Amendment 0006 1786799dwg11of28Volume2Part-2.pdf
PDF 42 MB Posted
- Solicitation number
- N4008526R0002
About this file
This file contains detailed architectural and engineering drawings for an airfield improvement project at MCAS Cherry Point, North Carolina. The drawings are part of Amendment 0006 to a final design submittal dated 12/16/2025, prepared by HDR Engineering Inc. for Naval Facilities Engineering Systems Command (NAVFAC) under construction contract N40085-20-F-4290, with project number 1786799.
The drawings encompass airfield marking plans (sheets CT460-CT469), airfield jointing and spot elevation plans (sheets CT470-CT485), and detailed specifications for airfield construction (sheets CT501-CT511). Key project elements include pavement markings for taxiways, runway designations, and apron areas; jointing patterns with doweled construction joints, contraction joints, and expansion joints; spot elevations for concrete pavement surfaces; aircraft-rated drainage structures and cleanout details; concrete pavement thickness specifications ranging from 8 to 20 inches with reinforcement requirements; marking layout control points with precise northing and easting coordinates; and special details for features such as mooring eyes, jet blast deflectors, gates, and runway closure indicators. The specifications include retroreflective paint markings in white and yellow per federal standards, sodium silicate sealer applications, and structural design requirements for precast concrete products accounting for aircraft wheel loads of 100,000 pounds. The project involves coordination between multiple construction elements including utilities, lighting poles, and bridge work, with deferred submittals required for structural designs of certain components prior to installation.
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1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. SEE EA SHEETS FOR AIRFIELD LIGHTING.
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NOT IN
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NODE BLDG
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NOT IN
CONTRACT
P-993 APRON
TAXIWAY P
SHEEP RD
SHEEP RD
BLDG
P-991
BLDG P-1066
NOT IN
CONTRACT
BLDG
P-1100
BLDG
P-990
SHEEP RD
CUNNINGHAM BLVD
MARYLOU RD
FONTANA BLVD
SCUFF AND
REFRESH FACILITY
NOT IN CONTRACT
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A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
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IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
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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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
O
VE
R
AL
L
JCB TOS EJM
1"=300'
CT460
200 400 FT.0
1"=200'
GENERAL NOTES
600 FT.300
1"=300'SCALE:1" = 300' (22" X 34")A1 AIRFIELD MARKING PLAN - OVERALL
PLAN
NORTH GRAPHIC SCALE(S)
12-11-2012-16-25
12934961
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934961
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
H
Y
D
H
Y
D
T
COCOCO COCO
CO CO CO CO CO CO CO CO
CO CO CO
CO
COCO
CO
CO
CO
EV EV VIP VIP VIP VIP VIP
NO PARKING
LOADING ZONE
BLDG P-993
SHEEP RD
LIFT
STATION
WATER
TOWER
SHEEP RD
BLDG
P-995
BY OTHERS
(REFER TO CONSTRUCTION CONTRACT NO. XXXX)
GSE CANOPY
159 160
177 178 181 182
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
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
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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT461
MATCHLINE - SEE SHEET CT464
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
MA
TC
HL
IN
E
- S
EE
S
HE
ET
CT
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934962
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934962
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
CB
CB
BL
DG
P -9
FUTURE BLDG
P-1055
BY OTHERS
SHEEP RD
(RESERVE FOR POTENTIAL
CONTRACTING LAYDOWN AREA)
164 25' 25'
185186
227228
229230
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
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
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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT462
MATCHLINE - SEE SHEET CT465
MA
TC
HL
IN
E
- S
EE
S
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934963
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934963
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
G
CB
EOI
EOI
EOI
EOI
EOI
ES
SAN SAN
SAN
SAN
SAN
SAN SAN
SAN
W W
W W
WW
SD
SD
SD
SD
SAN
W
W
W
SCUFF AND REFRESH
FACILITY AND APRON
(BY OTHERS)
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
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
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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT463
MATCHLINE - SEE SHEET CT466
MA
TC
HL
IN
E
- S
EE
S
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934964
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934964
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
TOW ONLY TOW ONLY
50'50'50'50'
P-993 APRON
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
5758596061626364656667686970717273747576
78 79
83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112
0'
25'
25' 25' 25' 25' 25' 25'
25' 25'
25' 25' 25' 25' 25' 25'
25' 25' 25' 25'
25'
25'
25'25 ' 25' 25'
25' 25'
25' 25'
25' 25'25'25'25'25'
25'25'
'25'
25'
133134
136137138139140141142143 144145146
148149
151152153154155156157
158 161
175 176 179 180 183
196 197 198 199 200 201 202 203 204
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
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
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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT464
MA
TC
HL
IN
E
- S
EE
S
MATCHLINE - SEE SHEET CT461
MA
TC
HL
IN
E
- S
EE
S
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934965
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934965
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
TOW ONLY
TOW
ONLY
TOW
ONLY
50'
P-993 APRON
TOW
ONLY
37 38 39 40 41 42 43
5253545556
25'
25' 25' 25' 25' 25' 25'
25'25 '25'25 '25'25 '25'
115 116 117 118 119
127128
166 167
168 169
170 171
205 206 207
NO
E
NG
IN
E
CL
OS
ER
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
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
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
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT465
MA
TC
HL
IN
E
- S
EE
S
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
MATCHLINE - SEE SHEET CT462
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934966
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934966
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
CBCB
TYP.
