HomeMy WebLinkAboutBrunswick Bridge 202_R.81_Permit Plans(Version 2.08; Released April 2018)
55040.1.FD1 TIP No.:17BP.3.R.81 County(ies):Brunswick Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
Wetlands within Project Limits?
Swamp Waters (Sw)
None
Supplemental Classification:
Rural Area with Agricultural or Residential Land Uses
Mulberry Branch 15-25-2-7
0.28
0.151 miles
Project Description
Proposed Project
LumberRiver Basin(s):
City/Town:
0.54
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
jlmoore6@ncdot.gov
Raleigh, NC 27610
Address:
4/29/2022
BrunswickShallotte
Jon Moore, PE
1020 Birch Ridge Drive
WBS Element:
Bridge ReplacementWBS Element:
Jason Patskoski, PE, PhDNCDOT Contact:
(919) 707-6738
1110 Navaho Dr #600
Raleigh, NC 27609
Contractor / Designer:
(919) 322-0115
Summit Design and Engineering Services
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Hydraulics Unit Address:
General Project Information
17BP.3.R.8155040.1.FD1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State Project involves the replacement of NCDOT Bridge #202 over Mulberry Branch on SR 1357 in Brunswick county. The existing structure is a 31 feet and 2 inch long, single
span prestressed channel structure. The proposed structure will be a single span (1@70’) 24-inch cored slab bridge with an out-to-out deck width of 33 feet. The existing
structure has deck drains. The proposed bridge will maintain the existing level of service. There is one proposed outfall at the begin bridge left side. This drainage network will
catch the water flowing from the bridge on both sides of the road and outlet it to the wetland on the left side of the road. The proposed bridge has 3:1 side slope on the left begin
and end bridge, 2:1 side slope on the right begin bridge and 3:1 side slope on the right end bridge. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion.
There are two proposed ditches. A 55' detour bridge with 18' clear roadway with single 11' lane will be constructed downstream of the proposed bridge.The detour bridge is
designed for the 10 year storm with one proposed temporary outfall at the begin bridge right side. The detour bridge has 3:1 side slope on the left begin and end bridge, 2.3:1
side slope on the right begin bridge and 3:1 side slope on the right end bridge. This drainage network will catch the water flowing from the bridge on both sides of the road and
outlet it to the wetland on the right side of the road. Rip Rap outlet pad will be utilized to dissipate the flow and minimize erosion. There are two proposed ditches for the detour
bridge.
N/ABuffer Rules in Effect:Mulberry Branch
None
436
2 lane road with 11' travel lanes and 4' paved shoulder. The total bridge length is 70' with
an out-to-out width of 33'.
Waterbody Information
2018
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
2 lane road with 10' travel lanes and no paved shoulder with a total bridge length of 31-
2" and width of 30.6 ft.
700
jason.patskoski@summitde.net
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?No
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
SHEET 1 OF 15
PERMIT DRAWING
APRIL 29, 2022
.31
.21
.12
.05
.1
2
1.06
.05
.45
.72
.05.12
.31
.04
M
ul
b
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R
d.
Northside
Arnold
St.
Russ St.
R
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all
St.
M
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b
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M
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Grace Shallotte
Ocean
West Brunswick
High School
17
T
V
=
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=
=MPH
ADT
ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
0
00
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
2
9
-
A
P
R
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2
0
2
2
0
8
:
5
0
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3
1
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VICINITY MAP
4
2040
2018
60
10 5 2010
50
50
25
25
50
50
N.T.S.
PROJECT ENGINEER
SUB-REGIONAL TIER
GRADING, DRAINAGE, PAVING AND STRUCTURE
ADAM M. CONRAD, PE
Prepared in the Office of:
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
=
=
=0.014 MILES
17BP.3.PE.81
436 VPD
700 VPD
* TTST =DUAL
LOCAL
100
100
DAVID Z. KEISER, PE
PROJECT
BEGIN BRUNSWICK COUNTY
REPLACE BRIDGE 202 OVER MULBERRY BRANCH
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
I
O
N
T
A TEOFN RT
CAR
O
LI
N
A
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(WHITEVILLE RD)
TO NC 130
(OCEAN
HWY
)
TO
US
17
-L- POT STA. 14+23.88
BEGIN BRIDGE
-L- POT STA. 14+96.13
END BRIDGE
9%
1%8%
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT
-L-
-L_DET-
-L_DET- POT STA. 14+40.00
BEGIN BRIDGE
-L_DET- POT STA. 14+95.00
END BRIDGE
(N MULBERRY ROAD)
SR 1357
ON SR 1357 (N MULBERRY ROAD)
PE
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
0.151 MILES
0.165 MILES
17BP.3.R.81
N/A
N/A
N/A
ROW/UTIL.
CONST.
DEREK PIELECH, PE
-L- POC STA. 19+58.29, 3.37' RT
-L_DET- POC STA. 19+57.61 =
END DETOUR
-L- POT STA. 10+85.36, 3.72' RT
-L_DET- POC STA. 10+85.46 =
BEGIN DETOUR
1
7
B
P
.
3
.
R
.
8
1
LENGTH ROADWAY PROJECT 17BP.3.R.81
LENGTH BRIDGE PROJECT 17BP.3.R.81
TOTAL LENGTH PROJECT 17BP.3.R.81
P
R
O
J
E
C
T
:
-L- POT STA. 10+85.36
BEGIN PROJECT 17BP.3.R.81
-L- POT STA. 19+58.29
END PROJECT 17BP.3.R.81
17BP.3.ROW.81
OCTOBER 22, 2021
(FORMERLY B-5540)
17BP.3.R.81
S LEA
N ORTHCAR
O
L IN
APROFESS
IONA
L
E
N
GINEER
033400
RESIEK .Z
D
IV
A
D
S LEA
N ORTHCAR
O
L IN
APROFESS
IONA
L
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NGINEER
046226
IKSOKSTAP .
