HomeMy WebLinkAbout17BP.3.R.80_Permit Drawings_20230119(Version 3.00; Released August 2021)
TIP/Proj No:17BP.3.R.80 County(ies):Brunswick Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2038 Existing: Year:
City/Town:
0.98
Typical Cross Section Description:
Surrounding Land Use:
Yes
Wetlands within Project Limits?
0.69
0.233 miles
Project Description
Proposed Project
LumberRiver Basin(s):
Craig Lee, PE
1000 Birch Ridge Drive
WBS Element:
Bridge ReplacementWBS Element:
He Yang, PENCDOT Contact:
(919) 707-6708
1110 Navaho Dr #600
Raleigh, NC 27609
Contractor / Designer:
(919) 322-0115
Summit Design and Engineering Services
alec.yang@summitde.com
BrunswickTown of Bolivia
Project Built-Upon Area (ac.)
5015
2 lane road with 12' travel lanes and 4' paved shoulder. The total bridge length is 165' with
an out-to-out width of 43'-3".
2018
cjlee@ncdot.gov
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.ac.
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.80
Raleigh, NC 27610
Address:
1/19/2023
1 lane road with 10' travel lanes and 2.8' paved shoulder with a total bridge length of 55
ft and with of 24 ft.
9058
Rural Area with Agricultural or Residential Land Uses
State Project involves the replacement of NCDOT Bridge 090104 over Middle Swamp on SR 1500 in Brunswick County. The existing structure is a 55 feet and 2 inch long, 3 span
(1@18’5”, 1@18’3”, 1@18’6”) reinforced concrete floor and I-beams structure with a sufficiency rating of 6.0. The proposed structure will be a 2 span (1@80', 1@85') 45 inch girder
bridge with an out-to-out deck width of 43 feet 3 inches. The existing structure has deck drains. The proposed bridge will maintain the existing level of service. There are two
proposed outfalls on the begin of bridge and end of bridge right side and have grassy 3:1 fill slopes to allow proper drainage for the bridge. The fill slope is steepened to 2:1 near
wetlands to minimize disturbance. Toe protection is limited to the fill slope to minimize wetland impact. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion
and there are three proposed ditch.
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
(Version 3.00; Released August 2021)
TIP/Proj No.:17BP.3.R.80 County(ies):Brunswick Page 2 of 2
Aquatic T&E Species?No Comments:
Yes No
No
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:N/A
Surface Water Body (1): Middle Swamp NCDWR Stream Index No.:15-25-1-6-4
General Project Information
Supplemental Classification: Swamp Waters (Sw)
Waterbody Information
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
(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)
Middle Swamp Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Impairments:None
Other Stream Classification: None
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 11
PERMIT DRAWING
B-5311
FORMERLY
Main
St.
Knox
St.
Knox
Ave.
Walnut
St.
Cherry
St.
Elm
St.
Ash
St.Marvin St.
Cox
St.
Wilson
St.
12th13th14th15th16th17th
A ve.
A ve.
A ve.
Ave.
A ve.
Ave.
Mercer
Ave.
Corbett
St.
Wildwood
Bluebird
Cardinal
S.
Dove
Dr.
N.
Eagle
W
ay
S. Eagle Way
N.
Falcon
Ln.
S. Falcon Ln.
N.
Goldfinch
Pl.
S.
Goldfinch
Pl.
N.
Humm
ingbird
Ln.
S.
Humm
ingbird
Ln.
N.
Iris
St.
S.
Iris
St.
N.
Jay
Rd.
N.
Kingfisher
Way
S. Kingfisher Way
S. Lark Tr.
N.
Mockingbird
Ln.
S. Mockingbird Rd.
New Moon Tr.
Chimney Swift Ln.
G
ut
Holden
Creek
Bamshead
B r a n c h
Branch
Gap
Branch
Rattlesnake
Branch
Branch
Bolivia
Branch
Pine
LogBran
ch
Middle
L
o
c
k
w
o
o
d
s
Folly
R
iver
Bolivia
Pop. 265
Piney Grove
Antioch
FAP
FAS
FAS
Ocean
Hw y.
