1760523 DWG Amendment 01.pdf
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P-1556 10 th
MARINES OPERATIONAL COMPLEX
1760523
AMENDMENT 01
13 JUNE 2025
DRAWINGS:
NAVFAC No. 12915773, CU102, ARTILLERY SHELTER AND NMESIS COMPOUND WATER
REPLACE: Replace existing sheet with sheet including revision 1 dated 11 June 2025
- Include additional elevation information.
NAVFAC No. 12915774, CU103, MAINTENANCE SHOP WATER AND SEWER
NAVFAC No. 12915775, CU104, HUMIDITY CONTROLLED WAREHOUSE WATER EAST
NAVFAC No. 12915776, CU105, HUMIDITY CONTROLLED WAREHOUSE WATER WEST
NAVFAC No. 12915777, CU106, HUMIDITY CONTROLLED WAREHOUSE SEWER - WEST
NAVFAC No. 12915778, CU107, HUMIDITY CONTROLLED WAREHOUSE SEWER - EAST
NAVFAC No. 12915780, CU202, NMESIS STORM PIPE OUTFALL
NAVFAC No. 12915782, CU204, NMESIS STORM PIPE SOUTH
- Include additional keynote and elevation information.
NAVFAC No. 12915784, CU206, HUMIDITY CONTROLLED WAREHOUSE STORM PIPE 1
- Clarify keynote and remove keynote tag.
X X
X
ARTILLERY SHELTER
NMESIS SHELTERS
XXXXXX
X X
X
ARTILLERY SHELTER
NMESIS SHELTERS
XXXXXX
X X
X
ARTILLERY SHELTER
NMESIS SHELTERS
XXXXXX
X X
X X
CONC
XXX
X
E
E E
E E
E E
W W
W W
W W
96"CHL
"C
H L
SD
SD
SD
SD
SD
SD
SD
G R
AS
S
AS
PH
AL
T
D D
CO
1+00 2+00
SD
SD
W W W
SD
W
SD
SD
SD
W W W W W W
217' - 8" PVC C900
PROPOSED GROUNDEXISTING GROUND
.0
.0
0+00
.9
.8
.3
.2
0+50
.8
.7
.8
.7
1+00
.0
.9
.0
.0
1+50
.1
.0
.1
.0
2+00
.1
.1
2+43.12
385.5' - 6" PVC C900
PROPOSED GROUND
EXISTING GROUND
120' - 8" PVC C900
.3
.2
0+00
.1
.0
.8
.8
0+50
.4
.7
.6
.5
1+00
.1
.2
.9
.8
1+50
.5
.6
.4
.4
2+00
.1
.8
.8
2+50
.5
.4
.4
3+00
.6
.8
.3
.2
3+50
.5
.0
3+95.52
PO
B:
+0
0.
PI
: 0
+6 1.
52 PI
: 1
+2 5.
PI
: 2
+6 7.
PI: 3+95.87
NMESIS SHELTERS
N M
ES
IS
C O
M
PO
U N
D
X
FU
TU
R E
N M
ES
IS
SH
EL
TE
R
S
NMESIS SHELTERS
N M
ES
IS
C O
M
PO
U N
D
X
FU
TU
R E
N M
ES
IS
SH
EL
TE
R
S
NMESIS SHELTERS
N M
ES
IS
C O
M
PO
U N
D
X
FU
TU
R E
N M
ES
IS
SH
EL
TE
R
S
T
FO
CONC
X X
X X
X
X X X
X X
X X
X
XX
X X
X X
X
E E
E E
E
W W
W
WW
"C
H L
"C
H L
"C
H L
G R
AS
S
RIP
RAP
T
CO
111+00 112+00 113+00 114+00 115+00
SD
SD
SD SD SD
0+00
1+00
2+00
3+00
4+
MH-2
W W
W W
W W W
W
W W
W W
W W
W W W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
A R
TI
LL
E R
Y S
H E
LT
E
R A
N D
N M
E S
IS
C
O M
P O
U N
D W
A
TE
R
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU102
FI
LE
: B
LD
G P
-1
-C U
2-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
SEE RIGHT
NMESIS COMPOUND WATERARTILLERY SHELTER/B1337
WATER RELOCATION
KEYNOTES :
1.
2.
CONNECT TO EXISTING WATER PIPE WITH
90 DEGREE BEND, 8" GATE VALVE AND BOX
CONNECT TO EXISTING WATER PIPE WITH
8"X8" TEE, 8" GATE VALVE AND BOX
3. REMOVE 8"X6" REDUCER AND CONNECT TO
EXISTING 8"X8" TEE WITH 8" GATE VALVE
AND BOX
4. 8"X6" DI TEE, 17 LF 6" DIP, 6" GATE VALVE
AND BOX, HYDRANT
5. 8"X8" TEE
6. 8" 22.5 DEGREE BEND
7. 8"X6" REDUCER
8. 6" 22.5 DEGREE BEND
9. 6" GATE VALVE AND BOX, HYDRANT
CU103SEE SHEET
ARTILLERY SHELTER
NMESIS SHELTER
NOTES
1. SANITARY SEWER PIPE IS PVC SDR 35.
2. WATER MAIN AND FIRE PROTECTION PIPE IS
PVC C900 DR 18 OR DI CLASS 250.