M
N
O
SA
J
APRIL 21, 2022
4
PROJECT
END
N
A 2
011
N
A
D 8
3/
S
m ith
Northsid
e Dr.
Sm
ith
Ave.
Bailey
St.
1357
1357
1357
1358
1362 1357
Ground
Natural
Geotextile
Grade
Ditch 1.0'
GEOTEXTILE
TEMP 15"
TEMP 15"
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
PROFILE ALONG CENTERLINE
1.5:1
1.5:1
DATE SURVEYED 02/21/2018
NWSEL & WSEL = 12.1 FT
NCDOT 10-YR FLOOD EL.= 15.7 FT
KEYED IN 3.5' (TYP)
CLASS II RIP RAP
ELEV. 13.2'
EXCAVATE TO
NOT TO EXCEED 3'
SUPERSTRUCTURE
95' DETOUR BRIDGE,
BRIDGE
LOW SIDE OF
LOW STEEL ON
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
PI = 12+59.92
EL = 16.86'
VC = 135'
K = 52
PI = 16+67.24
EL = 19.30'
VC = 200'
K = 55
EXISTING GROUND
PROPOSED GRADE
DS = 35 mph
BM-1
-L- STA. 10+42.32
BM-2
-L- STA. 14+99.81
50.33' RT, EL 21.64' 35.07' LT, EL 17.36'
BENCH TIE NAIL IN 4X4 POST BENCH TIE NAIL IN 16" SWEET GUM
EL. 17.94'
-L_DET- STA. 14+40.00
BEGIN BRIDGE
EL. 18.27'
-L_DET- STA. 14+95.00
END BRIDGE
DS = 35 mph DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
= EL. 20.33'
-L_DET- STA. 10+85.46
BEGIN GRADE
EL. 31.39'
-L_DET- STA. 19+57.61
END GRADE
(-)1.9904%(+)0.6000%
(+)0.6000%
(+)4.2640%
(+)4.2640%
(+)3.1903%
PI = 19+30.00
EL = 30.51'
K = 33
DS = 35 mph
VC = 35'
RIGHT DITCH
EL. 15.75'
STA. 11+50 -LDET- RT
BEGIN EQUILIZER DITCH
EL. 15.75'
STA. 12+65 -LDET- RT
END EQUILIZER DITCH
EL. 16.20'
STA. 15+35 -LDET- RT
BEGIN SPECIAL CUT DITCH
EL. 19.50'
STA. 17+00 -LDET- RT
GRADE CHANGE
EL. 23.50'
STA. 18+00 -LDET- RT
GRADE CHANGE
EL. 24.50'
STA. 19+00 -LDET- RT
END SPECIAL CUT DITCH
0.0000%
(+)2.0000%
(+)4.0000%
(+)1.0000%
(+) 2.9944%
(+) 5.8432%
EL. 20.56'
STA. 17+00 -LDET- LT
BEGIN SPECIAL CUT DITCH
EL. 22.06'
STA. 17+50 -LDET- LT
GRADE CHANGE
EL. 24.98'
STA. 18+00 -LDET- LT
END SPECIAL CUT DITCH LEFT DITCH
RIGHT DITCH
410
10
15.7
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
-10-10
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
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RE
VIS
IO
N
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0
10
20
30
40
50
60
70
0
10
20
30
50
60
40
70
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
ON SHEET 4.
STATIONS/OFFSETS SHOWN
NOTE: ROW AND EASEMENT
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
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N
GINEER
033400
RESIEK .Z
D
IV
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D S LEA
N ORTHCAR
O
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APROFESS
IONA
L
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N
GINEER
046226
IKSOKSTAP .
M
N
O
SA
J
2B-5540
N
A
D
8
3/N
A 2011
DETOUR BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND UTILITY
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
Fill Slope2:1 or Flatter
DETAIL 4-4
( Not to Scale)
TOE PROTECTION
d
d= 2.0 Ft.
83 SY GEOTEXTILE
Type of Liner= 37 TON CL B Rip-Rap
FROM STA. 13+50 TO STA. 14+15 -L- RT
FROM STA. 13+25 TO STA. 14+05 -L- LT
( Not to Scale)
TEMP. RIP RAP AT EMBANKMENT
FROM STA. 14+85 TO STA. 15+35 -L_DET- RT
DETAIL 5-3
Geotextile= 44 sy
Type of Liner= 25 TONS, CL B Rip-Rap
10'min.
1.0'min.
SEE SHEET 4/5 FOR ENLARGEMENT
SHEET 2 OF 15
PERMIT DRAWING
APRIL 29, 2022
.0
3
.
0
2
5
EXIST.
EXIST.
EXIST.
EXIS
T.
.025
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
WING WALL
BRUNSW ICK COUNTY
SHALOTTE RIVER ON SR1357,
REPLACE BRIDGE #202 OVER
TIP NUMBER: B-5540
50'
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
WING WALL
PC Sta. 10+00.00
PRC Sta. 11+90.92
PT Sta. 13+81.83
PT Sta. 20+47.17
15
2
0
PC Sta. 18+21.57
PT Sta. 19+37.95
PC Sta. 15+39.82
( Not to Scale)
TOE PROTECTION
d
.3:1
FROM STA. 12+25 TO STA. 13+25 -L- LT
DETAIL 4-3
Geotextile= 67 sy
Type of Liner= 30 TONS, CL B Rip-Rap
d= 1.0 Ft.
