Amendment 0006 1786799dwg06of28Volume1Part-6.pdf
PDF 42 MB Posted
- Solicitation number
- N4008526R0002
About this file
This file comprises technical design drawings for erosion and sediment control (ESC) plans and grading/drainage improvements for the P993/F-35 Sustainment Center and Composite Repair Facility project at MCAS Cherry Point, North Carolina. The document includes detailed engineering drawings across three construction phases covering site preparation, erosion control measures, stormwater management, and final stabilization across approximately 419 pages. The plans incorporate multiple erosion and sediment control features including sediment basins with skimmer configurations, sediment fences, temporary seeding, rock check dams, turbidity curtains, inlet protection devices, and temporary diversion ditches designed to meet North Carolina Department of Environmental Quality (NC DEQ) standards and Army Corps of Engineers (ACOE) requirements for wetland protection.
The grading and drainage component addresses stormwater conveyance through PVC storm drain piping, reinforced concrete pipe (RCP) culverts, concrete catch basins, drop inlets, storm drain manholes, and junction boxes. Site improvements include trapezoidal channels, riprap outlets, and control structures to manage runoff from developed areas including parking lots, taxiways, aircraft aprons, and associated infrastructure. The plans reference geotechnical recommendations, identify wetland assessment limits subject to MCAS Cherry Point and ACOE approval, and incorporate airfield-specific design considerations including traffic-rated storm cleanouts and coordination with taxiway and apron construction. All construction details reference standard specifications and NCDOT standard drawings for stormwater infrastructure, with sequencing notes indicating phased removal of temporary erosion control measures as permanent grading and stabilization are completed.
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Text version
20 20
21 21
S
S
SAN
SAN
ASPHALT
SURFACE
SD
SD
SD
SD
24"C&G
24"C&G
24"C&G
24"C&G
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WETLAND LIMITS SHOWN
WERE ASSESSED BY HDR
STAFF ON 13 AUGUST 2024
AND SUBJECT TO REVIEW
AND APPROVAL BY MCAS
CHERRY POINT AND ACOE.
SFSFSFSFSFSFSFSF
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LOD LOD LOD LOD
LODLODLODLODLOD
LODLODLODLODLODLODLODLOD
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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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
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N40085-20-F-4290
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40 80 FT.0
1"=40'
GENERAL SHEET NOTES
M
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- A 1/
C G
6A
MATCHLINE - A1/ CG117A
M
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WB-67 - Interstate Semi-Trailer
EV EV
VIP VIP VIP VIP VIP
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CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934715
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG126A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG100A-CG117A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG128A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLOD
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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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A
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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 G
7A
MATCHLINE - A1/ CG118A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG128A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934716
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG127A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG100A-CG118A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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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P
LO
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: S at ur da y, D ec em be r 0
6,
- 7 :4
5p m
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
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N
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FO
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, V A
M
ID
LA
N
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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
G
3A
MATCHLINE - A1/ CG122A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG132A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934717
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG133A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG100A-CG122A EROSION AND SEDIMENT CONTROL PLAN - PHASE I
ES
CB
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ES
ES
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ES
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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
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W
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ES
ES
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ES
ES
ES
ES
ES
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
D
LO
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LO
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LO
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LO
D
LO
D
LO
D
LO
D
LO
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ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
FI
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AN
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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
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RI
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S
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TE
M
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PO
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CH
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P
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FY
M
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S
US
TA
IN
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EN
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CE
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ER
N
AV
AL
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N
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FO
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ID
LA
N
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AL
D
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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 G
2A
MATCHLINE - A1/ CG123A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
M
AT
C H
LI
N
E
- A
1/ C
G
4A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG133A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934718
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG132A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG100A-CG123A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG134A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
30 30
161617 17
18 19
23 24 26 27 28 29 31 32
131314 14
23 24
20 25
18 19
212121 22 23 24 26
SD
SD
H
SIGN
HH
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
ES
ES
ES
ES
ES
ES
ES
ES
EOI
EOI EOI
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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
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
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
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
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NAVFAC DRAWING NO.
