20211800 Ver 2_17BP.3.R.81_Permit Drawings_20220429_20220502

(Version 2.08; Released April 2018)55040.1.FD1TIP No.:17BP.3.R.81County(ies):Brunswick Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?Swamp Waters (Sw) NoneSupplemental Classification: Rural Area with Agricultural or Residential Land UsesMulberry Branch15-25-2-70.280.151 milesProject DescriptionProposed ProjectLumberRiver Basin(s): City/Town:0.54Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27610Address:4/29/2022BrunswickShallotteJon Moore, PE1020 Birch Ridge DriveWBS Element:Bridge ReplacementWBS Element:Jason Patskoski, PE, PhDNCDOT Contact:(919) 707-67381110 Navaho Dr #600Raleigh, NC 27609Contractor / Designer:[phone]Summit Design and Engineering ServicesNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project Information17BP.3.R.8155040.1.FD1Impairments: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 BranchNone4362 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 Information2018NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.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. [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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
.2
1
.12
.05
.121.06
.05
.45
.72
.05.12
.31.04
Mul
b
err
y
Rd.
Northside
Arnold
St.
Russ St.Ra
n
d
all
St.MulberryMulberryGrace Shallotte
Ocean
West Brunswick
High School
17
T
V
=
=
=
=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:09/08/990
00
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
29-APR-2022 08:50B-5540_Hyd_prm_tsh.dgnhe.yangCONTRACT: DC00313VICINITY 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
ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADIVISION 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
MULBERRY BRANCH0.151 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 DETOUR17BP.3.R.81LENGTH ROADWAY PROJECT 17BP.3.R.81
LENGTH BRIDGE PROJECT 17BP.3.R.81
TOTAL LENGTH PROJECT 17BP.3.R.81PROJECT:-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 LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z D
IVAD
S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .
M
NOSA
J
APRIL 21, 2022
4
PROJECT
END
N
A 2011
N
A
D 83/
S
mith
Northside Dr.Sm
it
hAve.
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.8/17/9929-APR-2022 08:50B-5540_Hyd_prm_2.dgnhe.yangREVISIONS 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 LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z D
IVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .
M
NOSA
J
2B-5540
N
A
D 83/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
.03.025EXIST.EXIST.EXIST.EXIST..02515" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTTIMBERED AREA
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS VALVE
WING WALL
PC Sta. 10+00.00
PRC Sta. 11+90.92
PT Sta. 13+81.83
PT Sta. 20+47.171520
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
6777888999
9101010101011111111
111111
11 121212
121212121
2
12
1
2
12
13131313131313131313
1313131
3
131313
13 1414141414
14
14
14
1414141414
14 1414141414
1414
1414
14
1414141414
1414
15
15
151515
151515151515
15
15151515151515
15
1515
151515151515151515151
6
16
161616
16161616161616 16 161616161616 16
16161616161616 16
16 161616
1617171717
17
17171717171717
17 17171717171717
1717171717171717
17
17 17 1717
17
18181818 181818181
818 1818181818
18
18
18181818
1818181818181
8
1 8
181818
18
19
19191919 1919191919191
9
1919
19
191919
191919191919
1
919 19
20202020 202020202020202020
2020
202020
202020202020 2021
2
121 2121 212121212121 212121
21
21
21
2121212121212121
2222222222 22222
222 22222
2 2222
22222222222222 2222
22222323
2
3 232323232323232
3
23
232323
2323
23232323232323232323 232
3
242
4 2424242
42424 24242
424
242424
24 2424
24
2525252525 252525252
5
25252525
252525
252626
26 262
6
26
2
6 2626262626
2626
272727 2727272727272727
2727272828282
828282828282829292929292929292929
29
293030303030303030
303131
313131 31313132323
232 323233333333 333333333333
33343434 343434343434353
53
5 3535
35PI = 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.8/17/9929-APR-2022 08:50B-5540_Hyd_prm_3.dgnhe.yangREVISIONS 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 LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z D
IVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .
M
NOSA
J
3B-5540
N
A
D 83/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
.03.025EXIST.EXIST.EXIST.EXIST..02515" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTTIMBERED AREA
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS VALVE
WING WALL
PC Sta. 10+00.00
PRC Sta. 11+90.92
PT Sta. 13+81.83
PT Sta. 20+47.171520
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 2011
WETLAND
DENOTES FILL INFF
SHEET 4 OF 15
PERMIT DRAWING
APRIL 29, 2022
EXIST.EXIST..025CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHO
WING WALL
PRC Sta. 11+90.92
PT Sta. 13+81.83
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING 6777888999
91010101
01011111111
111111
1112121212
12121
2
12
1
2
12 1313131313131313
1313131
3
131313
13
141414
14
14
14
1414141414
14 1414141414
1414
14141414
15
15
151515
1515151515
15
151515151515
151515161616161616 16 1616
161616161616 16
1616
1717
17 17171717
17
17171717171717
17
17
17
17
18
18
18
181818
1818181818181
8
1 8 18191919
19
1919
1919191919192020
20
2020202021
2121212122
2222222324
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 2011
WETLAND
DENOTES FILL INFF
SHEET 5 OF 15
PERMIT DRAWING
APRIL 29, 2022
EXIST.EXIST..025CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHO
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 83/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.8/17/9929-APR-2022 08:50B-5540_Hyd_prm_6.dgnhe.yangREVISIONS 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 LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z DIVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .M
NOSA
J
TDESIGN 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.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-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
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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 83/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.8/17/9929-APR-2022 08:50B-5540_Hyd_prm_7.dgnhe.yangREVISIONS 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 LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z DIVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .M
NOSA
J
TDESIGN 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.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-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
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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%6777888999
9101010101011111111
111111
11 121212
121212121
2
12
1
2
12
13131313131313131313
1313131
3
131313
13 1414141414
14
14
14
1414141414
14 1414141414
1414
1414
14
1414141414
1414
15
15
151515
151515151515
15
15151515151515
15
1515
151515151515151515151
6
16
161616
16161616161616 16 161616161616 16
16161616161616 16
16 161616
1617171717
17
17171717171717
17 17171717171717
1717171717171717
17
17 17 1717
17
18181818 181818181
818 1818181818
18
18
18181818
1818181818181
8
1 8
181818
18
19
19191919 1919191919191
9
1919
19
191919
191919191919
1
919 19
20202020 202020202020202020
2020
202020
202020202020 2021
2
121 2121 212121212121 212121
21
21
21
2121212121212121
2222222222 22222
222 22222
2 2222
22222222222222 2222
22222323
2
3 232323232323232
3
23
232323
2323
23232323232323232323 232
3
242
4 2424242
42424 24242
424
242424
24 2424
24
2525252525 252525252
5
25252525
252525
252626
26 262
6
26
2
6 2626262626
2626
272727 2727272727272727
2727272828282
828282828282829292929292929292929
29
3030303030303030
303131
313131 31313132323
232 323233333333 333333333333
33343434 343434343434353
53
5 3535
35WING 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 2011
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
.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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 MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHWING WALLT
EXCAVATION IN WETLAND
HAND CLEARING
HAND CLEARING
PERMANENT FILL IN WETLAND
6777888999
91010101
01011111111
111111
1112121212
12121
2
12
1
2
12 1313131313131313
1313131
3
131313
13
141414
14
14
14
1414141414
14 1414141414
1414
14141414
15
15
151515
1515151515
15
151515151515
151515161616161616 16 1616
161616161616 16
1616
1717
17 17171717
17
17171717171717
17
17
17
17
18
18
18
181818
1818181818181
8
1 8 18191919
19
1919
1919191919192020
20
2020202021
2121212122
2222222324
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 2011
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
.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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 MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHWING WALLT
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 83/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.8/17/9929-APR-2022 08:51B-5540_Hyd_prm_10.dgnhe.yangREVISIONS Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z DIVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .M
NOSA
J
TPOT Sta. 10+00.00
EXIST.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-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