0'50'100'25'50'
PLANS
Ground
Natural
Geotextile
Grade
Ditch 1.0'
GEOTEXTILE
TEMP 15"
TEMP 15"
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
PROFILE ALONG CENTERLINE
1.5:1
1.5:1
DATE SURVEYED 02/21/2018
NWSEL & WSEL = 12.1 FT
NCDOT 10-YR FLOOD EL.= 15.7 FT
KEYED IN 3.5' (TYP)
CLASS II RIP RAP
ELEV. 13.2'
EXCAVATE TO
NOT TO EXCEED 3'
SUPERSTRUCTURE
95' DETOUR BRIDGE,
BRIDGE
LOW SIDE OF
LOW STEEL ON
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
1
1
11
11
11
11
12
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
13
13
13
1313
1
3
13 13
131313
13
1
3
1
3
13
13 13
1
3
1414
1
4
14
14
14
14141414 14
1414
14 14
14
14
14
14
14
14
14
14
14
141414
1
4
14
1
4
14
15
15
15
15151515 15 15
1
5
15
15
15 15
15
1
5
15
15
15
1515
1
5
15
1
5
15
15
1
5
1
5
15
15
15
15
16
16
16
1
6
16
1
6
16
16161616
16 16
16
1
6
16
16
16
16 16
16
16
16
16
1
6
16
16 16
16
1616
16
1
6
1
7
17
17
17
17
1
7
17
1717
1717
17
17
17
17
17
17
17
1
7
17
17
17
17
1717
1
7
17
17
17
17 17
17
17
17
18
1
8
1
8
1
8
18
18
18
18
1
8
18
18
1
8
18
1818
18
18
18 18
18
18
18
18
18
18
18
1
8
1
8
18
1
8
18
1
8
18
19
19
19
1
9
19
19
1
9
1
9
19 19
19
19
19
19
19
19
19
19
19
19
19 1
9
19
19
1919 19
20
2
0
2
0
20
2
0
20
2
0
20
20
20
2
0
20
20
20
20
20
2
0
2
0
20
20
20
20
20
20 20
21
2
1
2
1
21
21
21
2
1
21
21
21
21 212
1
21
21
21
21
21
21
21
21
2
1
2
1
21
21
22
2
2
2
2
22
22
22
22
22
22
2
2
22
2
2
2
2
22
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
22
22
22
2
3
23
2
3
23
2
3
2
3
23
23
2
3
23
2
3
23
23
2323
2323
2
3
2
3
2
3
23 23
23
23
2
3
2
3
23
2
3
2
3
2
4
2
4
24 2
4
24
24
24
2
4
24
2
4
2
4
24
2
4
24
24
24
24
24
24
25
25
25
2
5
25
25
2
5
25
2
5
2
5
25
2525
25
25
2
5
25
25
26
26
26
26
26
26
2
6
26
2
6
26
2
6
26
26
26
27
27
27
27
27
2
7
27
27
27
27
27
27
2
7
2
7 28
2
8
28
28
28
28
28
28
28
2
8
29
29
29
29
29
29
29
2
9
29
29
29
29 30
3
0
3
0
30
30
30
3 0
3 0
3
0
31
3
1
313
1
3
1
31
3
1
31
32
3
2
3
2
32
3
2
3
2
333
3
33
3
3
33
33
33
33
33
33
33
34
3
4
34
34
34
34
34
34
3
4
353
5
3
5
35
3535
PI = 12+59.92
EL = 16.86'
VC = 135'
K = 52
PI = 16+67.24
EL = 19.30'
VC = 200'
K = 55
EXISTING GROUND
PROPOSED GRADE
DS = 35 mph
BM-1
-L- STA. 10+42.32
BM-2
-L- STA. 14+99.81
50.33' RT, EL 21.64' 35.07' LT, EL 17.36'
BENCH TIE NAIL IN 4X4 POST BENCH TIE NAIL IN 16" SWEET GUM
EL. 17.94'
-L_DET- STA. 14+40.00
BEGIN BRIDGE
EL. 18.27'
-L_DET- STA. 14+95.00
END BRIDGE
DS = 35 mph DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
= EL. 20.33'
-L_DET- STA. 10+85.46
BEGIN GRADE
EL. 31.39'
-L_DET- STA. 19+57.61
END GRADE
(-)1.9904%(+)0.6000%
(+)0.6000%
(+)4.2640%
(+)4.2640%
(+)3.1903%
PI = 19+30.00
EL = 30.51'
K = 33
DS = 35 mph
VC = 35'
RIGHT DITCH
EL. 15.75'
STA. 11+50 -LDET- RT
BEGIN EQUILIZER DITCH
EL. 15.75'
STA. 12+65 -LDET- RT
END EQUILIZER DITCH
EL. 16.20'
STA. 15+35 -LDET- RT
BEGIN SPECIAL CUT DITCH
EL. 19.50'
STA. 17+00 -LDET- RT
GRADE CHANGE
EL. 23.50'
STA. 18+00 -LDET- RT
GRADE CHANGE
EL. 24.50'
STA. 19+00 -LDET- RT
END SPECIAL CUT DITCH
0.0000%
(+)2.0000%
(+)4.0000%
(+)1.0000%
(+) 2.9944%
(+) 5.8432%
EL. 20.56'
STA. 17+00 -LDET- LT
BEGIN SPECIAL CUT DITCH
EL. 22.06'
STA. 17+50 -LDET- LT
GRADE CHANGE
EL. 24.98'
STA. 18+00 -LDET- LT
END SPECIAL CUT DITCH LEFT DITCH
RIGHT DITCH
410
10
15.7
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
-10-10
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
-
A
P
R
-
2
0
2
2
0
8
:
5
0
B
-
5
5
4
0
_
H
y
d
_
p
r
m
_
3
.
d
g
n
h
e
.
y
a
n
g
RE
VIS
IO
N
S
0
10
20
30
40
50
60
70
0
10
20
30
50
60
40
70
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
ON SHEET 4.
STATIONS/OFFSETS SHOWN
NOTE: ROW AND EASEMENT
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
N
GINEER
033400
RESIEK .Z
D
IV
A
D S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
N
GINEER
046226
IKSOKSTAP .
M
N
O
SA
J
3B-5540
N
A
D
8
3/N
A 2011
DETOUR BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND UTILITY
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
Fill Slope2:1 or Flatter
DETAIL 4-4
( Not to Scale)
TOE PROTECTION
d
d= 2.0 Ft.