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AV
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IL
IT
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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
MATCHLINE - A1/ CG124A
MATCHLINE - A1/ CG144A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
M
AT
C H
LI
N
E
- C
G
5A
PLAN
NORTH
TR
U
E N
M
AT
C H
LI
N
E
- A
1/ C
G
3A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG134A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934719
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG100A-CG124A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG144A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG135A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG133A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
212223
181819
CBC
B
SD
SD
METAL I
-B
EAM
W/TW (T
YP.)
7'C
LF
W
/BW
SD
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
MARYLO
U R
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.
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF SF SF SF
SF
SF SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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 LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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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\6
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: S at ur da y, D ec em be r 0
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U
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R : E
AR
R
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D
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TM
EN
T
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E
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AV
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A
B
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1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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
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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
MATCHLINE - A1/ CG125A
MATCHLINE - A1/ CG145A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
M
AT
C H
LI
N
E
- A
1/ C
G
4A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG135A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934720
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG100A-CG125A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG145A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG134A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
ES
ES
SIG
N (2
ES
ES
SD
CB
CB
CB
W
SD
SD
SD
SD
BOL (TYP.)
4'WDF
CONC.
E
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
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
W
W
W
W
W
H H
H
H
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
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
EOI
EOI
EOI
ES
EO
IEOI
EOI
H
EOI
EO
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H H H
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
ES
ES
ES
ES
ES
ES
ES
ES
ES
RUNWAY 05
R
UTLITY SHALL BE INSTALLED
ON DAY WITH NO
PRECIPITATION AND WITH
SAME DAY STABILIZATION
ACROSS DRAINAGE CHANNEL
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LO
D
LO
D
LO
DLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
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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
MATCHLINE - A1/ CG134A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
M
AT
C H
LI
N
E
- A
1/ C
G
5A
PLAN
NORTH
TR
U
E N
MATCHLINE - A1/CG154A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG144A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934721
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG134A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG145A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG154A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
21 22 23 24
32 33 34
232323
262626
GATE POST
GATE POST W
/LI
GHT
H
H
SIG
N(2)
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
COMM
COMM
COMM
COMM
COMM
COMM
COMM
H
H
EOI
EOI
EOI
SIG
N (2
H
ES
ES
ES
ES
RUNWAY 05
R
MARYLO
U R
D
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
REFER TO AIRFIELD ELECTRICAL
PLAN SHEETS FOR CONTINUATION.
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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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E:
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EN
T C
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PL
AN
PH
AS
E
P
LO
TT
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: S at ur da y, D ec em be r 0
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U
SE
R : E
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D
D
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T
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N
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A
B
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1 2 3 4 5
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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
MATCHLINE - A1/ CG135A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
M
AT
C H
LI
N
E
- A
1/ C
G
4A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG145A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934722
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG135A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG144A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
J
CBCB
CONC.
SD
SD
6'C
LF
W
/BW
SIG
N(TYP.)
1-S
TY.
TRANSFER STATION
ANTENNA SYSTEM
E
CB
CB
CB
CB
CB
D
AC
AC
AC
AC
H
E
FO
T
SD
SD
SD
SD
SD
SD
SD
BOL (
TYP.)
4'BOL FNC(TYP.)
SHEDPAD EYES(TYP.)
SD
SD
METAL
TRAILE
R
FFE=2
3.5
2-S
TY BRIC
K
#1
FFE=1
9.4
SHED
24"C&G
SIG
N(2)
A/C (4
BOL
4"W
ATERLIN
E
E
BOL (
TYP.)
CALL
BOX
GATE
TAYLO
R D
RIVE
FO
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
COMM
COMM
COMM
COMM
COMM
COMM
COMM
G
G
G
G
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
COMM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
H
H
H
H
H
E
E
E
FO
FO
T
T
T
W
EOI
EOI
EOIEOI
EOI
W
EOI
SHED
EOI
EOI
EOI
EOI
EOI
EOI
EOI
ES
ES
ES
ES
ES
ES
ES
EOI
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESGATE
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
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
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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
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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
MATCHLINE - A1/ CG144A
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
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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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
MATCHLINE - A1/ CG164A
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG154A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934723
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG144A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 MULTICORELINK:CUI-1786799-CG126A-CG164A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
ARV
CB
CB
CB
CB
CB
E T
SD
SD
BLD
G 13
"FRC M
ETAL W
AREHOUSE"
CONC.
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BOL (
TYP.)CONC. S
TEPS
CONC. P
ORCHA/C
4'H
ANDRAIL
CONC.