3. WATER SERVICE PIPE IS K TYPE COPPER
OR HDPE IPS DR 9.
4. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
VERTICAL SCALE
HORIZONTAL SCALE
N
12915773
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
06 MAY 2025
PROPOSED GROUND
EXISTING GROUND
M H
-1
ST
A 0+
R
IM
4.
IN
V
.7
8"
N E
EX
M
H -2
ST
A 2+
R
IM
5.
IN
V
.9
" S E
IN
V
.9
" N W
154'-8" PVC @ 0.60%
77'-10" PVC @ 0.18%
.2
.1
0+00
.7
.5
.6
.5
0+50
.8
.6
.6
.5
1+00
.7
.5
.5
.5
1+50
.7
.5
2+00
.1
2+50 2+65
4" SAN
INV=18.66
STA: 0+81
M H
-2
ST
A 1+
R
IM
4.
IN
V
.7
8"
S W
IN
V
.1
" N W
4" SAN
STA: 0+18
(IN
SI
D E
D R
O P)
380' - 8" PVC C900
PROPOSED GROUNDEXISTING GROUND
" S
TM
" S
TM
0+00
.8
.4
.5
.5
0+50
.2
.9
.8
.8
1+00
.9
.7
.6
.5
1+50
.7
.6
.8
.7
2+00
.1
.8
.9
.9
2+50
.9
.9
.9
3+00
.9
.9
.9
3+50
.9
.7
.1
.0
4+00
.1
.0
4+25
" S
TM
8" W
AT
18" MIN.
SEPARATION
WATERMAIN
OFFSET
MAINTENANCE SHOP
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS COMPOUND
T
T
FO
FO
FO
FO
FO
ASPHALTR
IPR
AP
R
IPR
AP
T
RI
PR
AP
TOWER
X
X X
X
X
X
X X X
X
X X
X X
X X
X
E E
E E
E E E
W
W W W W W W W W W
W W
W
96"CHL
84"CHL
96"C H
L
SD
W W
GRASS
GRASST
S
T
FH
0+
1+
2+
SD
SD
SD
SD
SD
SD
SD
SD
SD
EX MH-55
0+
1+
2+
1+
2+00 3+00 4+00
1+00
2+
MH-1 MH-2
W W
W W
W W W W W W W W W W
W W
W W
W W
W W
W
SD
SD
SD
SDSD
OIL - WATER SEPARATOR-2
MAINTENANCE SHOP
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS COMPOUND
T
T
FO
FO
FO
FO
FO
ASPHALTR
IPR
AP
R
IPR
AP
T
RI
PR
AP
TOWER
X
X X
X
X
X
X X X
X
X X
X X
X X
X
E E
E E
E E E
W
W W W W W W W W W
W W
W
96"CHL
84"CHL
96"C H
L
SD
W W
GRASS
GRASST
S
T
FH
0+
1+
2+
SD
SD
SD
SD
SD
SD
SD
SD
SD
EX MH-55
0+
1+
2+
1+
2+00 3+00 4+00
1+00
2+
MH-1 MH-2
W W
W W
W W W W W W W W W W
W W
W W
W W
W W
W
W W W W W W W W W
W W
W
W W
SD
SD
SD
SDSD
OIL - WATER SEPARATOR-2
M A
IN
TE
N A
N C
E S
H O
P W
A
TE
R A
N D
S E
W E
R
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU103
FI
LE
: B
LD
G P
-1
-C U
3-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
MAINTENANCE SHOP WATER MAINTENANCE SHOP SEWER
CU102SEE SHEET
VERTICAL SCALE
HORIZONTAL SCALE
N
12915774
KEYNOTES :
1. CONNECT TO EXISTING WATER PIPE WITH
8"X8" DI TEE, 8" GATE VALVE AND BOX
2. 8"x8" DI TEE
3. 8"X6" DI REDUCER, 36 LF 6" DIP, 6" GATE
VALVE AND BOX, HYDRANT
4. CONNECT 2" SERVICE TO 8" WATER PIPE
WITH SADDLE AND CORP
5. 2" WATER SERVICE. SEE PLUMBING
SHEETS FOR BUILDING CONNECTION
6. 8"x8" DI TEE, 8" FIRE LINE. SEE PLUMBING
SHEETS FOR BUILDING CONNECTION.
7. 8" G.V. & BOX AND 8" 11.25° DI BEND
8. 4" PVC SEWER SERVICE. SEE PLUMBING
SHEETS FOR BUILDING CONNECTION
9. 6" PVC INDUSTRIAL WASTE LINE. SEE
PLUMBING SHEETS FOR BUILDING
CONNECTION
10. OIL/WATER SEPARATOR (C3/C-508). PIPE
INVERT = 19.27', RIM = 28.48'.
11. CONNECT TO EXISTING 8" SEWER WITH
MANHOLE. REMOVE UPSTREAM SEWER
AND MANHOLES.
12. PROTECT EXISTING TRANSFORMER TO
REMAIN.