83 SY GEOTEXTILE
Type of Liner= 37 TON CL B Rip-Rap
FROM STA. 13+50 TO STA. 14+15 -L- RT
FROM STA. 13+25 TO STA. 14+05 -L- LT
( Not to Scale)
TEMP. RIP RAP AT EMBANKMENT
FROM STA. 14+85 TO STA. 15+35 -L_DET- RT
DETAIL 5-3
Geotextile= 44 sy
Type of Liner= 25 TONS, CL B Rip-Rap
10'min.
1.0'min.
SEE SHEET 4/5 FOR ENLARGEMENT
SHEET 3 OF 15
PERMIT DRAWING
APRIL 29, 2022
.0
3
.
0
2
5
EXIST.
EXIST.
EXIST.
EXIS
T.
.025
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
WING WALL
BRUNSW ICK COUNTY
SHALOTTE RIVER ON SR1357,
REPLACE BRIDGE #202 OVER
TIP NUMBER: B-5540
50'
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
WING WALL
PC Sta. 10+00.00
PRC Sta. 11+90.92
PT Sta. 13+81.83
PT Sta. 20+47.17
15
2
0
PC Sta. 18+21.57
PT Sta. 19+37.95
PC Sta. 15+39.82
( Not to Scale)
TOE PROTECTION
d
.3:1
FROM STA. 12+25 TO STA. 13+25 -L- LT
DETAIL 4-3
Geotextile= 67 sy
Type of Liner= 30 TONS, CL B Rip-Rap
d= 1.0 Ft.
0'50'100'25'50'
PLANS
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 4
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
DETOUR BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND UTILITY
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
SHEET 4 OF 15
PERMIT DRAWING
APRIL 29, 2022
EXIS
T.
EXIS
T.
.0
2
5
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
O
WING WALL
PRC Sta. 11+90.92
PT Sta. 13+81.83
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
11
11
11
11
11
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
1
3
13
13
1
3
13 13
13
13 13
13
1
3
1
3
13
13
13
1
3
14
1
4
14
14
14
1414 14 14
1414
14 14
14
14
14
14
14
14
14
14
1
4
14
15
15
15
1515
15 15 15
1
5
15
15
15 15
15
1
5
15
1515
1
5
15
1
6
16
1616
16
16 16
16
16
16
1
6
16
1
6
16
16
16
16
16
17
17
17
17
17
17
17
17
1
7
17
1717
17
17
17
17
17
17
17
1
8
18
18
18
18
18
18
18
18
18
18
1
8
1
8
18
18
1
9
1
9
19
19
19
19
19
19
19 1
9
19
19
20
20
20
20
20
20
2
0
21
21
21
21
2
1
22
2
2
2
2
2
22
324
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 5
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
DETOUR BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND UTILITY
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
SHEET 5 OF 15
PERMIT DRAWING
APRIL 29, 2022
EXIS
T.
EXIS
T.
.0
2
5
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
O
WING WALL
PRC Sta. 11+90.92
PT Sta. 13+81.83
Ground
Natural
Geotextile
Grade
Ditch 1.0'
GEOTEXTILE
OF BRIDGE
AT LOW SIDE
LOW STEEL
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
NCDOT 25 YEAR FLOOD EL. = 16.1 FT
ELEV. 13.2'
EXCAVATE TO
ELEV. 13.2'
EXCAVATE TO
1.5:1
1.5:1
DATE SURVEYED 02/21/2018
NWSEL. AND WSEL = 12.1 FT
KEYED IN 3.5' (TYP)
CLASS II RIP RAP
MATTING
COIR FIBER
MATTING
COIR FIBER
BE REMOVED
STRUCTURE TO
EXISTING
CENTERLINE
PROFILE ALONG
PERMANENT FILL IN WETLAND
6B-5540
FINAL BRIDGE
N
A
D
8
3/N
A 2011
WETLAND
DENOTES FILL INFF
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
HC HC
CLEARING
DENOTES HAND
E E IN WETLAND
DENOTES EXCAVATION
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: DETOUR BRIDGE AND UTILITY
SEE SHEET 8/9 FOR ENLARGEMENT
Fill Slope2:1 or Flatter
DETAIL 4-4
( Not to Scale)
TOE PROTECTION
d
d= 2.0 Ft.
83 SY GEOTEXTILE
Type of Liner= 37 TON CL B Rip-Rap
FROM STA. 13+50 TO STA. 14+15 -L- RT
FROM STA. 13+25 TO STA. 14+05 -L- LT
( Not to Scale)
TEMP. RIP RAP AT EMBANKMENT
FROM STA. 14+85 TO STA. 15+35 -L_DET- RT
DETAIL 5-3
Geotextile= 44 sy
Type of Liner= 25 TONS, CL B Rip-Rap
10'min.
1.0'min.
SHEET 6 OF 15
PERMIT DRAWING
APRIL 29, 2022
10 11 12 13 14 15 16 17 18 19 20 21
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
-10-10
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
-
A
P
R
-
2
0
2
2
0
8
:
5
0
B
-
5
5
4
0
_
H
y
d
_
p
r
m
_
6
.
d
g
n
h
e
.