CONC. RAMP
CONC.
24"C&G
24"C&G
24"C&G
24"C&G CONC.
RAMP
CONC. W
ALL
(TYP)
3'H
ANDRAIL
CONC.
STEPS
A/C
AIRTANK
CONC.
RAMP
A/C
LA
NDSCAPE TIM
BERS(TYP)
CONC. S
TEPS
FFE=2
3.2
FFE=2
3.3
FFE=2
3.2
FFE=2
3.2
FFE=2
3.1
FFE=2
3.2
3'H
ANDRAIL(
TYP)
CONC. W
ALL
AIR VALV
E
TAYLO
R D
RIVEESES
ES
ES
ES
ES
ES
ES
ESES
ES
ES
ES
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COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
COMM
W
W
W
EOI
EOIW
TAYLO
R D
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LO
D
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET C-003 FOR EROSION AND SEDIMENT CONTROL
GENERAL NOTES.
3. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
4. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. TURBIDITY SCREEN
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. TEMPORARY SEDIMENT TRAP, SEE DETAIL C1/C-503
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. CONCRETE WASHOUT
17. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
18. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
FI
LE
N
AM
E:
in tra ne t.h dr \h dr \N ew fo rm a\
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TM
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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
MATCHLINE - A1/ CG154A
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
CG105ACG106A
CG118ACG117ACG116ACG115ACG114ACG113ACG112A
CG128ACG127ACG126ACG125ACG124ACG122A
CG132A CG135A
CG145A
CG134A
CG144A
CG123A
CG133A
CG154A
CG164A
CG119A
CG107A CG108A CG109A
PLAN
NORTH
TR
U
E N
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
GDH EAA DTB
1" = 40'
CG164A
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
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
12934724
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG126A-CG154A EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
H
J
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CBCB
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FO
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TOP OF WATER
ELEV=7.63
04-17-24 @8:25 A.M.
CB
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LODLOD
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LO
D
D C
B
D
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D
D
WET CHECK
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LOW POWER/MBIT
ENGINE TEST AREA
X-###
X#
D
D
D
D
D
DCB
CWS
D
D
SD SD
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CB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
C B
CB
CBCB
CB
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
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CBD
SF
SF
SF SF
SF
CB
D
1 2
D
DD DD
D D DDD
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CB
C B
C B
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SF SF
SF
SFSF
SFSF
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SF
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SF
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D
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SF
SF
SF
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SF
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CO
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CO CO CO
COCO
CO
CO CO CO
CO
CO
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CO
CO
CO
CG105B
CG127BCG126BCG125B
CG135B
CG118B
CG128B
CG134B
CG115BSHEEP RD
CUNNINGHAM BLVD
MARYLOU RD
FONTANA BLVD
FIKE DR
HE
ND
ER
SO
N
AV
E
BLD
G 13
RUNWAY 05
R
CG119B
CG106B
CG145B
CG107B
CG116B CG117B
CG144B
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
3. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003.
4. TIMBER MAT(S) AND TEMPORARY CULVERT CROSSING
SHALL BE INSTALLED EXCLUSIVELY FOR HAUL ROAD USE
DURING EARTHWORK OPERATIONS.
5. REFER TO BRIDGE PLANS FOR ADDITIONAL MEASURES
ASSOCIATED WITH THE CONSTRUCTION OF THE BRIDGE
STRUCTURE.
6. CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT
SEDIMENT FROM ENTERING WETLANDS.
7. GRADING SHOWN FOR P-993 FOOTPRINT TO MEET
SURCHARGE REQUIREMENTS. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL INFORMATION.
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 - OVERALL
SCALE: 1" = 300' (22" X 34")
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
1"=300'
0 600 FT.300
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
- O
VE
RA
LL
GDH EAA DTB
1"=300'
CG100B
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 G
0B
.d w g L
AY
O
U T
N
AM
E:
C
G
0B E
R O
SI
O
N A
N D
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
PH
AS
E
- O
VE
R
AL
L P
LO
TT
ED
: S at ur da y, D ec em be r 0 6,
- 7
:1 6p m 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
GENERAL SHEET NOTES
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934725
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
21 21
SD
FO
SD
P
FO
G
CPCP
INV=20.20 INV=19.98
"C
O
NC
"C
O
NC
FLOW
CONNECTION
NOT FOUND
15"CONC.