13. PROTECT EXISTING HYDRANT TO REMAIN.
14. ADJUST COMM. MH CASTING RIM
ELEVATION TO 24.07' (FINISH GRADE),
APPROXIMATELY 0.4' LOWER THAN
EXISTING.
NOTES:
1. SANITARY SEWER PIPE IS PVC SDR 35.
2. WATER MAIN AND FIRE PROTECTION PIPE
IS PVC C900 DR 18 OR DI CLASS 250.
3. WATER SERVICE PIPE IS K TYPE COPPER
OR HDPE IPS DR 9.
4. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
XX
X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
MAINTENANCE SHOP
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
XX
X X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
MAINTENANCE SHOP
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
XX
X X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
MAINTENANCE SHOP
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
T
T T
T T
T T
FO
FO
FO
FO
FO
ASPHALT
GRAVEL
RIPRAP
R
IPR
AP
R
IPR
AP
T
T
T
T
RI
PR
AP
X
BLDGTOWER
X
X X X
X
X X
X
X
X
X X X
X X
X X
X
X X
E
E
E E
E E
E
W
W W W W W W W W
96"CHL
G
ATE
84"C H
L
84"CHL
84"CHL
GATE
96"CHL
W W W W W W
W
E E E E E
E E
E E
E
E E
E
GRAVEL
GRASS
GRASS
ASPHALT
T T
CP
E
T
S
T
FH
EEEEE E
SD
SD
SS
1+00 2+00 3+00
4+
5+
6+
7+008+009+00
+0
+0
1+
1+00
2+
2+
1+
2+00 3+00 4+00 5+00
6+00
MH-3 MH-4
MH-1 MH-2
WWWWWWWWWWW
W W
W W
W W
W W W W W W W W W W W W
W W
W W
W W
W
W W
W W
SDSDSDSD
W
W
W
W W W W W W W W W W W W W
SDSD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-4A
OIL - WATER SEPARATOR-1
OIL - WATER SEPARATOR-2
CO
658' - 8" PVC C900
PROPOSED GROUND
EXISTING GROUND
0+00
.2
.7
.2
.2
0+50
.7
.2
.3
.2
1+00
.4
.3
.4
.3
1+50
.1
.4
.5
.4
2+00
.8
.4
.5
.4
2+50
.5
.4
.4
.4
3+00
.4
.4
.5
.4
3+50
.2
.4
.4
4+00
.7
.1
.0
4+50
.1
.5
.5
.5
5+00
.7
.5
.5
.5
5+50
.9
.3
.8
.8
6+00
.7
.8
.1
.1
6+50
.0
.7
.5
.5
7+00
.9
.6
WATER VALVE WATER VALVEWATER VALVE
H U
M
IT
Y C
O N
TR
O
LL
E
D W
A R
E H
O U
S E
W A
TE
R
E A
S T
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU104
FI
LE
: B
LD
G P
-1
-C U
4-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
CU
SE
E
SH
EE
T
HUMIDITY CONTROLLED WAREHOUSE WATER EAST
CU
SE
E
SH
EE
T
VERTICAL SCALE
HORIZONTAL SCALE
CU103SEE SHEET
N
12915775
KEYNOTES :
1. 8"X6" REDUCER, 4 LF 8" DIP, 6" GATE
VALVE AND BOX, HYDRANT
2. 8" DI TEE
3. CONNECT TO EXISTING WATER MAIN
WITH 8" GATE VALVE AND 8"X8" DI TEE
4. 8" GATE VALVE AND BOX.
5. 8" x 6" DI TEE, 36 LF 6" DIP, 6" GV AND
HYDRANT.
6. 8" 90° DI BEND.
7. 8"x8" DI TEE. 8" PVC FIRE LINE. SEE
PLUMBING SHEETS FOR BUILDING
CONNECTION.
8. CONNECT 1 1/2" SERVICE TO 8" WATER
PIPE WITH SADDLE AND CORP.
9. 1-1/2" WATER SERVICE, SEE PLUMBING
SHEETS FOR BUILDING CONNECTION.
10. 8"x6" DI TEE, 28 LF 6" DIP, 6" G.V. AND
HYDRANT.
2 3 4 6
CU105SEE SHEET
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
NMESIS COMPOUND
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
XX
X X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
NMESIS COMPOUND
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
XX
X X
X X
X X
X X
X X
X X
X X
X X
NMESIS COMPOUND
NMESIS COMPOUND
HUMIDITY CONTROLLED
WAREHOUSE
NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
W W W W
W
ASPHALT
1+00 2+00 3+00
4+
5+
6+
7+008+009+00
+0
+0
1+
2+00 3+00 4+00 5+00MH-3 MH-4
WWWWWWWWWWW
W W
W W
W W
W W W W W W W W W W W W
W W
W W
W W
W
SDSDSDSD
W
W
W W
W W W
SDSD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-4A
OIL - WATER SEPARATOR-1
CO
PROPOSED GROUND
EXISTING GROUND
367' - 8" PVC C900
.5
.5
7+00
.9
.6
.6
.5
7+50
.5
.6
.6
8+00
.0
.5
.5
.5
8+50
.1
.6
.6
.6
9+00
.5
.6
.5
9+50
.0
.4
.0
.0
10+00
.1
.6
.6
.6
10+50
.2
.6
.7
.7
11+00
.4
.7
.7
.7
11+50
.2
.2
.6
.6
11+95.07
18" MIN.