Ocean
Hwy.
Rutland
Chapel
Ri
v
e
r
Middle
S
wa
mp
Middle
S
wa
mp
Middle
Sw
am
p
C
r
.
Curve
Clements
Half Hell
Hwy.
Ocean
Branch
Rattlesnake
Branch
S
w
a
m
p
Rattlesnake
Branch
Gap
D
T
V
=
=
=
=
=
=MPH
ADT
ADT
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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
19
-
J
A
N
-
2
0
2
3
15
:
5
3
B
-
5
3
11_
p
r
m
_
t
s
h
.
d
g
n
h
e
.
y
a
n
g
C
O
N
T
R
A
C
T
:
VICINITY MAP
4
DETOUR ROUTE
2040
2022
60
-L-
5 105
50
50
25
25
50
50
N.T.S.
PROJECT ENGINEER
ADAM M. CONRAD, PE
90% PLANS
Prepared in the Office of:
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
=
=
=
0.202 MILES
0.031 MILES
0.233 MILES
REPLACE BRIDGE 104 OVER MIDDLE SWAMP
100
100
DAVID Z. KEISER, PE
BRUNSWICK COUNTY
MAJOR COLLECTOR
REGIONAL TIER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
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
6128 VPD
9800 VPD
MID
D
LE
S
WAMP
P.E.
NC 906 (MIDWAY ROAD SE)
2018 STANDARD SPECIFICATIONS
PROJECT
BEGIN
2.5
NCDOT CONTACT
ON NC 906 (MIDWAY ROAD SE)
GRADING, DRAINAGE, PAVING AND STRUCTURE
17
BUS
17
17BP.3.R.80
17BP.3.PE.80
17BP.3.R.80
N/A
N/A
N/A
ROW/UTIL.
CONST.
LENGTH BRIDGE PROJECT 17BP.3.R.80
17
B
P
.
3
.
R
.
8
0
55%
-L- POT STA. 14+50.00
BEGIN PROJECT 17BP.3.R.80 -L- POC STA. 26+80.00
END PROJECT 17BP.3.R.80
P
R
O
J
E
C
T
:
9%
5%
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
033400
RESIEK .Z
DIV
A
D
H
W
Y
)
(
O
C
E
A
N
TO
U
S
17
B
U
S
S
U
P
P
L
Y
R
O
A
D
)
(
S
O
U
T
H
P
O
R
T
T
O
N
C
211
DEREK PIELECH, PE
K
TTST= 1% DUALS= 4%
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
17BP.3.ROW.80
LENGTH ROADWAY PROJECT 17BP.3.R.80
TOTAL LENGTH PROJECT 17BP.3.R.80
NOVEMBER 26, 2021
MAY 19, 2022
-L- POT STA. 14+00.00
BEGIN CONSTRUCTION
S LEA
N ORTHCAR
O
LIN
APROFESS
IONA
L
E
NGINEER
046226
IKSOKSTAP .M N
O
SA
J
D
C
0
0
3
1
4
-L- POT STA. 19+30
BEGIN BRIDGE
-L- POT STA. 20+95
END BRIDGE
PROJECT
END N
A
2
0
1
1
N
AD
8
3/
Green
Lewis
Rd.
Green
Lewis
Rd.
Rd.Midway
Rd.
Bryant Hankins Dr.
Albright
Rd.
Brown
Rd.
Johnsonville Rd.
Old J
o
h
n
s
o
n Rd.
Ne
c
k
Rd.
Evans
Rd.
Pin
e
y
Gro
v
e
Piney
Grove
Rd.
Rd.
Rd.
Galloway
Rd.
Tob
e's
Rd.
Gilbert
Danford Rd.
R
d.
Rd.
Midway
Danford
Mckay
MckayRd.
Green
LewisRd.
