Amendment 0006 1786799dwg05of28Volume1Part-5.pdf
PDF 41 MB Posted
- Solicitation number
- N4008526R0002
About this file
This is Amendment 0006 to the construction drawings and specifications for the P993/F-35 Sustainment Center and Composite Repair Facility project at Marine Corps Air Station Cherry Point, North Carolina. The amendment comprises comprehensive civil, architectural, and erosion control design drawings for a major military construction project involving site development, demolition, utility improvements, and facility construction.
The drawing set includes detailed demolition plans (CD sheets) identifying removal and disposal of airfield pavement, HMA pavement, gravel surfaces, utilities (water lines, fire mains, storm pipes, sewer lines, electrical conduits, communication conduits), structures, trees, and abandoned utility lines across multiple site areas. Site layout plans (CS sheets) detail parking lot configurations with 443 total parking spaces (416 standard, 11 ADA standard, 4 ADA van accessible, 2 EV charging, 3 VIP, and 20 motorcycle stalls), roadway alignments for Fike Drive, Sheep Road, and access roads with specific curve data and station locations, fencing specifications including high-security chain link and ornamental metal fencing with brick pilasters, and overall site improvements. The drawing package also includes location point tables (CS601) providing coordinate data for building columns and airfield pavement reference points, overall fencing and roadway alignment plans with detailed station-to-station segments and radii, and comprehensive erosion and sediment control plans (CG sheets) specifying temporary seeding, sediment fencing, inlet protection, rock check dams, and other environmental controls required during construction. All drawings bear approval dates of December 16, 2025, and are stamped as approved by Infrastructure Engineering Branch Head and Deputy Director of Facilities, indicating this represents final design submittal for the project.
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Text version
CBCB
CONC. HW
INV=15.81
INV=9.31
SD
18"CONC.
FLO
W
SD
18"CONC.
FLO
W
SD
SD
SD
SD SD SD
"C
O
NC
FLO
W
21"CONC.
FLOW
24"CONC.
FLO
W
30"CONC.
FLO
W
PIPE SIZE CHANGES
FR
O
M
24" TO
30"
E
6' C
LF
W
/B W
7'CLF W/BW
GATE
DITCH
CONC. DITCH
CONC. DITCH BURIED SWALE
7'C
LF
W /B W
7'CLF W
/BW
7'CLF W
/BW
7'CLF W
/BW
30"CONC. FES
INV=15.95
30"CONC. FES
INV=15.62
30"CONC.
FLO
W
CONC. DITCH
TOB
TOB
FIRE ALARM
24"CONC. FES
INV=15.33
24"CONC. FES
INV=15.07
GRAVEL
30"CONC.
FLO
W
CONC. DITCH
GUARDRAIL
CONC. WALL
TOB
TOB
FIRE ALARM
GUARDRAIL
GATE
GATE
DITCHCONC. DITCH
FOWP
24"PECAN
RR
TR
AC
KS
GRA
VE
L
GRA
VE
L
GRAVEL
GRAVELRR TRACKS
TOB
TOB
COMM. VAULT
TOB
TOS
TO
S
ASPHALT SURFACE
ASPHALT SURFACE
GR
AV
EL
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
TOP OF WATER
ELEV=7.63
04-17-24 @8:25 A.M.
RIPRAP
TO
B
TO
B
TO
B
RIPRAP
CONC. WALL (BURIED)
INV=7.30
INV=7.34
INV=7.34
INV=7.32
INV=7.28
5'S
TORM
5'S
TORM
5'S
TORM
5'S
TORM
5'S
TORM
ASPHALT
7'CLF W
/BW
CONC.
CONC.RR TRACKS & CONC.
DITCH
TOS
TOS
TOB
TOB
PLUGGED
CONNECTION
NOT FOUND
EMH
RIM=19.27
TOB
TOBDITCH
TOS
TOS
GRAVEL
TOB
TOB
TOBTO
B
DITCH
TOS
TOS
CONC.
TOW
ELE
V=8 .19
18"CONC.