SEPARATION
WATERMAIN
OFFSET
H U
M
ID
IT
Y
C O
N
TR
O
LL
E D
W A
R E
H O
U S
E W
A
TE
R W
E S
T
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU105
FI
LE
: B
LD
G P
-1
-C U
5-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
CU
SE
E
SH
EE
T
HUMIDITY CONTROLLED WAREHOUSE WATERMAIN WEST
CU104SEE SHEET
CU104SEE SHEET
VERTICAL SCALE
HORIZONTAL SCALE
N
CU
SE
E
SH
EE
T
12915776
KEYNOTES :
1. 8"X8" DI TEE
2. 8"X6" REDUCER, 9 LF 8" DIP, 6" GATE VALVE
AND BOX, HYDRANT.
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
X
X X
X X
X X
X
X X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
HUMIDITY CONTROLLED
WAREHOUSE
XX
X X
X X
X X
X X
X
X X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
HUMIDITY CONTROLLED
WAREHOUSE
XX
X X
X X
X X
X X
X
X X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
HUMIDITY CONTROLLED
WAREHOUSE
ASPHALT
ASPHALT
RIPRAP
T
T
T BLDGTOWER
X
X X X
X X
X X
X
X X
X
E
E
W W
96"CHL
G
ATE
84"C H
L
84"CHL
GATE
W W
W W
W W
W
SD
SD
SD
SDSDSDSD
SD
SD
SD
SD
SD
SDSDSDSD
E E E
SD
APPROX.
MH LOCATION
GRAVEL
GRASS
T T
CP
E
S
S
D
EEEEEE
S
SDSDSDSDSDSDSDSD
1+00 2+00 3+00
4+
5+
+0
0+
1+
2+00 3+00 4+00 5+00
6+00
7+00
MH-3 MH-4
W W
W W
W W W W W W W W W W W W
W W
W W
W
SDSDSDSD
SD
W
W W
W W
W W
W
1+
1+
SD
SD
SD
SD
MH - 11
MH-4A
OIL - WATER SEPARATOR-1
CO
PROPOSED GROUND EXISTING GROUND
M H
-3
ST
A 1+
R
IM
3.
IN
V
.7
8"
N E
IN
V
.8
EX
. 8 " N
W
M H
-4
ST
A 4+
R
IM
4.
IN
V
.1
8"
S W
IN
V
.0
8"
N E
114'-8" PVC @ 0.45%
EX
M
H -7
ST
A
0+
R
IM
0.
IN
V
.3
8" N
W
IN
V
.3
8" S
E
8"
0+00
.4
.5
.5
0+50
.3
.8
.9
.8
1+00
.3
.6
.8
.7
1+50
.0
.8
.0
.9
2+00
.9
.0
.2
.2
2+50
.8
.3
.3
.3
3+00
.5
.3
.3
.2
3+50
.2
.2
.3
.2
4+00
.3
.3
.2
4+50
.9
.5
.5
5+00
.3
.4
.7
.6
5+50
.3
.3
.1
.0
6+00
.2
.9
.4
.3
6+50
.1
.1
.9
.9
7+00
.6
.0
M H
-4 A
ST
A
4+
R
IM
4.
IN
V
.5
8" S
W
IN
V
.7
4" S
IN
V
.7
4"
S E
IN
V
.4
8"
N E
40'-8" PVC @ 0.70%
(IN
SI
D
E D
R O
P)
(IN
SI
D
E D
R O
P)
H U
M
ID
IT
Y
C O
N
TR
O
LL
ED
W
AR
EH
O U
SE
S
EW
ER
W
ES
T
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU106
FI
LE
: B
LD
G P
-1
-C U
6-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
CU
SE
E
SH
EE
T
HUMIDITY CONTROLLED WAREHOUSE SEWER - WEST
HUMIDITY CONTROLLED WAREHOUSE
CU
SE
E
SH
EE
T
NOTES:
1. SANITARY SEWER PIPE IS PVC SDR 35.
2. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
VERTICAL SCALE
HORIZONTAL SCALE
N
12915777
KEYNOTES :
1. CONNECT TO EXISTING 8" SEWER WITH
MANHOLE. VERIFY LOCATION OF EXISTING
SEWER
2. OIL/WATER SEPARATOR (C3/C-508).
PIPE INVERT = 18.16' , RIM = 28.48'.
