Amendment 0006 1786799dwg08of28Volume1Part-8.pdf
PDF 41 MB Posted
- Solicitation number
- N4008526R0002
About this file
This file contains utility design drawings and data tables for the P-993/F-35 Sustainment Center project at MCAS Cherry Point, North Carolina. The drawings represent Amendment 0006 to the core final design submittal dated December 16, 2025, prepared by HDR Engineering Inc. for Naval Facilities Engineering Systems Command.
The utility scope encompasses comprehensive infrastructure improvements supporting the entire Hancock Village development, including gravity sanitary sewer systems (multiple alignments with 12" and 8" diameter pipes), sanitary sewer force main from a lift station, industrial waste collection with dual wetwell pumping stations, potable water distribution (6" primary mains with service connections and gate valves), fire water systems (12" diameter primary lines with hydrant assemblies and sectionalizing valves), natural gas distribution (4" steel tube lines), electrical underground ductbank systems, and telecommunications conduit. The design includes detailed profiles showing pipe elevations, slopes, and invert elevations for all utility runs, structure tables documenting manhole and valve locations with coordinates and rim elevations, and fittings schedules. Major components include a 250,000-gallon elevated storage tank (140 feet tall), a sanitary sewer lift station with dual 7.5 HP pumps rated for 380 GPM, and an industrial waste pumping station with variable capacity. All utilities are designed with minimum cover requirements (12-36 inches depending on utility type), appropriate slope grades (0.22% to 3.47% for gravity sewers), and coordination with existing infrastructure. The drawings provide both base bid and bid option configurations for certain connections, including optional industrial waste and storm drain service to a future building (P-1055).
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REFER TO SHEET TT100 FOR
ADDITIONAL INFORMATION
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DRAWFORM REVISION: 25 AUGUST 2020
SEAL
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
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AP
PR
D
FOR COMMANDER NAVFAC
DES DRW CHK
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1786799
N40085-20-F-4290
FY
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/16
/20
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
MATCH LINE - A1/ CU144
EV EV VI
P
VI
P
VI
P
VI
P
VI
P
WOODS 15"SYCAMORE
EOI
BOTTOM INV=23.43'
TOP=24.14'
BOTTOM INV=23.26'
TOP=24.17'
TRENCH DRAIN
FULL OF SILT
ASPHALT CONC
FH
FIKE DR
FH
E E
CU105 CU106
CU117CU116CU115CU114CU113CU112
CU127CU126CU125CU124CU123CU122
CU132 CU133
CU144
CU135
CU145
CU134
CU164
CU154
PLAN
NORTH
TR
U
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MATCH LINE - A1/ CU164
A1 UTILITY PLAN
SCALE: 1" = 40' (22" X 34")
UTILITIES KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-004 FOR UTILITY GENERAL NOTES.
3. SEE SHEET CU-100 FOR REFERENCES TO PROFILES AND DATA TABLES.
KEY PLAN
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
GDH EAA DTB
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AT
LA
NT
IC
C
KTB/SHHKTB/SHH
DLB
JWJ
HPN
12934838
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
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COMM
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REFER TO SHEET TT100 FOR
ADDITIONAL INFORMATION
UT
ILI
TY
P
LA
N
GDH EAA DTB
1" = 40'
CU164
D
EP
AR
TM
EN
T
O F
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A
B
C
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1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
AC
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IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
DES DRW CHK
NA
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P
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FY
M
CO
N
P-
F-
S
US
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IN
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CE
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N
AV
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N
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LA
N
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D
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IG
N
SU
BM
IT
TA
L
/16
/20
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
MATCH LINE - A1/ CU154
EV EV VI
P
VIP VI
P
VI
P
VI
P
WOODS 15"SYCAMORE
EOI
BOTTOM INV=23.43'
TOP=24.14'
BOTTOM INV=23.26'
TOP=24.17'
TRENCH DRAIN
FULL OF SILT
ASPHALT CONC
FH
FIKE DR
FH
E E
CU105 CU106
CU117CU116CU115CU114CU113CU112
CU127CU126CU125CU124CU123CU122
CU132 CU133
CU144
CU135
CU145
CU134
CU164
CU154
PLAN
NORTH
TR
U
E N
A1 UTILITY PLAN
SCALE: 1" = 40' (22" X 34")
UTILITIES KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-004 FOR UTILITY GENERAL NOTES.
3. SEE SHEET CU-100 FOR REFERENCES TO PROFILES AND DATA TABLES.
KEY PLAN
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
GDH EAA DTB
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AT
LA
NT
IC
C
KTB/SHHKTB/SHH
DLB
JWJ
HPN
12934839
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-01 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-01 PROFILE VIEW
FINISHED GRADE
9+60
.1
.5
10+00
.1
.0
10+50
.8
.0
11+00
.3
.1
11+50
.9
.9
12+00
.5
.7
12+50
.4
.5
13+00
.7
.6
13+50
.2
.8
14+00
.7
.0
14+50
.7
.0
15+00
.0
.8
15+50
.6
.0
16+00
.3
.2
16+50
.8
.3
17+00
.1
.6
17+50
.6
.6
18+00
.5
.9
18+50
.3
.9
19+00
.6
19+50
.9
20+00
.9
20+00
.9
.4
20+50
.1
.1
21+00
.1
.3
21+50
.3
.4
22+00
.4
.5
22+50
.5
.6
23+00
.7
.7
23+50
.8
.8
24+00
.9
.9
24+50
.7
.8
25+00
.5
.5
25+50
.0
.2
26+00
.6
.7
26+50
.9
.9
27+00
.1
.1
27+50
.8
.8
28+00
.9
.9
28+50
.0
.1
29+00 29+50 30+00
SS01
STA: 10+00
RIM: 27.79
INV. IN: 10.86, 12", N
12" DIP
GRADE = 0.22%
SS02
STA: 11+23.57
RIM: 27.12
INV. IN: 11.34, 12", W
INV. IN: 11.23, 12", E
INV. OUT: 11.13, 12", S
12" DIP
GRADE = 0.22%
SS03
STA: 11+52.54
RIM: 27.16
INV. IN: 11.50, 12", W
INV. IN: 14.39, 8", N
INV. IN: 13.00, 8", N, OUTSIDE DROP
INV. OUT: 11.40, 12", E
12" DIP
GRADE = 0.22%
SS05
STA: 17+05
RIM: 28.56
INV. IN: 12.92, 12", W
INV. OUT: 12.82, 12", E
SS06
STA: 19+24.26
RIM: 28.02
INV. IN: 13.49, 12", N
INV. OUT: 13.39, 12", E
SS07
STA: 20+77.53
RIM: 27.10
INV. IN: 13.93, 8", W
INV. IN: 13.93, 8", N
INV. OUT: 13.83, 12", S
SS08
STA: 24+77.97
RIM: 27.87
INV. IN: 15.63, 8", W
INV. IN: 17.76, 4", S
INV. OUT: 15.53, 8", E
SS09
STA: 25+67.22
RIM: 27.42
INV. IN: 16.09, 8", W
INV. IN: 17.05, 4", S
INV. OUT: 15.99, 8", E
SS10
STA: 26+57
RIM: 26.61
INV. IN: 18.37, 8", N
INV. IN: 16.55, 8", W
INV. OUT: 16.45, 8", E
SS11
STA: 29+45.15
RIM: 25.13
INV. OUT: 17.70, 8", E
12" DIP
GRADE = 0.22%
12" DIP
GRADE = 0.22%
12" DIP
GRADE = 0.22%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
FINISHED GRADE
EXISTING GRADE
EXISTING GRADE
8" SSFM
EX COMM
P-1066
FINISHED GRADE
P-1066
FINISHED GRADE
6" FIRE
12" FIRE (DIP)
EX ELEC
EX. 24" STRM
EX ELEC
6" FIRE
4" WATR
EX 6" FIRE
ELECTRICAL DUCTBANK ELECTRICAL DUCTBANK
TELECOM
DUCTBANK
TELECOM
DUCTBANK
6" WATR
48" STRM 30" STRM
15" STRM
36" STRM
6" WATR
EX. 0.25" COMM
8" SSFM
6" FIRE
10" FIRE (DIP)
18" STRM 2" WATR
TELECOM DUCTBANK
TELECOM DUCTBANK
12" FIRE
12" FIRE
ELECTRICAL
DUCTBANK
4" GAS
SS04
STA: 14+42.75
RIM: 27.01
INV. IN: 12.24, 12", W
INV. OUT: 12.14, 12", E
ELECTRICAL DUCTBANK
EX. UNKNOWN UTILITY
(REMOVE)
G
RA
VI
TY
S
EW
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU200
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
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CO