"T
AX
IW
AY
P
MARYLO
U RD
12 13
125'
188 189
190 191
192 193
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT466
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
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
MATCHLINE - SEE SHEET CT463
MATCHLINE - SEE SHEET CT467
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934967
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934967
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ES
ES
ES
"TAXIWAY P"
RUNWAY 5-2
05 06
10 11
150'
150'
125'
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT469.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
RUNWAY 5-2
ES
RUNWAY 5-2
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
JCB TOS EJM
1" = 40'
CT467
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
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
MATCHLINE - SEE SHEET CT466
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT462
MA
TC
HL
IN
E
- S
EE
A
BO
VE
MA
TC
HL
IN
E
- S
EE
B
EL
OW
MATCHLINE - SEE LEFT
MATCHLINE - SEE RIGHT GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934968
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934968
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
BL
DG
P -9
FUTURE BLDG
P-1055
BY OTHERS
SHEEP RD
(RESERVE FOR POTENTIAL
CONTRACTING LAYDOWN AREA)
164 25' 25'
25'
25'
185186
227228
229230
302303
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS, EA
SHEETS FOR AIRFIELD LIGHTING, AND SS SHEETS FOR BRIDGE.
2. ALL PAVEMENT MARKINGS, NOT MARKED FOR REMOVAL, WHICH ARE
REMOVED, MARRED OR DEGRADED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAINTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. TIE ALL NEW MARKINGS INTO EXISTING MARKINGS WHERE APPLICABLE.
4. SEE MARKING LAYOUT CONTROL POINTS ON SHEET CT468.
5. SEE STATIC GROUND MARKING LOCATIONS ON ES405 AND AIRFIELD
JOINTING & SPOT ELEVATION PLANS, AND DETAIL ON A1/EG503.
6. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
1. TAXIWAY AND TAXILANE CENTERLINE MARKING - SEE C1/CT506
2. TAXIWAY, TOWWAY AND APRON EDGE MARKING - SEE D1/CT506
3. DECEPTIVE PAVEMENT MARKING - SEE C3/CT506
4. HOLDING POSITION MARKINGS AND TAXIWAY CENTERLINE MARKING - SEE
A4/CT506
5. OBSTRUCTION CLEARANCE LINE MARKING - SEE A1/CT506
6. ROADWAY EDGE MARKING, ZIPPER STYLE - SEE B4/CT505
7. NOSE WHEEL SPOT MARKING - SEE A3/CT506
8. TOWWAY CENTERLINE MARKING - SEE B1/CT506
9. ROADWAY EDGE MARKING, 6" WHITE RETROREFLECTIVE
10. ROADWAY CENTERLINE MARKING, 6" WHITE RETROREFLECTIVE, 15 FT
DASHED WITH 25 FT BETWEEN
11. STOP BAR, 2' WIDE RETROREFLECTIVE ACROSS FULL LANE WIDTH
12. TAXIWAY CENTERLINE AT RUNWAY AND RUNWAY SIDE STRIPE - SEE
A4/CT505
13. TOW ONLY MARKING - WHITE RETROFLECTIVE PAINT WITH MINIMUM 24
INCH HIGH LETTERING
14. CONTRACTOR TO COORDINATE MARKINGS WITH FINAL SCUFF AND
REFRESH PROJECT MARKINGS
15. NO ENGINE CLOSER MARKING - WHITE RETROREFLECTIVE PAINT WITH
MINIMUM 12 INCH HIGH LETTERING
MARKING LAYOUT POINTS
POINT NO.
NORTHING
419810.13
419810.13
419785.13
419785.13
419694.46
419694.46
419669.46
419669.46
EASTING
2633480.23
2633455.23
2633455.23
2633385.23
2633480.23
2633455.23
2633455.23
2633385.23
AI
R
FI
EL
D M
AR
KI
N G
P
LA
N
BI
D
O
PT
IO
N
JCB TOS EJM
1" = 40'
CT468
MATCHLINE - SEE SHEET CT465
MA
TC
HL
IN
E
- S
EE
S
SHEET KEYNOTES
40 80 FT.0
1"=40'
EV EV VIP VI
P
VIP VI
P
VI
P
FIKE DR
CT461
CT465CT464CT463
CT466
CT467
CT468
GENERAL NOTES
KEY PLAN
SCALE:1" = 40' (22" X 34")A1 AIRFIELD MARKING PLAN - BID OPTION
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
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
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
12-11-2012-16-25
12934969
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934969
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
MARKING LAYOUT POINTS
POINT NO.