3. 6" PVC INDUSTRIAL WASTE LINE. SEE
PLUMBING SHEETS FOR BUILDING
CONNECTION
4. 4" SEWER SERVICE. SEE PLUMBING
SHEETS FOR BUILDING CONNECTION
5. INSIDE DROP MH (C2/C-505)
6. CLEANOUT (C1/C-507). RIM = 24.40'.
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
1 1
EX. MH - 26
X X X
X X
POV PARKING LOT
X X X
X X
POV PARKING LOT
X X X
X X
POV PARKING LOT
T T
T T
T T
T
LIFT STATION
CONC
X X
X X
X X
X X
X
X X
E E E E E E E E E
W W
W W
W W
W W
W W
W
GGGG
G
G
72"C H
L
G
ATE
72"CHL
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
O H
P O
H P
E E
E E
E E
E E
E
SD
SD
SD
SDSD
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
G R
AS
S
CO
D
S
S S
S S
SS S
107+00 108+00
7+00
8+00
8+89
MH-5
1+00 1+10
M H
11O
IL
W
AT
ER
S
EP
AR
AT
O
R -3
EXISTING
GROUNDPROPOSED
GROUND
M H
-5
ST
A 8+
R
IM
4.
IN
V
.7
8"
S W
IN
V
.5
EX
. 8 " N
W
IN
V
.5
EX
. 1
0" S
E
EX
M
H -2
ST
A 8+
R
IM
4.
IN
V
.3
" S E
79'-10" PVC @ 0.24%
.1
.9
.9
7+00
.6
.0
.5
.5
7+50
.7
.0
.6
.6
8+00
.8
.5
.5
.5
8+50
.5
.3
9+00
EXISTING
GROUND
PROPOSED
GROUND
.2
.2
0+00
.2
.5
0+50
.7
.7
.4
.4
1+00
.3
.3
1+10
42'-4" PVC
@ 2.00%
O
IL
W
AT
ER
S
EP
AR
AT
O R
-3
ST
A 0+
R
IM
5.
IN
V
.5
4"
N W
IN
V
.5
4"
S E
23'-4" PVC
@ 2.00%
6"
PVC
M H
ST
A
0+
R
IM
4.
IN
V
.7
4" N
W (I
N
SI
D E
D R
O P)
C O
N N
EC
T
TO
E
X.
0" P
VC
IN
V.
3.
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
FUEL MH
UNK UTL
LIFT STATION
CONC
X
XX X
G G
G G
G
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E E E E E E E E E E E D
SS
S S
S
S
0+00 1+001+10
MH - 11
OIL - WATER SEPARATOR-3
H U
M
ID
IT
Y
C O
N
TR
O
LL
ED
W
AR
EH
O U
SE
S
EW
ER
EA
ST
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU107
FI
LE
: B
LD
G P
-1
-C U
7-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
CU
SE
E
SH
EE
T
HUMIDITY CONTROLLED WAREHOUSE SEWER - EAST
NOTES:
1. SANITARY SEWER PIPE IS PVC SDR 35.
2. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
CU
SE
E
SH
EE
T
BLDG 1450 ADDITION SEWER SERVICE
BLDG.
ADDITION
POV PARKING LOT
VERTICAL SCALE
HORIZONTAL SCALE
N
N
12915778
KEYNOTES :
1. CONNECT TO EXISTING 8" SEWER WITH
MANHOLE. INSIDE DROP MH (C2/C-505)
2. 4" PVC INDUSTRIAL WASTE LINE, SEE
PLUMBING SHEETS FOR BUILDING
CONNECTION.
3. OIL/WATER SEPARATOR, PIPE INVERT = SEE
PROFILE BELOW, C3/C-508
4. UNCOVER EXISTING UTILITY CROSSINGS,
DETERMINE INVERTS AND ADJUST SEWER
SERVICE PROFILE AS NECESSARY.
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
1 1
15' 20'
212223
24 25
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
40+00
+0
+0
+0
2.
11+00
+0
13+00
14+00
15+00
20+00 21+00
22+00
+0
CBMH 111
STMH 104
STMH 105
STMH 106
CBMH 101
CBMH 100
CBMH 304
CBMH 303
STMH 302
CBMH 301
0+87.87 1+00
SD
SD
SD
SD
SD
CBMH 102
CBMH 103
CBMH 109
1+
2+
CB 306 CBMH 305
1+00
1+67.61
23 23
SD
+0
SDSDSD
0+00
1+00 1+37.93
STMH 114
CBMH 110
FES 100
EX CBMH 113 EX CBMH 112
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD
SD
22'
22'
22'
23'
23'
23' 22'
SD
SD
SD
SD
SD SD SD SD SD
SD
20'
25'
25'
25'
20'
SD
SD
SD
SD
SD
SD
SD
SD
20'
15'
20'
15'
WET
WET
W
ET
W
ET
D
FUTURE NMESIS SHELTERS
AR
TI
LL
ER
Y
SH
EL
TE
R
N M
ES
IS
S H
EL
TE
R S
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X
X X
X X
X
FUTURE
NM
ESIS
SHELTERS
FUTURENMESISSHELTERS
FUTURE
NMESIS
SHELTERS
FUTURE NMESIS SHELTERS
AR
TI
LL
ER
Y
SH
EL
TE
R
N M
ES
IS
S H
EL
TE
R S
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X
X X
X X
X
FUTURE
NM
ESIS
SHELTERS
FUTURENMESISSHELTERS
FUTURE
NMESIS
SHELTERS
FUTURE NMESIS SHELTERS
AR
TI
LL
ER
Y
SH
EL
TE
R
N M
ES
IS
S H
EL
TE
R S
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X
X X
X X
X
FUTURE
NM
ESIS
SHELTERS
FUTURENMESISSHELTERS
FUTURE
NMESIS
SHELTERS
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W W W W W W W W W W W W
W W
W W
W W
W W
W W
SD
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSD
SD
SD
W W
W W
W W
EXISTING GROUND
PROPOSED GROUND
9+75
.5
10+00
.0
.2
10+50
.3
.8
11+00
.5
.6
.2
.3
11+50
.6
.8
.4
.3
12+00
.4
.0
.1
.3
12+50
.3
.1
.4
.4
13+00
.8
.5
13+50
.8
.4
.2
14+00
.2
.3
14+10
70'-36" RCP CL 3
@ 0.40% 64'-36" RCP CL 3
@ 0.40%
112'-42" RCP CL 3
@ 0.40%
C
BM
H
ST
A
+7
R
IM
1.