1449 1445
1705
1401
1513
1511
1509
1510
1508
1507
1500
1512
1402
1493
1490
1512
1477
1401
1501
15" WITH ELBOW
ELBOW
15" WITH
WORK TRESTLE
FILL IN WETLAND
EXCAVATION IN WETLANDS
SITE 1
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
0 502550 100
PLANS
N
AD
8
3/
N
A
2
0
1
1
19
-
J
A
N
-
2
0
2
3
15
:
5
3
B
-
5
3
1
1
_
p
r
m
_
p
s
h
_
2
.
d
g
n
h
e
.
y
a
n
g
5
/
1
4
/
9
9
2
WETLAND
DENOTES FILL INFF
SITE 4
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
SHEET 2 OF 11
PERMIT DRAWING
SITE 2 SITE 3
SF-090104
DENOTES HAND CLEARING
DENOTES WETLAND EXCAVATION
PC Sta. 14+62.28
15
PT Sta. 18+35.94 PC Sta. 23+13.16
2
5
PCC Sta. 26+52.93
2
0
H H
MORE BARKZ LLC
LAND COMPANY LLC
CAMERON PROPERTIES
SYKES WADE L ETUX TRACY S
WILLIAMS, TED E. ET LESLIE A.
-EL-
9'
S
O
I
L
CC
Pow
er
M
et
er
T
V
C
abi
net
w/
C
C
C
C
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G
R/W
E
X
IS
T
IN
G
R
/W
NANCY S. WILLETS
MIDDL
E
S
WAMP
MI
D
D
L
E
S
W
A
M
P
60.00'
9
' GR
9'
G
R
60' PU
B
LI
C
R/
W
60' PUBLIC R/W
GLOER, RONALD L. ET SHERRY M.
GUY ANCHOR
GUY ANCHOR
SAG=49.26'
OVERHEAD POWER
281282
283
285
287
H
E
A
DW
A
L
L
B
R
IC
K
R
IP
R
A
P
R
IP
R
A
P
10" HDPE
R
IP
R
A
P
60.00'
6
0
.0
0'
BST
NC 906 MIDWAY RD 23'
N
C
906
M
ID
W
A
Y
R
D
23' B
ST
T
T
T
T
TOW
N
O
F
B
O
L
IV
IA
TOWN OF BOLIVIA
TOWN OF BOLIVIA
W
O
O
D
S
T
MTL
MTL
WOODS
W
O
O
D
S
WOODS
WOODS
MTL
MTL
18
" H
D
P
E
18" H
D
P
E
18" RCP
1A
2
4
3
5
A
N
C
H
O
R
G
U
Y
MOON HOLDINGS LLC
1
REM
O
V
E
18"
R
C
P-
I
I
I
2GI
2GI
2GI
2GI
T
T
EX. R/W
63.00 /RT
+57.00
C
C
C
C
C
C
C
C 15" RCP-III
15" RCP-III -L-
-L- POT STA. 14+50.00
BEGIN PROJECT 17BP.3.R.80
-L- POC STA. 26+80.00
END PROJECT 17BP.3.R.80
-L- POT STA. 14+00.00
BEGIN CONSTRUCTION
-L- STA. 20+95.00
END BRIDGE
-L- STA. 19+30.00
BEGIN BRIDGE
F
F
F
FF
FF
F
F
F
F
FFF
F
F F
F
FF
F
SEE SHEET 6 AND 7 FOR ENLARGEMENT OF SITE 4
SEE SHEET 4 AND 5 FOR ENLARGEMENT OF SITE 1, 2 AND 3
15" WITH ELBOW
ELBOW
15" WITH
WORK TRESTLE
FILL IN WETLAND
EXCAVATION IN WETLANDS
7
8
9
10
10
11
11
12
12
1
3
14
14
14
14
15
15
1
5
15
16
16
16
16
16
1
7
17
17
1
7
17
17
17
17
17
1717
17
17
17
17
17
17
17
17
17
17
1
7
17
17
17
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
1
8
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
20
20
2
0
20
20
20
20
2
0
2
0
2
0
20
202
0
20
20
2
0
20
20
2
0
2
0
21
21
21
21
21
21
2
1
2
1
21
21
2
1
21
2121
21
21
2
1
21
21
21
21
21
2
1
21
2
1
21
21
21
22
22
2
2
22
22
22
2
2
22
2
2
22
22
22
22
22
22
2
2
22
2
2
22
2
2
2
2
22
22
2
2
22
22
22
22