INV=8.37
IN
V=7 .40
IN
V=7
.51
IN
V=7
.50
IN
V=7
.45
IN
V=7
.50
GATE POST(5)
CONC. W
ALL
CONC. W
ALL
RIPRAP
RI
PR
AP
METAL R
AIL
GUY FENCE SUPPORT(2)
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
E
EOI
EOI
EMH
RIM=19.84
EOI
EMH
RIM=20.43
EOI
EOI
EOI
EOI
EOI
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
EOI
(Q L-B
(Q L-B)
(Q L-B)
(Q L-B)
(Q L-B)
EOIEOI
EOI
FLO
W
FLO
W
FLO
W
FLO
W
FLO
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BORING-SB-3
BORING-UP-4
SD
SD SD
CUNNING
HAM
BLVD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD122
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
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\6
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: M on da y, D ec em be r 1 5,
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1:
am U
SE
R
: E
AR
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W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
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
MC
AS
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
, N
MCAS CHERRY POINT
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 R
E
F
IN
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
MATCH LINE - A1/ CD132
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
DEMOLITION KEYNOTES
MATCH LINE - A1/ CD112
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y D H Y D
H Y
D
H
Y D
H Y D
H Y D
H
YD
H
Y D
H Y
DH
Y D
H YD
HY D
H
Y D
H Y D
H
YD
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
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
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
PLAN
NORTH
TR
U
E N
M
AT
C H
L
IN
E
- A
1/ C
D
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934651
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD126-CD132 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD112 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD123 DEMOLITION PLAN
ES
ES
ES
DITCH
TOB
TOB
TOS
TOS
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
G
G
G
G G
G
G
G
EOI
EOI
EOI
C
CWP
ES
ES
ES
ES
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
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_C iv il_
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D
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TI
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LA
N
P
LO
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ED
: M on da y, D ec em be r 1 5,
- 1
1:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C
H L
IN
E
- A 1/
C D
MATCH LINE - A1/ CD113
M
AT
C H
L
IN
E
- A
1/ C
D
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y DHY D
H Y
D
H Y D
H Y D
H Y D
H YD
H Y D
H Y D
H Y D
H YD
HY D
H
Y D
H Y D
H YD
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
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
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
MATCH LINE - A1/ CD133
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD123
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934652
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD100-CD122 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD113 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD124 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD133 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD124 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD124 DEMOLITION PLAN
CBC
B
CBCB
TOP=21.99
(UNABLE TO ACCESS.
CAGE AORUND PIPE)
TOP=20.76
(UNABLE TO ACCESS.
CAGE AROUND PIPE)
TOP=20.84
(UNABLE TO ACCESS.
CAGE AROUND PIPE)
SD
SD
SD
SD
SD
SD
SD
18"CONC.
15"CONC.
"C
ONC.
36"CONC.
36"CONC.
FLOW
36"CONC.
36"CONC.
FLOW
"C
ONC.
FLO
W
GRASS & GRAVEL
SWALE
7'C
LF
W /B
W
RIPRAP
RIPRAP
SWALE
SWALE
SWALE
SWALE
7'CLF W/BW
RIPRAP
TO
B
EOW
TOS
TOBEOW
TOS
TOB
TOS
CONC.
CONC.
CONC.
CONC.
GRAVEL S
URFACE
TO
B
TOB EOW
CONC. WALL
TOB
EOW
TOS
TO
B
EO
W
TO
S
EOW
TOS
TOB
DI W
/M
ETA
L B
ARS
"C
ONC.
IN
V=1
8.5
4"P
VC
TO
P=1
9.7
CONC. HW
INV=18.44
RIPRAP (TYP.)
FLO
W
SWALE
TOB
META
L I
-B
EAM
W
/TW
(T
YP.)
FLO
W
"C
ONC.
FLO
W
TBM "E"
CHISLED SQ.
ELEV=22.57
V
TO
B
TO
S
EO
W
EO
W
TO
S
DI
TC
H
EOW
EOW
FENCE SUPPORT
(TYP.)
7'C
LF
W /B
W
7' C
LF
W
/B W
7' C
LF
W
/B W
CO
NC
CONC.
GRAVEL S
URFACE
CVLT (OPEN)
GRAVEL S
URFA
CE
RIPRAP
RIPRAP
RIPRAP
IN
V=2
0.1
FLOW
FLOW
2A
2B
CONC.
RIPRAP
CONC.
CONC.
INV=17.34
INV=17.43
FLOW
FLOW
RIPRAP
TO
B
TO
S
TOB
TO
B
TO
B
TO
S
TO
SDITC
H
TO
S
TO
SDITC
H
TO
S
TOSDITCH
RIPRAP
TO
BTO
S
TOB
TOB
TO
B
DITCH
TOSTOS
DI
TC
H
TO
B
TO
B
TO
B
TO
S
TO
S
CONC.