NORTHING
421910.86
422054.25
421949.68
422090.24
422086.56
422057.23
421997.62
421989.95
421806.67
421717.05
421717.05
420840.57
420840.57
420752.19
420380.34
420192.81
420228.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420178.16
420203.16
420203.16
420178.16
420326.16
420326.16
420351.16
420351.16
EASTING
2631418.72
2631558.14
2631665.69
2631718.07
2631727.04
2631770.25
2631831.55
2631839.44
2632027.94
2631940.80
2632065.80
2632065.80
2632190.80
2632102.41
2632474.26
2632661.79
2632697.15
2632697.15
2632705.23
2632755.23
2632780.23
2632830.23
2632855.23
2632905.23
2632930.23
2632980.23
2633005.23
2633055.23
2633080.23
2633130.23
2633155.23
2633205.23
2633230.23
2633280.23
2633305.23
2633355.23
2633380.23
2633430.23
2633455.23
2633505.23
2633530.23
2633580.23
2633616.73
2633616.73
2633641.73
2633611.73
2633641.73
2633616.73
2633616.73
2633611.73
MARKING LAYOUT POINTS
POINT NO.
NORTHING
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420351.16
420253.55
420271.23
420271.23
420221.23
420221.23
420203.55
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
EASTING
2633580.23
2633530.23
2633505.23
2633455.23
2633430.23
2633380.23
2633355.23
2633305.23
2633280.23
2633230.23
2633205.23
2633155.23
2633130.23
2633080.23
2633055.23
2633005.23
2632980.23
2632930.23
2632905.23
2632855.23
2632830.23
2632780.23
2632755.23
2632705.23
2632668.73
2632618.73
2632601.05
2632618.73
2632643.73
2632643.73
2632668.73
2632651.05
2632618.73
2632643.73
2632668.73
2632705.23
2632730.23
2632755.23
2632780.23
2632805.23
2632830.23
2632855.23
2632880.23
2632905.23
2632930.23
2632955.23
2632980.23
2633005.23
2633030.23
2633055.23
MARKING LAYOUT POINTS
POINT NO.
NORTHING
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420326.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
EASTING
2633080.23
2633105.23
2633130.23
2633155.23
2633180.23
2633205.23
2633230.23
2633255.23
2633280.23
2633305.23
2633330.23
2633355.23
2633380.23
2633405.23
2633430.23
2633455.23
2633480.23
2633505.23
2633530.23
2633555.23
2633580.23
2633580.23
2633555.23
2633530.23
2633505.23
2633480.23
2633455.23
2633430.23
2633405.23
2633380.23
2633355.23
2633330.23
2633305.23
2633280.23
2633255.23
2633230.23
2633205.23
2633180.23
2633155.23
2633130.23
2633105.23
2633080.23
2633055.23
2633030.23
2633005.23
2632980.23
2632955.23
2632930.23
2632905.23
2632880.23
MARKING LAYOUT POINTS
POINT NO.
NORTHING
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420203.16
420158.16
420014.05
420014.05
420158.16
420158.16
420012.88
420012.88
420190.66
420190.66
420265.66
420265.66
420351.16
420351.16
420385.91
420316.16
420316.16
420103.16
420103.16
420014.05
420014.05
420103.16
420103.16
420014.05
420014.05
420103.16
420103.16
420037.88
420037.88
420032.05
420888.70
420888.70
420988.70
420988.70
421088.70
421088.70
421178.66
421560.06
420252.09
420252.09
420252.09
420252.09
420252.09
420252.09
EASTING
2632855.23
2632830.23
2632805.23
2632780.23
2632755.23
2632730.23
2632705.23
2632810.06
2632810.06
2633172.98
2633172.98
2633480.23
2633480.23
2633455.23
2633664.64
2633747.28
2633664.64
2633747.28
2633664.64
2633740.78
2633803.21
2633823.46
2633803.46
2632648.40
2632760.06
2632760.06
2632860.06
2632860.06
2633122.98
2633122.98
2633222.98
2633222.98
2633430.23
2633430.23
2633385.23
2633385.23
2632028.55
2632103.05
2632028.55
2632103.05
2632028.55
2632103.05
2631891.83
2632233.62
2632730.23
2632805.23
2632880.23
2632955.23
2633030.23
2633105.23
MARKING LAYOUT POINTS
POINT NO.