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AN
D
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-A
TL
AN
C
HE
RR
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PO
IN
T
CH
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RY
P
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NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
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N
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LK
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ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
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IT
TA
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/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934840
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-02 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-02 PROFILE VIEW
9+60
.5
.1
10+00
.4
.8
10+50
.2
.7
11+00
.3
.8
11+50
.3
.9
12+00
.0
.8
12+50
.8
.0
13+00
.0
.2
13+50
.8
.3
14+00
.4
.3
14+50
.2
.3
15+00
.1
.3
15+50
.6
.3
16+00
.8
.3
16+50
.9
.3
17+00
.2
.3
17+50
.0
.3
18+00
.2
.1
18+50
.1
.4
19+00
.9
.5
19+20
.9
.5
19+20
.1
.5
19+50
.2
.5
20+00
.4
.6
20+50 21+00 21+20
SS17
STA: 20+87.67
RIM: 28.65
INV. IN: 22.43, 6", S
INV. OUT: 21.43, 6", E
SS02
STA: 10+00
RIM: 27.12
INV. IN: 11.34, 12", W
INV. IN: 11.23, 12", E
INV. OUT: 11.13, 12", S
SS12
STA: 12+38.55
RIM: 26.85
INV. IN: 13.74, 8", N
INV. IN: 12.62, 12", E
INV. OUT: 11.75, 12", W
SS14
STA: 14+53.70
RIM: 27.37
INV. IN: 14.71, 8", N
INV. IN: 19.67, 6", W
INV. OUT: 14.60, 8", S
SS15
STA: 16+49.92
RIM: 27.37
INV. IN: 15.59, 8", N
INV. IN: 18.27, 6", W
INV. OUT: 15.49, 8", S
SS16
STA: 18+12.89
RIM: 27.37
INV. IN: 16.41, 6", W
INV. IN: 17.47, 8", N
INV. OUT: 16.25, 8", S
6" DIP
GRADE = 1.83%
12" DIP
GRADE = 0.22%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
EXISTING GRADE
12" FIRE
6" WATR
TELECOM DUCTBANK ELECTRICAL DUCTBANK
6" WATR
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
EX. UNKNOWN UTILITY
(REMOVE)
EX. UNKNOWN UTILITY
(REMOVE)
EX. 4" SSWR
(REMOVE)
EX. 8" SSWR
(REMOVE)
EX 6" FIRE
(REMOVE)
48" STRM
EX. 8" SSWR
(REMOVE)
18" STRM
8" STRM
6" FIRE
12" FIRE (DIP)
EX. UNKNOWN UTILITY
(REMOVE)
G
RA
VI
TY
S
EW
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU201
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
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O N
N
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, V A
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LA
N
T D
C C
O
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D
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N
SU
BM
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TA
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/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934841
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-04 PROFILE VIEW
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE
OWS-4
SEE MECHANICAL DRAWINGS
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-03 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-05 PROFILE VIEW
9+60
.2
.1
10+00
.6
.5
10+50
.8
.4
11+00
.1
.6
11+50 .5
.5
12+00
.0
.7
12+50
.7
.8
13+00
.7
.6
13+50
.0
.5
14+00
.0
.5
14+50
.5
.5
15+00
.1
.0
15+50
.0
.4
16+00
.0
.0
16+50
.4
.8
17+00
.9
.8
17+50
.3
.9
18+00
.8
.9
18+50 19+00 19+20
9+60
.5
.5
10+00
.7
.7
10+50
.7
.7
11+00 11+50 12+00 9+60
.1
.3
10+00
.8
.5
10+50
.3
.4
11+00
.3
.6
11+50
.1
.8
12+00 .1
.0
12+50
.1
.7
13+00
.2
.3
13+50
.3
.5
14+00
.1
.2
14+50
.1
.8
15+00
.3
.4
15+50 16+00 16+40
SS10
STA: 10+00
RIM: 26.61
INV. IN: 18.37, 8", N
INV. IN: 16.55, 8", W
INV. OUT: 16.45, 8", E
SS22
STA: 11+07.49
RIM: 25.73
INV. OUT: 18.80, 8", S
SS07
STA: 10+00
RIM: 27.10
INV. IN: 13.93, 8", W
INV. IN: 13.93, 8", N
INV. OUT: 13.83, 12", S
SS21
STA: 12+57
RIM: 27.77
INV. IN: 15.06, 8", E
INV. OUT: 14.96, 8", S
SS20
STA: 14+49.45
RIM: 28.50
INV. IN: 22.78, 6", NE
INV. IN: 15.93, 8", N
INV. OUT: 15.83, 8", W
SS19
STA: 16+04.99
RIM: 29.42
INV. IN: 16.79, 6", E
INV. OUT: 16.55, 8", S
SS18
STA: 18+84.30
RIM: 28.96
INV. IN: 23.46, 4", S
INV. OUT: 21.21, 6", W
SS29
STA: 15+94.08
RIM: 26.31
INV. OUT: 22.31, 8", E
SS28
STA: 15+05.26
RIM: 25.84
INV. IN: 20.44, 8", W
INV. OUT: 20.34, 8", S
SS27
STA: 14+30.27
RIM: 26.34
INV. IN: 20.04, 8", N
INV. IN: 20.04, 8", W
INV. OUT: 19.94, 8", S
SS26
STA: 13+61.31
RIM: 25.94
INV. IN: 19.67, 8", N
INV. OUT: 19.57, 8", W
SS23
STA: 10+28.57
RIM: 27.37
INV. IN: 17.68, 8", E
INV. OUT: 17.58, 8", S
SS16
STA: 10+00
RIM: 27.37
INV. IN: 16.41, 6", W
INV. IN: 17.47, 8", N
INV. OUT: 16.25, 8", S
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
6" DIP
GRADE = 1.58%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 0.40%
8" DIP
GRADE = 2.10%
EL. 18.17
EL. 18.84
FINISHED GRADE
EXISTING GRADE
EL. 26.76EL. 26.76
CONNECT TO EX. 8" SANITARY
SEWER VIA DOGHOUSE SMH.
SEE DETAIL C1/C-523.
12" FIRE (DIP)
12" FIRE
EX. 8" SSWR
(REMOVE)
EX. 8" SSWR
EX 4" WATER
EX. GAS
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
EX. 4" SSWR
EX. UNKNOWN UTILITY
(REMOVE)
EX. 12" STRM
(REMOVE)
EX. 12" STRM
(REMOVE)
EX. 15" STRM
(REMOVE)
SS24 SS25
6" WATR
8" STRM
12" FIRE
6" WATR
6" FIRE
6" FIRE
12" FIRE
6" WATR
TELECOM DUCTBANK
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
TELECOM DUCTBANK
4" GAS
EX. UNKNOWN UTILITY
(REMOVE)
G
RA
VI
TY
S
EW
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU202
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
KTB/SHH
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
AD
DE
ND
UM
/27
/20
ADDENDA 1 - 27 MAR 2026
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-08 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-07 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-09 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSWR-06 PROFILE VIEW
9+60
.1
.3
10+00
.0
.9
10+50 11+00 11+20
SS27
STA: 10+00
RIM: 26.34
INV. IN: 20.04, 8", N
INV. IN: 20.04, 8", W
INV. OUT: 19.94, 8", S
SS30
STA: 10+88.81
RIM: 27.10
INV. OUT: 23.10, 8", E
8" DIP
GRADE = 3.45%
FINISHED GRADE
EXISTING GRADE
9+60
.3
.1
10+00
.8
.2
10+50
.5
.0
11+00
.1
.1
11+50
.0
.1
12+00
.0
.1
12+50
.0
.6
13+00
.2
.4
13+50
.3
.4
14+00
.6
.4
14+50
.9
.3
15+00
.2
.8
15+50
.2
.8
16+00
.5
.9
16+50 17+00 17+20
EXISTING GRADE
FINISHED GRADE
SS03
STA: 10+00
RIM: 27.16
INV. IN: 11.50, 12", W
INV. IN: 14.39, 8", N
INV. IN: 13.00, 8", N, OUTSIDE DROP
INV. OUT: 11.40, 12", E
SS31
STA: 11+47.22
RIM: 28.16
INV. IN: 23.70, 6", N
INV. IN: 16.47, 8", W
INV. OUT: 15.63, 8", S
8" DIP
GRADE = 0.84%
8" DIP
GRADE = 0.73%
SS32
STA: 13+06.98
RIM: 28.81
INV. IN: 17.69, 8", W
INV. IN: 23.63, 6", N
INV. OUT: 17.65, 8", E
SS33
STA: 14+41.32
RIM: 29.43
INV. IN: 19.24, 6", N
INV. IN: 22.83, 8", W
INV. IN: 19.24, 8", W, OUTSIDE DROP
INV. OUT: 18.81, 8", E
8" DIP
GRADE = 0.83%
SS34
STA: 14+99.69
RIM: 29.33
INV. IN: 23.59, 6", N
INV. IN: 23.07, 8", W
INV. OUT: 23.07, 8", E
8" DIP
GRADE = 0.40%
SS35
STA: 16+55.60
RIM: 27.90
INV. IN: 23.69, 6", NW
INV. OUT: 23.69, 8", E
4" INDW
4" INDW
4" INDW
4" NGAS
9+60
.3
.3
10+00
.5
.5
10+50
.6
.6
11+00
.3
.3
11+50
.6
.6
12+00
.0
.0
12+50 13+00
SMH #517
STA: 10+00
RIM: 21.98
INV. IN: 13.36, 8", SE
EX 4" WATER
SMH #518
STA: 12+69.92
RIM: 21.43
INV. OUT: 14.15, 8", NW
12" DIP
GRADE = 0.29%
EXISTING GRADE
48" STRM
24" STRM
8" STRM
8" STRM
ELECTRICAL DUCTBANK
EX. 8" SSWR
(REMOVE)
EX 6" WATER
(REMOVE)
GRAVEL DRIVEWAY
9+60
.8
.8
10+00
.6
.6
10+50
.3
.3
11+00
.1
.1
11+50
.8
.8
12+00 12+50
SS50
STA: 12+32.16
RIM: 25.50
INV. OUT: 13.66, 12", W
SS12
STA: 10+00
RIM: 26.85
INV. IN: 13.74, 8", N
INV. IN: 12.62, 12", E
INV. OUT: 11.75, 12", W
EX. UNKNOWN UTILITY
(REMOVE)
OUTSIDE DROP. SEE
DETAIL C4/C-523.
