOLUME (GAL)
REQUIRED ACCEPTANCE
VOLUME (GAL)
PRE CHARGE
(PSI)
OPERATING
WEIGHT (LB)
DIMENSIONS DIAxH
(IN)
NOTES
EXPANSION TANK SCHEDULE
NOTES:
1. PROVIDE BASE RING ANCHOR CLIPS.
2. TANK TO INCLUDE AIR VENT & 2" DP LEVEL TRANSMITTER.
3. TANK BOTTOM TO BE SLOPED TOWARDS DRAIN PORT.
4. TANK FILL PORT TO HAVE DOWN TUBE.
5. TANK MUST BE SUITABLE FOR POTABLE WATER.
6. SUCTION SIDE CONNECTION OF TANK GOING TO BOOSTER PUMP MUST BE AT LOW POINT OF TANK.
BT-1 350 SA-414-G 3'-0" 7'-2" 150 4" 3605 1,2,3,4,5,6
MARK
VOLUME
(GAL)
SHELL MATERIAL DIAMETER HEIGHT
MAXIMUM PRESSURE
(PSIG)
CONNECTION
(IN)
OPERATING WEIGHT
(LBS)
NOTES
DOMESTIC WATER BUFFER TANK SCHEDULE
S
O F
T E
N E
R R
E G
E N
A M
M E
N D
M E
N T
/1
8/
S
T T
| CP103A - PAVEMENT MARKING PLAN (3 OF 7) |
| CP105A - PAVEMENT MARKING PLAN (5 OF 7) |
| CP106A - PAVEMENT MARKING PLAN (6 OF 7) |
| CP501A - PAVEMENT MARKING DETAILS (1 OF 2) |
| CP511A - WATER SYSTEM DETAILS (1 OF 5) |
| P-601A - SCHEDULES SHEET 1 |
| 2025-04-29T11:22:23-1000 | |
| EVAN MIZUE | |
| I am signing to certify the authenticity of this document. |
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| 2025-04-29T11:22:33-1000 | |
| EVAN MIZUE | |
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| 2025-04-29T11:22:34-1000 | |
| EVAN MIZUE | |
| I am signing to certify the authenticity of this document. |
| 2025-04-29T11:22:34-1000 | |
| EVAN MIZUE | |
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| 2025-04-29T11:22:34-1000 | |
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