IN
V
.6
" W
IN
V
.6
" N E
C
BM
H
ST
A
+1
R
IM
0.
IN
V
.4
" S
W
IN
V
.2
" N
W
IN
V
.4
" S
E
C
BM
H
ST
A
+0
R
IM
1.
IN
V
.9
" N
W
IN
V
.2
" N
E
IN
V
.9
" E
70'-36" RCP CL 3
@ 0.40%
C
BM
H
ST
A
+4
R
IM
1.
IN
V
.9
" W
IN
V
.9
" E
70'-42" RCP CL 3
@ 0.31%
FE
S
ST
A
+2
R
IM
7.
IN
V
.7
" W
18" MINIMUM
SEPARATION
C
BM
H
ST
A 2+
R
IM
3.
IN
V
.9
" S E
146'-18" RCP CL 5
@ 0.50%
C
BM
H
ST
A 1+
R
IM
0.
IN
V
.4
" S W
IN
V
.2
" N W
IN
V
.4
" S E
0+75
.0
1+00
.5
.3
.3
.6
1+50
.2
.0
.0
.5
2+00
.9
.8
.8
.1
2+502+75
8" D
IP
WEG
WEG
WEG
WEG
W
EG
WEG
WEG
WEB
W
EB
W
EB
WEB
W
EB
WEB
WEB
W
EB
W
EB
WEB
WEB
20'
20'
15'
25'
10'
15'
15'
20'
20'
10+00
FES 100
25'
10'
15'
15'
20'
25'
20'
20'
15'
10'
10'
15'
20'
15'
20'
11'
15'
15'20' 20'
20'20'
15'
15'
10'
SD
SD
SD
WET
W
ET
W
ET
W
ET
WET
WET
W
ET
W
ET
D
N M
E S
IS
S
TO
R
M P
IP
E
O U
TF
A
LL
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU202
FI
LE
: B
LD
G P
-1
-C U
2-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
SEE SHEET CU 203
SE
E
SH
EE
T C
U
NMESIS STORM PIPE OUTFALL
SEE SHEET CU208
SEE SHEET CU208
VERTICAL SCALE
HORIZONTAL SCALE
N
12915780
CU
SE
E
SH
EE
T
N
KEY NOTES :
1. CONNECT TO EXISTING STORM PIPE
WITH NEW STRUCTURE.
2. 16 LF OF 6" PVC AT 2% SLOPE.
UPSTREAM INVERT = 10.50'.
3. POND OUTLET STRUCTURE, SEE DETAIL
B4/C-507.
4. 120 LF OF 15" RCP AT 0.23% SLOPE.
UPSTREAM INVERT = 10.10'
5. PROVIDE ANTI-SEEP COLLAR AROUND
THE OUTFALL PIPE NEAR THE MIDDLE OF
THE OUTLET BERM. (B4/C-507).
6. PROTECT EXISTING STMH. CONNECT TO
EXISTING PIPE AT JOINT UPSTREAM OF
STMH.
7. SUPPLEMENT EXISTING RIPRAP
BETWEEN PIPE OUTFALL AND LEVEL
SPREADER MEETING NCDOT DETAIL
876.02. MAINTAIN EXISTING FLOW PATH
UNDER LEVEL SPREADER. ALL WORK
WITHIN WETLAND REQUIRES USE OF
TEMPORARY TIMBER MATS TO PREVENT
COMPACTION AND REDUCE DAMAGE TO
VEGETATION.
NOTES:
1. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
2. SEE SHEET CU203 FOR CONTINUATION.
3. DEWATER POND USING A PUMP AND
DEWATERING BAG BEFORE POND
UPDATES BEGIN. COORDINATE
LOCATION OF DEWATERING DISCHARGE
WITH THE BASE BEFORE BEGINNING
DEWATERING.