NORTHING
420252.09
420252.09
420252.09
420252.09
420252.09
420252.09
421963.77
422017.54
422164.77
422269.34
422412.73
419987.88
419987.88
419897.55
419897.55
419872.55
419872.55
EASTING
2633180.23
2633255.23
2633330.23
2633405.23
2633480.23
2633555.23
2631812.58
2631864.87
2631874.82
2631767.28
2631906.70
2633455.23
2633385.23
2633480.23
2633455.23
2633455.23
2633385.23
AI
R
FI
EL
D M
AR
KI
N G
L
AY
O U
T
PO
IN
TS
JCB TOS EJM
NOT TO SCALE
CT469
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
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
12-11-2012-16-25
12934970
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934970
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS.
2. SEE EA SHEETS FOR AIRFIELD LIGHTING.
CBCB
CBCB
CBC
B
SD
SD
SD
SD
SD
CB
SAN
SAN
SAN
SAN
EEE
G
COCO CO
CO
CO
CO
CO
TRHH
G G
G
C
H
H
H
HH
M M M
CB
AC ACM
M
AC
CB
MM
CO
CO
SD
SD
CB
CB
CB
CO
CO
ACACAC
M
AREA UNDER
CONSTRUCTION
SD
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
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ES
ES
ES
ES
ES
ES
ES
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ES
ES
ES
ES
ES
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ES
ES
ES
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ES
ES
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ES
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ES
ES
ES
ES
ES
ES
ES
ES
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
U N
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UNK
UNK
UNK
UNK
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UNK
UNK
U N
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U N
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UNK
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EOI
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EOI
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COMM
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C O
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COMM
C O
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COMM
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C O
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CB
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COMM
CO
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C O
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ES
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DCW DCW DCW DCW
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SCM-34
W W
WW
W
W
W W
W
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W
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EV EV VIP VIP VIP VIP VIP
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27.09 (TOP OF FOUNDATION)
27.37 (TOP OF FOUNDATION)
27.32 (TOP OF FOUNDATION)
26.04 (TOP OF FOUNDATION)
CT484
CT482
CT483
CT481
CT480
CT479CT478CT477
CT476
CT475CT474CT473
CT472CT471
SS
W W
BLDG P-993
TELECOM
NODE BLDG
BLDG P-1055
NOT IN
CONTRACT
P-993 APRON
TAXIWAY P
SHEEP RD
SHEEP RD
BLDG
P-991
BLDG P-1066
NOT IN
CONTRACT
BLDG
P-1100
BLDG
P-990
SHEEP RD
SCUFF AND REFRESH
FACILITY
NOT IN CONTRACT
RUNWAY 05
R
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
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
AI
R
FI
EL
D J
O
IN
TI
N
G
S
PO
T
EL
EV
AT
IO
N
P
LA
N
O
VE
R
AL
L
JCB TOS EJM
1" = 150'
CT470
200 400 FT.0
1"=200'
GENERAL NOTES
300 FT.150
1"=150'SCALE:1" = 150' (22" X 34")
AIRFIELD JOINTING & SPOT ELEVATION PLAN - OVERALL
PLAN
NORTH
A1
GRAPHIC SCALE(S)
12-11-2012-16-25
12934971
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934971
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS, EA
SHEETS FOR AIRFIELD LIGHTING, AND SS SHEETS FOR BRIDGE.
2. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT. MATCH EXISTING ELEVATION
AT TIE-IN POINTS AND INTERPOLATE AT INTERIM SPOT ELEVATIONS. SEE
TYPICAL PAVEMENT SECTIONS TO OBTAIN GRADING SURFACE ELEVATIONS.
3. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT
WRITTEN APPROVAL OF THE DESIGNER OF RECORD. FOR PAVING TWO
LANES WIDE, MIDDLE JOINT CAN BE CHANGED FROM DOWELED
CONSTRUCTION JOINT TO DUMMY CONTRACTION JOINT. DOWELED
LINESTYLE FOR REFERENCE ONLY AND NOT REPRESENTATIVE OF DOWEL
LOCATIONS.
6. FOR BOLLARDS LOCATED ON AIRFIELD PAVEMENTS, USE CONCRETE FILLED
BOLLARD - PLATE, SEE DETAIL A4/C-515.
7. ANCHOR BOLTS FOR SUNSHADE TRUSS FASTENERS OR BOLLARDS SHALL
BE LOCATED NO LESS THAN 12 INCHES FROM A PAVEMENT JOINT.
8. GATE MANUFACTURER TO APPROVE FOUNDATION ELEVATIONS PRIOR TO
PLACING CONCRETE.
9. SLABS UNABLE TO BE PLACED WITH PAVER DUE TO UTILITY PENETRATIONS
WILL BE HAND POURED. DO NOT PAVE PARTIAL SLABS. EACH AIRFIELD
PAVEMENT SLAB MUST BE MONOLITHICALLY POURED.