" M
IN
G
RA
VI
TY
S
EW
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU203
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934843
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
EX. 18" STRM
EX. 18" STRM EX. 2" COMM
EX. 3" COMM
EX. 3" COMM
EXISTING GRADE
.1
0+00
.4
0+50
.5
1+00
.3
1+50
.1
2+00
.2
2+50
.0
3+00
.1
3+50
.2
4+00
.5
4+50
.8
5+00
.0
5+50
.9
6+00
.2
6+50
.6
7+00
.2
7+50
.9
8+00
.5
8+50
.7
9+00
.5
9+50
.6
10+00
ARV01
STA: 8+22.55
RIM: 20.00
CONNECT TO EX. INVERT
VIA OUTSIDE DROP.
SEE DETAIL C2/C-523.
UPPER INV. IN: 16.78'
LOWER INV. IN: 14.25'
EX 6" WATER
EX 6" WATER EX 6" WATER
8" PVC
8" PVC
8" PVC
S0
8"
5.
° E
LB
O W
ST
A
8+
.0
S0
8"
5.
° E
LB
O W
ST
A
8+
.5
S0
8"
5.
° E
LB
O W
ST
A
4+
.6
S0
8"
5.
° E
LB
O W
ST
A
4+
.1
S0
8"
5.
° E
LB
O W
ST
A
4+
.6
S0
8"
5.
° E
LB
O W
ST
A
4+
.4
SMH #518
STA: 12+69.92
RIM: 21.43
INV. OUT: 14.15, 8", NW
ASPHALT
SURFACE
RR TRACKS RR TRACKSSIDEWALK
8" FM
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
EX. 2" COMM
EX. 2" COMM
EXISTING GRADE
EX. 60" STRM
EX. 60" STRM
EX. 60" STRMEX. 60" STRM
EX. 60" STRM
.6
10+00
.6
10+50
.6
11+00
.6
11+50
.6
12+00
.1
12+50
.1
13+00
.8
13+50
.4
14+00
.4
14+50
.1
15+00
.2
15+50
.1
16+00
.8
16+50
.6
17+00
.5
17+50
.4
18+00
.3
18+50
.9
19+00
.3
19+50
.7
20+00
S1
8"
5.
° E
LB
O W
ST
A
+0
9.
S1
8"
5.
° E
LB
O W
ST
A
+3
2.
EX SSFM
EX 6" WATER
EX. 4" COMM
8" DIP 8" PVC
EX. UNKNOWN UTILITY
S1
8"
5.
° E
LB
O W
ST
A
+5
0.
S0
8"
5.
° E
LB
O W
ST
A
+1
S1
8"
2.
° E
LB
O W
ST
A
+8
3.
EX 8" WATER
EX. 2" SSWR
EX. 12" STRM
CUNNINGHAM BLVD.
SA
NI
TA
RY
S
EW
ER
F
M P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU210
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934844
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
EX. 48" STRM EX. 48" STRM
EX. 2" COMM
EX. 2" COMM
EX. 2" COMM
EX. 2" COMM
EX. 2" COMM
EX. 10" SSWR
EX. 24" STRM
EX. 2" COMM
EX. 2" COMM
EX. 2" COMM
EX. 2" COMM
EXISTING GRADE
EX. 2" GAS EX. 4" SSWR
.7
20+00
.3
20+50
.2
21+00
.4
21+50
.9
22+00
.4
22+50
.0
23+00
.2
23+50
.9
24+00
.6
24+50
.8
25+00
.6
25+50
.3
26+00
.8
26+50
.3
27+00
.3
27+50
.4
28+00
.9
28+50
.9
29+00
.8
29+50
.9
30+00
S1
8"
0.
° E
LB
O W
ST
A
+0
4.
S1
8"
5.
° E
LB
O W
ST
A
+7
8.
S1
8"
5.
° E
LB
O W
ST
A
+8
7.
S1
8"
5.
° E
LB
O W
ST
A
+2
9.
S2
8"
5.
° E
LB
O W
ST
A
+4
2.
S2
8"
5.
° E
LB
O W
ST
A
+6
1.
8" DIP
8" DIP 8" PVC
8" DIP
8" DIP
S1
8"
5.
° E
LB
O W
ST
A
+1
7.
S1
8"
5.
° E
LB
O W
ST
A
+2
6.
S3
8"
1.
° E
LB
O W
ST
A
+0
2.
EX 8" WATER
MARYLOU RD.CUNNINGHAM BLVD. / MARYLOU RD
EX 12" WATER
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
.9
30+00
.1
30+50
.4
31+00
.2
31+50
.7
32+00
.0
32+50
.2
33+00
.2
33+50
.7
34+00
.9
34+50
.6
35+00
.7
35+50
.8
36+00
.8
36+50
.0
37+00
.0
37+50
.2
38+00
.7
38+50
.8
39+00
.0
39+50
.0
40+00
EXISTING GRADE
EX. 2" COMM
S2
8"
5.
° E
LB
O W
ST
A
+2
0.
S2
8"
5.
° E
LB
O W
ST
A
+6
5.
8" DIP
8" DIP
8" DIP
S3
8" X
" T
EE
ST
A
+5 5.
EX 4" WATER
EX 10" FIRE
EX. 6" SSWR
CONNECT TO PROPOSED FM
TELECOM DUCTBANK
BLDG. 4246 DRIVEWAY
SA
NI
TA
RY
S
EW
ER
F
M P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU211
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934845
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
.0
40+00
.8
40+50
.9
41+00
.6
41+50
.7
42+00
.4
42+50
.1
43+00
.1
43+50
.3
44+00
.4
44+50
.8
45+00
.3
45+50
.6
46+00
.8
46+50
.9
47+00
.7
47+50
.5
48+00
.0
48+50
.9
49+00
.7
49+50
.1
50+00
EX. 4" SSWR
EXISTING GRADE
EX. 2" COMM
EX. 24" ELEC
EX. 24" COMM
EX. 24" STRM
S2
8"
2.
° E
LB
O W
ST
A
+5
4.
S2
8"
2.
° E
LB
O W
ST
A
+3
0.
EX. 8" COMM
EX. GAS
EX 8" FIRE
EX 6" WATER
EX 6" FIRE
12" FIRE
EX 4" FIRE
8" DIP EX. 6" ELEC
8" DIP
S4
8"
2.
° E
LB
O W
ST
A
+7
6.
EX. 24" STRM
S4
8"
2.
° E
LB
O W
ST
A
+4
6.
S0
8"
2.
° E
LB
O W
ST
A
+1
6.
S4
8"
2.
° E
LB
O W
ST
A
+3
4.
GRAVEL DRIVEWAY
ELECTRICAL
DUCTBANK
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
.1
50+00
.5
50+50
.7
51+00
.7
51+50
.6
52+00
.6
52+50
.3
53+00
.4
53+50
.1
54+00
.0
54+50
.0
55+00
.6
55+50
.7
56+00
.6
56+50
.8
57+00
.5
57+50
.1
58+00
.0
58+50
.6
59+00
.5
59+50
.2
60+00
12" SSWR
18" STRM
FINISHED GRADE
EXISTING GRADE
S2
8"
5.
° E
LB
O W
ST
A
+2
8.
S2
8"
5.
° E
LB
O W
ST
A
+4
2.
S2
8"
5.
° E
LB
O W
ST
A
+7
1.
S2
8"
5.
° E
LB
O W
ST
A
+7
7.
6" FIRE
6" FIRE
4" SSWR4" SSWR
4" WATR
8" DIP
8" DIP
EX. COMM
S3
8"
5.
° E
LB
O W
ST
A
+8
3.
S3
8"
5.
° E
LB
O W
ST
A
+7
0.
S3
8"
5.
° E
LB
O W
ST
A
+9
0.
S3
8"
5.
° E
LB
O W
ST
A
+0
5.
S3
8"
5.
° E
LB
O W
ST
A
+5
2.
S3
8"
5.
° E
LB
O W
ST
A
+5
9.
6" FIRE (DIP)
TELECOM DUCTBANK
TELECOM DUCTBANK
ELECTRICAL DUCTBANK
TELECOM
DUCTBANK
ELECTRICAL
DUCTBANK
TELECOM
DUCTBANK
6" WATR
36" STRM
15" STRM
10" FIRE
2" WATR
12" FIRE (DIP) 4" GAS
6" M
IN
SA
NI
TA
RY
S
EW
ER
F
M P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU212
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934846
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-SSFM-01 PROFILE VIEW
.2
60+00
.8
60+50
.8
61+00
.8
61+50
.4
62+00
.3
62+50
.2
63+00
.4
63+50
.9
64+00
.8
64+50
.2
65+00 65+50 66+00
EXISTING GRADE
FINISHED GRADE
12" SSWR
S0
8"
0.