22
2
2
22
22
2
2
2
3
2
3
23
2
3
23
23
23
23
2
3
23
23
23
23
23
23
23
23
23
2
3
23
2
3
23
2
3
23
23
2
3
23
23
23
2
3
23
23
2
3
24
2
4
24
24
24
24
24
2
4
24
24
2
4
24
24
2
4
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
2
4
24
24
2
5
2
5
2
5
25
25
25
25
25
25
2
5
25
2
5
2
5
25
2
5
25
25
25
25
2
5
25
25
25
2
5
25
25
2
5
2
5
25
25
25
25
26
26
26
26
2
6
26
26
26
2
6
2
6
2
6
2
6
2
6
2
6
26
2
6
26
26
2
6
26
26
26
26
2
6
26
2
7
27
272
7
2
7
2
7
27
27
27
27
27
27
27
27
2
7
28
2
8
2
8
28
28
2
8
28
28
2
8
29 2
9
29
2
9
30
3
0
31
3
1
32
3
2
32
3
2
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
0 502550 100
PLANS
N
AD
8
3/
N
A
2
0
1
1
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
3
SHEET NO.PROJECT REFERENCE NO.
SHEET 3 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SF-090104
SITE 1 SITE 2 SITE 3
SITE 4
DENOTES HAND CLEARING
DENOTES WETLAND EXCAVATION
PC Sta. 14+62.28
15
PT Sta. 18+35.94 PC Sta. 23+13.16
2
5
PCC Sta. 26+52.93
2
0
H H
MORE BARKZ LLC
LAND COMPANY LLC
CAMERON PROPERTIES
SYKES WADE L ETUX TRACY S
WILLIAMS, TED E. ET LESLIE A.
-EL-
9'
S
O
I
L
CC
Pow
er
M
et
er
T
V
C
abi
net
w/
C
C
C
C
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G
R/W
E
X
IS
T
IN
G
R
/W
NANCY S. WILLETS
MIDDL
E
S
WAMP
MI
D
D
L
E
S
W
A
M
P
60.00'
9
' GR
9'
G
R
60' PU
B
LI
C
R/
W
60' PUBLIC R/W
GLOER, RONALD L. ET SHERRY M.
GUY ANCHOR
GUY ANCHOR
SAG=49.26'
OVERHEAD POWER
281282
283
285
287
H
E
A
DW
A
L
L
B
R
IC
K
R
IP
R
A
P
R
IP
R
A
P
10" HDPE
R
IP
R
A
P
60.00'
6
0
.0
0'
BST
NC 906 MIDWAY RD 23'
N
C
906
M
ID
W
A
Y
R
D
23' B
ST
T
T
T
T
TOW
N
O
F
B
O
L
IV
IA
TOWN OF BOLIVIA
TOWN OF BOLIVIA
W
O
O
D
S
T
MTL
MTL
WOODS
W
O
O
D
S
WOODS
WOODS
MTL
MTL
18
" H
D
P
E
18" H
D
P
E
18" RCP
1A
2
4
3
5
A
N
C
H
O
R
G
U
Y
MOON HOLDINGS LLC
1
REM
O
V
E
18"
R
C
P-
I
I
I
2GI
2GI
2GI
2GI
T
T
EX. R/W
63.00 /RT
+57.00
C
C
C
C
C
C
C
C 15" RCP-III
15" RCP-III -L-
-L- POT STA. 14+50.00
BEGIN PROJECT 17BP.3.R.80
-L- POC STA. 26+80.00
END PROJECT 17BP.3.R.80
-L- POT STA. 14+00.00
BEGIN CONSTRUCTION
-L- STA. 20+95.00
END BRIDGE
-L- STA. 19+30.00
BEGIN BRIDGE
F
F
F
FF
FF
F
F
F
F
FFF
F
F F
F
FF
F
SEE SHEET 6 AND 7 FOR ENLARGEMENT OF SITE 4
SEE SHEET 4 AND 5 FOR ENLARGEMENT OF SITE 1, 2 AND 3
ELBOW
15" WITH
WORK TRESTLE
FILL IN WETLAND
EXCAVATION IN WETLANDS
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
AD
8
3/
N
A
2
0
1
1
0 157.515 30
PLANS
SHEET 4 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER ENGINEER
HYDRAULICS
4
SHEET NO.PROJECT REFERENCE NO.