10. GROUNDING AND TIE DOWN POINTS SHALL BE INSTALLED NO LESS THAN 2
FEET FROM PAVEMENT JOINTS. IF SPECIFIED LOCATION FALLS WITHIN 2
FEET OF A JOINT LINE, THE POINT SHALL BE MOVED TO BE 2 FEET FROM
THE JOINT.
11. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
DUMMY CONTRACTION JOINT - SEE D1/CT502
DOWELED CONTRACTION JOINT - SEE D2/CT502 - IF PAVING ONLY 1
LANE WIDE, CHANGE TO DOWELED CONSTRUCTION JOINT
DOWELED CONSTRUCTION JOINT - SEE C1/CT502
THICKENED EDGE EXPANSION JOINT - SEE C4/CT502
THICKENED EDGE JOINT - SEE A1/CT502
REINFORCED SLAB - SEE D4/CT502 (ANY PAVEMENT SLABS NOT
MARKED AS REINFORCED BUT THAT WILL HAVE PAVEMENT CORES
LARGER THAN 6 INCHES TAKEN OR WILL HAVE ANY PAVEMENT
PENETRATIONS GREATER THAN 6 INCHES IN DIAMETER SHALL ALSO
BE REINFORCED)
SODIUM SILICATE SEALER - SEE B1/CT505
SDSDSDSD
SDSDSDSD
SD
SD
SD
SD
SHEEP RD
GSE CANOPY
BL
DG
P -9
7 @
11.33'4 @ 11' = 44'8.17'
.66
.5'
26.
26.
26.
26.
26.
26.
26.
26.
27.
27.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
29.
29.
29.
26.
26.
26.
26.
26.
26.
26.
26.
27.
28.
27.
27.
27.
27.
27.
27.
27.
27.
27.
28.
27.
27.
27.
27.
27.
27.
27.
27.
27.
28.
27.
27.
27.
27.
27.
27.
27.
27.
28.
28.
27.
27.
27.
27.
27.
27.
27.
27.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
28.
28.
28.
28.
28.
28.
.17
9.5 8'
1. NAVY MOORING EYE/TIEDOWNS TO BE PROVIDED AT CENTER OF SHOWN
SLABS PER DETAIL A1 ON CT505.
2. THICKENED EDGE EXPANSION JOINT - SEE C4/CT502.
3. MATCH EXISTING ELEVATIONS.
4. SEE AIRCRAFT GROUNDING RECEPTACLE DETAIL ON A1/EG503.
5. FUTURE AIRCRAFT SUNSHADE (BY OTHERS)
6. UTILITY STUB-UPS ONLY. SEE CONDUIT TRANSITION TO ABOVE GRADE
DETAIL ON C3/ES501. FUTURE EQUIPMENT (BY OTHERS).
7. SEE LIGHTING POLE DETAIL ON ES503. SEE COORDINATE TABLE ON CT473.
FIELD VERIFY FINAL LIGHT POLE LOCATIONS AND COORDINATE WITH FINAL
CANOPY LOCATIONS.
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
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
AI
R
FI
EL
D J
O
IN
TI
N
G
S
PO
T
EL
EV
AT
IO
N
P
LA
N
JCB TOS EJM
1" = 20'
CT471
20 40 FT.0
1"=20'
MATCHLINE - SEE SHEET CT473 GENERAL NOTES
SHEET LEGEND
KEY PLAN
SHEET KEYNOTES
EV EV VIP VIP VIP VIP VIP
CT471 CT472
CT473 CT474 CT475
CT476
CT477 CT478 CT479
CT480
CT481
CT482
CT483
CT484
SCALE: 1" = 20' (22" X 34")A1 AIRFIELD JOINTING & SPOT ELEVATION PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934972
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934972
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
BLDG P-993
20' 20' 19.08' 18'
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
27.
27.
27.
27.
27.
27.
6 @
.22
5.3
3'
27.
27.
27.
27.
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS, EA
SHEETS FOR AIRFIELD LIGHTING, AND SS SHEETS FOR BRIDGE.
2. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT. MATCH EXISTING ELEVATION
AT TIE-IN POINTS AND INTERPOLATE AT INTERIM SPOT ELEVATIONS. SEE
TYPICAL PAVEMENT SECTIONS TO OBTAIN GRADING SURFACE ELEVATIONS.
3. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT
WRITTEN APPROVAL OF THE DESIGNER OF RECORD. FOR PAVING TWO
LANES WIDE, MIDDLE JOINT CAN BE CHANGED FROM DOWELED
CONSTRUCTION JOINT TO DUMMY CONTRACTION JOINT. DOWELED
LINESTYLE FOR REFERENCE ONLY AND NOT REPRESENTATIVE OF DOWEL
LOCATIONS.
6. FOR BOLLARDS LOCATED ON AIRFIELD PAVEMENTS, USE CONCRETE FILLED
BOLLARD - PLATE, SEE DETAIL A4/C-515.