SIGN(2)
EOI
CO
7'C
LF
W
/BW
SWALE
FENCE SUPPORT
GRAVEL
FENCE SUPPORT
10"IRON
INV=22.83
12"IRON
INV=22.98
SWALE
C CMH
RIM=24.53
W V( 2)
SC
O SIGN
SIGN
GRAVEL
GRAVEL
TOS
GRAVEL
TOS
DITCH
GRAVEL
ASPHALT SURFACE
7'CLF W
/BW
GRAVEL
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
(QL-B)
(QL-B)
FM (QL-B)
4" (Q
L- B)
QL-
B) 4"
FM
(Q
L- B)
(Q L- B)
(Q L- B)
EOI
EOI
6' C
LF
W
/B W
IN
V=19.21
IN
V=19.19
IN
V=19.24
6' C
LF
W
/B W
A B
FLO
W
FLO
W
TOS
TOB
TOS
EOI
(Q L-
B
BMBM
DI
TC
H
TOB
TO
B
TO
S
TO
S
CONC. (TYP.)
CONC. (TYP.)
E
HOTBOX
L/P / WINDSOCK
ES
ES
ES
ES
ES
ES
EOI
4A
4B
3A
3B
BORING-SB-8
BORING-UP-7
BORING-SB-12
BORING-B-11
SHEEP RD
MARYLO
U R
D
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLODLODLOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD124
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
0.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
1:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
MATCH LINE - A1/ CD114
M
AT
C H
L
IN
E
- A
1/ C
D
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H
Y D
HY D
H Y
D
HY
D
H Y D
H Y D
H YD
H Y D
H Y DHY D
H
Y D
H
Y D
H YD
H Y D
H YD
ASPHALT SURFACE
ASPHALT SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
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
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
MATCH LINE - A1/ CD134
PLAN
NORTH
TR
U
E N
M
AT
C H
L
IN
E
- A
1/ C
D
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934653
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD100-CD114 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD125 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD134 DEMOLITION PLAN
WETLAND LIMITS SHOWN
WERE ASSESSED BY HDR
STAFF ON 13 AUGUST 2024
AND SUBJECT TO REVIEW
AND APPROVAL BY MCAS
CHERRY POINT AND ACOE.
TO
B
EOW
TOB
COCO CO
CO
CO
CO
CO
S
BLDG 6071 (P-1100)
"VERTICAL LIFT FAN PROCESSING CENTER"
2-STY. WAREHOUSE
FFE=27.54
A/C (2)
FOHH
ETRANS
SW
AL
E
L/P
L/P
SIGN
(TYP.)
AS
PH
AL
T
PA
RK
IN
G
L O
T
G GM
BOL(TYP.)
GRAVEL
INV=25.21
C CMH
RIM=26.30
CONC. WALL
GR
AV
EL
CONC.
CONC. SCO
GR
AV
EL
PA
RK
IN
G L
O T
WHEEL STOP
(TYP.)
SCO
SCO
SCO
ROOF DRN
CONC.
WHEEL STOP
(TYP.)
ETRANS
M M M
BO
L(
TY
P.
EM
S
AF
ET
Y
SW
IT
CH
(T
YP
A /C
2)
AW
NI
NG
FF
E
=2 7.
FF
E
=2 7.
CONC. WALL
LA
DD
ER
A/C
SW
AL
E
CB
SD
CONC. HW
INV=21.60
"C
O
NC
24"CONC. FES
INV=20.68
AC ACM
M
L/P
L/P
GRAVEL, ROCK & SAND
L/P
L/P
EPANEL
1-STY.
BRICK
SHED CO
NC
. COL
(TYP.)
EPANEL
CONC.
SW
AL
E
TO
S
TO
B
CONC.
IR
V
SI
GN
A/C
LP
O/H STEAM
COND.(2)
COND.(3)
COND.(6)
COND.(6)
0.5"PIPE(BENT)
(TYP.)
MB
ARV
SIGN(TYP.)
EXPOSED PIPE
MACHINERY
RIPRAP
TOB
TOS
TOS
TO
B
AC
CB
MM
DITCH
TOB
TOS
TOS
TOB
GRAVEL
GRAVEL
IRV
BLDG 6064 (P-990)
"VERTICAL LIFT FAN TEST FACILITY"
2-STY. BRICK BUILDING
FFE=26.60
FFE=26.58 FFE=26.52
FFE=26.61
FF
E=
.6
FF
E=
.6
FFE=26.60
GRAVEL
PIV
FFE=27.48
GARAGE DOOR
FFE=27.51
GRAVEL
METAL STAIRSCONC.
0.5"PIPE(BENT)
(TYP.)
ARV
EPANEL
A/C
CONC.