y
a
n
g
RE
VIS
IO
N
S
0
10
20
30
40
50
60
70
0
10
20
30
50
60
40
70
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
033400
RESIEK .Z
DIV
A
D S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
046226
IKSOKSTAP .M
N
O
SA
J
T
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 570
= 25
= 16.1
= 870
= 100
= 17.0
= 1200
= 500
= 18.0
= 02/21/2018
= 12.1
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
PI = 12+75.00
EL = 17.60'
VC = 130'
K = 69
PI = 16+15.00
EL = 19.64'
VC = 190'
K = 69
EXISTING GROUND
PROPOSED GRADE
DS = 40 mph
DS = 40 mph
EL. 18.93'
-L- STA. 14+96.13
END BRIDGE
EL. 18.40'
-L- STA. 14+23.88
BEGIN BRIDGE
BM-1
-L- STA. 10+42.32
BM-2
-L- STA. 14+99.81
50.33' RT, EL 21.64' 35.07' LT, EL 17.36'
BENCH TIE NAIL IN 4X4 POST BENCH TIE NAIL IN 16" SWEET GUM
(-)1.2901%(+)0.6000%(+)0.6000%
(+)3.3470%
EL. 25.83'
-L- STA. 18+00.00
BEGIN OVERLAY
END GRADE
EL. 18.57'
-L- STA. 12+00.00
BEGIN GRADE
END OVERLAY
-L- STA. 19+58.29
END OVERLAY
-L- STA. 10+85.36
BEGIN OVERLAY
LEFT DITCH
RIGHT DITCH
EL. 12.31'
STA. 14+95 -L- RT
BEGIN SPECIAL CUT DITCH
EL. 13.50'
STA. 15+75 -L- RT
GRADE CHANGE
EL. 14.50'
STA. 16+00 -L- RT
END SPECIAL CUT DITCH
EL. 17.60'
STA. 16+25 -L- LT
BEGIN SPECIAL CUT DITCH
EL. 18.60'
STA. 16+75 -L- LT
GRADE CHANGE
EL. 20.35'
STA. 17+25 -L- LT
GRADE CHANGE
EL. 22.60'
STA. 17+70 -L- LT
END SPECIAL CUT DITCH
(+)1.5000%
(-)4.0000%
(+)2.0000%(+)3.5000%(+)5.0000%
WING WALL
PT Sta. 19+37.95
PC Sta. 15+39.82
( Not to Scale)
TOE PROTECTION
d
.3:1
FROM STA. 12+25 TO STA. 13+25 -L- LT
DETAIL 4-3
Geotextile= 67 sy
Type of Liner= 30 TONS, CL B Rip-Rap
d= 1.0 Ft.
0'50'100'25'50'
PLANS
Ground
Natural
Geotextile
Grade
Ditch 1.0'
GEOTEXTILE
OF BRIDGE
AT LOW SIDE
LOW STEEL
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
NCDOT 25 YEAR FLOOD EL. = 16.1 FT
ELEV. 13.2'
EXCAVATE TO
ELEV. 13.2'
EXCAVATE TO
1.5:1
1.5:1
DATE SURVEYED 02/21/2018
NWSEL. AND WSEL = 12.1 FT
KEYED IN 3.5' (TYP)
CLASS II RIP RAP
MATTING
COIR FIBER
MATTING
COIR FIBER
BE REMOVED
STRUCTURE TO
EXISTING
CENTERLINE
PROFILE ALONG
PERMANENT FILL IN WETLAND
7B-5540
FINAL BRIDGE
N
A
D
8
3/N
A 2011
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: DETOUR BRIDGE AND UTILITY
WETLAND
DENOTES FILL INFF
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
HC HC
CLEARING
DENOTES HAND
E E IN WETLAND
DENOTES EXCAVATION
SEE SHEET 8/9 FOR ENLARGEMENT
Fill Slope2:1 or Flatter
DETAIL 4-4
( Not to Scale)
TOE PROTECTION
d
d= 2.0 Ft.
83 SY GEOTEXTILE
Type of Liner= 37 TON CL B Rip-Rap
FROM STA. 13+50 TO STA. 14+15 -L- RT
FROM STA. 13+25 TO STA. 14+05 -L- LT
( Not to Scale)
TEMP. RIP RAP AT EMBANKMENT
FROM STA. 14+85 TO STA. 15+35 -L_DET- RT
DETAIL 5-3
Geotextile= 44 sy
Type of Liner= 25 TONS, CL B Rip-Rap
10'min.
1.0'min.
SHEET 7 OF 15
PERMIT DRAWING
APRIL 29, 2022
10 11 12 13 14 15 16 17 18 19 20 21
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
-10-10
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
-
A
P
R
-
2
0
2
2
0
8
:
5
0
B
-
5
5
4
0
_
H
y
d
_
p
r
m
_
7
.
d
g
n
h
e
.
y
a
n
g
RE
VIS
IO
N
S
0
10
20
30
40
50
60
70
0
10
20
30
50
60
40
70
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
033400
RESIEK .Z
DIV
A
D S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
046226
IKSOKSTAP .M
N
O
SA
J
T
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 570
= 25
= 16.1
= 870
= 100
= 17.0
= 1200
= 500
= 18.0
= 02/21/2018
= 12.1
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
PI = 12+75.00
EL = 17.60'
VC = 130'
K = 69
PI = 16+15.00
EL = 19.64'
VC = 190'
K = 69
EXISTING GROUND
PROPOSED GRADE
DS = 40 mph
DS = 40 mph
EL. 18.93'
-L- STA. 14+96.13
END BRIDGE
EL. 18.40'
-L- STA. 14+23.88
BEGIN BRIDGE
BM-1
-L- STA. 10+42.32
BM-2
-L- STA. 14+99.81
50.33' RT, EL 21.64' 35.07' LT, EL 17.36'
BENCH TIE NAIL IN 4X4 POST BENCH TIE NAIL IN 16" SWEET GUM
(-)1.2901%(+)0.6000%(+)0.6000%
(+)3.3470%
EL. 25.83'
-L- STA. 18+00.00
BEGIN OVERLAY
END GRADE
EL. 18.57'
-L- STA. 12+00.00
BEGIN GRADE
END OVERLAY
-L- STA. 19+58.29
END OVERLAY
-L- STA. 10+85.36
BEGIN OVERLAY
LEFT DITCH
RIGHT DITCH
EL. 12.31'
STA. 14+95 -L- RT
BEGIN SPECIAL CUT DITCH
EL. 13.50'
STA. 15+75 -L- RT
GRADE CHANGE
EL. 14.50'
STA. 16+00 -L- RT
END SPECIAL CUT DITCH
EL. 17.60'
STA. 16+25 -L- LT
BEGIN SPECIAL CUT DITCH
EL. 18.60'
STA. 16+75 -L- LT
GRADE CHANGE
EL. 20.35'
STA. 17+25 -L- LT
GRADE CHANGE
EL. 22.60'
STA. 17+70 -L- LT
END SPECIAL CUT DITCH
(+)1.5000%
(-)4.0000%
(+)2.0000%(+)3.5000%(+)5.0000%
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