INV=20.11
6'METAL FENCE
CONC.
WHEEL STOP
(TYP.)
18"CONC.
SD18"CONC.
FLOW
SD18"CONC.
FLOW
CANOPY
15"CONC.
FLOW
WHEEL STOP
(TYP.)
SIGN(TYP.)
CONC. WALK
HEADWALL
INV=23.64
HEADWALL
INV=23.70
HH
HEADWALL
INV=22.03
HEADWALL
INV=22.85
15"CONC.
SD12"CONC.
FLOW
15"CONC.
FLOW
CO
NC
. W
AL
K
FFE=26.01
DOUBLE DOOR
BOL(TYP.)
CONC.
ARV
E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E
IN
V=
.6
IN
V=
.6
ARV
E E
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES ES
ES ES ES
ES
ES
ES
ES
ES
ESESESES
ES
ES
ES
ES
ES
ES
ESES
ESES
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
H
E O I
EOI
EOI
EOI
E O I
E O I
G
G
BOL(2)
BOL(4)
SIGN
SDFLO
W
HEADWALL
INV=21.24
HE
AD
W
AL
L
IN
V=
.4
18"CONC FLOW18"CONC FLOW
HEADWALL
INV=24.25
15"CO
NC
ENDWALL
INV=24.10
FLOW
15"CONC
SDSD SDSDSD
HANDRAIL
CONC. ISLAND
CONC. MEDIAN ISLAND
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
ESESES
ES
T
CPCP
EOI
EOI
EOI
E O
I
E O
I
EOI
UNKNOWN UTILITY PAINT
BIKE
RACK(2)
BM
FLOW
FL
O
W
FL
O
W
BLDG 4841
FONTANA BLVD
H
EN
D
ER
SO
N
A
VE
H
Y
D
HYD
HYD
H
Y
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD LOD
LOD LOD LOD LOD LOD LOD
SD SD SD SD SD SD
SD SD SD SD SD SD
SD
SD
CB
CB
CB
CB
CB
CB
CB
(TYP.)
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF SF SF SF
(TYP.)
SFSF
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
3. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003.
4. TIMBER MAT(S) AND TEMPORARY CULVERT CROSSING
SHALL BE INSTALLED EXCLUSIVELY FOR HAUL ROAD USE
DURING EARTHWORK OPERATIONS.
5. REFER TO BRIDGE PLANS FOR ADDITIONAL MEASURES
ASSOCIATED WITH THE CONSTRUCTION OF THE BRIDGE
STRUCTURE.
6. CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT
SEDIMENT FROM ENTERING WETLANDS.
7. GRADING SHOWN FOR P-993 FOOTPRINT TO MEET
SURCHARGE REQUIREMENTS. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL INFORMATION.
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. PERMEABLE TYPE II TURBIDITY CURTAIN - SEE NOTES ON
SHEET CG118B
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. CONCRETE WASHOUT
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
17. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
M
AT
C H
L
IN
E
- A
1/ C
G
6B
MATCH LINE - A1/ CG115B
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
WB-67 - Interstate Semi-Trailer
EV EV VI
P
VI
P
VI
P
VI
P
VI
P
H
Y
DH Y D
H
Y D
H
YD
HY D
H YD
HY D
HY D
H YDH Y D
H Y
D
H Y
D
HY D
HY D
HY D
ASPHALT SURFACE
ASPHALT
SURFACE
AS
PH
AL
T
SU
RF
AC
E
ASPHALT SURFACE
ASPHALT SURFACE
WOODS 15"SYCAMORE
EOIBOTTOM 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
CG105B CG106B
CG118BCG117BCG116BCG115B
CG128BCG127BCG126BCG125B
CG135B
CG145B
CG134B
CG119B
CG107B
CG144B
CG108B
PLAN
NORTH
TR
U
E N
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
- P
AR
KI
NG
LO
T
GDH EAA DTB
1" = 40'
CG105B
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 - PARKING LOT
SCALE: 1" = 40' (22" X 34")
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 G
0B
.d w g L
AY
O
U T
N
AM
E:
C
G
5B E
R O
SI
O
N A
N D
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
PH
AS
E
P
LO
TT
ED
: S at ur da y, D ec em be r 0
6,
- 7 :1
6p m
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
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934726
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG100B-CG106B EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 MULTICORELINK:CUI-1786799-CG100B-CG115B EROSION AND SEDIMENT CONTROL PLAN - PHASE 2
21 22 23
25 25
21 21
26 26
FM
FM
FM
FM
FM FM
G G G G G G G G G G G G G G G G G G G GFOT
BOL(4)
36"CONC
INV=21.61INV=22.46
FLOW
MW
SIGNMONITORING WELL
ES ES ES ES ES ES ES ES ES ES
FONTANA BLVD
BM
SIGN
G
EOI
EOIE
O
I
E O I
E O
I
FIKE DR
FONTANA BLVD (NOT IN SURVEY)
H
Y
D
HYD
LOD LOD LOD LOD LOD
LO
D
LOD
LOD LOD LOD LOD LOD LOD
LO
D
LOD
LOD
(TYP.)