° E
LB
O W
ST
A
+1
5.
LIFT STATION VALVE BOX
(DISCHARGE IE = 23.75')
6" WATR
EX. UNKNOWN UTILITY
(REMOVE)
S4
8"
5.
° E
LB
O W
ST
A
+2
4.
S4
8"
5.
° E
LB
O W
ST
A
+3
6.
S4
8"
5.
° E
LB
O W
ST
A
+5
5.
S4
8"
5.
° E
LB
O W
ST
A
+0
7.
S4
8"
5.
° E
LB
O W
ST
A
+5
9.
12" FIRE
30" STRM
48" STRM
ELECTRICAL
DUCTBANK
" M
IN
" M
IN
" M
IN
SA
NI
TA
RY
S
EW
ER
F
M P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU213
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934847
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-INDW-02 PROFILE VIEW
19+60
.9
.0
20+00
.3
.0
20+50
.8
.2
21+00
.7
.2
21+50
.1
.3
22+00
.6
.3
22+50 23+00 23+20
EXISTING GROUND
FINISHED GRADE
8" DIP
GRADE = 1.05%
IW09
STA: 20+00
RIM: 28.00
INV. IN: 16.17
INV. IN: 20.35
INV. OUT: 15.75
8" DIP
GRADE = 1.05%
ST
A.
2+
.7
EL
. 2 3.
ST
A.
0+
.0
EL
. 2 1.
BASE BID
BLDG CONNECTION
BASE BID ONLY
BID OPTION
BLDG CONNECTION
IW15
STA: 20+56.78
RIM: 28.03
INV. IN: 21.05
INV. OUT: 20.95
EX. UNKNOWN UTILITY
(REMOVE)
EX. UNKNOWN UTILITY
(REMOVE)
EX. UNKNOWN UTILITY
(REMOVE)
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-INDW-01 PROFILE VIEW
9+60
.9
.5
10+00
.7
.5
10+50
.2
.7
11+00
.7
.7
11+50
.6
.0
12+00
.3
.0
12+50
.0
.9
13+00
.9
.8
13+50
.3
.6
14+00
.4
.1
14+50
.5
.1
15+00
.9
.9
15+50
.0
.5
16+00
.2
.6
16+50
.1
.4
17+00 17+5017+60
FINISHED GRADE
EXISTING GROUND
IW09
STA: 11+66.16
RIM: 28.00
INV. IN: 16.17
INV. IN: 20.35
INV. OUT: 15.75
IW11
STA: 12+82.38
RIM: 26.99
INV. IN: 17.28
INV. IN: 20.50
INV. OUT: 17.38
IW10
STA: 11+97.34
RIM: 28.04
INV. IN: 16.58
INV. OUT: 16.48
IW08
STA: 11+52.92
RIM: 27.70
INV. IN: 15.61
INV. OUT: 15.51
4" DIP
GRADE = 1.00%
4" DIP
GRADE = 0.94%
4" DIP
GRADE = 1.00%
8" DIP
GRADE = 1.05%
8" DIP
GRADE = 1.05%
8" DIP
GRADE = 1.05%
IW05
STA: 10+64.37
RIM: 27.50
INV. IN: 14.41
INV. OUT: 23.50
IW04
STA: 10+59.37
RIM: 27.50
INV. IN: 23.50
INV. OUT: 23.50
BLDG CONNECTION
ST
A.
7+
.6
EL
. 2 1.
ST
A.
1+
.9
IN
V.
IN
4.
ST
A.
0+
.0
IN
V.
O
U T
.5
STA. 10+43.00
EL. 35.50
EL. 27.50
OWS-02, SEE DETAIL ON A1/CU-702
24" STRM
8" SSWR
8" SSWR
4" GAS
" M
IN
6" M
IN
INDUSTRIAL
WASTE WETWELL -
A3/CU-702
8" STRM
6" M
IN
IN
DU
ST
RI
AL
W
AS
TE
P
RO
FI
LE
S
GDH TSE DTB
H 1"=40' ; V 1"=5'
CU220
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934848
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-01 PROFILE VIEW
.0
0+00
.5
0+50
.1
1+00
.5
1+50
.4
2+00
.6
2+50
.1
3+00
.7
3+50
.9
4+00
.6
4+50
.1
5+00
.2
5+50
.2
6+00
.5
6+50
.9
7+00
.9
7+50
.9
8+00
.0
8+50
.2
9+00
.7
9+50
.2
10+00
EX. 4" SSFM
EX. 2" COMM
(FIELD VERIFY DEPTH)
EX. 2" COMM
(FIELD VERIFY DEPTH)
EX. 2" COMM
(FIELD VERIFY DEPTH)
EX. 48" STRM EX. 48" STRM
EXISTING GRADE
CONNECT TO EX. 12" COMBINED
SERVICE WATER MAIN VIA 12"X6"
TAPPING SLEEVE & VALVE. SEE
DETAIL C2/C-527.
W
6"
2.
5°
B
EN
D
ST
A 4+
.5
W
6"
5° B
EN
D
ST
A
5+
.6
W
6"
5° B
EN
D
ST
A
5+
.1
EX. GAS
(FIELD VERIFY DEPTH)
W
6"
M J
R J
G V
ST
A
0+
.2
EX. COMM
(FIELD VERIFY DEPTH)
EX. ELEC
(FIELD VERIFY DEPTH)
" M
IN
6" DIP
MARYLOU RD MARYLOU RD MARYLOU RD
" M
IN
EX. 6" SSFM
(TO BE ABANDONED - REFER TO PLAN SHEET
AND COORDINATE CONSTRUCTION PHASING)W
6"
1.
° E
LB
O
W
ST
A 3+
.8
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-01 PROFILE VIEW
.2
10+00
.9
10+50
.4
11+00
.8
11+50
.8
12+00
.5
12+50
.4
13+00
.0
13+50
.0
14+00
.1
14+50
.3
15+00
.4
15+50
.7
16+00
.6
16+50
.9
17+00
.0
17+50
.8
18+00
.4
18+50
.2
19+00
.3
19+50
.2
20+00
EXISTING GRADE W
6"
1.
° B
EN
D
ST
A
+3 5.
W
6"
0° B
EN
D
ST
A
+3
6.
W
6"
1.
° B
EN
D
ST
A
+3 0.
W
6"
M J
R J
G V
ST
A
+1
1.
EX 4" WATER
(REMOVE)
EX. COMM
(FIELD VERIFY DEPTH)
TELECOM DUCTBANK
" M
IN
6" DIP
6" DIP
" M
IN
MARYLOU RD GRAVEL DRIVEWAY
EX 10" FIRE
PO
TA
BL
E
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU230
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MC
AS
C
HE
RR
Y
PO
IN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934849
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
W
6"
M J
R J
G V
ST
A
+9
5.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-01 PROFILE VIEW
.2
20+00
.2
20+50
.2
21+00
.1
21+50
.1
22+00
.2
22+50
.9
23+00
.4
23+50
.7
24+00
.8
24+50
.9
25+00
.2
25+50
.1
.2
26+00
.0
.1
26+50
.9
.0
27+00
.2
.3
27+50
.0
.9
28+00
.7
.7
28+50
.9
.1
29+00
.3
.4
29+50
.5
.6
30+00
EXISTING GRADE
EX. 24" STRM
EX. 8" SSWR
(TO BE ABANDONED - REFER TO PLAN SHEET
AND COORDINATE CONSTRUCTION PHASING)EX. 2" ELEC
(FIELD VERIFY DEPTH)
EX. 24" ELEC
(FIELD VERIFY DEPTH)
EX. 24" COMM
(FIELD VERIFY DEPTH)
8" SSWR
6" FIRE
W
6"
2.
5°
B
EN
D
ST
A
+9 4.
W
6"
2.
5°
B
EN
D
ST
A
+1 4.
EX. GAS
(FIELD VERIFY DEPTH)
W
6" X
" T
EE
ST
A
+8 9.
EX 8" FIRE
(FIELD VERIFY DEPTH)
FINISHED GRADE
6" DIP
" M
IN
EX. 24" STRM
EX 4" WATER
(FIELD VERIFY DEPTH) EX 6" WATER
(FIELD VERIFY DEPTH)
SHEEP RD
18" STRM
6" M
IN
" M
IN
W
6" X
" S
ER
VI
C E
SA
D
D
LE
ST
A
+6
2.
W
6"
5.
° E
LB
O W
ST
A
+7
2.
W
6"
5.
° E
LB
O W
ST
A
+9
3.
" M
IN
W
6"
5.
° E
LB
O W
ST
A
+6
8.
W
6"
5.
° E
LB
O W
ST
A
+9
9.
12" FIRE
ELECTRICAL DUCTBANK
W
6"
M J
R J
G V
ST
A
+1
6.
W
6"
M J
R J
G V
ST
A
+9
1.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-01 PROFILE VIEW
.5
.6
30+00
.7
.7
30+50
.7
.7
31+00
.6
.6
31+50
.3
.5
32+00
.3
.4
32+50
.2
.3
33+00
.9
.2
33+50
.8
.0
34+00
.1
.9
34+50 34+80
FINISHED GRADE
10" FIRE
8" SSWR
EXISTING GRADE
W
6" X
" T
EE
ST
A
+8 4.