1
1
11
11
11
11
12
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
13
13
13
1313
1
3
13 13
131313
13
1
3
1
3
13
13 13
1
3
1414
1
4
14
14
14
14141414 14
1414
14 14
14
14
14
14
14
14
14
14
14
141414
1
4
14
1
4
14
15
15
15
15151515 15 15
1
5
15
15
15 15
15
1
5
15
15
15
1515
1
5
15
1
5
15
15
1
5
1
5
15
15
15
15
16
16
16
1
6
16
1
6
16
16161616
16 16
16
1
6
16
16
16
16 16
16
16
16
16
1
6
16
16 16
16
1616
16
1
6
1
7
17
17
17
17
1
7
17
1717
1717
17
17
17
17
17
17
17
1
7
17
17
17
17
1717
1
7
17
17
17
17 17
17
17
17
18
1
8
1
8
1
8
18
18
18
18
1
8
18
18
1
8
18
1818
18
18
18 18
18
18
18
18
18
18
18
1
8
1
8
18
1
8
18
1
8
18
19
19
19
1
9
19
19
1
9
1
9
19 19
19
19
19
19
19
19
19
19
19
19
19 1
9
19
19
1919 19
20
2
0
2
0
20
2
0
20
2
0
20
20
20
2
0
20
20
20
20
20
2
0
2
0
20
20
20
20
20
20 20
21
2
1
2
1
21
21
21
2
1
21
21
21
21 212
1
21
21
21
21
21
21
21
21
2
1
2
1
21
21
22
2
2
2
2
22
22
22
22
22
22
2
2
22
2
2
2
2
22
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
22
22
22
2
3
23
2
3
23
2
3
2
3
23
23
2
3
23
2
3
23
23
2323
2323
2
3
2
3
2
3
23 23
23
23
2
3
2
3
23
2
3
2
3
2
4
2
4
24 2
4
24
24
24
2
4
24
2
4
2
4
24
2
4
24
24
24
24
24
24
25
25
25
2
5
25
25
2
5
25
2
5
2
5
25
2525
25
25
2
5
25
25
26
26
26
26
26
26
2
6
26
2
6
26
2
6
26
26
26
27
27
27
27
27
2
7
27
27
27
27
27
27
2
7
2
7 28
2
8
28
28
28
28
28
28
28
2
8
29
29
29
29
29
29
29
2
9
29
29
29
30
3
0
3
0
30
30
30
3 0
3 0
3
0
31
3
1
313
1
3
1
31
3
1
31
32
3
2
3
2
32
3
2
3
2
333
3
33
3
3
33
33
33
33
33
33
33
34
3
4
34
34
34
34
34
34
3
4
353
5
3
5
35
3535
WING WALL
PT Sta. 19+37.95
PC Sta. 15+39.82
( Not to Scale)
TOE PROTECTION
d
.3:1
FROM STA. 12+25 TO STA. 13+25 -L- LT
DETAIL 4-3
Geotextile= 67 sy
Type of Liner= 30 TONS, CL B Rip-Rap
d= 1.0 Ft.
0'50'100'25'50'
PLANS
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
PERMANENT FILL IN WETLAND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 8
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
FINAL BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: DETOUR BRIDGE AND UTILITY
SHEET 8 OF 15
PERMIT DRAWING
APRIL 29, 2022
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
WING WALL
T
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
PERMANENT FILL IN WETLAND
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
11
11
11
11
11
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
1
3
13
13
1
3
13 13
13
13 13
13
1
3
1
3
13
13
13
1
3
14
1
4
14
14
14
1414 14 14
1414
14 14
14
14
14
14
14
14
14
14
1
4
14
15
15
15
1515
15 15 15
1
5
15
15
15 15
15
1
5
15
1515
1
5
15
1
6
16
1616
16
16 16
16
16
16
1
6
16
1
6
16
16
16
16
16
17
17
17
17
17
17
17
17
1
7
17
1717
17
17
17
17
17
17
17
1
8
18
18
18
18
18
18
18
18
18
18
1
8
1
8
18
18
1
9
1
9
19
19
19
19
19
19
19 1
9
19
19
20
20
20
20
20
20
2
0
21
21
21
21
2
1
22
2
2
2
2
2
22
324
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 9
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
FINAL BRIDGE
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: DETOUR BRIDGE AND UTILITY
SHEET 9 OF 15
PERMIT DRAWING
APRIL 29, 2022
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
WING WALL
T
AT&T LINE
EXISTING GROUND
MINIMUM DEPTH 42"
UNDER STREAM CROSSING
MINIMUM DEPTH 20'
UNDER STREAM CROSSING
MINIMUM DEPTH 10'
ATMC LINE
MINIMUM DEPTH 48"
EXISTING GROUND
WETLAND
DENOTES FILL INFF
10B-5540
T T FILL IN WETLAND
DENOTES TEMPORARY
N
A
D
8
3/N
A 2011
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
-10
0
10
20
10
20
30
-10
0
10 11 12 13 14 15 16 17 18 19 20 21
AT&T LINE
ATMC LINE
UTILITIES
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND DETOUR BRIDGE
HC HC
CLEARING
DENOTES HAND
SEE SHEET 12/13 FOR ENLARGEMENT
SHEET 10 OF 15
PERMIT DRAWING
APRIL 29, 2022
10 11 12 13 14 15 16 17 18 19 20 21
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
-
A
P
R
-
2
0
2
2
0
8
:
5
1
B
-
5
5
4
0
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d
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p
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m
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1
0
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d
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n
h
e
.
y
a
n
g
RE
VIS
IO
N
S
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
033400
RESIEK .Z
DIV
A
D S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
046226
IKSOKSTAP .M
N
O
SA
J
T
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
WING WALL
PT Sta. 19+37.95
PC Sta. 15+39.82
0'50'100'25'50'
PLANS
TO EXIST.