SD SD
SD SD
SD
SD
SD
SD
SD SD
SD
CB
CB
CB
CB
CB CB >
BLDG P-995
NOT IN CONTRACT
(REFER TO EPROJECTS WORK ORDER #1692230)
(TYP.)
SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF SF SF SF
SF
(TYP.)
1 2
NOTE: DIVERSION DITCH MAY BE RELOCATED TO THE SOUTH AS
REQUIRED TO FACILITATE CONSTRUCTION OF P995. MAINTAIN 0.5%
MINIMUM SLOPE FOR RELOCATED DIVERSION DITCH.
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
3. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003.
4. TIMBER MAT(S) AND TEMPORARY CULVERT CROSSING
SHALL BE INSTALLED EXCLUSIVELY FOR HAUL ROAD USE
DURING EARTHWORK OPERATIONS.
5. REFER TO BRIDGE PLANS FOR ADDITIONAL MEASURES
ASSOCIATED WITH THE CONSTRUCTION OF THE BRIDGE
STRUCTURE.
6. CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT
SEDIMENT FROM ENTERING WETLANDS.
7. GRADING SHOWN FOR P-993 FOOTPRINT TO MEET
SURCHARGE REQUIREMENTS. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL INFORMATION.
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. PERMEABLE TYPE II TURBIDITY CURTAIN - SEE NOTES ON
SHEET CG118B
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. CONCRETE WASHOUT
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
17. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
MATCH LINE - A1/ CG116B
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 G
5B
WB-67 - Interstate Semi-Trailer
EV EV VIP VI
P
VI
P
VI
P
VI
P
H
Y
DHY D
H
Y
D
H
YD
H Y D
H Y D
H YD
H Y D
H Y DHY D
H YD
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
EOIBOTTOM 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
CG105B CG106B
CG118BCG117BCG116BCG115B
CG128BCG127BCG126BCG125B
CG135B
CG145B
CG134B
CG119B
CG107B
CG144B
CG108B
PLAN
NORTH
TR
U
E N
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 G
0B
.d w g L
AY
O
U T
N
AM
E:
C
G
6B E
R O
SI
O
N A
N D
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
PH
AS
E
P
LO
TT
ED
: S at ur da y, D ec em be r 0
6,
- 7 :1
7p m
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
M
AT
C H
L
IN
E
- A
1/ C
G
7B
ER
OS
IO
N
AN
D
SE
DI
ME
NT
C
ON
TR
OL
P
LA
N
- P
HA
SE
- P
AR
KI
NG
LO
T
P9
GDH EAA DTB
1" = 40'
CG106B
A1 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 - PARKING LOT & P995
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
12934727
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-CG100B-CG116B EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 MULTICORELINK:CUI-1786799-CG100B-CG105B EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 MULTICORELINK:CUI-1786799-CG100B-CG107B EROSION AND SEDIMENT CONTROL PLAN - PHASE 2
ESC KEYNOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. NOT ALL KEYNOTES APPLY TO EVERY SHEET.
3. REFER TO EROSION AND SEDIMENT CONTROL
CONSTRUCTION SEQUENCE ON SHEET C-003.
4. TIMBER MAT(S) AND TEMPORARY CULVERT CROSSING
SHALL BE INSTALLED EXCLUSIVELY FOR HAUL ROAD USE
DURING EARTHWORK OPERATIONS.