CO
CO SCO
A /C
RIPRAP
DITCH
TOB
TOS
TOS
TOB
DI
TC
H
TO
S
TO
S
TO
B
TO
B
CONC.
SAN
6"I
RON
6"PVC ~
CO
W/GROUND
ROD
CO
W/GROUND
ROD
FL
O
W
"C
O
NC
W
/F
IB
ER
G
LA
SS
SL
EE
VE
FL
O
W
6"PVC
CONNECTION
NOT FOUND
SD
SD
SD
SD
FL
O
W
FL
O
W
"C
O
NC
W
/F
IB
ER
G
LA
SS
SL
EE
VE
CONC.
ACACAC
A /C
(3
10"METAL
UNDER
PAVEMENT
ES
ES
ES
ES
ESES ES
ES
ES
ES
ES
ES ES
ES
ES
ES
ES
ES
ESES
ESESES
ES ES
ES
ES
ES
ES
ES
EOI
EOI
ESWITCH (2)
EOI
EOI
EOI
EOI
G
G
G
G
G
E O I
EOI
E O
I
EOI
CO W/GROUND ROD
W
TOB6"OAK (TYP.)
BLDG 4931
1-STY. BR.
FFE=26.11
SAN
8"PVC 8"P
VC
W
MIXED TREES
48"PINE
TOB
DITCH
CONC. HEADWALL
30"CONC. (3 PIPES)
IN
V=19.19
IN
V=19.24
6'CLF W/BW
B C
INV=19.26
INV=19.29
INV=19.28
A B C
BOL
(TYP.)
FLO
W
SD 21"PINE
15"PINE
MIXED TREES
TOB
6'CLF W/BW
WOODSLINE
SWALE
TO
S
TO
B
TO
S
TO
B
TOB
TOS
WOODSLINE
RIP-RAP
RIP-RAP
FH
PIV#84
WM
WM
WV(5)
PIV#85
PIV#86
WCO
PIV#92
PIV#94
PIV#93
PIV#91
PIV#89
PIV #88
PIV#87PIV#90
WCO
MIXED TREES
ES
ES
ES
ES
ES
E
O I
2W"(QL-C)
8"DI(QL-C)
10"DI
10"DI
(QL-B)
6"PVC (QL-C)
(QL-B)
(QL-B)
ES
(Q L-
C
UNKNOWN UTILITY LINE (QL-B)
ETRANS NO#
BORING-PDA_S-3
SAN SAN
SAN
SAN
SAN
SAN SAN
SAN
SD
SD
SD
SD
SAN
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D LOD
LOD
LOD
LO
D
LO
DLODLODLODLOD
LO
DLO
D
LO
D LOD LOD LOD LO
D
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD125
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
0.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
1:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C
H L
IN
E
- A 1/
C D
MATCH LINE - A1/ CD115
M
AT
C H
L
IN
E
- A
1/ C
D
MATCH LINE - A1/ CD135
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y DHY D
H Y
D
H
Y D
H Y D
H Y D
H
YD
H Y D
H Y
DH
Y D
H YD
HY D
H
Y D
H Y D
H
YD
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
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
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
PLAN
NORTH
TR
U
E N
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934654
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD100-CD124 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD115 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD126 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD135 DEMOLITION PLAN
TOB
TOB
DITCH
TOS
TOS
TOB
DITCH
TOS
TOB
TOS
EOW
EOW
TOB
DITCH
TOS
TOS
TOB
DITCH
TOBTOSTOS
TOB
E O
I
FENCE GUY(2)
TO
S
TO
B
TO
B
TO
S
SWALE
FENCE GUY(2)
7' C
LF
W
/B W
BOL(2)
W
OO
DS
LI
NE
S
S
FH
TOS
TOB
TOB
TOS
6'CLF W/BW
SWALE
INV=19.52
INV=20.18
24" CONC.
TOS
TOB
TOB
18"PINE
24"OAK 12"OAK
12"OAK
8"GUM
20"GUM
10"GUM
12"GUM 12"GUM 15"GUM
WOODSLINE
WOODSLINE
INV=20.08
INV=20.6424
" C
O
NC
CONC. WALK
CONC. WALK
18"C&G
18"C&G
24"C&G
SANSANSANSANSANSANSAN
SD
SAN
WOODSLINE
WOODSLINE
5509 5511
"C
O
NC
"x
C O
N C
"C
O
NC
FL
OW
CONC. WALK
CONC. WALK
WOODSLINE
WOODSLINE
TOB
TOS
TOS
TOB
MIXED TREES
MIXED TREES & BRUSH MIXED TREES & BRUSH
MIXED TREES & BRUSH
8"IRON
EOI
EOI
E O
I
E O
I
E O
I
E O
I
EO
I
E O
I
(QL-B)
(QL-B)
(QL-B)
(QL-B)
"x
"C
O N
C
"C
O
NC
SD
SD
SD
SD
UNKNOWN UTILITY LINE (QL-B)
UNKNOWN UTILITY
LINE (QL-B)
EO
I
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LO
D
LO
D
WETLAND LIMITS SHOWN
WERE ASSESSED BY HDR
STAFF ON 13 AUGUST 2024
AND SUBJECT TO REVIEW
AND APPROVAL BY MCAS
CHERRY POINT AND ACOE.
WETLAND LIMITS SHOWN
WERE ASSESSED BY HDR
STAFF ON 13 AUGUST 2024
AND SUBJECT TO REVIEW
AND APPROVAL BY MCAS
CHERRY POINT AND ACOE.
12 1212
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD126
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
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.2 _W
IP
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_C iv il_
C \0
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_S he et s\
C U
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-C D
6.
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L
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LA
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ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
D
EP
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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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
DEMOLITION KEYNOTES
M
AT
C H
LI
N
E
- A
1/ C
D
MATCHLINE - A1/ CD116
M
AT
C H
LI
N
E
- A
1/ C
D
WB-67 - Interstate Semi-Trailer
EV EV
VIP VIP VIP VIP VIP
H Y D
HY D
H Y
D
HY
D
H
Y D
H Y D
H YD
H Y D
H Y DHY D
H
Y D
H
Y D
H YD
H Y D
H YD
ASPHALT SURFACE
ASPHALT SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
FIKE DR
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
PLAN
NORTH
TR
U
E N
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934655
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD100-CD125 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD116 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD127 DEMOLITION PLAN
SW
AL
E
7'CLF W/BW
DITCH
TOB
TOS
TOS
TOB
S
S
SAN
SAN
8"PVC
8"CLAY
6"CLAY
FLO
W
ASPHALT
SURFACE
48"OAK
30"OAK
30"DEAD
30"OAK
24"SYCAMORE
36"SYCAMORE SD
SD
SD
SD
12"CONC.
FLOW
12"CONC.
15"CO
NC.
FLO
W
19"x30"C O
N C
FLO
W
CONC. HW
INV=20.10
CONC. HW
INV=19.82
24"C&G
24"C&G
24"C&G
24"C&G
"C
&G
"C
&G
TOB
FLOW
BRUSH
BRUSH
E O I
E O
I
E O I
E O
I
EOI
E O
I
E O
I
S
TOS
TOB
TOB
TOS
6'CLF W/BW
10"GUM
8"GUM 8"GUM
10"GUM
12"GUM
10"GUM
12"GUM
30"GUM 18"GUM
WOODSLINE
WOODSLINE
CONC. WALK
CONC. WALK
24"C&G
SAN SAN
24"C&G
24"C&G
WOODSLINE
WOODSLINE
MIXED TREES & BRUSH
MIXED TREES & BRUSH
SAN
SAN
SAN
SAN
SAN
SAN
8"IRON
SI
ZE
A
ND
M
AT
ER
IA
L
NO
T
CO
NF
IR
M
ED
E O
I
E O
I
E O
I
EO
I
E O
I
(QL-B)
(QL-B)
(Q L- B)
UNKNOWN UTILITY LINE (QL-B)
UNKNOWN UTILITY LINE (QL-B)
UN
KN
OW
N
UT
ILI
TY
LI
NE
8"IRON
SAN
SAN
SAN
SAN
SAN
SAN
E O
I
CONC. WALK
CONC. WALK
542 543
545 544
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LODLODLODLODLOD
LODLODLODLODLODLODLODLOD
WETLAND LIMITS SHOWN
WERE ASSESSED BY HDR
STAFF ON 13 AUGUST 2024
AND SUBJECT TO REVIEW
AND APPROVAL BY MCAS
CHERRY POINT AND ACOE.