AT&T TIE
TO EXIST.
AT&T TIE
BORE FO CABLES
AT&T DIRECTIONAL
REMREM
REM REM REM
REM
ABANDONED ABANDONED
REM
TEL PED
TEL PED
TO EXIST.
ATMC TIE
TO EXIST.
ATMC TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
AT&T LINE
EXISTING GROUND
MINIMUM DEPTH 42"
UNDER STREAM CROSSING
MINIMUM DEPTH 20'
UNDER STREAM CROSSING
MINIMUM DEPTH 10'
ATMC LINE
MINIMUM DEPTH 48"
EXISTING GROUND
WETLAND
DENOTES FILL INFF
11B-5540
T T FILL IN WETLAND
DENOTES TEMPORARY
N
A
D
8
3/N
A 2011
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
-10
0
10
20
10
20
30
-10
0
10 11 12 13 14 15 16 17 18 19 20 21
AT&T LINE
ATMC LINE
UTILITIES
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND DETOUR BRIDGE
HC HC
CLEARING
DENOTES HAND
SEE SHEET 12/13 FOR ENLARGEMENT
SHEET 11 OF 15
PERMIT DRAWING
APRIL 29, 2022
10 11 12 13 14 15 16 17 18 19 20 21
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
2
9
-
A
P
R
-
2
0
2
2
0
8
:
5
1
B
-
5
5
4
0
_
H
y
d
_
p
r
m
_
1
1
.
d
g
n
h
e
.
y
a
n
g
RE
VIS
IO
N
S
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
033400
RESIEK .Z
DIV
A
D S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
046226
IKSOKSTAP .M
N
O
SA
J
T
POT Sta. 10+00.00
EXIST
.
0
2
5
.
0
2
.0
1
.0
0
.0
1
.
0
2
.0
2
5
.
0
5
.0
4
.0
3
.0
2
5
.05
EXIS
T
.
0
2
5
.0
2
5
EXIS
T
EXIST
C C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'
S
5
6
°0
3
'5
7
" W
2
0
2
.7
8
'
S
56
°0
3
'5
7
" W
2
0
2
.9
6
'
N
43
°35'38
"
W
75
.00
'
S
56
°0
3
'57
" W
2
0
2
.6
5
'
N
37°53'
22
" W
8
3.12'
S
37
°53'
22
"
E90
.38'
S
2
5
°
5
8
'
11
"
W
10
8
.
4
6
'
S
2
2
°
4
7
'
1
9
"
W
5
6
.
5
9'
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPK
GR
GR
CONC
TO
E
IP
0
.45
' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BST
N
4
4
°2
1
'4
1
" E
3
0
9
.4
4
'
N
2
8
°
11'
3
9
"
E
7
0
.
8
1'
S
2
3
°
2
9'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N
3
6
°
3
4
'
5
4
"
E
18
5
.
9
0
'
DRAIN LINES
S
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
S
3
7
°4
1
'
4
3
"
W
16
6
.
7
0
'
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
NO TERMINI FOUND
ASSUMED ABANDONED,
UNKNOWN UTILITY
BY LOCATION & SURVEYS
AND MAPPED LOS C
TOWN OF SHALLOTTE
8" AND 12" FSS LOCATED BY
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
6
0
.0
0
'
EX
IST
R
/W
EX
IST
R/W
EXIST R/W
EXIST R/W
TO NC 130 (WHITEVILLE RD)
TO
US
17
(OCEAN
H
IGHWAY
)
MULB
E
R
R
Y
B
R
AN
CH
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
COUNTY OF BRUNSWICK
DB 2627 PG 1344
DB 1205 PG 380
SUZIE MAE PRICE
CHARLES E. PRICE
DB 1108 PG 965
PB 18 PG 3
RHE HELMS
DB 2865 PG 537
PB 18 PG 3
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'WOODS
WOODS
WOODS
-EL
-
LULA MAE HOLMES
DB 452 PG 903
MON
IQU
E
K
ING
DB
3318
PG
843
PB
18
PG
3
KA
T
IE
MAE
PR
ICE
DB
1108
PG
959PB
18
PG
3
W
IILBERT
TOMM
Y
PR
ICE
DB
1108
PG
963
3
GR
GR
PAVED
E
PK
GR 6
54
1
2
7
8
RR
SPK
EPK
EPK EPK
EPK
GR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR
6
0
.
0
0
'
CONC
CONC
SOIL
S
OIL
SR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20
' BSTTIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
M
U
L
B
E
R
R
Y
B
R
A
N
C
H TANK
SEPTIC
HTR
DRAIN LINES
S
A.T
.T
.