SF-090104
SITE 1
SITE 2
SITE 3
DENOTES HAND CLEARING
DENOTES WETLAND EXCAVATION
PT Sta. 18+35.94
-EL-
C
EXISTING R/W
EXISTING R/W
MID
D
L
E
S
WA
MP
M
I
D
D
L
E
S
W
A
M
P
60.00'60' PUBLIC R/W
SAG=49.26'
OVERHEAD POWER
281
TOWN OF BOLIVIA
TOWN OF BOLIVIA
MTL
MTL
MTL
MTL
2GI
2GI
2GI
2GI
O
T
15" RCP-III
15" RCP-III -L-
-L- STA. 20+95.00
END BRIDGE
-L- STA. 19+30.00
BEGIN BRIDGE
F
F
F
F
F
F F
ELBOW
15" WITH
WORK TRESTLE
FILL IN WETLAND
EXCAVATION IN WETLANDS
7
8
9
10
10
11
11
12
12
1
3
14
14
14
14
15
15
1
5
1
5
16
16
16
1
6
17
1
7
1
7
1
7
1717
1
7
17
17
17
17
1
8
18
18
1819
19
19
2
0
20
20
21
21
21
2
2
22
2
2
23
23
23
24
2
4
25
25
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
AD
8
3/
N
A
2
0
1
1
0 157.515 30
PLANS
SHEET 5 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
HYDRAULICSROADWAY DESIGN
ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
5
SF-090104
SITE 1
SITE 2
SITE 3
DENOTES HAND CLEARING
DENOTES WETLAND EXCAVATION
PT Sta. 18+35.94
-EL-
C
EXISTING R/W
EXISTING R/W
MID
D
L
E
S
WA
MP
M
I
D
D
L
E
S
W
A
M
P
60.00'60' PUBLIC R/W
SAG=49.26'
OVERHEAD POWER
281
TOWN OF BOLIVIA
TOWN OF BOLIVIA
MTL
MTL
MTL
MTL
2GI
2GI
2GI
2GI
O
T
15" RCP-III
15" RCP-III -L-
-L- STA. 20+95.00
END BRIDGE
-L- STA. 19+30.00
BEGIN BRIDGE
F
F
F
F
F
F F
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
AD
8
3/
N
A
2
0
1
1
0 157.515 30
PLANS
SITE 4
SHEET 6 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT REFERENCE NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
SHEET NO.
6SF-090104
PC Sta. 23+13.16
PCC Sta. 26+52.93
H H
SYKES WADE L ETUX TRACY S
WILLIAMS, TED E. ET LESLIE A.
9
'
S
O
I
L
C GUY
ANCHOR
H
E
A
D
W
A
L
L
B
R
I
C
K
6
0
.0
0'
BST
NC 906 MIDWAY RD 23'
T
T
T
O
W
N
O
F
B
O
L
IV
IA
T
WOODS
W
O
O
D
S
18" RCP
5
C
C
-L- POC STA. 26+80.00
END PROJECT 17BP.3.R.80
F
F
F
F
F FF
18
1
8
1
9
19 19
19
2
0
20
20
20
2
1
21
21
2
1
21
21
21
21
21
2
2
22
22
22
22
2
2
22
2
3
23
2
3
23
2
3
2
3
23
23
24
24
24
24
25
25
26
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
N
AD
8
3/
N
A
2
0
1
1
0 157.515 30
PLANS
SITE 4
SHEET 7 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT REFERENCE NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
SHEET NO.