SEE INSET A
INSET A
- SOUTH POND DEQ #SW8 080522
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
WEG
WEG WEG
WEG
WEG
WEG
WEG
WEG
WEG
W
EB
W
EB
WEB
WEB WEB
WEB
WEB
WEB
WEB
WEB
WEB
WEB
WEB
16 17 18 19
212223
22 22
22 22
252627
SD
SD
SD
SD
SD
SD
SD
17+38.85
13+00
14+00
15+00
+0
17+00
20+00 21+00
22+00
+0
24+00 25+00
26+00 26+79.73
CBMH 111
STMH 104
STMH 105
STMH 106
CBMH 107
0+87.87 1+00
1+72.35
SD
SD
SD
CBMH 102
CBMH 103
CB 106A
CB 108
23 23
SD SD SD SD SD
SD
SD SD SD SD SD SD SD
+0
+0
47+00 48+00
49+00
SD
CB 118 CBMH 117
CBMH 116
CBMH 115
STMH 114
STMH 119CBMH 120CBMH 121
CBMH 122
CBMH 123
SD
SD
SD4+
4+
10STMH 124
EX CBMH 113 EX CBMH 112
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD 22'
22'
22'
22'
22'
21'
SD SD SD SD SD
SD
20'15'
20'
20'
20'
16'
X X
X X
X
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS SHELTERS
FUTURE NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X X X X X X X X X
FUTURE
NM
ESIS
SHELTERS
X X
X X
X
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS SHELTERS
FUTURE NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X X X X X X X X X
FUTURE
NM
ESIS
SHELTERS
X X
X X
X
NMESIS COMPOUND
MAINTENANCE SHOP
NMESIS SHELTERS
FUTURE NMESIS SHELTERS
FU
TU
R E
N M
ES
IS
S H
EL
TE
R S
NMESIS COMPOUND
X X X X X X X X X X
FUTURE
NM
ESIS
SHELTERS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
MH-1
MH-2
WWWWWWWWWWW
W
W
W W
W W
W W W W W W W W
W
W
SD
SD
SD
SD
SD
SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
OIL - WATER SEPARATOR-2
KEY NOTES :
1. CONNECT TO EXISTING STORM PIPE
WITH NEW STRUCTURE.
2. REMOVE CASTING AND TOP SLAB.
REPLACE WITH NEW.
3. ADJUST STRUCTURE ELEVATION TO
MATCH FINISH GRADE. REPLACE TOP
SLAB AND CASTING WITH NEW.
EXISTING GROUND
PROPOSED GROUND
(E X.
(E X.
C
BM
H
ST
A
+6
R
IM
1.
IN
V
.5
" S
W
IN
V
.3
" N
E
ST
M
H
ST
A
+0
R
IM
2.
IN
V
.7
" N
W
IN
V
.2
" S
W
IN
V
.2
" E
60'-30" RCP CL 3
@ 0.25%
19+75
.1
.5
20+00
.8
.2
.1
.0
20+50
.2
.4
.5
.0
21+00
.2
.8
.1
.5
21+50
.6
.6
.5
.9
22+00
.6
.0
.7
.7
22+50
.8
.9
.8
.2
23+00
.7
.9
.6
.6
23+50
.3
.6
.3
.9
24+00
.1
.9
.0
.7
24+50
.5
.7
.3
.9
25+00
.7
.7
.9
.7
25+50
.0
.9
.2
.7
26+00
.0
.4
.6
.1
26+50
.3
.1
26+80
ST
M
H
ST
A
+1
R
IM
3.
IN
V
.9
" N
W
IN
V
.4
" S
E
54'-24" RCP CL 3
@ 0.42%
C
BM
H
ST
A
+6
R
IM
2.
IN
V
.8
" S
W
IN
V
.1
" N
W
IN
V
.1
" S
E
95'-15" RCP CL 5
@ 0.39%
C
BM
H
ST
A
+6
R
IM
2.
IN
V
.2
" S
W
IN
V
.2
" N
E
80'-15" RCP CL 5
@ 0.39%
C
BM
H
ST
A
+4
R
IM
2.
IN
V
.5
" S
W
IN
V
.5
" N
E
120'-15" RCP CL 5
@ 0.39%
C B
ST
A
+6
R
IM
2.
IN
V
.0
" N E
EXISTING 30" RCP EXISTING 30" RCP EXISTING 30" RCP
EX
C
BM
H
ST
A
+5
EX
. R
IM
2.
R
IM
2.
IN
V
.2
" N W
IN
V
.2
" N E
EX
C
BM
H
ST
A
+5
EX
. R
IM
0.
R
IM
2.
IN
V
.8
" S W
IN
V
.8
" N E
NOTES:
1. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
N M
E S
IS
S
TO
R
M P
IP
E
S O
U
TH
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y 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
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
M
ID
AT
LA
N
TI
C
AS INDICATED
OF 120
1760523
JAA JAA EGP
DRR/KRT
P-
0T H
M
AR
IN
ES
O
PE
R
AT
IO
N
AL
C
O M
PL
EX
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU204
FI
LE
: B
LD
G P
-1
-C U
4-
S.
D
W G
PA
TH
: V :\2
6\
AC
TI
VE
\2
\D
ES
IG
N
\C
IV
IL
\C
AD
\S
H
EE
TS
\A
D D
EN
D
U M
-1 _B
O U
N D
D
AT
E:
W ed ne sd ay
, J un e
, 2
733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com
ADDENDUM-1 SUBMITTAL
SITE
S
EJA
DSN
DLB
NMESIS STORM PIPE SOUTH 1
SEE SHEET CU 203
SE
E
SH
EE
T
CU
SEE SHEET CU 205
VERTICAL SCALE
HORIZONTAL SCALE
N
12915782
CU
SE
E
SH
EE
T
- SOUTH POND DEQ #SW8 080522
AM
EN
D
M
EN
T
6/
/2
KEY MAP
SCALE: 1" = 800'
WEB
24242424
SDSDSDSDSDSD
+0
32+00 33+00 34+00 35+00 36+00 37+00 38
+0
+0
+0
SDSDSD
CBMH 202
CB 209
STMH 208
CBMH 201
SD
0+
1+
2+00 2+72.88
26 25
53+36.42
EX CBMH 203 EX CBMH 204
EX CBMH 205 EX CBMH 206
EX CB
SDSDSDSDSDSD
SDSDSD
N43° 49' 25.57"E 93.26'
24'
24'
24'
24'
SD
SD
SD
SD
SD
SD
SDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSD
SD
SD
SD
25'
25'
25'
25'
15'
20'
SD SD SD SD
O H
P O
H P
O H
P O
H P
SD
SD
SD
SD
SD
SD
D
D
D 2073020.242
POL 20729
X X
X X
X X
X X X X X X X X X
X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
BLDG. ADDITION
BLDG 1450 COMPOUND
X X
X X
X X
X X X X X X X X X
X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
BLDG. ADDITION
BLDG 1450 COMPOUND
X X
X X
X X
X X X X X X X X X
X
X X
X X
X X
XXXXXXXXXXXXXX
NMESIS COMPOUND
POV PARKING LOT
BLDG. ADDITION
BLDG 1450 COMPOUND
SDSDSDSDSDSDSDSD
W W W W W W W W W W W
SDSDSDSD
SD
KEY NOTES :
1. CONNECT TO EXISTING STORM PIPE
WITH CBMH.
2. ADJUST STRUCTURE ELEVATION TO
MATCH FINISH GRADE. REPLACE TOP
SLAB AND CASTING WITH NEW.
EXISTING GROUND
PROPOSED GROUND
8"
8"
18" MINIMUM
SEPARATION
(E X.
(E
X.
EX
. R
IM
3.
EX
. R
IM
3.
EX
. R
IM
3.
.1
31+60
.9
.3
.3
.3
32+00
.7
.6
.0
.9
32+50
.5
.2
.4
.6
33+00
.3
.3
.3
.0
33+50
.0
.5
.5
.0
34+00
.8
.6
.5
.4
34+50
.9
.7
35+00
.7
.0
35+50
.9
.8
.6
36+00
.8
.7
.9
.0
36+50
.9
.6
.7
.3
37+00
.8
.6
.9
.0
37+50
.9
.7
.9
.5
38+00
.2
.8
.6
.2
38+50
.6
.5
.5
.4
39+00
.2
.8
39+50
.5
.3
40+0040+10
C
BM
H
ST
A
+8
R
IM
1.
IN
V
.0
" N
E
IN
V 9.
6" N
W
257'-30" RCP CL 3
@ 1.56%
C
BM
H
ST
A
+4
R
IM
3.
IN
V
.9
EX
.1
5" S
E
IN
V
.9
EX
.2
4" N
E
IN
V
.9
EX
.1
5" N
W
IN
V
.0
" S
W
EXISTING 24" RCP
EXISTING 36" RCP
8"
"EXISTING 24" RCP
EXISTING 18" RCP
EXISTING 18" RCP
EXISTING 12" RCP
EX
C
BM
H
ST
A
+1
R
IM
3.
IN
V
.9
" N E
IN
V
.9
" S W
EX
C
BM
H
ST
A
+1
EX
. R
IM
3.
R
IM
3.
IN
V
.9
" N E
IN
V
.5
" N W
IN
V
.4
" S W
EX
C
BM
H
ST
A
+0
EX
. R
IM
3.
R
IM
3.
IN
V
.4
" N E
IN
V
.3
" S W
EX
C
BM
H
ST
A
+9
EX
. R
IM
3.
R
IM
3.
IN
V
.0
" N W
IN
V
.1
" S W
EX
C
B
ST
A
+9
R
IM
4.
IN
V
.3
" S
E
8"
8"
NOTES:
1. SEE SHEET C-002 FOR CIVIL GENERAL
NOTES.
H U
M
ID
IT
Y
C O
N
TR
O
LL
ED
W
AR
EH
O U
SE
S
TO
R
M P
IP
E
SATISFACTORY TO MARCH 19, 2025
APPROVED
ACTIVITY
APPROVED BY SOFIA SCHWARTZ
AMB DIRECTOR
MCB CAMP LEJEUNE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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DRAWFORM REVISION: 25 AUGUST 2020
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ADDENDUM-1 SUBMITTAL
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HUMIDITY CONTROLLED WAREHOUSE STORM PIPE 1
SEE SHEET CU2071
2 2
VERTICAL SCALE
HORIZONTAL SCALE
N
12915784
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SCALE: 1" = 800'
| 1760523 Amendment 001 Cover Sheet |
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| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
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| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
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| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:56-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:56-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:56-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:57-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:58-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:06:58-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:48-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:49-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:49-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:50-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:50-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:50-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:50-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:51-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-06-16T17:12:51-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
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