20
' EAS
EMENT
MB 2
7
P
G
10
MB
2
1
P
G
50
8
DB 76
7
P
G 7
0
FSS VALVE
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
1
1
11
11
11
11
12
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
13
13
13
1313
1
3
13 13
131313
13
1
3
1
3
13
13 13
1
3
1414
1
4
14
14
14
14141414 14
1414
14 14
14
14
14
14
14
14
14
14
14
141414
1
4
14
1
4
14
15
15
15
15151515 15 15
1
5
15
15
15 15
15
1
5
15
15
15
1515
1
5
15
1
5
15
15
15
1
5
1
5
15
15
15
15
16
16
16
1
6
16
1
6
16
16161616
16 16
16
1
6
1
6
16
16
16
16 16
16
16
16
16
1
6
16
16 16
16
1616
16
1
6
1
7
17
17
17
17
1
7
17
1717
1717
17
17
17
1
7
17
17
17
17
1
7
17
17
17
17
1717
1
7
17
17
17
17 17
17
17
17
18
1
8
1
8
1
8
18
18
18
18
1
8
18
18
1
8
18
1818
1
8
18
18
18 18
18
18
18
18
18
18
18
1
8
1
8
18
1
8
18
1
8
18
19
19
19
1
9
19
19
1
9
1
9
19 19
19
19
19
1
9
19
19
19
19
19
19
19
19 1
9
19
19
1919 19
20
2
0
2
0
20
2
0
20
2
0
20
20
20
2
0
2
0
20
20
20
20
20
2
0
2
0
20
20
20
20
20
20 20
21
2
1
2
1
21
21
21
2
1
21
21
21
21 212
1
2
1
21
21
21
21
21
21
21
21
2
1
2
1
21
21
22
2
2
2
2
22
22
22
22
22
22
2
2
22
2
2
2
222
2
2
22
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
22
22
22
2
3
23
2
3
23
2
3
2
3
23
23
2
3
23
2
3
23
23
2323
2
3
2323
2
3
2
3
2
3
23 23
23
23
2
3
2
3
23
2
3
2
3
2
4
2
4
24 2
4
24
24
24
2
4
24
2
4
24
2 4
2
4
24
2
4
24
24
24
24
24
24
25
25
25
2
5
25
25
2
5
25
2
5
25
2
5
2
5
25
2525
25
25
2
5
25
25
26
26
26
26
26
26
2
6
26
2
6
26
2
6
2
6
26
26
26
26
27
27
27
27
27
2
7
27
27
27
2727
27
27
27
2
7
2
7 28
2
8
28
28
28
28
28
28
2
8
28
28
2
8
29
29
29
29
29
29
29
2
9
2
9
29
29
29
29
30
3
0
3
0
30
30
30
3 0
3 0
30
3
0
31
3
1
313
1
3
1
31
3
1
31
32
3
2
3
2
32
3
2
3
2
333
3
33
3
3
33
33
33
33
33
33
33
34
3
4
34
34
34
34
34
34
3
4
353
5
3
5
35
3535
WING WALL
PT Sta. 19+37.95
PC Sta. 15+39.82
0'50'100'25'50'
PLANS
TO EXIST.
AT&T TIE
TO EXIST.
AT&T TIE
BORE FO CABLES
AT&T DIRECTIONAL
REMREM
REM REM REM
REM
ABANDONED ABANDONED
REM
TEL PED
TEL PED
TO EXIST.
ATMC TIE
TO EXIST.
ATMC TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 12
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
UTILITIES
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND DETOUR BRIDGE
SHEET 12 OF 15
PERMIT DRAWING
APRIL 29, 2022
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
WING WALL
T
ABANDONED
TO EXIST.
AT&T TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
REM
REM REM
6
7
7
7
8
88
9
9
9
9
1
0
10
10
1
0
10
1
1
11
11
11
11
11
11
11
1
2
12
12
1
2
12
1
2
1
2
12
1
2
12
1
3
13
13
1
3
13 13
13
13 13
13
1
3
1
3
13
13
13
1
3
14
1
4
14
14
14
1414 14 14
1414
14 14
14
14
14
14
14
14
14
14
1
4
14
15
15
15
1515
15 15 15
1
5
15
15
15 15
15
1
5
15
1515
1
5
15
1
6
16
1616
16
16 16
16
16
16
1
6
16
1
6
16
16
16
16
16
17
17
17
17
17
17
17
17
1
7
17
1717
17
17
17
17
17
17
17
1
8
18
18
18
18
18
18
18
18
18
18
1
8
1
8
18
18
1
9
1
9
19
19
19
19
19
19
19 1
9
19
19
20
20
20
20
20
20
2
0
21
21
21
21
2
1
22
2
2
2
2
2
22
324
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
B-5540 13
SHEET NO.PROJECT REFERENCE NO.
0 157.515 30
PLANS
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
N
A
D
83/N
A 2
011
WETLAND
DENOTES FILL INFF
UTILITIES
IMPACTS APPEAR GRAY ON THIS SHEET
NOTE: FINAL BRIDGE AND DETOUR BRIDGE
SHEET 13 OF 15
PERMIT DRAWING
APRIL 29, 2022
.
0
2
5
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
5
E
XI
S
T
.
0
2
5
.
0
2
5
E
XI
S
T
C C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
S
2
5
°
5
8
'
1
1
"
W
1
0
8
.
4
6
'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
S
2
3
°
2
9
'
5
7
"
W
4
9
.
0
6
'
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
DOWN THE GRAVEL ROAD
TIES TO THE SEWAGE TREATMENT PLANT
8" PVC FSS LINE IS NOT CAPPED &
THE TOWN OF SHALLOTTE VERIFIED THE
UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND
WING WALL
CT
T
T
S
S
S
EXIST R/W
EXIST R/W
MU
LB
E
R
R
Y
B
R
AN
C
H
WOODS
WOODS
MARY DEVONE, HEIRS
DB 3127 PG 1152
PB 68 PG 30
DB 1205 PG 380
SUZIE MAE PRICE
-EL-
SEAT=15.91'
SEAT=16.03'
SEAT=15.99'
SEAT=15.99'
3
4
1
2
EPK
ELEV = 23.16'
OH WIRE
6
0
.
0
0
'
SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA
M
U
L
B
E
R
R
Y
B
R
A
N
C
H
WING WALL
T
ABANDONED
TO EXIST.
AT&T TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
REM
REM REM
Hand
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 11+97 TO 14+85 -L-Roadway Fill 0.053 0.003 0.034 0.004
1 12+89 TO 14+55 -LDET-Detour Roadway Fill 0.024 0.003 0.015
1 10+89 TO 14+67 -L-O/H Power Utility Impacts 0.090
TOTALS*: 0.053 0.024 0.006 0.034 0.109
*Impact totals are the actual impact to the thousandths placed.
Revised 2013 10 24 SHEET 15 OF 15
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
17BP.3.R.81
4/29/2022
BRUNSWICK COUNTY
NC DEPARTMENT OF TRANSPORTATION
17BP.3.R.81