(TYP)
11 12
17 12
21 22 21
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD127
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
6.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C
H
LI
N E
- A 1/
C D
MATCHLINE - A1/ CD117
M
AT
C H
LI
N
E
- A
1/ C
D
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H
Y D
HY D
H Y
D
H
YD
H Y D
H Y D
H YD
H Y D
H Y DHY D
H
Y D
H
Y D
H YD
H Y D
H YD
ASPHALT SURFACE
ASPHALT SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
FIKE DR
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
PLAN
NORTH
TR
U
E N
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934656
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD126-CD126 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD117 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD126-CD128 DEMOLITION PLAN
BRUSH
EO
I
E O I
6' C
LF
W
/B W
CB
W
DI
TC
H
TO
B
TO
B
TO
S
TO
S
WOODSLINE
SD
SD INV=
19.23
15"CONC
MIXED TREES
DI
RT
G
RA
VE
L
SU
RF
AC
E
LOD LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLOD
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD128
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
6.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C
H
LI
N E
- A 1/
C D
MATCHLINE - A1/ CD118
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y DHY D
H Y
D
H Y D
H Y D
H Y D
H YD
H Y D
H
Y DHY D
H YD
HY D
H
YD
H Y D
H YD
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
FIKE DR
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
PLAN
NORTH
TR
U
E N
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934657
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD126-CD127 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD118 DEMOLITION PLAN
CONC. HW
INV=19.11
E
CO
SD
E S
T
12"CPP
SW
ALE
CONC. WALK
24"C&G
GATE
7'CLF
W/BW
L/P
CONC.
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT SURFACE
SD
23"x13"CONC.
TOB TOB
INV=19.10
INV=19.43
18"CONC.
FLO
W
7'CLF W
/BW
EMH
RIM=21.74
POST
POST
GATE
PVC CONDUIT
TOB
TOB
CONC. HW
INV=18.32
DITCH
DITCH
DITCH
TOS
TOS
CONC. HW
INV=18.33
CONC. HW
INV=18.54
18"CONC.
FLOW
TOB
DITCH
TOS
18"CONC.
INV=18.33
INV=17.94
18"CONC.
CONC. HW (BROKEN)
INV=18.45
INV=18.42
FLOW
FLO
W
SIGN
ASPHALT SURFACE
POST (4)
GATE
DITCH
DITCH
TOB
TOS
TOS
TOB
DITCH
TOB
TOB
SIGN (TYP.)
SD
SD
INV=17.88
24"CONC.
FO
SD
E
E
EP
FO
S
T
TR LIGHT (2)
OIL/WATER SEPARATOR
RIM=22.48
GUARD HOUSE
ETRANS
LOCKBOX ON METAL POST
2"M
TL CONDUIT
24"CONC. FES
INV=18.10
24"CONC.
INV=17.35
FLO
W
24"CONC.
FLO
W
CONC. WALK
POST
W/BARRIER
(TYP.)
GUARDRAIL
GUARDRAIL
PIV
OIL/WATER SEPARATOR
RIM=22.30
L/P NO #
7'CLF W
/BW
7'CLF W
/BW
CONC.
7'CLF W
/BW
SIGN (TYP.)
RR
T
RA
CK
S
GR
AV
EL
GR
AV
EL
TOB
TOB
ETRANS (2)
GUARD HOUSE
TR LIGHT
4"PVC
TO
P=19.38
INV=18.01
DITCH
TOSTOS
TOB
TOB
SW
AL
E
SW
AL
E
6' C
LF
W
/B W
CONC. HW
INV=16.23
CONC. HW
INV=15.67
18"CONC.
FLO
W
RIPRAP
TR LIGHT
24"PECAN
WV
DITCH
ASPHALT SURFACE
TO
B
CPT
TOB
TOBTOB
SAN
8"CONC.
FLO
W
SAN
SAN
SAN
SAN
SAN
SAN
8"CONC.
6"PVC
FLOW
6"PVC
FLOW
6"PVC
6"
PV
C
SD
SD
SD15"CONC.
FLOW
15"CONC.
FLO
W
CB
SD
"C
ONC.