W110
6" MJ RJ GV
STA 34+33.7
6" FIRE
TELECOM DUCTBANK
6" DIP
6" DIP
6" FIRE
SHEEP RD
W
6" X
" T
EE
ST
A
+1 1.
(S
EE
N
O
TE
B
EL
O W
6" M
IN
NOTE: LOCATION OF W32, 6" X 4" TEE SHALL BE FIELD
ADJUSTED AS REQUIRED FOR CONNECTION TO EXISTING
WATER MAIN. REFER TO EXISTING CONDITIONS AND
UTILITY PLAN FOR ADDITIONAL INFORMATION
W
6"
5.
° E
LB
O W
ST
A
+5
2.
W
6"
5.
° E
LB
O W
ST
A
+6
2.
W
6" X
" T
EE
ST
A
+7 6.
PO
TA
BL
E
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU231
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934850
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
6"
M J
R J
G V
ST
A
3+
.8
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-02 PROFILE VIEW
.1
.1
0+00
.6
.1
0+50
.2
.1
1+00
.5
.4
1+50
.5
.5
2+00
.5
.7
2+50
.8
.0
3+00
.1
.0
3+50
.9
.5
4+00
.6
.3
4+50
.6
.6
5+00
.9
.4
5+50
.1
.5
6+00
.2
.4
6+50
.9
.4
7+00
.5
.3
7+50
.0
.7
8+00
.1
8+50
.2
9+00
.5
.1
9+50
.8
.1
10+00
EXISTING GRADE
FINISHED GRADE
4" GAS
12" SSWR 12" SSWRW
6" X
" T
EE
ST
A 0+
.0
W
6"
5° B
EN
D
ST
A
2+
.2
6" FIRE
W
6"
5° B
EN
D
ST
A
2+
.6
W
6" X
" T
EE
ST
A 3+
.3
W
6"
M J
R J
G V
ST
A
0+
.6 TELECOM
DUCTBANK
8" SSFM
6" DIP
36" STRM
EX. 4" COMM 12
" M
IN
ELECTRICAL
DUCTBANK
" M
IN
TELECOM DUCTBANK
15" STRM
(P-995)
12" FIRE
W
6"
2.
° E
LB
O W
ST
A
0+
.8
W
6"
2.
° E
LB
O W
ST
A
0+
.3
W
6"
5.
° E
LB
O W
ST
A
3+
.8
W
6"
5.
° E
LB
O W
ST
A
3+
.3
W
6"
5.
° E
LB
O W
ST
A
2+
.2
W
6"
5.
° E
LB
O W
ST
A
2+
.7
W
6"
5.
° E
LB
O W
ST
A
7+
.8
W
6"
5.
° E
LB
O W
ST
A
7+
.5
12" FIRE
4" NGAS
ELECTRICAL
DUCTBANK
ELECTRICAL
DUCTBANK
ELECTRICAL DUCTBANK
6" SSWR
(TO P-995)
18" STRM
(P-995)
15" STRM
(P-995)
W
6" X
TE
E
ST
A
+6
5.
W
6"
0.
° E
LB
O W
ST
A
0+
W
6"
5.
° E
LB
O W
ST
A
1+
.1
W
6"
5.
° E
LB
O W
ST
A
1+
.3
W
6"
2.
° E
LB
O W
ST
A
1+
.1
W
6"
2.
° E
LB
O W
ST
A
1+
.7
9 8" SSFM
W
6"
M J
R J
G V
ST
A
+9
6.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-02 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-04 PROFILE VIEW
.8
.1
10+00
.7
.2
10+50
.3
.1
11+00
.3
.3
11+50
.4
.4
12+00
.2
.6
12+50
.3
.2
13+00
.9
.0
13+50
.8
.8
14+00
.1
.6
14+50 15+00
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-03 PROFILE VIEW
.4
.4
0+00
.8
.4
0+50 1+00 1+15 -0+10
.8
.1
0+00
.1
.6
0+50 0+90.08
EXISTING GRADE
FINISHED GRADE
EXISTING GRADE
EXISTING GRADE
FINISHED GRADEW
6" X
" T
EE
ST
A
+7 5.
EX. UNKNOWN
UTILITY
(REMOVE)
8" SSWR
FINISHED GRADE
TELECOM DUCTBANK
ELECTRICAL DUCTBANK
TELECOM
DUCTBANK
ELECTRICAL
DUCTBANK
6" DIP
6" DIP12
" M
IN
W
6"
M J
R J
G V
(R
ES
TR
AI
N
ED
ST
A
+7 3.
" M
IN
EX 6" WATER
(REMOVE)
" M
IN
W
6" x
" S
ER
VI
C E
SA
D
D
LE
ST
A
+0
0.
W
2"
M J
R J
G V
ST
A
0+
.1
W
6"
5.
° E
LB
O W
ST
A
+5
7.
W
6"
5.
° E
LB
O W
ST
A
+5
0.
W
6"
5.
° E
LB
O W
ST
A
+5
4.
W
6"
5.
° E
LB
O W
ST
A
+6
0.
12" FIREW
2"
0.
° E
LB
O W
ST
A
0+
.3
2"HDPE
2" HDPE
W
2'
M J
R J
G V
ST
A
0+
.6 W
2"
0.
° E
LB
O
W
ST
A 0+
.6
W
6" x
" S
ER
VI
C E
SA
D
D
LE
ST
A
+0
0.
EX. 8" SSWR
(REMOVE) ELECTRICAL
DUCTBANK
ELECTRICAL
DUCTBANK
W
X
3" T
EE
ST
A
+0 8.
8" SSFM
18" STRM
12" FIRE
PO
TA
BL
E
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU232
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934851
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
6"
M J
R J
G V
ST
A
8+
.2
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-05 PROFILE VIEW
.5
.8
0+00
.7
.6
0+50
.6
.9
1+00
.2
.3
1+50
.3
.8
2+00
.1
.8
2+50
.0
.7
3+00
.0
.7
3+50
.0
.7
4+00
.7
.9
4+50
.9
.4
5+00
.7
.1
5+50
.7
.7
6+00
.2
.4
6+50
.9
.4
7+00
.6
.5
7+50
.3
.5
8+00
.6
.4
8+50
.5
.4
9+00
.5
.4
9+50
.3
.3
10+00
EXISTING GRADE
FINISHED GRADE
6" SSWR (DIP)
EXISTING GRADE
W
6" X
" T
EE
ST
A 0+
.0
W
6"
0° B
EN
D
ST
A
1+
.8
W
6"
5° B
EN
D
ST
A
5+
.2
W
6"
5° B
EN
D
ST
A
5+
.5
W
6" X
" T
EE
ST
A 9+
.4
12" FIRE
W
6"
M J
R J
G V
ST
A
0+
.5
W
6"
M J
R J
G V
ST
A
9+
.9
6" FIRE
24" STRM
ELECTRICAL
DUCTBANK
ELECTRICAL
DUCTBANK
TELECOM DUCTBANK
6" DIP
EX. 4" COMM
(FIELD VERIFY DEPTH)
TELECOM
DUCTBANK
" M
IN
.6"
M
IN
W
6"
X2 " C
O M
BI
N
AT
IO
N A
IR
V
AL
VE
ST
A
0+
.5
" M
IN
6" M
IN
W
6"
1.
° E
LB
O W
ST
A
0+
.1
W
6"
1.
° E
LB
O W
ST
A
1+
.6
W
6"
1.
° E
LB
O W
ST
A
0+
.8
W
6"
1.
° E
LB
O W
ST
A
2+
.1
W
6"
5.
° E
LB
O W
ST
A
4+
.2
W
6"
5.
° E
LB
O W
ST
A
4+
.8
W
6"
5.
° E
LB
O W
ST
A
5+
.8
W
6"
5.
° E
LB
O W
ST
A
5+
.7
W
6"
X2 " C
O M
BI
N
AT
IO
N A
IR
V
AL
VE
ST
A
6+
.2
W
6"
5.
° E
LB
O W
ST
A
8+
.3
W
6"
5.
° E
LB
O W
ST
A
8+
.7
W
6"
5.
° E
LB
O W
ST
A
8+
.4 7 W
6"
5.
° E
LB
O
W
ST
A 8+
.4
4" FIRE
ELECTRICAL
DUCTBANK
6" SSWR
W
6"
M J
R J
G V
ST
A
+1
8.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-WATR-05 PROFILE VIEW
EXISTING GRADE
.3
.3
10+00
.4
.3
10+50
.2
.3
11+00
.2
.2
11+50
.2
.2
12+00
.1
.1
12+50
.0
.1
13+00
.1
.3
13+50
.5
.4
14+00
.0
.4
14+50
.4
.5
15+00
.6
.5
15+50
.1
.5
16+00
.6
.5
16+50
.6
.4
17+00
.6
.4
17+50
.9
.4
18+00
.1
.2
18+50
.4
.9
19+00
.5
19+40
6" SSWR
6" SSWR
18" STRM
48" STRM
48" STRM
12" SSWR
W
6"
5° B
EN
D
ST
A
+2
7.
W
6"
5° B
EN
D
ST
A
+1
5.
W
6" X
" T
EE
ST
A
+3 9.
EX. 15" STRM
(FIELD VERIFY DEPTH)
EX. UNKNOWN UTILITY
EX. UNKNOWN UTILITY
FINISHED GRADE
ELECTRICAL
DUCTBANK
ELECTRICAL DUCTBANK
TELECOM DUCTBANK6" DIP
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
W
6"
5.
° E
LB
O W
ST
A
+9
8.
W
6"
5.
° E
LB
O W
ST
A
+9
4.
W
6"
5.
° E
LB
O W
ST
A
+2
0.
W
6"
5.
° E
LB
O W
ST
A
+1
W
6"
5.
° E
LB
O W
ST
A
+0
5.
W
6"
5.
° E
LB
O W
ST
A
+0
7.
W
6"
5.
° E
LB
O W
ST
A
+6
4.
W
6"
5.
° E
LB
O W
ST
A
+5
9.
W
6"
5.
° E
LB
O W
ST
A
+2
1.
W
6"
5.
° E
LB
O W
ST
A
+2
4.
8" FIRE
" M
IN
PO
TA
BL
E
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU233
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934852
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
F2
" G
AT
E
VA
LV
E
ST
A
+6 7.
F2
" G
AT
E
VA
LV
E
ST
A
+0 6.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-01 PROFILE VIEW
FINISHED GRADEEXISTING GRADE
8" SSWR
9+80
.3
10+00
.2
10+50
.0
11+00
.0
11+50
.8
12+00
.1
12+50
.0
13+00
.3
13+50
.4
14+00
.7
14+50
.8
15+00
.1
.2
15+50
.5
.5
16+00
.6
16+50
.5
17+00
.5
17+50
.5
18+00
.5
18+50
.5
19+00
.5
19+50
.9
.5
20+00 20+45
REMOVE EX. 12"X8" REDUCER
AND CONNECT TO EX. 12"X12"
TEE WITH 12" SPOOL AND 12"
GV RESTRAINED TO EX. TEE.
F0
" 4
5° B
EN
D
ST
A
+3
2.
F0
" 4
5° B
EN
D
ST
A
+0
0.
F0
" 4
5° B
EN
D
ST
A
+7
9.
F0
" 4
5° B
EN
D
ST
A
+4
7.
F4
" X
" T
EE
ST
A
+6 3.
F4
" X
0"
T
EE
ST
A
+8
9.
F0
" X
2"
T
EE
ST
A
+4
3.
F1
" X
2"
T
EE
ST
A
+2
2.
4" NGAS
8" SSWR
EX. 24" STRM
(REMOVE)
EX. COMM
F6
" X
" T
EE
ST
A
+8
2.
(S
EE
N O
TE
B
EL
O
W
F5
" X
" T
EE
ST
A
+2 7.
F5
" X
" T
EE
ST
A
+0 0.
F5
" X
" T
EE
ST
A
+5 9.
(S
EE
N
O
TE
B
EL
O W
F2
" G
AT
E
VA
LV
E
ST
A
+3 7.
EX. GAS
6" WATR
EX. ELEC
EX. COMM
EX. 8" SSWR
EX 6" WATER
(REMOVE)
EX. GAS
TELECOM DUCTBANK
12" DIP 12" DIP 12" DIP
EX 6" FIRE
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
18" STRM
EX 4" WATER
" M
IN
6"
M
IN
NOTE: CONNECT F60 TEE
TO EXISTING 6" FIRE
ELECTRICAL DUCTBANK
F1
" 2
2.
° B
EN
D
ST
A
+0 2.
F1
" 1
1.
° B
EN
D
ST
A
+4 0.
F1
" 1
1.
° B
EN
D
ST
A
+3 1.
F1
" 2
2.
° B
EN
D
ST
A
+1 0.
NOTE: CONNECT F57 TEE
TO EXISTING 8" FIRE
ELECTRICAL DUCTBANK
F2
" G
AT
E
VA
LV
E
ST
A
+2 7.
F2
" G
AT
E
VA
LV
E
ST
A
+0 6.
F0
IN
X
2I N
" T
EE
ST
A
+0
12" DIP
F2
" G
AT
E
VA
LV
E
ST
A
+2
9.
F2
" G
AT
E
VA
LV
E
ST
A
+3 1.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-02 PROFILE VIEW
9+80
.2
.7
10+00
.2
.4
10+50
.6
.3
11+00
.5
.4
11+50
.5
.5
12+00
.4
.2
12+50
.1
.0
13+00
.3
.3
13+50
.0
.3
14+00
.9
.9
14+50
.9
.5
15+00
.1
.8
15+50
.2
.5
16+00
.4
.2
16+50
.1
.0
17+00
.4
.6
17+50
.1
.8
18+00
.0
.1
18+50
.8
.3
19+00
.7
.3
19+50
.3
.6
20+00
FINISHED GRADE
EXISTING GRADE
F0
" X
" T
EE
ST
A
+1 0.
35 F0
" X
2"
T
EE
ST
A
+3
4.
F0
" X
2"
T
EE
ST
A
+4
5.
F1
" X
2"
T
EE
ST
A
+2
5.
D
IP
T O
P
VC
F3
" X
" T
EE
ST
A
+0 3.
F3
" 9
0° B
EN
D
ST
A
+2
1.
F3
" X
" T
EE
ST
A
+1 0.
15" STRM
36" STRM
4" NGAS
12" SSWR
F5
" 2
2.
5°
B
EN
D
ST
A
+9 4.
F5
" 2
2.
5°
B
EN
D
ST
A
+0 9.
EX. COMM
STA. 9+96
12"x2" TAPPED PLUG
AND 2" BLOWOFF
TELECOM DUCTBANK
8" SSFM (DIP)
6" WATR
TELECOM
DUCTBANK
12" DIP
12" PVC
F2
" G
AT
E
VA
LV
E
ST
A
+7 9.
" M
IN
T-COMM Security Box
" M
IN
" M
IN
F6
" 2
2.
° B
EN
D
ST
A
+2 3.
F6
" 4
5.
° B
EN
D
ST
A
+2 5.
F6
" 4
5.
° B
EN
D
ST
A
+5 9.
F6
" 4
5.
° B
EN
D
ST
A
+5 3.
F7
" 4 5.
° B
EN
D
ST
A
+5
7.
F6
" 2
2.
° B
EN
D
ST
A
+3 3.
F9
" x
TE
E
ST
A
+5
6.
SHEEP RD.
6" M
IN
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
F1
" 4
5.
° B
EN
D
ST
A
+2 2.
F1
" 4
5.
° B
EN
D
ST
A
+2 0.
F1
" 9
0.
° B
EN
D
ST
A
+5 4.
6" WATR
12" DIP
12" PVC
FI
RE
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU240
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
C DRAWING NO.
OF 0359 of 419
12934853
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-02 PROFILE VIEW
.3
.6
20+00
.2
.4
20+50
.4
.3
21+00
.6
.3
21+50
.4
.7
22+00
.4
.8
22+50
.3
.9
23+00
.4
.4
23+50
.7
.0
24+00
.9
.7
24+50
.9
.2
25+00
.3
.1
25+50
.9
.4
26+00
.2
.2
26+50
.2
.2
27+00 27+50
F2
" G
AT
E
VA
LV
E
ST
A
+0 8.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-03 PROFILE VIEW
FINISHED GRADE
EXISTING GRADE
F3
" X
" T
EE
ST
A
+9 6.
F3
" X
" T
EE
ST
A
+6 3.
F1
" X
2"
T
EE
ST
A
+4
5.
9+80
.7
.1
10+00
.7
.5
10+50 11+00
F2
" X
2"
T
EE
ST
A
+0
0.
EX. 4" COMM
FINISHED GRADE
EXISTING GRADE
F2
" G
AT
E
VA
LV
E
ST
A
+3 8.
EL
EV
AT
ED
S
TO
R
AG
E
TA
N K
F6
" X
" T
EE
ST
A
+5 1.
12" DIP
12" PVC
" M
IN
12" PVC TELECOM
DUCTBANK
F1
" 9
0.
° B
EN
D
ST
A
+1 8.
F1
" x
" T
EE
ST
A
+5 9.
" M
IN
EX. 4" COMM
(REMOVE)
12" PVC
F2
" G
AT
E
VA
LV
E
ST
A
+0 4.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-05 PROFILE VIEW
F2
6" G
AT
E
VA
LV
E
ST
A
+5 2.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-04 PROFILE VIEW
9+80
.1
.2
10+00
.0
.8
10+50
.9
.3
11+00
.4
.5
11+50
.4
.7
12+00
.3
.0
12+50 12+75 9+80
.8
10+00
.4
10+50
.0
11+00 11+50
.9
.0
12+00
.2
.0
12+50
.3
.4
13+00
.3
.6
13+50
.3
.8
14+00
.5
14+50
.0
15+00
.6
.6
15+50
.6
.5
16+00
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
EXISTING GRADE
8" SSWR (DIP)
F220
STA. 12+63.53
FIRE HYDRANT ASSEMBLY
AND 6" GATE VALVE
F4
8"
5° B
EN
D
ST
A
+4
6.
F4
" X
" T
EE
ST
A
+0 0.
F1
" 1
1.
° B
EN
D
ST
A
+6 3.
F1
" X
2"
T
EE
ST
A
+0
0.
F1
" 2
2.
5°
B
EN
D
ST
A
+8 8.
F1
" 1
1.
° B
EN
D
ST
A
+4 9.
F1
" 2
2.
5°
B
EN
D
ST
A
+4 4.
F1
" 9
0° B
EN
D
ST
A
+0
7.
F1
" X
2"
T
EE
ST
A
+4
8.
F5
8" X
" R
ED
U
C
ER
ST
A
+4
5.
EX. GAS
EX. UNKNOWN UTILITY
(REMOVE)
EX 4" WATER
TELECOM DUCTBANK
ELECTRICAL DUCTBANK
6" WATR
12" DIP
8" DIP 8" DIP
12" DIP
TELECOM DUCTBANK
F2
" G
AT
E
VA
LV
E
ST
A
+5 4.
6" M
IN
F9
" 4
5.
° B
EN
D
ST
A
+7 1.
F9
" 4
5.
° B
EN
D
ST
A
+6 8.
F9
" 1
1.
° B
EN
D
ST
A
+0 9.
F9
" 1 1.
° B
EN
D
ST
A
+2
7.
6"DIP
6" WATR
F2
6" G
AT
E
VA
LV
E
ST
A
+1 3.
8" SSFM (DIP)
12" PVC
FI
RE
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU241
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
C DRAWING NO.
OF 0360 of 419
12934854
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-05 PROFILE VIEW
F2
" G
AT
E
VA
LV
E
ST
A
+0 4.
F2
" G
AT
E
VA
LV
E
ST
A
+0 6.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-06 PROFILE VIEW
.6
.5
16+00
.0
.5
16+50
.9
.5
17+00
.0
.3
17+50
.1
.1
18+00
.0
.8
18+50
.5
.5
19+00
.0
.4
19+50
.4
.8
20+00 20+50
FINISHED GRADE
EXISTING GRADE
9+80
.4
.1
10+00
.3
.1
10+50
.2
.1
11+00
.3
.0
11+50
.8
.9
12+00
.1
.8
12+50
.8
.5
13+00 13+25
FINISHED GRADEEXISTING GRADE
STA. 13+10.11
12"x2" TAPPED PLUG
AND 2" BLOWOFF
SET 5' BEYOND PAVEMENT LIMIT
F2
" X
2"
T
EE
ST
A
+0
0.
F3
" X
" T
EE
ST
A
+3 1.
F1
" X
2"
T
EE
ST
A
+2
9.
EX. 8" SSWR
(REMOVE)
F2
" G
AT
E
VA
LV
E
ST
A
+2 3.
EX. UNKNOWN UTILITY
(REMOVE)
EX 6" WATER
(REMOVE)
ELECTRICAL DUCTBANK
12" PVC
12" DIP
F5
" X
" T
EE
ST
A
+3 0.
EX. COMM
" M
IN
" M
IN
12" PVC
F2
" G
AT
E
VA
LV
E
ST
A
+3 5.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-07 PROFILE VIEW
FINISHED GRADE
EXISTING GRADE
24" STRM
F3
" X
" T
EE
ST
A
+2 1.
F2
" 4 5°
B
EN
D
ST
A
+4 2.
F0
" X
2"
T
EE
ST
A
+0
0.
F2
" X
" T
EE
ST
A
+0 2.
F2
" 4
5° B
EN
D
ST
A
+3
2.
F2
" 4
5° B
EN
D
ST
A
+3
9.
F2
" X
" T
EE
ST
A
+0 4.
F2
" X
" T
EE
ST
A
+6 6.
9+80
.2
.3
10+00
.6
.6
10+50
.4
.7
11+00
.2
.4
11+50
.2
.9
12+00
.1
.9
12+50
.8
.8
13+00
.0
.8
13+50
.0
.8
14+00
.6
.1
14+50
.0
.3
15+00
.7
.0
15+50
.6
.6
16+00
.1
.5
16+50
.7
.6
17+00
.3
.7
17+50
.2
.6
18+00
.5
.6
18+50
.3
.6
19+00
.4
.5
19+50
.2
.5
20+00
6" SSWR
F2
" G
AT
E
VA
LV
E
ST
A
+2 7.
F2
" G
AT
E
VA
LV
E
ST
A
+0 6.
EX. COMM
TELECOM DUCTBANK
12" DIP
6" WATR
F5
" X
" T
EE
ST
A
+4 8.
TELECOM DUCTBANK
F7
" 4
5.
° B
EN
D
ST
A
+6 4.
F7
" 4
5.
° B
EN
D
ST
A
+6 1.
F7
" 4
5.
° B
EN
D
ST
A
+7 8.
F7
" 4 5.
° B
EN
D
ST
A
+8
4.
F7
" 4
5.
° B
EN
D
ST
A
+1 3.
F8
" 4
5.
° B
EN
D
ST
A
+1 6.
F7
" 4
5.
° B
EN
D
ST
A
+2 9.
F7
" 4
5.
° B
EN
D
ST
A
+3 4.
F7
" 4
5.
° B
EN
D
ST
A
+7 6.
F7
" 4
5.
° B
EN
D
ST
A
+8 0.
73 F2
X
" T
EE
ST
A
+3 1.
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
ELECTRICAL DUCTBANK
6"
M
IN
12" DIP
12" DIP
12" DIP
FI
RE
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU242
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
0 OF361 of 419
12934855
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
F2
" G
AT
E
VA
LV
E
ST
A
+5 7.
F2
" G
AT
E
VA
LV
E
ST
A
+8 1.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-07 PROFILE VIEW
.2
.5
20+00
.3
.4
20+50
.3
.4
21+00
.3
.4
21+50
.2
.3
22+00 .0
.3
22+50
.1
.3
23+00
.8
.5
23+50
.2
.5
24+00
.8
.5
24+50
.0
.5
25+00
.1
.5
25+50
.9
.6
26+00
.6
.4
26+50
.7
.4
27+00
.7
.3
27+50
.9
.3
28+00
.3
.1
28+50
.4
.5
29+00
.3
.9
29+50
.1
.9
30+00
FINISHED GRADE
EXISTING GRADE
6" SSWR
48" STRM
48" STRM
12" SSWR
F2
" X
" T
EE
ST
A
+4 3.
F4
" 4
5° B
EN
D
ST
A
+9
1.
F4
" X
" T
EE
ST
A
+9 5.
F4
" 4 5°
B
EN
D
ST
A
+9 9.
F4
" X
" T
EE
ST
A
+8 3.
F4
" X
" T
EE
ST
A
+8 6.
F4
" X
" T
EE
ST
A
+5 9.
F2
" X
2"
T
EE
ST
A
+0
6.
18" STRM
6" SSWR (DIP)
EX. 15" STRM
(REMOVE)
EX. UNKNOWN UTILITY
(REMOVE)
EX. UNKNOWN UTILITY
(REMOVE)
ELECTRICAL DUCTBANK
ELECTRICAL
DUCTBANK
TELECOM DUCTBANK
12" DIP
12" DIP
" M
IN
12" DIP
F8
" 4
5.
° B
EN
D
ST
A
+3 7.
F8
" 2
2.
° B
EN
D
ST
A
+2 9.
F9
" 4
5.
° B
EN
D
ST
A
+0 2.
F9
" 4
5.
° B
EN
D
ST
A
+0 7.
F8
" 4
5.
° B
EN
D
ST
A
+5 4.
F8
" 4
5.
° B
EN
D
ST
A
+5 7.
F8
" 4
5.
° B
EN
D
ST
A
+0 6.
F8
" 4 5.
° B
EN
D
ST
A
+3
2.
F8
" 4
5.
° B
EN
D
ST
A
+0 3.
F8
" 4
5.
° B
EN
D
ST
A
+3 8.
6" WATR
ELECTRICAL DUCTBANK
" M
IN
" M
IN
" M
IN
6" M
IN
F2
" G
AT
E
VA
LV
E
ST
A
+6 9.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-07 PROFILE VIEW
.1
.9
30+00
.8
.6
30+50
.6
.1
31+00
.4
.2
31+50
.4
32+00
.2
32+50
.5
.5
33+00
.8
.4
33+50
.4
.7
34+00
.2
.5
34+50
.2
.4
35+00
.9
.4
35+50
.7
.3
36+00 .9
.2
36+50
.0
.7
37+00
.6
.1
37+50
.3
.1
38+00 38+50
FINISHED GRADE
EXISTING GRADE
F4
" X
" T
EE
ST
A
+4 7.
F3
" X
" T
EE
ST
A
+1 2.
F3
" X
" T
EE
ST
A
+0 7.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-FIRE-08 PROFILE VIEW
12" SSWR
F5
" X
" T
EE
ST
A
+9 5.
F2
" G
AT
E
VA
LV
E
ST
A
+5 8.
6" WATR
TELECOM
DUCTBANK
12" DIP
12" DIP
" M
IN
TELECOM DUCTBANK
ELECTRICAL
DUCTBANK
6" SSWR
9+80
.5
.5
10+00
.7
.7
10+50 11+00
CONNECTION TO
P-993 BUILDING
FINISHED GRADE
EXISTING GRADE
15" STRM
(P-995)
2" WATR
36" STRM
ELECTRICAL
DUCTBANK
" M
IN
4" NGAS
F8
" 2
2.
