Attachment N - VOL6_1363603dwg8of10.pdf
PDF 384 KB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
These are three engineering plumbing plan drawings for an underground level project, labeled as Plumbing Plan - Underground Level for Sectors A, B, and C (Bid Option). The technical drawings detail piping infrastructure with specific notes about pipe connections, drain lines, and installation requirements. Key technical specifications include:
Piping Details:
- 12" Interceptor Water (IW) pipes connecting to trench walls
- 2" and 4" drain lines sloped 1/4" per foot, terminating at trench drains
- Sleeve piping passing through grade beams
- Storm downspout connections transitioning to underground storm piping
Installation Requirements:
- All pipe hangers below structural slab and exposed to soil must be stainless steel construction
- Refer to structural plans for trench slope and invert details
- Modifications noted: P00005 in 05/2023, P00006 and P00007 in 10/2025
The drawings are prepared by NAVFAC (Naval Facilities Engineering Command) with engineering documentation from a Florida-licensed professional engineer, and include a key plan showing sectors A, B, and C of the underground level.
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Text version
HK
D
HE
HF
HG
HH
HJ
32 4
H1 H5 H6 H7 H8 H9H2 H3 H4
12" IW 12" IW
A1
PP701
REF. LINE
SEE A1/PP100D
RE
F.
LI
NE
SE
E
A 1/P
P1
ZB
REF. LINE
SEE A1/PP100E
RE
F.
LI
NE
SE
E
A 1/P
P1
E
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
4"
8"
IW
8"
IW 8"
IW
12" IW
I.E. = 24.25' I.E. = 23.69' I.E. = 23.64'
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
PL
-v2
4.r vt
/12
/20
:42
:32 A
M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R A, B
ID
O
PT
IO
N
PP100ZA
HES HES DSR
12871493
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR A, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. STORM DOWNSPOUT CONNECTION. SEE CIVIL
DRAWINGS SHEET CG513 FOR DOWNSPOUT BOOT
TRANSITIONING FROM DOWNSPOUT TO
UNDERGROUND STORM PIPING.
5. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
6. 4" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
/20
D
HE
HF
HG
HH
HJ
5 6 8
H10 H11 H12 H13 H14
5.10 7.2 976.86.6
" I
W
" I
W
" I
W
" I
W
A1
PP701
A1
PP702
REF. LINE
SEE A1/PP100E
RE
F.
LI
NE
SE
E
A 1/P
P1
ZA
RE
F.
LI
NE
SE
E A
1/P P1
E
RE
F.
LI
NE
SE
E
A 1/P
P1
ZC
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
8"
IW 8"
IW 8"
IW
I.E. = 23.59' I.E. = 23.55' I.E. = 24.25' I.E. = 23.45'
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
PL
-v2
4.r vt
/12
/20
:42
:32 A
M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R B, B
ID
O
PT
IO
N
PP100ZB
HES HES DSR
12871494
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR B, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES.
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
D
HE
HF
HG
HH
HJ
10 11 1413
H15 H16 H17 H18 H19 H23
H22H21H20
" I
W 12 " I
W
2 I.E. = 24.25'
A1
PP702
A1
PP703
REF. LINE
SEE A1/PP100F
RE
F.
LI
NE
SE
E
A 1/P
P1
ZB
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
4 4
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
4"
8"
IW
8"
IW
I.E. = 23.40' I.E. = 23.35'
8"
IW
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
PL
-v2
4.r vt
/12
/20
:42
:33 A
M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R C, B
ID
O
PT
IO
N
PP100ZC
HES HES DSR
12871495
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR C, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. STORM DOWNSPOUT CONNECTION. SEE CIVIL
DRAWINGS SHEET CG513 FOR DOWNSPOUT BOOT
TRANSITIONING FROM DOWNSPOUT TO
UNDERGROUND STORM PIPING.
5. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
6. 4" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES.
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
| PP100ZA - HANGAR - PLUMBING PLAN - SECTOR A, BID OPTION |
| PP100ZB - HANGAR - PLUMBING PLAN - SECTOR B, BID OPTION |
| PP100ZC - HANGAR - PLUMBING PLAN - SECTOR C, BID OPTION |
2025-11-12T13:24:04-0500
2025-11-12T13:24:35-0500
2025-11-12T13:24:36-0500
2025-11-22T19:27:16-0500
2025-11-22T19:27:39-0500
2025-11-22T19:27:17-0500
2025-11-22T19:27:17-0500
2025-11-22T19:27:40-0500
2025-11-22T19:27:40-0500
File details come from the government source that posted it. Updated .