7. ANCHOR BOLTS FOR SUNSHADE TRUSS FASTENERS OR BOLLARDS SHALL
BE LOCATED NO LESS THAN 12 INCHES FROM A PAVEMENT JOINT.
8. GATE MANUFACTURER TO APPROVE FOUNDATION ELEVATIONS PRIOR TO
PLACING CONCRETE.
9. SLABS UNABLE TO BE PLACED WITH PAVER DUE TO UTILITY PENETRATIONS
WILL BE HAND POURED. DO NOT PAVE PARTIAL SLABS. EACH AIRFIELD
PAVEMENT SLAB MUST BE MONOLITHICALLY POURED.
10. GROUNDING AND TIE DOWN POINTS SHALL BE INSTALLED NO LESS THAN 2
FEET FROM PAVEMENT JOINTS. IF SPECIFIED LOCATION FALLS WITHIN 2
FEET OF A JOINT LINE, THE POINT SHALL BE MOVED TO BE 2 FEET FROM
THE JOINT.
11. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
DUMMY CONTRACTION JOINT - SEE D1/CT502
DOWELED CONTRACTION JOINT - SEE D2/CT502 - IF PAVING ONLY 1
LANE WIDE, CHANGE TO DOWELED CONSTRUCTION JOINT
DOWELED CONSTRUCTION JOINT - SEE C1/CT502
THICKENED EDGE EXPANSION JOINT - SEE C4/CT502
THICKENED EDGE JOINT - SEE A1/CT502
REINFORCED SLAB - SEE D4/CT502 (ANY PAVEMENT SLABS NOT
MARKED AS REINFORCED BUT THAT WILL HAVE PAVEMENT CORES
LARGER THAN 6 INCHES TAKEN OR WILL HAVE ANY PAVEMENT
PENETRATIONS GREATER THAN 6 INCHES IN DIAMETER SHALL ALSO
BE REINFORCED)
SODIUM SILICATE SEALER - SEE B1/CT505
1. NAVY MOORING EYE/TIEDOWNS TO BE PROVIDED AT CENTER OF SHOWN
SLABS PER DETAIL A1 ON CT505.
2. THICKENED EDGE EXPANSION JOINT - SEE C4/CT502.
3. MATCH EXISTING ELEVATIONS.
4. SEE AIRCRAFT GROUNDING RECEPTACLE DETAIL ON A1/EG503.
5. FUTURE AIRCRAFT SUNSHADE (BY OTHERS)
6. UTILITY STUB-UPS ONLY. SEE CONDUIT TRANSITION TO ABOVE GRADE
DETAIL ON C3/ES501. FUTURE EQUIPMENT (BY OTHERS).
7. SEE LIGHTING POLE DETAIL ON ES503. SEE COORDINATE TABLE ON CT473.
FIELD VERIFY FINAL LIGHT POLE LOCATIONS AND COORDINATE WITH FINAL
CANOPY LOCATIONS.
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
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
AI
R
FI
EL
D J
O
IN
TI
N
G
S
PO
T
EL
EV
AT
IO
N
P
LA
N
JCB TOS EJM
1" = 20'
CT472
20 40 FT.0
1"=20'
MATCHLINE - SEE SHEET CT475
KEY PLAN
GENERAL NOTES
SHEET LEGEND
SHEET KEYNOTES
EV EV VIP VIP VIP VIP VIP
CT471 CT472
CT473 CT474 CT475
CT476
CT477 CT478 CT479
CT480
CT481
CT482
CT483
CT484
SCALE: 1" = 20' (22" X 34")A1 AIRFIELD JOINTING & SPOT ELEVATION PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934973
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934973
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ES
ES
ES
ES
ES
SD
SD SD SD
SD SD
BL
DG
P -9
6 @
.5'
.76
10.66'
12.17'
9'
.5'
27.
27.
27.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.90
28.80
28.
28.
28.72
28.
28.72
28.
28.77
27.
27.
27.
27.
28.
27.
28.
27.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
29.
28.
28.
28.
29.
29.
29.
29.
29.
29.
29.
29.
28.
28.
29.
29.
29.
29.
29.
29.
29.
29.
28.
28.
.65
.59
.52
.43
.35
.27
.19
.11
.02
.02
.57
.84
.68
.89
.63
.60
.46
27.
27.
26.
26.
26.
26.
26.
26.
26.
28.
27.
27.
27.
27.
26.
26.
26.
26.
26.
26.
26.
28.
28.
28.
27.
27.
27.
27.
27.
27.
27.
27.
27.
28.
28.
28.
28.
27.
27.
27.
27.
27.
27.
27.
27.
29.
28.
28.
28.
27.
27.
27.
27.
27.
27.
27.
27.
29.
29.
28.
28.
28.
27.
27.
27.
27.
27.
27.
27.
29.
29.
29.