5. REFER TO BRIDGE PLANS FOR ADDITIONAL MEASURES
ASSOCIATED WITH THE CONSTRUCTION OF THE BRIDGE
STRUCTURE.
6. CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT
SEDIMENT FROM ENTERING WETLANDS.
7. GRADING SHOWN FOR P-993 FOOTPRINT TO MEET
SURCHARGE REQUIREMENTS. REFER TO GEOTECHNICAL
REPORT FOR ADDITIONAL INFORMATION.
1. LIMITS OF DISTURBANCE
2. SEDIMENT FENCE, SEE DETAIL C3/C-503
3. CULVERT INLET PROTECTION
4. INLET PROTECTION
5. PERMEABLE TYPE II TURBIDITY CURTAIN - SEE NOTES ON
SHEET CG118B
6. TEMPORARY SEEDING, SEE DETAIL C1/C-501
7. ROCK CHECK DAM, SEE DETAIL C1/C-500
8. TREE PROTECTION
9. TEMPORARY DIVERSION DITCH, SEE DETAIL A3/C-501
10. CONCRETE WASHOUT
11. SEDIMENT BASIN, SEE DETAIL A1/C-503
12. SKIMMER SEDIMENT BASIN, SEE DETAIL A3/C-503
13. EROSION CONTROL BLANKET / MATTING, SEE DETAIL
C3/C-501
14. POROUS BAFFLE(S), SEE DETAIL C1/C-504
15. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, SEE
DETAIL A3/C-500
16. SILT SOCK / WATTLE, SEE DETAIL C3/C-504
17. SILT SOCK / WATTLE FOR CHECK DAM, SEE DETAIL A1/C-504
FLO
W
S
S
SD
SD
SD
SD
"C
ONC.
"C
ONC.
CONC. HW
INV=19.60
INV=19.63
A
B
A B
FLO
W
FLO
W
"C
ONC.
"C
ONC.
FLO
W
S
EOI
G G G G G G G G G G G G G G G
CB
CB
G
G
J
CP
"C
O
NC
FL
O W
CONC. HW
INV=21.94
FL
O
W
"C
O
NC
FO
G
TRHH
TRHH
TRHH
SIGN
CONC. HW
INV=22.47
POST
JERSEY
BARRIER (TYP.)
JERSEY
BARRIER (TYP.)
CB
CB
CONC. HW
INV=21.47
CONC. HW
INV=21.92
SDSDSDSDSD
30"CONC
FLOW
30"CONC
FLOW
FL
O
W
"C
O
NC
CO
NC
E. M
ORET AVENUE
FIKE DRIVE FIKE DRIVE
GG
TRHH
EOI
E O I
EOI
EOI
E O
I
EOI
EOI
EOI
EOI
FONTANA BLVD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD
LODLODLODLODLOD
LO
D
LOD
LOD
SC
E
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SFSFSFSFSFSFSF
SF
SF
21 22 23 24
SEDIMENT BASIN D
BOTTOM ELEVATION = 20.50
BOTTOM AREA = 23,040 MIN. SF
SIDE SLOPES : 4(H):1(V) MIN
MIN. TOP OF BERM = 25.00
SPILLWAY WIDTH 23' MIN
ELEV = 23.70
SKIMMER = 6" WITH 3.50" ORIFICE
42" DIAMETER RISER
RE = 22.50 IE = 20.50
65 LF OF 30" OUTFALL
PIPE @ 1.54%
INV. IN: 20.50'
INV. OUT: 19.50'
PLAN
NORTH
TR
U
E N
GRAPHIC SCALE(S)
KEY PLAN
40 80 FT.0
1"=40'
GENERAL SHEET NOTES
WB-67 - Interstate Semi-Trailer
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HY D
H
Y D
HY
D
H Y
D
H Y D
H
Y D
H Y D
H
Y D
H
Y
DH
Y D
HY D
H Y D
H Y
D
H Y D
H
Y D
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
CG105B CG106B
CG118BCG117BCG116BCG115B
CG128BCG127BCG126BCG125B
CG135B
CG145B
CG134B
CG119B
CG107B
CG144B
CG108B
PLAN
NORTH
TR
U
E N
FI
LE
N
AM
E:
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A
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1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
A…
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