° B
EN
D
ST
A
+6 5.
F9
" 2
2.
° B
EN
D
ST
A
+9 9.
F9
" X
2"
T
EE
ST
A
+1
9.
F1
" 4
5.
° B
EN
D
ST
A
+6 8.
F1
" 4
5.
° B
EN
D
ST
A
+7 1.
F1
" 4
5.
° B
EN
D
ST
A
+6
F1
" 4
5.
° B
EN
D
ST
A
+6 8.
F1
" 4 5.
° B
EN
D
ST
A
+9
0.
F1
" 2
2.
° B
EN
D
ST
A
+9 3.
F9
" 4
5.
° B
EN
D
ST
A
+0 8.
F1
" 4
5.
° B
EN
D
ST
A
+1 1.
F9
" x
2"
T
EE
ST
A
+3
4.
15" STRM 6" SSWR
18" STRM
" M
IN
F2
" x
2"
T
EE
ST
A
+6
4.
6" M
IN
F1
" 2
2.
° E
LB
O W
ST
A
+3
7.
F1
" 4
5.
° E
LB
O W
ST
A
+3
3.
8" SSFM
12" DIP
F2
" X
2"
T
EE
ST
A
+0
0.
F2
" G
AT
E
VA
LV
E
ST
A
+0 9.
FI
RE
W
AT
ER
P
RO
FI
LE
S
GDH EAA DTB
H 1" = 40' ; V 1" = 5'
CU243
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
40 80 FT.0
1"=40'
1" =5
'0
F T.
ND
UM
/27
/20
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-NGAS-01 PROFILE VIEW
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-NGAS-01 PROFILE VIEW
-0+25
.1
0+00
.7
0+50
.7
1+00
.8
1+50
.8
2+00
.8
2+50
.9
3+00
.5
3+50
.9
4+00
.6
4+50
.6
5+00
.2
5+50
.3
6+00
.4
6+50
.0
7+00
.7
7+50
.7
8+00
.4
8+50
.3
9+00
.1
9+50
.5
10+00
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-NGAS-02 PROFILE VIEW
CONNECTION TO EXISTING
4" NATURAL GAS MAIN
EL. 22.15
EXISTING GROUND
PROPOSED GRADE
CONNECTION TO
P-993 GAS METER
(BID ALTERNATE)
8" SSWR
12" FIRE
.5
10+00
.2
10+50
.0
11+00
.9
11+50
.5
12+00
.5
12+44.62
4" IW
PROPOSED GRADE
EXISTING GROUND
6" FIRE
8" SSWR
6" WATR
.6
0+00
.8
0+50
.5
1+00
.3
1+50
.9
2+00
PROPOSED GRADE
EXISTING GROUND
CONNECTION TO
P-993 GAS METER
(BASE BID)
4" SSTL 4" SSTL 4" SSTL
4" SSTL4" SSTL
6" FIRE
TELECOM DUCTBANK
ELECTRICAL DUCTBANK
TELECOM DUCTBANK
TELECOM DUCTBANK
4" S
STL
N G
AS
-1
4"
1.
° E
LB
O
W
ST
A
+9 5.
N G
AS
-0
4"
5.
° E
LB
O
W
ST
A
+2 5.
N G
AS
-1
4"
1.
° E
LB
O
W
ST
A
+3 8.
N G
AS
-0
4"
5.
° E
LB
O
W
ST
A 0+
N G
AS
-0
4"
5.
° E
LB
O
W
ST
A 0+
.1
N G
AS
-0
4"
5.
° E
LB
O
W
ST
A 5+
.5
N G
AS
-0
4"
5.
° E
LB
O
W
ST
A 7+
.1
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
C-NGAS-03 PROFILE VIEW
ELECTRICAL
DUCTBANK
TELECOM
DUCTBANK
8" SSFM
12" SSWR
6" WATR
N G
AS
-1
4"
2.
° E
LB
O
W
ST
A 0+
.5
N G
AS
-1
4"
2.
° E
LB
O
W
ST
A 1+
.4
N G
AS
-1
4"
5.
° E
LB
O
W
ST
A 1+
.2
-0+25 0+00 0+50 1+00 1+50 2+00
N G
AS
-1
4"
T
EE
ST
A
0+
4" SSTL
4" SSTL
N G
AS
-1
4"
T
EE
ST
A
0+
TELECOM DUCTBANK
12" FIRE
N G
AS
-0
IN
X
IN
" 1 1.
° E
LB
O
W
ST
A 8+
.4
N G
AS
-1
IN
X
IN
" 1 1.
° E
LB
O
W
ST
A 8+
.5
N G
AS
-1
IN
X
IN
" 1 1.
° E
LB
O
W
ST
A 8+
.6
N G
AS
-1
IN
X
IN
" 1 1.
° E
LB
O
W
ST
A 9+
.3
12" FIRE
NA
TU
RA
L
G
AS
P
RO
FI
LE
S
GDH EAA DTB
H 1"=40' ; V 1"=5'
CU250
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934857
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-01 PROFILE VIEW
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-01 PROFILE VIEW
31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00
8" SSWR
8" STRM
18" SSWR
EX. 8" SSWR
12" SSWR
43" STRM43" STRM
EX. 8" SSWR
12" WATR
6" FIRE
12" FIRE
6" WATR
24" STRM
8" STRM
24" STRM
6" WATR
TELECOM DUCTBANK
TELECOM DUCTBANK
24" ELECTRICAL DUCTBANK
24" ELECTRICAL DUCTBANK
MH20(N)
STA: 31+23.28
RIM: 28.73
MH18(N)
STA: 36+62.52
RIM: 26.21
MH17(N)
STA: 39+68.48
RIM: 24.22
MH24(E)
STA: 21+07.55
RIM: 26.98
MH22(N)
STA: 24+01.56
RIM: 27.12
MH21(N)
STA: 27+63.81
RIM: 28.60
MH19(N)
STA: 33+75.79
RIM: 26.17
12" FIRE
EX. 15" SSWR
6" SSWR
EX. 4" SSWR
6" FIRE
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
24" ELECTRICAL DUCTBANK
24" ELECTRICAL DUCTBANK
6" WATR
" M
IN
" M
IN
24" ELECTRICAL DUCTBANK
" M
IN
" M
IN
" M
IN
" M
IN
.24
" M
IN
EX. UNK
(Remove)
24" ELECTRICAL DUCTBANK
EXISTING GRADE
EXISTING GRADE
FINISHED GRADE
FINISHED GRADE
SWALE TO BE FILLED TO
ELEVATION +25.00 MIN
EL
EC
TR
IC
AL
P
RO
FI
LE
S
GDH HDD DTB
H 1"=40' ; V 1"=5'
CU260
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
40 80 FT.0
1"=40'
1" =5
'0
F T.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934858
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-01 PROFILE VIEW
41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+37
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-04 PROFILE VIEW
9+80 10+00 10+5010+54
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-02 PROFILE VIEW
9+80 10+00 10+50 10+80
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-03 PROFILE VIEW
9+80 10+00 10+50 10+78
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-05 PROFILE VIEW
9+80 10+00 10+5010+59
2" WATR
8" FIRE
6" FIRE
6" FIRE
4" GAS
8" FIRE
6" WATR
6" FIRE
12" SSWR
12" FIRE
12" FIRE
24" STRM
4" SSWR
2" WATR
18" STRM
6" SSWR6" SSWR
TELECOM
DUCTBANK
TELECOM DUCTBANK
TELECOM
DUCTBANK
24" ELECTRICAL DUCTBANK
MH15(N)
STA: 44+04.37
RIM: 28.42
MH14(N)
STA: 45+84.37
RIM: 27.66
MH11(N)
STA: 49+14.18
RIM: 29.20
XFMR-TN
STA: 10+49.43
MH5(N) (NIC)
STA: 10+00
RIM: 27.95
SW6
STA: 10+44.37
MH22(N)
STA: 24+01.81
RIM: 27.12MH21(N)
STA: 27+63.73
RIM: 28.60
XFMR-A
STA: 10+44.08
XFMR-B
STA: 10+45.87
MH21(N)
STA: 27+63.73
RIM: 28.60
MH16(N)
STA: 41+92.92
RIM: 26.23
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
" M
IN
TO BLDG
P-993 TO BLDG
P-993
21" ELEC.
DUCTBANK
21" ELEC.
DUCTBANK
8" SSFM
" M
IN
. 12
" M
IN
EXISTING GRADE
FINISHED GRADE
EL
EC
TR
IC
AL
P
RO
FI
LE
S
GDH HDD DTB
H 1"=40' ; V 1"=5'
CU261
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
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CE
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N
AV
AL
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TA
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LA
N
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O
AL
D
ES
IG
N
SU
BM
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TA
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/16
/20
40 80 FT.0
1"=40'
1" =5
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-A
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AV
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PO
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MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
12934859
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-07 PROFILE VIEW
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
EL
EV
AT
IO
N
EL
EV
AT
IO
N
SCALE = H: 1"=40', V: 1"=5'
E-POWR-06 PROFILE VIEW
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+34
12" FIRE
6" FIRE
12" FIRE
6"…
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