28.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
28.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
28.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
29.
28.
28.
28.
28.
28.
28.
28.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
29.
11 @ 11' = 121'
17 @ 11' = 187'
.58
.45
.68
4 TYP.
28.
28.
28.
28.
28.
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS, EA
SHEETS FOR AIRFIELD LIGHTING, AND SS SHEETS FOR BRIDGE.
2. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT. MATCH EXISTING ELEVATION
AT TIE-IN POINTS AND INTERPOLATE AT INTERIM SPOT ELEVATIONS. SEE
TYPICAL PAVEMENT SECTIONS TO OBTAIN GRADING SURFACE ELEVATIONS.
3. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT
WRITTEN APPROVAL OF THE DESIGNER OF RECORD. FOR PAVING TWO
LANES WIDE, MIDDLE JOINT CAN BE CHANGED FROM DOWELED
CONSTRUCTION JOINT TO DUMMY CONTRACTION JOINT. DOWELED
LINESTYLE FOR REFERENCE ONLY AND NOT REPRESENTATIVE OF DOWEL
LOCATIONS.
6. FOR BOLLARDS LOCATED ON AIRFIELD PAVEMENTS, USE CONCRETE FILLED
BOLLARD - PLATE, SEE DETAIL A4/C-515.
7. ANCHOR BOLTS FOR SUNSHADE TRUSS FASTENERS OR BOLLARDS SHALL
BE LOCATED NO LESS THAN 12 INCHES FROM A PAVEMENT JOINT.
8. GATE MANUFACTURER TO APPROVE FOUNDATION ELEVATIONS PRIOR TO
PLACING CONCRETE.
9. SLABS UNABLE TO BE PLACED WITH PAVER DUE TO UTILITY PENETRATIONS
WILL BE HAND POURED. DO NOT PAVE PARTIAL SLABS. EACH AIRFIELD
PAVEMENT SLAB MUST BE MONOLITHICALLY POURED.
10. GROUNDING AND TIE DOWN POINTS SHALL BE INSTALLED NO LESS THAN 2
FEET FROM PAVEMENT JOINTS. IF SPECIFIED LOCATION FALLS WITHIN 2
FEET OF A JOINT LINE, THE POINT SHALL BE MOVED TO BE 2 FEET FROM
THE JOINT.
11. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
DUMMY CONTRACTION JOINT - SEE D1/CT502
DOWELED CONTRACTION JOINT - SEE D2/CT502 - IF PAVING ONLY 1
LANE WIDE, CHANGE TO DOWELED CONSTRUCTION JOINT
DOWELED CONSTRUCTION JOINT - SEE C1/CT502
THICKENED EDGE EXPANSION JOINT - SEE C4/CT502
THICKENED EDGE JOINT - SEE A1/CT502
REINFORCED SLAB - SEE D4/CT502 (ANY PAVEMENT SLABS NOT
MARKED AS REINFORCED BUT THAT WILL HAVE PAVEMENT CORES
LARGER THAN 6 INCHES TAKEN OR WILL HAVE ANY PAVEMENT
PENETRATIONS GREATER THAN 6 INCHES IN DIAMETER SHALL ALSO
BE REINFORCED)
SODIUM SILICATE SEALER - SEE B1/CT505
1. NAVY MOORING EYE/TIEDOWNS TO BE PROVIDED AT CENTER OF SHOWN
SLABS PER DETAIL A1 ON CT505.
2. THICKENED EDGE EXPANSION JOINT - SEE C4/CT502.
3. MATCH EXISTING ELEVATIONS.
4. SEE AIRCRAFT GROUNDING RECEPTACLE DETAIL ON A1/EG503.
5. FUTURE AIRCRAFT SUNSHADE (BY OTHERS)
6. UTILITY STUB-UPS ONLY. SEE CONDUIT TRANSITION TO ABOVE GRADE
DETAIL ON C3/ES501. FUTURE EQUIPMENT (BY OTHERS).
7. SEE LIGHTING POLE DETAIL ON ES503. SEE COORDINATE TABLE ON CT473.
FIELD VERIFY FINAL LIGHT POLE LOCATIONS AND COORDINATE WITH FINAL
CANOPY LOCATIONS.
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
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AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
NA
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FA
CI
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TI
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NG
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N40085-20-F-4290
FY
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N
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JCB TOS EJM
1" = 20'
CT473
MATCHLINE - SEE SHEET CT471
20 40 FT.0
1"=20'
MATCHLINE - SEE SHEET CT477
MA
TC
HL
IN
E
- S
EE
S
KEY PLAN
GENERAL NOTES
SHEET LEGEND
SHEET KEYNOTES
EV EV VIP VIP VIP VIP VIP
CT471 CT472
CT473 CT474 CT475
CT476
CT477 CT478 CT479
CT480
CT481
CT482
CT483
CT484
SCALE: 1" = 20' (22" X 34")A1 AIRFIELD JOINTING & SPOT ELEVATION PLAN
PLAN
NORTH
PLAN
NORTH
GRAPHIC SCALE(S)
12-11-2012-16-25
12934974
KTB/SHHKTB/SHHKTB/SHH
JWJJWJ
HPNHPN
MCAS CHERRY POINT
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
DLBDLB
12934974
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
2 2
BLDG P-993
6 @
.5'
5'
.61
6 @
.5'
5'
.61
.5'
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28.03
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27.98
28.