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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 83/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.8/17/9929-APR-2022 08:51B-5540_Hyd_prm_11.dgnhe.yangREVISIONS Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

033400

RESIEK .Z DIVAD S LEANORTHCAR
O
LIN
APROFESSIONA
L
E
NGINEER

046226
IKSOKSTAP .M
NOSA
J
TPOT Sta. 10+00.00
EXIST.025.02.01.00.01.02.025.05.04.03.025.05EXIST.025.025EXISTEXISTC C
CC
15" CMP
15" CMP
15" HDPE
15" RCP
C
C
C
C
T
T
T
TT
T
T
S
S
S
PLASTIC
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
N 85°48'23" W
375.54'S 56°03'57" W202.78'S 56°03'57" W202.96'N
43°35'38" W
75
.00'S 56°03'57" W202.65'N 37°53'22" W
83.12'S 37°53'22"
E
90.38'S 25°58'11" W108.46'S 22°47'19" W56.59'
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EIP
TO EIP
1.22' R/W
EPKGR
GR
CONC
TO
E
IP
0
.45' R
/W
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-1357 N. MULBERRY RD 20' BST
SR
-1357
N
. MULBERRY
RD
20' BSTN 44°21'41" E309.44'N 28°11'39" E70.81'S 23°29'57" W49.06'
TIMBERED AREA
ELEV = 16.17'
HIGH WATER MARK
2
4
5
6
8
1
3
9
MULBERRY BRANCHTANK
SEPTIC
PUMP
GRINDER
PUMP
GRINDER
HTR
BY THE TOWN OF SHALLOTTE
WERE VERIFIED BY & ARE OWNED
THESE 1 1/2" LINES
N 36°34'54" E185.90'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 37°41'43" W166.70'UNKNOWN UTILITY ASSUMED ABANDONED, NO TERMINI FOUND A.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS 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
60.00'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
)MULBERRY BRANCHWOODS
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
IQUE
K
ING
DB
3318
PG
843
PB
18
PG
3
KAT
IE
MAE
PR
ICE
DB
1108
PG
959
PB
18
PG
3
W
IILBERT
TOMMY
PR
ICE
DB
1108
PG
963
3 GRGR
PAVED
E
PK
GR6
54
12
7
8
RRSPK
EPK
EPK EPK
EPKGR
GR
CONC
ELEV = 23.16'
OH WIRE
SOIL
HTR
HTR60.00'CONC
CONC
SOILSOILSR-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
MULBERRY BRANCHTANK
SEPTIC
HTR
DRAIN LINES
SA.T.T. 20' EASEMENTMB 27 PG 10MB 21 PG 508DB 767 PG 70FSS VALVE
6777888999
9101010101011111111
111111
11 121212
121212121
2
12
1
2
12
13131313131313131313
1313131
3
131313
13 1414141414
14
14
14
1414141414
14 1414141414
1414
1414
14
1414141414
1414
15
15
151515
151515151515
15
15151515151515
15
1515
15151515151515151515151
6
16
161616
16161616161616 16 16161616161616 16
16161616161616 16
16 161616
1617171717
17
17171717171717
17 1717171717171717
1717171717171717
17
17 17 1717
17
18181818 181818181
818 1818181818
1818
18
18181818
1818181818181
8
1 8
181818
18
19
19191919 1919191919191
9
191919
19
191919
191919191919
1
919 19
20202020 20202020202020202020
2020
202020
202020202020 2021
2
121 2121 212121212121 21212121
21
21
21
2121212121212121
2222222222 22222
222 22222
2 2222
2222
22222222222222 2222
22222323
2
3 232323232323232
3
23
232323
232323
23232323232323232323 232
3
242
4 2424242
42424 2424242 4
2
424
242424
24 2424
24
2525252525 2525252525252
5
25252525
252525
252626
26 262
6
26
2
6 262626262626
26
2626
272727 2727272727272727
27
27
2727272828282
8282828282828
28282929292929292929292929
29
29
3030303030303030
30
303131
313131 31313132323
232 323233333333 333333333333
33343434 343434343434353
53
5 3535
35WING 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 2011
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
.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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 MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHWING WALLT
ABANDONED
TO EXIST.
AT&T TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
REM
REM REM
6777888999
91010101
01011111111
111111
1112121212
12121
2
12
1
2
12 1313131313131313
1313131
3
131313
13
141414
14
14
14
1414141414
14 1414141414
1414
14141414
15
15
151515
1515151515
15
151515151515
151515161616161616 16 1616
161616161616 16
1616
1717
17 17171717
17
17171717171717
17
17
17
17
18
18
18
181818
1818181818181
8
1 8 18191919
19
1919
1919191919192020
20
2020202021
2121212122
2222222324
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 2011
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
.025.02.01.00.01.02.025EXIST.025.025EXISTC C
CT
T
T
S
S
S
EXIST R/W
EXIST R/W MULBERRY BRANCHWOODS
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 25°58'11" W108.46'
3
4
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
S 23°29'57" W49.06'
TIMBERED AREA MULBERRY BRANCHDOWN 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 MULBERRY BRANCHWOODS
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
12
EPK
ELEV = 23.16'
OH WIRE
60.00'SR-1357 N. MULBERRY RD 20' BST
TIMBERED AREA MULBERRY BRANCHWING WALLT
ABANDONED
TO EXIST.
AT&T TIE
AND (2) 1.25" DUCTS
ATMC BORE (1) 2"DUCT
REM
REM REM
HandPermanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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)111+97 TO 14+85 -L-Roadway Fill0.053 0.003 0.034 0.004112+89 TO 14+55 -LDET- Detour Roadway Fill0.024 0.003 0.015110+89 TO 14+67 -L-O/H Power Utility Impacts0.090TOTALS*: 0.053 0.024 0.006 0.034 0.109*Impact totals are the actual impact to the thousandths placed.Revised 2013 10 24SHEET 15OF15 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS17BP.3.R.814/29/2022BRUNSWICK COUNTYNC DEPARTMENT OF TRANSPORTATION17BP.3.R.81