FL
OW
FLOW
E E
E E
8"IRON
FLOW
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COM
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COM
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COM
M
CO
M
M
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
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M
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CO
M
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COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COM
M
COM
M COMM
CO
M
M
COM
M
CO
M
M
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
E
EOI
EOI
EOI
EOI
EOI
WV (2)FH
TVAULT
EOI
EOI
FH
WV
PIV
FOWP
FH E
O
I
TMH
RIM=22.31
EOI
J
JBOX
TPED #PDB260101 TMH
RIM=21.49
EOI
EOIEOI
EOI
EOI
EMH
RIM=21.19
EOI
EOI
EOI
EMH
RIM=21.48
E O I
EOI
ES
ES
ES
ES
ES
ES
ES
EOI
EOI
EOIEOI
CONTROL PANEL
EOI
(QL-B)
(Q L-B)
(Q L-B)
(Q L-B)
(Q L-B)
(QL-B)
(QL-B)
(Q L-B)
(Q L-B)
(QL-B)
(Q L-B)
(Q L-B)
(Q L-B)
(Q L-B)
(QL-B)
(Q L-B)
(QL-B)
(Q L-B)
EOI
CUNNING
HAM
BLVD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD132
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
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_C iv il_
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_S he et s\
C U
I-1
-C D
6.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C H
LI
N
E
- A
1/ C
D
MATCHLINE - A1/ CD122
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y D H Y
D
H
YD
H Y
D
H
Y D
H Y
D
H
Y D
H
Y D
H Y DH
Y D
H YD
HY D
H YD
H
Y
D
H
Y
D
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
FIKE DR
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
PLAN
NORTH
TR
U
E N
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934658
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD126-CD133 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD122 DEMOLITION PLAN
ES
CB
CB
W
CONC. S
URFACE
ASPHALT
SURFACE
DITC
H
TOB
TOB
TO
S
TOS
DITC
H
TO
B
TO
B
TO
S
TO
S
DI
TC
H
TO
B
TO
B
TO
S
TO
S
DITCH
TO
B
TOB
TOS
TOS
SFMV
GRAVEL S
URFACE
CONC.
GRAVEL S
URFA
CE
RIPRAP
CONC. H
W
IN
V=7
.68
CONC.(TYP.)
FES
INV=11.45
INV=14.20
INV=14.14
FL
O
W
"C
M P.
FES
IN
V=1 3.0
INV=
.57
IN
V=
.7
CONC.
CONC.
CONC. H
W
CONC. H
W
SWALE
CONC. H
W
IN
V=1
3.3
CONC.
6"I
RONPIPE
CONC.
STAIRS
SIGN
SD
SD
SD
FLOW
18"CONC.
FLOW
15"CONC.
SD
6'CLF W/BW
SURFACE
DI
TC
H
TO
B
TO
B
WV(2)
CONC.
WEIR
COL
(TY
P.)
TO
B
TO
B
DITCH
TOB
TOB
TOS
TOS
SW
AL
E
"C
ON
C.
FL
O
W
36"CONC.FLOW
BOL(T
YP.)
E E-C
AB
OIL/
WATER
SEPARATOR
WWP
WATER VENT
FH
SW
AL
E
DI
TC
H
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
C
CWP
PUMP
EOI
6"P
VC IN
V
=1 4.9
W W
ES
ES
ES
ES
ES
ES
ES
ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD133
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
6.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
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
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
AT
C
H
LI
N E
- A 1/
C D
MATCHLINE - A1/ CD123
WB-67 - Interstate Semi-Trailer
EV EV VIP VIP VIP VIP VIP
H Y D H Y
D
H
YD
HY
D
H
Y D
H Y
D
H
Y D
H
Y D
H Y DH
Y D
H YD
HY D
H YD
H
Y
D
H
Y D
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
FIKE DR
CD105 CD106
CD118CD117CD116CD115CD114CD113CD112
CD128CD127CD126CD125CD124CD122
CD132 CD135
CD145
CD134
CD144
CD123
CD133
CD154
CD164
CD119
CD107 CD108 CD109
DEMOLITION KEYNOTES
PLAN
NORTH
TR
U
E N
M
AT
C H
LI
N
E
- A
1/ C
D
A1 DEMOLITION PLAN
SCALE: 1" = 40' (22" X 34")
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934659
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CD126-CD132 DEMOLITION PLAN
MULTICORELINK:CUI-1786799-CD100-CD123 DEMOLITION PLAN
SD
SD
"C
ONC.
GRAVEL S
URFACE
INV=17.34
INV=17.43
SWALE
SWALE
SWALE
SWALE
SWALE
TO
S
TOB
TO
B
TO
S
DITC
H
TO
S
TOS
TO
B
TO
S
TOB
TOB
DITCH
TOS
TOS
H
R/W
LI
GHT
(TYP.)
ASPHALT SURFACE
ASPHALT
SURFACE
CONC.
SIGN
HH
GROUND ROD
EXPOSED PIPE
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
COMM
H
H
EOI
EOI
EOI
EOI
CB
DITCH
TO
B
TOB
TOS
TOS
ASPHALT
SURFACE
TOS
TOB
ES
ES
ES
ES
ES
EHH(TYP.)
ES
ES
ES
EHH(TYP.)
EOI
EOI EOI
EO
I
H
H H
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
RUNWAY 05
R
MARYLO
U R
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD LOD LOD
LO
D
1. A1/ C-001 FOR DEMOLITION LEGEND.
2. A1/ C-002 FOR DEMOLITION GENERAL NOTES.
3. SAWCUT AND REMOVE SIDEWALK AT EXISTING EXPANSION
OR CONSTRUCTION JOINT. SAWCUT AND REMOVE CURB AT
EXISTING EXPANSION OR CONSTRUCTION JOINT WHEN
CURBING IS TO REMAIN. USE A DOUBLE SAWCUT FOR PCC
AIRFIELD PAVEMENT REMOVALS PER DETAIL C4/CT508. USE
SINGLE FULL DEPTH, VERTICAL SAWCUT FOR AIRFIELD ACC.
4. UTILITIES WITHIN LIMITS OF DISTURBANCE WILL BE
PROTECTED IN PLACE UNLESS OTHERWISE DIRECTED.
5. FIELD VERIFY UTILITIES IDENTIFIED AS ABANDONED OR NOT
IN USE PRIOR TO REMOVAL. NOTIFY CONTRACTING OFFICER
IF UTILITIES MARKED AS ABANDONED ARE STILL IN USE.
6. NOT ALL KEYNOTES APPLY TO EVERY PLAN SHEET.
7. DEMOLITION SHALL BE COORDINATED WITH PROPOSED
IMPROVEMENTS.
8. EXISTING HYDRANT AND VALVE TO BE REMOVED CAN BE
REUSED WITH APPROVAL OF CONTRACTING OFFICER.
1. REMOVE AND DISPOSE AIRFIELD PCCP
2. REMOVE AND DISPOSE AIRFIELD HMA
3. REMOVE AND DISPOSE HMA PAVEMENT
4. REMOVE AND DISPOSE GRAVEL SURFACE
5. REMOVE AND DISPOSE PCC CURB
6. REMOVE PCC SIDEWALK TO THE NEAREST JOINT AND DISPOSE
7. REMOVE AND DISPOSE STRUCTURE
8. REMOVE AND DISPOSE TRAFFIC SIGN
9. REMOVE AND STORE EXISTING FENCE FOR RELOCATION
10. CLEAR AND GRUB
11. HEAVY CLEAR AND GRUB
12. REMOVE AND DISPOSE TREE
13. WETLAND IMPACT
14. PROTECT IN PLACE
15. REMOVE AND DISPOSE WATER LINE
16. REMOVE AND DISPOSE FIRE HYDRANT, 6" VALVE; 8" VALVE AND
PLUG
17. REMOVE AND DISPOSE ABANDONED UTILITY LINE (SEE NOTE 5)
18. REMOVE AND DISPOSE STORM PIPE
19. REMOVE AND DISPOSE STORM STRUCTURE
20. REMOVE AND DISPOSE HEADWALL
21. REMOVE AND DISPOSE SEWER PIPE
22. REMOVE AND DISPOSE SEWER MANHOLE
23. REMOVE AND SALVAGE LIGHT POLE
24. REMOVE AND DISPOSE ELECTRICAL CONDUIT
25. REMOVE AND DISPOSE COMMUNICATION CONDUIT
26. REMOVE AND DISPOSE SITE STRUCTURE
27. REMOVE AND DISPOSE CONCRETE LINED DITCH
28. CUT AND CAP
29. TEMPORARY SECURITY FENCE TO BE INSTALLED PRIOR TO
SECURITY FENCE DEMOLITION IN THIS AREA.
30. EXISTING METAL SHED TO BE REMOVED AND DISPOSED
31. REMOVE AND DISPOSE FULL DEPTH PAVEMENT - COORDINATE
WITH UTILITIES IMPROVEMENTS.
32. SAWCUT AND REMOVE APPROX. 100 LF OF EX CURB AND
GUTTER COORD. WITH INSTALLATION OF GRAVEL ACCESS ROAD.
33. EX. 8" FIRE MAIN TO BE REMOVED AND DISPOSED. COORDINATE
WITH UTILITY IMPROVEMENTS.
DE
MO
LIT
IO
N
PL
AN
GDH EAA DTB
1" = 40'
CD134
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
\2
0\
\6
.0 _C
AD
_B
IM
\6
.2 _W
IP
\6
.2 .3
_P ro du ct io n\
_C iv il_
C \0
5.
_S he et s\
C U
I-1
-C D
6.
dw g
L
AY
O U
T N
AM
E:
C D
D
EM
O
LI
TI
O
N P
LA
N
P
LO
TT
ED
: M on da y, D ec em be r 1 5,
- 1
0:
am U
SE
R
: E
AR
R O
W O
O D
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
OF
EPROJECT NO.:
CU
I
CUI
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
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
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