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28.
28.
28.
28.
28.71
28.
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.02
.02
29.
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.13
29.
29.
29.
2 2
TYP.
03 04
1. SEE CS SHEETS FOR CIVIL WORK OUTSIDE AIRFIELD PAVEMENTS, EA
SHEETS FOR AIRFIELD LIGHTING, AND SS SHEETS FOR BRIDGE.
2. SPOT ELEVATIONS ARE TO TOP OF PAVEMENT. MATCH EXISTING ELEVATION
AT TIE-IN POINTS AND INTERPOLATE AT INTERIM SPOT ELEVATIONS. SEE
TYPICAL PAVEMENT SECTIONS TO OBTAIN GRADING SURFACE ELEVATIONS.
3. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT
WRITTEN APPROVAL OF THE DESIGNER OF RECORD. FOR PAVING TWO
LANES WIDE, MIDDLE JOINT CAN BE CHANGED FROM DOWELED
CONSTRUCTION JOINT TO DUMMY CONTRACTION JOINT. DOWELED
LINESTYLE FOR REFERENCE ONLY AND NOT REPRESENTATIVE OF DOWEL
LOCATIONS.
6. FOR BOLLARDS LOCATED ON AIRFIELD PAVEMENTS, USE CONCRETE FILLED
BOLLARD - PLATE, SEE DETAIL A4/C-515.
7. ANCHOR BOLTS FOR SUNSHADE TRUSS FASTENERS OR BOLLARDS SHALL
BE LOCATED NO LESS THAN 12 INCHES FROM A PAVEMENT JOINT.
8. GATE MANUFACTURER TO APPROVE FOUNDATION ELEVATIONS PRIOR TO
PLACING CONCRETE.
9. SLABS UNABLE TO BE PLACED WITH PAVER DUE TO UTILITY PENETRATIONS
WILL BE HAND POURED. DO NOT PAVE PARTIAL SLABS. EACH AIRFIELD
PAVEMENT SLAB MUST BE MONOLITHICALLY POURED.
10. GROUNDING AND TIE DOWN POINTS SHALL BE INSTALLED NO LESS THAN 2
FEET FROM PAVEMENT JOINTS. IF SPECIFIED LOCATION FALLS WITHIN 2
FEET OF A JOINT LINE, THE POINT SHALL BE MOVED TO BE 2 FEET FROM
THE JOINT.
11. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
DUMMY CONTRACTION JOINT - SEE D1/CT502
DOWELED CONTRACTION JOINT - SEE D2/CT502 - IF PAVING ONLY 1
LANE WIDE, CHANGE TO DOWELED CONSTRUCTION JOINT
DOWELED CONSTRUCTION JOINT - SEE C1/CT502
THICKENED EDGE EXPANSION JOINT - SEE C4/CT502
THICKENED EDGE JOINT - SEE A1/CT502
REINFORCED SLAB - SEE D4/CT502 (ANY PAVEMENT SLABS NOT
MARKED AS REINFORCED BUT THAT WILL HAVE PAVEMENT CORES
LARGER THAN 6 INCHES TAKEN OR WILL HAVE ANY PAVEMENT
PENETRATIONS GREATER THAN 6 INCHES IN DIAMETER SHALL ALSO
BE REINFORCED)
SODIUM SILICATE SEALER - SEE B1/CT505
1. NAVY MOORING EYE/TIEDOWNS TO BE PROVIDED AT CENTER OF SHOWN
SLABS PER DETAIL A1 ON CT505.
2. THICKENED EDGE EXPANSION JOINT - SEE C4/CT502.
3. MATCH EXISTING ELEVATIONS.
4. SEE AIRCRAFT GROUNDING RECEPTACLE DETAIL ON A1/EG503.
5. FUTURE AIRCRAFT SUNSHADE (BY OTHERS)
6. UTILITY STUB-UPS ONLY. SEE CONDUIT TRANSITION TO ABOVE GRADE
DETAIL ON C3/ES501. FUTURE EQUIPMENT (BY OTHERS).
7. SEE LIGHTING POLE DETAIL ON ES503. SEE COORDINATE TABLE ON CT473.
FIELD VERIFY FINAL LIGHT POLE LOCATIONS AND COORDINATE WITH FINAL
CANOPY LOCATIONS.
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
S…
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