7SF-090104
PC Sta. 23+13.16
PCC Sta. 26+52.93
H H
SYKES WADE L ETUX TRACY S
WILLIAMS, TED E. ET LESLIE A.
9
'
S
O
I
L
C GUY
ANCHOR
H
E
A
D
W
A
L
L
B
R
I
C
K
6
0
.0
0'
BST
NC 906 MIDWAY RD 23'
T
T
T
O
W
N
O
F
B
O
L
IV
IA
T
WOODS
W
O
O
D
S
18" RCP
5
C
C
-L- POC STA. 26+80.00
END PROJECT 17BP.3.R.80
F
F
F
F
F FF
1.5:1
EST. 879 CY
EXCAVATE TO ELEV. 19.0'
KEYED IN AT 3.5' (TYP)
CLASS II RIP RAP KEYED IN AT 3.5' (TYP)
CLASS II RIP RAP
EST. 133 CY
EXCAVATE TO ELEV. 19.0'
1.5:1
NWSEL=16.0 FT (SURVEYED 6/6/2017)
EXISTING BRIDGE
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
Hillsborough, NC 27278
504 Meadowland Drive
Engineering Services
Summit Design and
NC FIRM LICENSE No: P-0339
DENOTES EXCAVATION
0
10
20
30
40
SHEET 8 OF 11
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8SF-090104
19
-
J
A
N
-
2
0
2
3
15
:
5
4
B
-
5
3
1
1
_
p
r
m
_
p
s
h
_
8
.
d
g
n
h
e
.
y
a
n
g
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EL. 25.71'
-L- STA. 14+50.00
BEGIN GRADE
EL. 25.37'
-L- STA. 26+80.00
END GRADE
BM-1
-L- STA. 18+89.41
R/R SPIKE SET IN 34" OAK
BM-2
-L- STA. 21+04.52
R/R SPIKE SET IN POWER POLE
61.49' RT, EL 26.19' 50.79' RT, EL 24.89'
EXISTING GROUND
PROPOSED GRADE
PI = 25+70.00
EL = 25.04'
(-)0.9127%(+)0.3000%
VC = 200'
K = 165
DS = 65 mph
PI = 16+55.00
EL = 24.81'
(-)0.4382%(+)1.2313%
VC = 250'
K = 150
PI = 20+55.00
EL = 29.74'
(+)1.2313%(-)0.9127%
VC = 335'
K = 156
DS = 60 mph
DS = 60 mph
LEFT DITCH
RIGHT DITCH
EL. 28.14'
-L- STA. 19+30.00
BEGIN BRIDGE
EL. 28.85'
-L- STA. 20+95.00
END BRIDGE
E
L
. 2
3
.5
9
F
T
S
T
A
. 14
+
0
0
-
L
-
R
T
B
E
G
I
N
D
IT
C
H
G
R
A
D
E
E
L
. 2
1.6
4
F
T
S
T
A
. 16
+
7
5
-
L
-
R
T
E
N
D
D
IT
C
H
G
R
A
D
E
B
E
G
IN
D
IT
C
H
G
R
A
D
E
E
L
. 2
2
.5
4
F
T
S
T
A
. 14
+
0
0
-
L
-
L
T
E
N
D
D
I
T
C
H
G
R
A
D
E
E
L
. 2
0
.6
3
F
T
S
T
A
. 16
+
0
0
-
L
-
L
T
P
I
=
15
+
5
0
.0
0
E
l
=
2
2
.14
F
T
E
L
. 2
0
.4
2
F
T
S
T
A
. 2
5
+
0
0
-
L
-
R
T
B
E
G
IN
D
I
T
C
H
G
R
A
D
E
E
L
. 2
1.6
1
F
T
S
T
A
. 2
6
+
8
0
-
L
-
R
T
E
N
D
D
IT
C
H
G
R
A
D
E
(-) 0.9570%
(-) 0.9693%
(-) 0.4000%(+) 0.6617%
BRIDGE HYDRAULIC DATA
CFSDESIGN DISCHARGE
DESIGN FREQUENCY =
=
= DESIGN HW ELEVATION
W.S. ELEVATION
DATE OF SURVEY
AT DATE OF SURVEY =
=
= FT
FT
FT
YRS
CFS
= FT
=
=
=
YRS
CFS
FT
YRS
=
=
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
500+
26.0
N/A
6100
20.8
100
1300
50
1000
20.3
6/6/2017
16.0
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
19
-
J
A
N
-
2
0
2
3
15
:
5
4
B
5
3
1
1
_
H
y
d
_
x
p
l
.
d
g
n
h
e
.
y
a
n
g
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
15 15
20 20
25 25
30 30
35 35
10 10
19+35.00
15 15
20 20
25 25
30 30
35 35
19+50.00
15 15
20 20
25 25
30 30
35 35
20+00.00
X-517BP.3.R.80
-L-
2.5 5
BEGIN BRIDGE STA. 19+35.00
SHEET 9 OF 11
PERMIT DRAWING
21.56
0.0250.025
3:
1
2:1
2
8
.
1
4
E
XIS
T
R
/W
E
XIS
T
R
/W
W
E
T
LA
N
D
21.50
0.025 0.0252
8
.
3
2
E
XIS
T
R
/W
E
XIS
T
R
/W
W
E
T
LA
N
D
20.94
0.025 0.0252
8
.
6
5
E
XI
S
T
R
/W
E
XIS
T
R
/W
W
E
TLA
N
D
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
19
-
J
A
N
-
2
0
2
3
15
:
5
4
B
5
3
1
1
_
H
y
d
_
x
p
l
.
d
g
n
h
e
.
y
a
n
g
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
10 10
15 15
20 20
25 25
30 30
35 35
5 5
20+50.00
20 20
25 25
30 30
35 35
40 40
15 15
21+00.00
20 20
25 25
30 30
35 35
40 40
15 15
21+50.00
X-617BP.3.R.80
-L-
2.5 5
END BRIDGE STA. 21+00.00
SHEET 10 OF 11
PERMIT DRAWING
11.92
0.025 0.025
2
8
.
8
3
E
XI
S
T
R
/W
E
XIS
T
R
/W
22.74
2
8
.
8
5
0.0250.025
2:1
3:
1
E
XIS
T
R
/W
E
XIS
T
R
/W
W
E
T
LA
N
D
W
E
T
LA
N
D
24.25
0.0250.025
3:
1
2:1
2
8
.
7
0
E
XIS
T
R/W
E
XIS
T
R
/W
W
E
T
LA
N
D
W
E
T
LA
N
D
Hand Existing Existing
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 18+71 TO 19+55 LT ROADWAY FILL 0.016 0.009
2 20+12 TO 20+18 LT & RT PROPOSED BRIDGE 0.001 0.002
2 19+44 TO 20+03 LT WORK BRIDGE 0.027
3 20+74 TO 22+58 LT ROADWAY FILL 0.074 0.044
4 23+71 TO 26+70 LT ROADWAY FILL 0.049 0.039
TOTALS*:0.140 0.000 0.002 0.092 0.027 0.000 0.000 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 11 OF 11
BRIDGE REPLACE ON NC 906
OVER MIDDLE SWAMP
1/19/2023
BRUNSWICK COUNTY
NC DEPARTMENT OF TRANSPORTATION
SF-090104
Proposed Bridge Permanent Fill in Wetlands for Drilled Shaft = 10 SF
WETLAND AND SURFACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS