20140723 Ver 2_Application_20141218

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY

December 18, 2014

Mr. Tom Steffens
U.S. Army Corps of Engineers
Regulatory Field Office
2407 West 5th St.
Washington, NC 27889

Mr. Stephen Lane
N.C. Dept. of Environment and
Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557

Dear Sirs:

Subject: Permit Modification Request for the Section 404 Nationwide Permit 23,
Section 401 Water Quality Certification and CAMA Major Development
Permit for the proposed replacement of Bridge No. 33 over the North River on
US 70 in Carteret County, North Carolina; TIP No. B-4722B; Federal Aid Project
No. BRNHS-0070(84); Debit $240 (NCDWR) and $100 (NCDCM) from WBS
No. 38496.1.1

Reference: Section 404 NW 23 No. SAW-2014-01560, issued August 27, 2014
Section 401 General Certification No. 20140723, issued August 15, 2014
CAMA Major Development Permit No. 95-14, issued October 30, 2014

Please see the enclosed revised permit and utility drawings for the above referenced project.
Portions of the existing causeway will need to be retained with rip rap to protect the power poles
on the south side of the bridge. This will result in an additional 0.01 acre of rip rap in surface
water to provide adequate stabilization. Additionally, CenturyLink has elected to attach a 4”
conduit on the south side of the proposed bridge rather than directional boring the telephone line.
This will not result in any additional impacts to jurisdictional resources.

Regulatory Approvals

Section 404 Permit: We are hereby requesting modification to the NW 23 issued August 27,
2014for the activities described above.

Section 401 Permit: We are hereby requesting modification to the 401 General Certification
issued August 15, 2014for the activities described above.

CAMA Major Permit: We are hereby requesting modification to the CAMA Major Development
Permit issued October 30, 2014 for the activities described above.

MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548

TELEPHONE: [phone]
FAX: [phone]

WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/
LOCATION:
CENTURY CENTER, BUILDING A
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

A copy of this permit modification application and its distribution list will be posted at the
NCDOT Website at https://connect.ncdot.gov/resources/Environmental. If you have any
questions or need additional information, please contact Tyler Stanton at [e-mail] or
[phone].
Sincerely,
Richard $V. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

WETLAND DENOTES FILL INFFSSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY
S
I
T
E

1
1
"
=
1
0
0
’
0
’
1
0
0
’
1
0
0
’
D
E
T
A
I
L

C
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(
T
O

B
E

R
E
T
A
I
N
E
D
)
EX
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

4
0
+
8
0

T
O

4
4
+
0
5

R
T
.
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
G
E
O
T
E
X
T
I
L
E
N
A
T
U
R
A
L

B
E
D

E
L
E
V
A
T
I
O
N
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
E
X
.

R
O
A
D
W
A
Y
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
S
H
E
E
T

2

O
F

1
1
P
E
R
M
I
T

D
R
A
W
I
N
G
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
SEE E
N
L
A
R
G
E
M
E
N
T

S
H
E
E
T

4
R
E
M
O
V
E

P
A
V
E
M
E
N
T
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

A
S
P
E
C
I
A
L

C
U
T
d
=
0
.
7
F
T
.

d
=
0
.
7
F
T
.
V
=
1
.
1
F
P
S

V
=
1
.
2
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
4
6
4
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
6
1
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
4
:
1
Q
=
(
0
.
5
8
)
(
7
.
0
6
)
(
0
.
6
1
)
=
2
.
5
C
F
S
Q
=
C
I
A
=
(
0
.
5
8
)
(
5
.
4
2
)
(
0
.
6
1
)
=
1
.
9
C
F
S
D
A
=
0
.
6
1

A
C
R
E
S

C
=
0
.
5
8
-
L
-

S
T
A
.

3
3
+
8
6

T
O

3
8
+
5
0

R
T
.
2
22 1
0
1
01
0
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

B
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

A
S
P
E
C
I
A
L

C
U
T
2
22 1
0
1
0
1
0
d
=
1
.
1
F
T
.

d
=
1
.
2
F
T
.
V
=
1
.
5
F
P
S

V
=
1
.
6
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
2
3
6
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
9
2
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
4
:
1
Q
=
(
0
.
7
9
)
(
7
.
0
6
)
(
0
.
9
2
)
+
2
.
5
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
7
9
)
(
5
.
4
2
)
(
0
.
9
2
)
+
1
.
9
=
6
.
0
C
F
S
A
C
R
E
S

C
=
0
.
7
9
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
9
2

T
O
T
A
L

D
A
=
1
.
5
3

A
C
R
E
S
-
L
-

S
T
A
.

3
8
+
5
0

T
O

4
0
+
8
6

R
T
.
HCHCCLEARINGDENOTES HAND
W
A
T
E
R

I
M
P
A
C
T
S
P
E
R
M
A
N
E
N
T

S
U
R
F
A
C
E
R:\Hydraulics\PERM ITS_Environm ental\Drawings\2-B4722B_Hyd_prm _wet_PSH_4.dgncrlewis212/8/2014
D
(

N
o
t

t
o

S
c
a
l
e
)
S
P
E
C
I
A
L

C
U
T

G
R
A
S
S
E
D

S
W
A
L
E
4:1
G
r
o
u
n
d
N
a
t
u
r
a
l
D
E
T
A
I
L

A
S
l
o
p
e
D
i
t
c
h
F
r
o
n
t
M
i
n
.

D
=
1

F
T
.
4:1
-
L
-

S
T
A
.

3
3
+
8
6

T
O

4
0
+
5
0

R
T
.
15" RCP-IV
1
5
"

R
C
P
-
I
V

15" RCP-IV
1
5
"

R
C
P
-
I
V

15"
2
G
I
2
G
I
2
G
I
2
G
I
S
E
E

D
E
T
A
I
L

C
A
P
P
R
O
X
.

1
1
,
7
0
0

C
Y

E
X
C
A
V
A
T
I
O
N
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
S
E
E

D
E
T
A
I
L

B
G
R
A
S
S
E
D

S
W
A
L
E
LA
T
E
R
A
L

’
V
’

W
/

P
S
R
M
S
E
E

D
E
T
A
I
L

A
G
R
A
S
S
E
D

S
W
A
L
E
S
P
E
C
I
A
L

C
U
T
3:1
(

N
o
t

t
o

S
c
a
l
e
)
4:1
4:1
D
b
1
"
/
F
t
.
L
w
w
w

-
L
-

S
T
A
.

4
0
+
5
0

T
O

4
0
+
8
6

R
T
.
G
r
o
u
n
d
N
a
t
u
r
a
l
See

Roa
dw
a
y p
rofile
s
Prop. d
itch

g
ra
de
P
R
O
F
I
L
E

V
I
E
W
D
E
T
A
I
L

B
G
R
A
S
S
E
D

S
W
A
L
E

w
/
P
S
R
M
P
L
A
N

V
I
E
W
S
L
O
P
E
F
I
L
L
PS
R
M
T
U
C
K

A
L
L

S
I
D
E
S
P
S
R
M

w
/

1
’
D
I
T
C
H

G
R
A
D
E
E
N
D

O
F

P
R
O
P
O
S
E
D
L
=
3
.
5
F
T
.
w
=
5
F
T
.
b
=
5
F
T
.
M
i
n
.

D
=
1
.
5
F
T
.

B
L
1
L
1
=
7
.
5
F
T
.
B
=
1
0
F
T
.
L
1
G
r
o
u
n
d
N
a
t
u
r
a
l
E
L
E
V
.

3
.
6
6
F
T
.
E
L
E
V
.

4
.
8
F
T
.
2
G
I
D
E
T
A
I
L

C
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(
T
O

B
E

R
E
T
A
I
N
E
D
)
EX
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

4
0
+
9
6

T
O

4
4
+
0
5

R
T
.
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
G
E
O
T
E
X
T
I
L
E
N
A
T
U
R
A
L

B
E
D

E
L
E
V
A
T
I
O
N
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
E
X
.

R
O
A
D
W
A
Y
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
R
I
P

R
A
P
C
L
A
S
S

I
I
R
I
P

R
A
P
R
E
T
A
I
N

S
E
E

D
E
T
A
I
L

G
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
3:1
4
0
’
D
E
T
A
I
L

G
(
N
O
T

T
O

S
C
A
L
E
)
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
2
.
0
’
G
R
O
U
N
D
N
A
T
U
R
A
L
E
X
I
S
T
I
N
G
R
I
V
E
R

B
E
D

E
L
E
V
A
T
I
O
N
E
X
C
A
V
A
T
E

T
O

E
X
I
S
T
I
N
G
P
O
W
E
R

P
O
L
E
E
X
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N

7
.
2
5
’
EX
C
A
V
A
T
E

T
O
G
E
O
T
E
X
T
I
L
E
W
/

3
.
5
’

K
E
Y
-
I
N
C
L

I
I

R
I
P

R
A
P
R
I
P

R
A
P
R
E
T
A
I
N

E
X
I
S
T
I
N
G
-
L
-

S
T
A
.

4
3
+
5
1

R
T
.
U
S

7
0

2
4
’

B
S
T
J
O
H
N

R
.

F
U
L
C
H
E
R

J
R
.
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
SCRUB SCRUB
-
B
L
-

3
-
B
L
-

4
-BL- 2 PAMCAR FARMS LLCJANET FULCHER
B
R
I
D
G
E

#
3
3
E
X
I
S
T
I
N
G

P
O
W
E
R

T
R
A
N
S
M
I
S
S
I
O
N

L
I
N
E

E
A
S
E
M
E
N
T
30+00
3
5
+
0
0
4
0
+
0
0
M ATCH LIN E SEE SHEET 5 -L- STA. 44+00.00
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
4
B
-
4
7
2
2
B
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
N
O
T
E
S
NAD
83
/ NSRS
2007
TYPE-IIITYPE-III
T
Y
P
E
-
I
I
I
T
Y
P
E
-
I
I
I
025
02
01
24’4’4’
6’24’6’
6’24’6’BEGIN BRIDG
E
BEGIN APPROACH SL
A
B
E
N
D

B
R
I
D
G
E
E
N
D

A
P
P
R
O
A
C
H

S
L
A
B
SKETCH OF PA
V
E
M
E
N
T
/
B
R
I
D
G
E

R
E
L
A
T
I
O
N
S
H
I
P
N
O
T

T
O

S
C
A
L
E
1
)

F
O
R

-
L
-

P
R
O
F
I
L
E
,

S
E
E

S
H
E
E
T

7

P
A
V
E
M
E
N
T

R
E
M
O
V
A
L
025025025025
025
24’4’4’-L- STA. 40+75.04 LT END SBG-L- STA. 40+75.04 RT END SBG-L- STA. 40+
9
9
.
0
4
-L- STA. 40+75.04
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6

L
T
B
E
G
I
N

S
B
G
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6

R
T
B
E
G
I
N

S
B
G
-
L
-

S
T
A
.

5
4
+
5
0
.
9
6
2
)

F
O
R

S
T
R
U
C
T
U
R
E

P
L
A
N
S
,

S
E
E

S
H
E
E
T
S

S
-
1

T
O

S
-
?
1
2
C
C
C
C
FFFFF
C
C
C
C
C
C
C
C
C
C
CC
Re
v
i
s
e
d

1
2
/
8
/
1
4
D
E
T
A
I
L

C
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(
T
O

B
E

R
E
T
A
I
N
E
D
)
EX
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

4
0
+
8
0

T
O

4
4
+
0
5

R
T
.
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
G
E
O
T
E
X
T
I
L
E
N
A
T
U
R
A
L

B
E
D

E
L
E
V
A
T
I
O
N
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
E
X
.

R
O
A
D
W
A
Y
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
WETLAND DENOTES FILL INFFSSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY
S
I
T
E

1
1
"
=
1
0
0
’
0
’
1
0
0
’
1
0
0
’
S
H
E
E
T

3

O
F

1
1
P
E
R
M
I
T

D
R
A
W
I
N
G
SEE E
N
L
A
R
G
E
M
E
N
T

S
H
E
E
T

4
R
E
M
O
V
E

P
A
V
E
M
E
N
T
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

A
S
P
E
C
I
A
L

C
U
T
d
=
0
.
7
F
T
.

d
=
0
.
7
F
T
.
V
=
1
.
1
F
P
S

V
=
1
.
2
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
4
6
4
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
6
1
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
4
:
1
Q
=
(
0
.
5
8
)
(
7
.
0
6
)
(
0
.
6
1
)
=
2
.
5
C
F
S
Q
=
C
I
A
=
(
0
.
5
8
)
(
5
.
4
2
)
(
0
.
6
1
)
=
1
.
9
C
F
S
D
A
=
0
.
6
1

A
C
R
E
S

C
=
0
.
5
8
-
L
-

S
T
A
.

3
3
+
8
6

T
O

3
8
+
5
0

R
T
.
2
22 1
0
1
01
0
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

B
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

A
S
P
E
C
I
A
L

C
U
T
2
22 1
0
1
0
1
0
d
=
1
.
1
F
T
.

d
=
1
.
2
F
T
.
V
=
1
.
5
F
P
S

V
=
1
.
6
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
2
3
6
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
9
2
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
4
:
1
Q
=
(
0
.
7
9
)
(
7
.
0
6
)
(
0
.
9
2
)
+
2
.
5
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
7
9
)
(
5
.
4
2
)
(
0
.
9
2
)
+
1
.
9
=
6
.
0
C
F
S
A
C
R
E
S

C
=
0
.
7
9
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
9
2

T
O
T
A
L

D
A
=
1
.
5
3

A
C
R
E
S
-
L
-

S
T
A
.

3
8
+
5
0

T
O

4
0
+
8
6

R
T
.
HCHCCLEARINGDENOTES HAND
W
A
T
E
R

I
M
P
A
C
T
S
P
E
R
M
A
N
E
N
T

S
U
R
F
A
C
E
R:\Hydraulics\PERM ITS_Environm ental\Drawings\3-B4722B_Hyd_prm _wet_PSH_4_CONTOURS.dgncrlewis212/8/2014
D
(

N
o
t

t
o

S
c
a
l
e
)
S
P
E
C
I
A
L

C
U
T

G
R
A
S
S
E
D

S
W
A
L
E
4:1
G
r
o
u
n
d
N
a
t
u
r
a
l
D
E
T
A
I
L

A
S
l
o
p
e
D
i
t
c
h
F
r
o
n
t
M
i
n
.

D
=
1

F
T
.
4:1
-
L
-

S
T
A
.

3
3
+
8
6

T
O

4
0
+
5
0

R
T
.
15" RCP-IV
1
5
"

R
C
P
-
I
V

15" RCP-IV
1
5
"

R
C
P
-
I
V

15"
2
G
I
2
G
I
2
G
I
2
G
I
S
E
E

D
E
T
A
I
L

C
A
P
P
R
O
X
.

1
1
,
7
0
0

C
Y

E
X
C
A
V
A
T
I
O
N
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
S
E
E

D
E
T
A
I
L

B
G
R
A
S
S
E
D

S
W
A
L
E
LA
T
E
R
A
L

’
V
’

W
/

P
S
R
M
S
E
E

D
E
T
A
I
L

A
G
R
A
S
S
E
D

S
W
A
L
E
S
P
E
C
I
A
L

C
U
T
3:1
(

N
o
t

t
o

S
c
a
l
e
)
4:1
4:1
D
b
1
"
/
F
t
.
L
w
w
w

-
L
-

S
T
A
.

4
0
+
5
0

T
O

4
0
+
8
6

R
T
.
G
r
o
u
n
d
N
a
t
u
r
a
l
See

Roa
dw
a
y p
rofile
s
Prop. d
itch

g
ra
de
P
R
O
F
I
L
E

V
I
E
W
D
E
T
A
I
L

B
G
R
A
S
S
E
D

S
W
A
L
E

w
/
P
S
R
M
P
L
A
N

V
I
E
W
S
L
O
P
E
F
I
L
L
PS
R
M
T
U
C
K

A
L
L

S
I
D
E
S
P
S
R
M

w
/

1
’
D
I
T
C
H

G
R
A
D
E
E
N
D

O
F

P
R
O
P
O
S
E
D
L
=
3
.
5
F
T
.
w
=
5
F
T
.
b
=
5
F
T
.
M
i
n
.

D
=
1
.
5
F
T
.

B
L
1
L
1
=
7
.
5
F
T
.
B
=
1
0
F
T
.
L
1
G
r
o
u
n
d
N
a
t
u
r
a
l
E
L
E
V
.

3
.
6
6
F
T
.
E
L
E
V
.

4
.
8
F
T
.
2
G
I
D
E
T
A
I
L

C
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(
T
O

B
E

R
E
T
A
I
N
E
D
)
EX
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

4
0
+
9
6

T
O

4
4
+
0
5

R
T
.
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
G
E
O
T
E
X
T
I
L
E
N
A
T
U
R
A
L

B
E
D

E
L
E
V
A
T
I
O
N
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
E
X
.

R
O
A
D
W
A
Y
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
R
I
P

R
A
P
C
L
A
S
S

I
I
R
I
P

R
A
P
R
E
T
A
I
N

S
E
E

D
E
T
A
I
L

G
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
3:1
4
0
’
D
E
T
A
I
L

G
(
N
O
T

T
O

S
C
A
L
E
)
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
2
.
0
’
G
R
O
U
N
D
N
A
T
U
R
A
L
E
X
I
S
T
I
N
G
R
I
V
E
R

B
E
D

E
L
E
V
A
T
I
O
N
E
X
C
A
V
A
T
E

T
O

E
X
I
S
T
I
N
G
P
O
W
E
R

P
O
L
E
E
X
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N

7
.
2
5
’
EX
C
A
V
A
T
E

T
O
G
E
O
T
E
X
T
I
L
E
W
/

3
.
5
’

K
E
Y
-
I
N
C
L

I
I

R
I
P

R
A
P
R
I
P

R
A
P
R
E
T
A
I
N

E
X
I
S
T
I
N
G
-
L
-

S
T
A
.

4
3
+
5
1

R
T
.
U
S

7
0

2
4
’

B
S
T
J
O
H
N

R
.

F
U
L
C
H
E
R

J
R
.
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
SCRUB SCRUB
-
B
L
-

3
-
B
L
-

4
-BL- 2 PAMCAR FARMS LLCJANET FULCHER
B
R
I
D
G
E

#
3
3
E
X
I
S
T
I
N
G

P
O
W
E
R

T
R
A
N
S
M
I
S
S
I
O
N

L
I
N
E

E
A
S
E
M
E
N
T
-
5.
0
-5.0
-4
.5
-4.5
-4.0
-
4
.0
-
4
.
0
-
4
.
0
-4
.0
-3.5
-3.5
-
3.
5
-
3
.
5
-
3
.
5
-
3
.
5
-
3
.
5
-
3
.5
-
3.
5
-
3.5
-3.5
-
3
.5
-3.5
-3
.5
-3
.5
-
3
.
0
-
3
.0
-
3.
0
-3
.0
-
3
.0
-
3
.0
-3
.0
-3.0
-
3
.
0
-
3
.
0
-
3
.
0
-
3
.
0
-3.0-3.0-3.0
-
3.
0
-3.0
-2.5
-
2
.5
-
2
.5
-
2.5
-
2
.5
-
2
.
5
-
2
.
5
-
2
.
5
-
2
.5
-
2
.
5
-2.5-2.5-2.5 -2.5 -2.5 -2.0-2.0
-
2.0
-2.0
-
2
.0
-
2
.
0
-
2
.
0
-2.0
-
2
.
0
-
2
.
0
-
2
.
0
-
2
.
0
-
2
.
0
-2.0-2.0-2.0 -2.0 -2.0-2.0 -1.5-1.5-1.5
-1.5
-1.5
-
1
.
5
-
1
.
5
-
1
.
5
-1.5
-
1
.
5
-1.5
-
1
.
5
-
1.5
-
1.5
-1.5-1.5-1.5 -1.5 -1.0-1.0-1.0-1.0
-
1
.0
-
1
.
0
-
1
.
0
-
1
.
0
-1.0
-
1
.
0
-
1
.
0
-
1
.
0
-
1.0
-1.
0
-1.0-1.0
-
1.0
-
1.0
-
1.0
-0.5-0.5-0.5-0.5
-0
.5
-
0
.
5
-
0
.
5
-
0
.5
-
0
.
5
-
0
.
5
-
0
.
5
-
0
.5
-
0
.5
-
0
.
5
-0.5-0.5 0.00.00.00.00.00.0
0
.0
0
.0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0.0
0.0
0
.
0
0
.
0
0
.
0
0
.0
0
.
0
0
.0
0
.
0
0
.
0
0.00.00.00.0 0.0 0.50.50.50.5
0
.5
0
.
5
0
.
5
0
.
5
0
.
5
0.5
0
.
5
0
.
5
0
.
5
0
.
5
0.50.5 1.0
1
.
0
1.0
1
.
0
1
.
0
1
.
0
1.0
1
.
0
1
.
0
1
.
0
1
.
0
1.0 1.0 1.0
1.0
1.5
1
.
5
1
.
5
1
.
5
1
.
5
1.51.5 1.51.51.51.5
1
.
5
1
.
5
1
.
5
1
.
5
1
.
5
1.5
1.5 1.5
2
.0
2
.
0
2
.
0
2
.
0
2
.
0
2.02.0 2.0 2.0
2
.
0
2
.
0
2
.
0
2
.
0
2
.
0
2.0 2.02.0 2.0
2
.0
2
.5
2
.
5
2
.
5
2
.
5
2
.
5
2.52.5 2.5 2.5
2
.
5
2
.
5
2
.
5
2
.
5
2
.
5
2.52.5
3
.
0
3
.
0
3
.
0
3
.
0
3
.
0
3.03.0 3.0
3
.
0
3
.
0
3
.
0
3
.
0
3
.
0
3.0
3
.5
3
.
5
3
.
5
3
.
5
3
.
5
3.53.5 3.5 3.5
3
.
5
3
.
5
3
.
5
3
.
5
3
.
5
3.5 3.5
4
.
0
4
.
0
4.04.0 4.0 4.0
4
.
0
4
.
0
4
.
0
4
.
0
4
.0 4
.
0
4
.
0
4
.
0
4
.
5
4
.
5
4.54.54.5
4
.
5
4
.
5
4
.5
4
.
5
4.5
4
.
5
4
.
5
4.5
5
.
0
5
.
0
5
.
0
5.05.05.05.05.0 5.05.05.0
5
.
0
5
.0
5
.
0
5
.
0
5
.
0
5.0
5
.0
5.0
5
.
0
5.0
5
.
0
5
.
0
5
.
0
5
.
0
5.05.0
5
.
5
5
.
5
5.55.55.5
5
.
5
5
.
5
5
.
5
5
.5
5
.
5
5.5
5
.
5
5
.
5
6
.
0
6
.
0
6.06.06.0
6
.
0
6
.
0
6
.
0
6
.
0
6
.0 6
.
0
6
.
0
6
.
0
6
.0
6
.
5
6
.
5
6.56.56.5
6
.
5
6.5
6
.
5
6
.5
6
.
5
6
.5
6
.
5
6
.
5
6
.
5
6
.5
7
.
0
7
.0
7
.
0
7
.0
7
.
0
7.07.07.07.0
7
.
0
7
.
0
7.
0
7
.
0
7
.
0
7
.
0
7
.0
7.0
7.
0
7
.0
7
.0
7
.
0
7
.0
7
.0
7.0
7
.0
7.57.5
7
.
5
7
.
5
7
.5
7
.
5
7
.
5
7
.
5
7.57.5
7
.5
7
.5
7
.5
7.
5
7
.5
7
.5
7
.
5
8.0
8
.
0
8
.
0
8
.
0
8
.
0
8
.
0
8
.
0
8.0
8
.08
.0
8
.0
8
.0
8
.0
8
.5
8.58.58.5
8.5 9
.0
9
.0
9.0
9
.0
9.0
9
.5
30+00
3
5
+
0
0
4
0
+
0
0
M ATCH LIN E SEE SHEET 5 -L- STA. 44+00.00
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
4
B
-
4
7
2
2
B
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
N
O
T
E
S
NAD
83
/ NSRS
2007
TYPE-IIITYPE-III
T
Y
P
E
-
I
I
I
T
Y
P
E
-
I
I
I
025
02
01
24’4’4’
6’24’6’
6’24’6’BEGIN BRIDG
E
BEGIN APPROACH SL
A
B
E
N
D

B
R
I
D
G
E
E
N
D

A
P
P
R
O
A
C
H

S
L
A
B
SKETCH OF PA
V
E
M
E
N
T
/
B
R
I
D
G
E

R
E
L
A
T
I
O
N
S
H
I
P
N
O
T

T
O

S
C
A
L
E
1
)

F
O
R

-
L
-

P
R
O
F
I
L
E
,

S
E
E

S
H
E
E
T

7

P
A
V
E
M
E
N
T

R
E
M
O
V
A
L
025025025025
025
24’4’4’-L- STA. 40+75.04 LT END SBG-L- STA. 40+75.04 RT END SBG-L- STA. 40+
9
9
.
0
4
-L- STA. 40+75.04
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6

L
T
B
E
G
I
N

S
B
G
-
L
-

S
T
A
.

5
4
+
7
4
.
9
6

R
T
B
E
G
I
N

S
B
G
-
L
-

S
T
A
.

5
4
+
5
0
.
9
6
2
)

F
O
R

S
T
R
U
C
T
U
R
E

P
L
A
N
S
,

S
E
E

S
H
E
E
T
S

S
-
1

T
O

S
-
?
1
2
C
C
C
C
FFFFF
C
C
C
C
C
C
C
C
C
C
CC
Re
v
i
s
e
d

1
2
/
8
/
1
4
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
D
E
T
A
I
L

E
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(T
O

B
E

R
E
T
A
I
N
E
D
)
E
X
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

5
3
+
6
2

T
O

5
4
+
6
4

R
T
.
E
L
E
V
A
T
I
O
N

O
F

2
F
T
.
G
E
O
T
E
X
T
I
L
E
E
X
.

R
O
A
D
W
A
Y
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
S
H
E
E
T

7

O
F

1
1
P
E
R
M
I
T

D
R
A
W
I
N
G
S
I
T
E

1
1"=100’0’100’100’SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

D
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

F
S
P
E
C
I
A
L

C
U
T
2
22 1
0
1
0
1
0
d
=
1
.
1
0
F
T
.

d
=
1
.
2
0
F
T
.
V
=
1
.
5
0
F
P
S

V
=
1
.
6
0
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
7
5
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
6
7
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
3
:
1
Q
=
(
0
.
8
5
)
(
7
.
0
6
)
(
0
.
6
7
)
+
3
.
9
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
8
5
)
(
5
.
4
2
)
(
0
.
6
7
)
+
3
.
0
=
6
.
1
C
F
S
A
C
R
E
S

C
=
0
.
8
5
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
6
7

T
O
T
A
L

D
A
=
1
.
6
9

A
C
R
E
S
-
L
-

S
T
A
.

5
5
+
0
0

T
O

5
5
+
7
5

R
T
.
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

D
L
A
T
E
R
A
L

’
V
’
2
22 1
0
1
0
1
0
d
=
1
.
0
0
F
T
.

d
=
1
.
1
0
F
T
.
V
=
2
.
0
0
F
P
S

V
=
2
.
1
0
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
5
8
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
3
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
6
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
3
:
1
Q
=
(
0
.
3
)
(
7
.
0
6
)
(
0
.
0
3
)
+
8
.
0
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
3
)
(
5
.
4
2
)
(
0
.
0
3
)
+
6
.
1
=
6
.
1
C
F
S
A
C
R
E
S

C
=
0
.
3
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
0
3

T
O
T
A
L

D
A
=
1
.
7
2

A
C
R
E
S
-
L
-

S
T
A
.

5
4
+
5
7

T
O

5
5
+
0
0

R
T
.
R:\Hydraulics\PERM ITS_Environm ental\Drawings\7-B4722B_Hyd_prm _wet_PSH_5.dgncrlewis212/8/2014
D
(

N
o
t

t
o

S
c
a
l
e
)
S
P
E
C
I
A
L

C
U
T

G
R
A
S
S
E
D

S
W
A
L
E
4:1
G
r
o
u
n
d
N
a
t
u
r
a
l
D
E
T
A
I
L

F
S
l
o
p
e
D
i
t
c
h
F
r
o
n
t
M
i
n
.

D
=
1

F
T
.
3:1
-
L
-

S
T
A
.

5
5
+
5
0

T
O

6
4
+
5
0

R
T
.
2
G
I
2
G
I
2
G
I
2
G
I
1
5
"

R
C
P
-
I
V

R
C
P
-
I
V

1
5
"

S
E
E

D
E
T
A
I
L

E
A
P
P
R
O
X
.

1
,
1
0
0

C
Y

E
X
C
A
V
A
T
I
O
N
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
S
E
E

D
E
T
A
I
L

D
G
R
A
S
S
E
D

S
W
A
L
E
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

F
G
R
A
S
S
E
D

S
W
A
L
E
S
P
E
C
I
A
L

C
U
T
3:1
(

N
o
t

t
o

S
c
a
l
e
)
4:1
3:1
D
b
1
"
/
F
t
.
L
w
w
w
-L- S
T
A
.

5
4
+
5
7

T
O

5
5
+
5
0

R
T
.
Ground NaturalSee Roadway p
ro
fil
es
Prop. ditch
g
ra
d
e
PROFILE VIEW
D
E
T
A
I
L

D
GR
A
S
S
E
D

S
W
A
L
E

w
/
P
S
R
M
PLAN VIEW
S
L
O
P
E
F
I
L
L
PS
R
M
T
U
C
K

A
L
L

S
I
D
E
S
P
S
R
M

w
/

1
’
DITCH GRADE END OF PROPO
S
E
D
L=7.5FT.w=5FT.b=5FT.Min. D=1.5FT.

B
L
1
L
1
=
1
0
F
T
.
B
=
1
2
F
T
.
L
1
G
r
o
u
n
d
N
a
t
u
r
a
l
ELEV. 2.32
F
T
.
E
L
E
V
.

4
.
8
F
T
.
EL
BELB
RCP-IV
15"
D
E
T
A
I
L

E
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(T
O

B
E

R
E
T
A
I
N
E
D
)
E
X
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

5
3
+
6
2

T
O

5
4
+
5
5

R
T
.
E
L
E
V
A
T
I
O
N

O
F

2
F
T
.
G
E
O
T
E
X
T
I
L
E
E
X
.

R
O
A
D
W
A
Y
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
ELBO W S
W / 2
15"
1
5
"

S
E
E

D
E
T
A
I
L

H
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
R
I
P

R
A
P
R
E
T
A
I
N
3:1
4
0
’
G
R
O
U
N
D
N
A
T
U
R
A
L
EX
I
S
T
I
N
G
(
N
O
T

T
O

S
C
A
L
E
)
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
P
O
W
E
R

P
O
L
E
EX
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N

2
’
E
X
C
A
V
A
T
E

T
O

E
L
E
V
A
T
I
O
N

3
.
4
’
E
X
C
A
V
A
T
E

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L

I
I

R
I
P

R
A
P
G
E
O
T
E
X
T
I
L
E
2
.
0
’
R
I
P

R
A
P
R
E
T
A
I
N

E
X
I
S
T
I
N
G
D
E
T
A
I
L

H
-
L
-

S
T
A
.

5
3
+
9
0

R
T
.
R
I
P

R
A
P
C
L
A
S
S

I
I
-L- STA. 40+96 TO 44+05 RT.
B
R
I
D
G
E

#
3
3
11
0
G
R
.
G
R
.
(
T
I
D
A
L

F
L
O
W
)
N
O
R
T
H

R
I
V
E
R
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE
N
O
R
T
H

C
A
R
O
L
I
N
A
S
T
A
T
E

O
F
N
O
R
T
H

C
A
R
O
L
I
N
A
S
T
A
T
E

O
F
-
B
L
-

5

U
S

7
0

2
4
’

B
S
T
45+00
5
0
+
0
0
5
5
+
0
0
M ATCH LIN E SEE SHEET 4 -L- STA. 44+00.00
M ATCH LINE SEE SHEET 6 -L- STA. 58+00.00
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
5
B
-
4
7
2
2
B
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
N
O
T
E
S
NAD
83
/ NSRS
2007
1
)

F
O
R

-
L
-

P
R
O
F
I
L
E
,

S
E
E

S
H
E
E
T

7
P
A
V
E
M
E
N
T

R
E
M
O
V
A
L
2
)

F
O
R

S
T
R
U
C
T
U
R
E

P
L
A
N
S
,

S
E
E

S
H
E
E
T
S

S
-
?

T
O

S
-
?
3
4
5
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
F
C
C
C
C
C
C
C
C
C
Re
v
i
s
e
d

1
2
/
8
/
1
4
D
E
T
A
I
L

E
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(T
O

B
E

R
E
T
A
I
N
E
D
)
E
X
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

5
3
+
6
2

T
O

5
4
+
6
4

R
T
.
E
L
E
V
A
T
I
O
N

O
F

2
F
T
.
G
E
O
T
E
X
T
I
L
E
E
X
.

R
O
A
D
W
A
Y
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
S
I
T
E

1
S
H
E
E
T

8

O
F

1
1
P
E
R
M
I
T

D
R
A
W
I
N
G
SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY 1"=100’0’100’100’
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
T
E
M
P
.

W
O
R
K

B
R
I
D
G
E
P
E
R
M
A
N
E
N
T

S
H
E
E
T

P
I
L
E
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

D
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

F
S
P
E
C
I
A
L

C
U
T
2
22 1
0
1
0
1
0
d
=
1
.
1
0
F
T
.

d
=
1
.
2
0
F
T
.
V
=
1
.
5
0
F
P
S

V
=
1
.
6
0
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
7
5
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
6
7
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
3
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
3
:
1
Q
=
(
0
.
8
5
)
(
7
.
0
6
)
(
0
.
6
7
)
+
3
.
9
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
8
5
)
(
5
.
4
2
)
(
0
.
6
7
)
+
3
.
0
=
6
.
1
C
F
S
A
C
R
E
S

C
=
0
.
8
5
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
6
7

T
O
T
A
L

D
A
=
1
.
6
9

A
C
R
E
S
-
L
-

S
T
A
.

5
5
+
0
0

T
O

5
5
+
7
5

R
T
.
G
R
A
S
S
E
D

S
W
A
L
E

D
A
T
A
S
E
E

D
E
T
A
I
L

D
L
A
T
E
R
A
L

’
V
’
2
22 1
0
1
0
1
0
d
=
1
.
0
0
F
T
.

d
=
1
.
1
0
F
T
.
V
=
2
.
0
0
F
P
S

V
=
2
.
1
0
F
P
S
A
C
T
U
A
L

L
E
N
G
T
H
=
5
8
F
T
.
R
E
Q
U
I
R
E
D

L
E
N
G
T
H
=
3
F
T
.
L
O
N
G
I
T
U
D
N
A
L
=
0
.
6
%
S
L
O
P
E
:

F
R
O
N
T
=
4
:
1

B
A
C
K
=
3
:
1
Q
=
(
0
.
3
)
(
7
.
0
6
)
(
0
.
0
3
)
+
8
.
0
=
8
.
0
C
F
S
Q
=
C
I
A
=
(
0
.
3
)
(
5
.
4
2
)
(
0
.
0
3
)
+
6
.
1
=
6
.
1
C
F
S
A
C
R
E
S

C
=
0
.
3
A
D
D
I
T
I
O
N
A
L

D
A

T
O

B
E

T
R
E
A
T
E
D
=
0
.
0
3

T
O
T
A
L

D
A
=
1
.
7
2

A
C
R
E
S
-
L
-

S
T
A
.

5
4
+
5
7

T
O

5
5
+
0
0

R
T
.
R:\Hydraulics\PERM ITS_Environm ental\Drawings\8-B4722B_Hyd_prm _wet_PSH_5_CONTOURS.dgncrlewis212/8/2014
D
(

N
o
t

t
o

S
c
a
l
e
)
S
P
E
C
I
A
L

C
U
T

G
R
A
S
S
E
D

S
W
A
L
E
4:1
G
r
o
u
n
d
N
a
t
u
r
a
l
D
E
T
A
I
L

F
S
l
o
p
e
D
i
t
c
h
F
r
o
n
t
M
i
n
.

D
=
1

F
T
.
3:1
-
L
-

S
T
A
.

5
5
+
5
0

T
O

6
4
+
5
0

R
T
.
2
G
I
2
G
I
2
G
I
2
G
I
1
5
"

R
C
P
-
I
V

R
C
P
-
I
V

1
5
"

S
E
E

D
E
T
A
I
L

E
A
P
P
R
O
X
.

1
,
1
0
0

C
Y

E
X
C
A
V
A
T
I
O
N
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
S
E
E

D
E
T
A
I
L

D
G
R
A
S
S
E
D

S
W
A
L
E
L
A
T
E
R
A
L

’
V
’
S
E
E

D
E
T
A
I
L

F
G
R
A
S
S
E
D

S
W
A
L
E
S
P
E
C
I
A
L

C
U
T
3:1
(

N
o
t

t
o

S
c
a
l
e
)
4:1
3:1
D
b
1
"
/
F
t
.
L
w
w
w
-L- S
T
A
.

5
4
+
5
7

T
O

5
5
+
5
0

R
T
.
Ground NaturalSee Roadway p
ro
fil
es
Prop. ditch
g
ra
d
e
PROFILE VIEW
D
E
T
A
I
L

D
GR
A
S
S
E
D

S
W
A
L
E

w
/
P
S
R
M
PLAN VIEW
S
L
O
P
E
F
I
L
L
PS
R
M
T
U
C
K

A
L
L

S
I
D
E
S
P
S
R
M

w
/

1
’
DITCH GRADE END OF PROPO
S
E
D
L=7.5FT.w=5FT.b=5FT.Min. D=1.5FT.

B
L
1
L
1
=
1
0
F
T
.
B
=
1
2
F
T
.
L
1
G
r
o
u
n
d
N
a
t
u
r
a
l
ELEV. 2.32
F
T
.
E
L
E
V
.

4
.
8
F
T
.
EL
BELB
RCP-IV
15"
D
E
T
A
I
L

E
C
A
U
S
E
W
A
Y

R
E
M
O
V
A
L
(
N
O
T

T
O

S
C
A
L
E
)
2
.
0
’
2:1
C
R
O
S
S

S
E
C
T
I
O
N

V
I
E
W
P
R
O
F
I
L
E

V
I
E
W
S
H
O
W
N

F
O
R

C
L
A
R
I
T
Y
E
X
I
S
T
I
N
G

B
R
I
D
G
E

N
O
T
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
E
X
.

C
A
U
S
E
W
A
Y

(
T
O

B
E

R
E
M
O
V
E
D
)
(T
O

B
E

R
E
T
A
I
N
E
D
)
E
X
.

C
A
U
S
E
W
A
Y
-
L
-

S
T
A
.

5
3
+
6
2

T
O

5
4
+
5
5

R
T
.
E
L
E
V
A
T
I
O
N

O
F

2
F
T
.
G
E
O
T
E
X
T
I
L
E
E
X
.

R
O
A
D
W
A
Y
RE
M
O
V
E

E
X
.

C
A
U
S
E
W
A
Y

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L
A
S
S

I
I

R
I
P

R
A
P
S
E
E

P
L
A
N
S

F
O
R

L
I
M
I
T
S
(T
O

B
E

R
E
M
O
V
E
D
)
E
X
I
S
T
I
N
G

C
A
U
S
E
W
A
Y
ELBO W S
W / 2
15"
1
5
"

S
E
E

D
E
T
A
I
L

H
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
R
I
P

R
A
P
R
E
T
A
I
N
3:1
4
0
’
G
R
O
U
N
D
N
A
T
U
R
A
L
EX
I
S
T
I
N
G
(
N
O
T

T
O

S
C
A
L
E
)
P
O
W
E
R

P
O
L
E

E
X
C
A
V
A
T
I
O
N
P
O
W
E
R

P
O
L
E
EX
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N

2
’
E
X
C
A
V
A
T
E

T
O

E
L
E
V
A
T
I
O
N

3
.
4
’
E
X
C
A
V
A
T
E

T
O
W
/

3
.
5
’

K
E
Y
-
I
N
C
L

I
I

R
I
P

R
A
P
G
E
O
T
E
X
T
I
L
E
2
.
0
’
R
I
P

R
A
P
R
E
T
A
I
N

E
X
I
S
T
I
N
G
D
E
T
A
I
L

H
-
L
-

S
T
A
.

5
3
+
9
0

R
T
.
R
I
P

R
A
P
C
L
A
S
S

I
I
-L- STA. 40+96 TO 44+05 RT.
B
R
I
D
G
E

#
3
3
11
0
G
R
.
G
R
.
(
T
I
D
A
L

F
L
O
W
)
N
O
R
T
H

R
I
V
E
R
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
R
I
P

R
A
P
220.01’
N1333’58"W
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
S
I
G
N
L
E
A
S
E
A
L
O
N
G

H
I
G
H

T
I
D
E

L
I
N
E
FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE
N
O
R
T
H

C
A
R
O
L
I
N
A
S
T
A
T
E

O
F
N
O
R
T
H

C
A
R
O
L
I
N
A
S
T
A
T
E

O
F
-
B
L
-

5

U
S

7
0

2
4
’

B
S
T
E
X
I
S
T
I
N
G

P
O
W
E
R

T
R
A
N
S
M
I
S
S
I
O
N

L
I
N
E

E
A
S
E
M
E
N
T
-11.5
-
11
.5 -
11
.5
-11.0
-11.0
-11
.0
-11.0
-11.0 -
10
.
5
-10.5
-10.5
-
10
.5
-10.5
-
10
.0 -10.0
-10.0
-10.0-10
.
0-10.0
-10.0
-
1
0
.
0
-10.0
-10.0 -10.0
-9.5 -9.5
-9.5
-
9.
5
-9.5
-9.5
-9.0
-9
.0
-9.0
-9
.0
-
9.
0
-9.0
-9.0
-
8
.5
-8.5
-8.5
-8.5
-8
.5
-8.5-8.5
-8.5
-8
.5
-8.0
-
8
.
0
-8.0
-8.0
-8.0
-8.0
-8
.0
-8
.0
-8.0
-8.0
-8
.0
-7.5
-7.5
-7.5
-
7
.
5
-7.5
-7.5
-7
.5
-7.5-7.5
-7.5
-7.5
-7.0
-7.0 -7.0
-
7.
0
-7.0
-7.0
-7
.0
-7.0-7.0
-7.0
-7 .0
-7.0
-6
.5
-6.5
-6.5
-
6
.5
-6.5
-6.5
-6
.5
-6.5-6.5-6.5
-6.5
-6.5
-6.5-6.5
-
6
.
0
-6.0
-6.0
-6.0
-6.0
-6.0
-6
.0
-6.0-6.0-6.0-6.0-6.0
-6.0
-6.0
-6.0
-5.5
-5
.5
-5.5
-5.5
-5.5
-5.5
-5.5-5.5-5.5-5.5-5.5-5.5-5.5-5.5
-5.5
-5
.0
-5
.0
-5
.0
-5.0
-5.0
-
5
.
0
-5.0
-5.0
-
5
.
0
-5.0 -5.0 -
5
.0
-5
.0
-5.0
-5.0
-5.0
-5.0
-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0-5.0
-5.0
-5.0
-4
.5
-
4.5
-4
.5
-4.5
-4.5
-
4.
5
-4
.5
-
4.
5
-4
.5
-4.5
-4.5
-4.5-4.5-4.5-4.5-4.5-4.5
-4.5
-4
.0
-
4
.0
-4.0
-
4.
0
-4.0
-4
.0
-4.0
-
4
.
0
-4
.0
-
4
.0
-4
.0
-4
.0
-4.0
-4.0-4.0-4.0-4.0-4.0
-4
.0
-4
.0
-3
.
5
-3.5
-3.5
-3
.5
-3
.5
-3.5
-
3.
5
-
3
.
5
-3.5
-3
.5
-
3
.5
-3.5-3.5
-3
.5
-3.0
-3.0
-3.0
-
3
.0
-3.0
-
3.
0
-
3
.0
-3
.0
-3.0-3.0-3.0
-
3
.
0
-2.5
-
2.
5
-
2.
5
-2
.5
-2.5 -2.5
-2.5
-
2
.
5
-2.5
-2.5
-
2
.5
-2.5
-
2
.
0
-
2
.0
-
2.
0
-2.0
-
2
.
0
-
1.
5
-1.5
-1.5
-1.5
-
1.5
-
1
.
5
-1.5
-
1
.
0
-1.0
-
1.0
-
1.0
-
1
.
0
-1.0
-
0
.
5
-
0
.5
-
0
.
5
-
0.5
-
0
.
5
0
.
0
0
.
0
0
.0
0
.
0
0
.0
0.
0
0.0
0
.
0
0
.
0
0
.
5
0
.
5
0
.
5
0
.
5
0
.
5
1
.
0
1
.
0
1.0
1.0
1
.
0
1
.
5
1.5
1
.
5
1.5
1
.
5
2
.
0
2.0
2
.
0
2.0
2
.
0
2
.
5
2
.
5
2.5
2
.5
2
.
5
3
.
0
3.0
3
.
0
3.0
3
.
0
3
.
5
3.5
3.5
3
.
5
3
.
5
4
.
0
4.0
4.0
4
.
0
4
.
0
4
.
5
4
.
5
4.5
4
.5
4
.
5
4
.5
5
.
0
5
.
0
5.
0
5
.
0
5.0
5.0
5.0
5
.
0
5
.
0
5
.0
5
.0
5.5
5
.
5
5.
5
5
.
5
5
.5
5
.5
5
.56
.
0
6
.
0
6
.
0
6
.
0
6.0
6
.0
6
.0
6
.5
6
.5
6
.
5
6
.
5
6
.5
6
.5
6
.
5
7
.
0
7
.
0
7
.
0
7
.
0
7
.
0
7
.
5
7
.
5
7
.
5
8.0 8
.08.5
9
.0
9.
0
9
.0
9
.5
9
.5
45+00
5
0
+
0
0
5
5
+
0
0
M ATCH LIN E SEE SHEET 4 -L- STA. 44+00.00
M ATCH LINE SEE SHEET 6 -L- STA. 58+00.00
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
5
B
-
4
7
2
2
B
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
N
O
T
E
S
NAD
83
/ NSRS
2007
1
)

F
O
R

-
L
-

P
R
O
F
I
L
E
,

S
E
E

S
H
E
E
T

7
P
A
V
E
M
E
N
T

R
E
M
O
V
A
L
2
)

F
O
R

S
T
R
U
C
T
U
R
E

P
L
A
N
S
,

S
E
E

S
H
E
E
T
S

S
-
?

T
O

S
-
?
3
4
5
F
C
C
C
C
C
C
C
C
C
Re
v
i
s
e
d

1
2
/
8
/
1
4
Ha
n
d
Existing Existing
Pe
r
m
a
n
e
n
t
T
e
m
p
.

E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d

C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t

T
e
m
p
.

C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l

Si
t
e
St
a
t
i
o
n
St
r
u
c
t
u
r
e
Fi
l
l

I
n
F
i
l
l

I
n
i
n

C
l
e
a
r
i
n
g
i
n

S
W

S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(F
r
o
m
/
T
o
)
Si
z
e

/

T
y
p
e
We
t
l
a
n
d
s
W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
n

W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
1
3
2
+
2
1

T
O

6
3
+
4
5

L
T
1
3
5
0

F
T
.

B
R
I
D
G
E
0.
0
3
0.
0
4
0
.
5
9
0
.
5
1
TO
T
A
L
S
*
:
0.
0
3
0.
0
4
0
.
5
9
0
.
5
1
0
00
*R
o
u
n
d
e
d

t
o
t
a
l
s

a
r
e

s
u
m

o
f

a
c
t
u
a
l

i
m
p
a
c
t
s
NO
T
E
S
:
Re
v
i
s
e
d

2
0
1
3

1
0

2
4
12/5/2014
WE
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

S
U
M
M
A
R
Y
W
E
T
L
A
N
D

I
M
P
A
C
T
S
SURFACE WATER IMPACTS CARTERET COUNTY
Al
l

w
e
t
l
a
n
d
s

a
s
s
o
c
i
a
t
e
d

w
i
t
h

t
h
i
s

p
r
o
j
e
c
t

a
r
e

C
A
M
A

w
e
t
l
a
n
d
s
.
<0
.
0
1

a
c
r
e
s

o
f

T
e
m
p
o
r
a
r
y

F
i
l
l

i
n

W
e
t
l
a
n
d
s

i
n

t
h
e

Ha
n
d

C
l
e
a
r
i
n
g

a
r
e
a
s

f
o
r

e
r
os
i
o
n

c
o
n
t
r
o
l

m
e
a
s
u
r
e
s
.
BRIDGE 33 ON US 70 OVER NORTH RIVER SHEET 11 OF 11NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS B-4722B Revised
09/08/99
See Street 1-A For Index of Sheets
See Sheet 1-8 For Conventional Symbols
BEGIN BRIDGE
-L- STA. 40 + 99, 04
BEGIN TIP PROJECT B-47228
L- STA. 31 + 00.00
STATE OF NORTH CAROL, NA
DIVISION OF HIGHWAYS
NEU PERMIT PLAYS
CARTERET COUNTY
LOCATION: BRIDGE NO. 33 OVER THE NORTH
RIVER ON US 70
T.I.P. NO. SHEET NO.
B-4 72 2 B 1
Utility Permit Drawing
Sheet l of
TYPE OF WORK: RELOCATION OF FIBER OPTIC CABL
NORTH RIVER
END BRIDGE
-L- STA. 54 + 50.96
0
Zz
REVISION 11/17/14
*
lOW
TO
!; BETTIE
END TIP PROJECT CT B-4722B
�L STA. 66 + 50,00
INCOMPLETE PLANS
DO NOT USE FOR R/F" ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
GRAPHIC SCALES N
50 250 50 0
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
SHEET NO.
4 THRU 6
INDEX OF SHEETS
DESCRIPTION
TITLE SHEET
PLAN SHEETS
1
UTILITY OWNERS ON PROJECT
(A) DUKE PROGRESS
(B) CENTURY LINK
J
PREPARED A' THE OFFICE OF:
DIVISION OF HIGHWAYS
UTILITIES (JNIT
UTILITIES ENGINEERING
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
Roger Worthington, P.E.
Corey Bousquer, P.E.
MarTho Hafeez
UTILITIES SECTION ENGINEER
UTILITIES SQUAD LEADER PROJECT ENGINEER
UTILITIES PROJECT DESIGNER

PROTECT REFERENCE NO.
B-4722B
SHEET NO.
4
co
z
-D
0
c
0
0
E
0
d
01
w
z
an
v
WAR
cHA
�w
oat
P wz
61
END SSG
-L- STA.40+75.04 LT
$KETCH OF PAVEMENT/BRIDGE RELATIONSHIP
BEGIN APPROACH SLAB
—L— STA. 40 75,04
TYPE —III
WIMP
ra
TYPE —III
END SSG
5TA.40+75.04 RT
BEGIN BRIDGE
—L— STA. 40+99.04
END APPROACH SLAB
--L— STA. 54 74.96
BEGIN SEG
-d.- STA. 54-74.96
TYPE —II
Magni
%%%1•1ii
END BRIDGE
—L- STA.54+50.96
TYPE —II
BEGIN SBG
-L- STA. 54 4 74.96 RT
NOT TO SCALE
BEGIN TIP PROJE
ET B-4722B
—L— POC Sta. 31+ 00.00
30+00
6
Ri. C
\ \ PAMCAR FRRMu0 —
DB 860 PG 566
�WLe— — —
4 •.; L
56.00' LT*
35+00
TER .... SEGIN SHEET FILE WALL
STA. 34+00.00
27•
4-0.11
Utility Permit Drawing
Sheet of-_1t
R'v. ItiIi
ATTACH FO TEL. CABLE TO THE BRIDGE
E
S ` PS TAPER
EXCAVATE TO ED
0906 EEG EMEVAT
9EO+N 5B0 ENb SWEET PILE WALL
L- STA. 34+50 ET. r L STA. 41403.39
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DETAIL, G
POWER POLE EXCAVATION
(NOT TO SCALE)
GE✓T?%64
CL II RI?RA
Vd54. 4EY-1!:
^•�•
••:� RN TW�i
¢ice, vx,' Taw
.� �� _• re`I �M.a.- - T .--�. ,—�.___� ^__.__ —_— --- _� i70 � .—J I• T
� 9EG':N153G �--� p J�
-L-ST,k 3E:41/ RT. f
JOHN R. FULCHER JR.
\
JANET FULCHER MARK
OB p49 PG 362 jY LINE A`ONG FpGH Wp'CER
�pFOpEft _ �}5/
PROP. 4" FIBER OPTIC CABLE
-L-.
PI Sto 29+-39.23
A = /8' 07' 56.7° (RT)
D = 4° 30' 00.5"
L = 402.93'
T = 203J6'
R = 1,273.20'
PI Sto 36+79.6/
0 = 6" 02' 00.0" (RT)
D = 2 /7' 30.6°
L = 263.25'
T = /3/.75'
R = 2,500.00'
PROPERTY LINE
SPECIAL CUT
GRASSED SWALE
SEE DETAIL A
PC Sta. 35+47.86
DB 407 PC 205
-L- P1' SE&,
TM REMOVE
S
JS
MISTING POWER TRANSMISSION LINE EASEMENT
LATERAL 'V' Vb9SRM /
GRASSED SWALE 77SS aaCC
SEE DETAIL 9 99.7tl' 4T
15E.00' RT
E
OETALA
SPECIAL CUT GRASSED SSVAL
;Not to Seale)
roan
Eton.
DIt4'1
Slate
4- STA. 33+86 TO 40+50 RT.
CLASS .1
E ERE RAP
CAUSEWAY REMOVAL
APPROX. 1:1,T00 CY EXCAVATION
SEE DETAIL C
POWER POLE EXCAVATION
SEE DETAL G
0
0
0
+
it)
UJ
V)
111
'�u
Kq
b
Lid
z
RETA;N
RIP RAP
1=YVY<!`
PAVEMENT REMOVAL
NOTES
1) FOR —L— PROFILE, SEE SHEET 7
2) FOR STRUCTURE PLANS, SEE SHEETS S-1 TO S-1

Rr
Ir
m
PRoACT REFERENCE N0.
SN£ET N0,
8-4722E
S
taw SNEET NQ.
0
0
iv LEASE .
ROADWAY DESIGN
ENGINEER
Utility Permit
Sheet 3
HYDRAULICS
ENGINEER
Drawing
n—
of k o
i
o
:
Li
a€
CRIP
1.1
Z
DETAIL H
SIGN
%ZEV. Li I l l l
POWER POLE EXCAVATION
{NOT TO SCALP
J
Ei ONG
NA UTAL
GROUND
EXCAVATE TO
F'.EVATMN EA'CAVAT
`T
!AMMO
FO'i'AR FOIE
RIVATIO TO
Rc:A'N EX15^NG
PROP. 4" FIBER OPTIC CABLE
SiEYAT:ON 1' NE RAY
'0,
— GEOTRTT.
—
CLRRPR:I
t '3.E'itEY-N
44 00.00
-1- STA, 53+90 RT,
PERRY BAYER SHELLFISH LEASE +'577
ATTACH FO TEL. CABLE TO THE BRIDGE
-L- PC Sta. S6,i1.11
43+00 50..00 35+O6Nf
I-• POC Sta. 37+59.94 =
BEGIN SHEET P LE WALL -DR- POT Sta, 10+00,00
-t- STA. 54+4-.71
11. CI3
BL 5
/ 60.aa LT.
ifl
CAUSEWAY REMOVAL
bO,OD` LT.
LEASE•
SIGN
00
- SEE DETAIL CY EXCAVATION
L
QRTN ReVER
s�
END SBCs
/ _L_ ETA. 00@+iC LT.
b000' T.
E E E E E E E E E E E E E E E '
E
/i
NDRT CA 51I. TAPER
E
INC. .CA
Ty vo,
.'
�!
'vi
[[
I N 7R'140' 00Q" F 1 I -'4-" 1 i 1 1
�- ♦
l
Ill
/��lir
Gtt►
-y m�
�
�_��•
, i t . .
, TL1 . �{ 67R
SriG: ••VI
...� aasRE1.gl: Ni..fer_fxii�Y` 77iYui
LINE SEE
-
BRIDGE •33 %..��'i�' lll� � Y
BMI �rLrcr; ij.��i...., S.i! .�� •• • •�bs ��r•• j
-z--i- =�—r-�T—r r r T� i i a s—T BM2
FO & TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE
�T,TIi���::N ___ _ SPECIA ..i:Ttal
V �� Si a GR. a
o
�
r CLASS B GRASSED 51dALE
�jbb +�j♦ RIP RAP \ SEE DETAIL'"F
• �1li!;�� QT 2 ?ON
-�
POWER POLE EXCAVATION .. Erik, . END SBG..
SEE DETML H \ a / ETS 7 SY GLe -t- STA 55+00 RT
q
kXiSTW
o O
RT L�
t`5.94RT. SIGN
no..-'7---- —64.00 STATE OF
/
T../
RETAIN
E EE15W PORER TRnNSwS51pN LNE EASEMENT E RIP RAP
1NDRTH CAROLINA /
■ f T
j 115.0
"":":-DR- P a. Stl�tl}• . 7T
(
CLASS B
\
RAP \ /
RIP RAP
LATERAL NI �� ` PC Sta 10+28,42
x
u
SEES DSETAIL DED ALE ,S Ig/
o BAIL? CC?A STRL'CTION
DETAIL
-.lid POT .Sta. it $ 00.00
SPECIAL CUT GRASSED ALE
1 Not to SEaIeJ
Frant
rwnc T p SlopDitc
Slane
Min. D.. i fT.
j„'
j
O
WILBERT BRADLEY LAWERENCE
:- STA. 55+50 TO 64+50 ET.SHELLFISH
LEASE eB77
E E
DETAIL D
DETAIL E
LEASEDSIG
GRASSED SWALE wPSRM
t No!!. ! .1
0
CAUSEWAY RE.MOVAL
INOT TO SCALE
gI-N V-2oli II S
S$Uhties\ n meeting\NEU\Permit Plans and
$$$$USERNAMESSS
Notvc i ALL
, weeGii
Gw >ni D }:� x,.,!r'_ SGRR
A .... Ec*. v.
b-SPT. U.tor.
e.SFE.
IXJ Ta�TETQ
Z. i. tauwn•
►-
L.73P.
/ DENOTES IN
ELM THEN'
i0' �.
>
%� ��
%j// SURFACE WATER/
'''
Atli
1.6
EEC,RIAO
41'..,
Nbal\►
MAW
OARS/ SACAOSOLO TO
-DE-
.•♦•©•♦�.••
�f �A.�k,
MUM. a. M.
CROSS SECTION VIEW PROFILE VIEW
PAVEMENT REMOVAL
PI Sto 571-24.59
PROFILE YEW
PI Sto 10+49.78
= 5/5' 00.0 (RT)
D = l' 25' 56.6'
END OF MEOW L1
DITCH GRADE
?SW
-I.- STA. 53+62 TO 54+55 RT.
A = 8P 01' /7.0' (RT)
D = 229' /0' 59.0
NOTES
L = 226.89
Neh.RI
Gam"`
1) FOR -L- PROFILE, SEE SHEET 7
T = 113.48'
R = 4.000.00'
><"'" ma.
UKIMF.. ASRA; VI- tB`
T`JCH ALL 510ES
T = 21.36'
R = 25.00'
0/ S 9' 18' 32.0' E
2) FOR STRUCTURE PLANS, SEE SHEETS S-4 TO 5-?
-1- STA. 54+57 TO 55+50 RT. 5 7/' 42' 45.0' W

N 79,40'03' E
6 0.00'
FROAECY REFERENCE NO.
B-47228
SHEET NO:
6
RN SHEET NO.
ROADWAY DESIGN
ENGINEER
CN
HYDRAULICS
ENGINEER
1 ID
I N
• vs
e5o.4
5780) 4 '8
Q
z
-o
`0
0
a.
E
0
0
co -do
01
w
z
rn
v0
P OA
W
o
Q NZ
0�0=
UUYY
Zj(y
49
�lA
PERRY BAYER SHELLFISH LEASE "877
60+00
-Z- PT Sua. 58+38.01
I3'8S) OLD ROAD BED
RIP RAP
ALONG HIGH TOE LNE
WILBERT BRADLEY LAWERENCE
SHELLFISH LEASE "877
PROP. 4" FIBER OPTIC CABLE
O
POSTS
0
-jr
LEASIGSEN
0
IOLSGNE
IEASE
SIGN
DETAIL F
SPECIAL CUT GRASSED SWALE
( Not to Soo's)
Front
Dlfiah
Sloe
Min, D.1: FT.
- STA.35450 TO 64+50 RT.
PI Sta 57+24.59
A = 3° /5' 00.0" (RT)
D = 1' 25' 56.6°
L = 226.89'
T = 113.48'
R = 4,000.0d
PI Sta 68+22.94
A = /6' 24' 03.3" MT)
D = 4 30' 00.5"
L = 364.45'
T = 183.48'
R = 1,273.20'
END SHEET PILE WALL
r STA. 64.00,0C10,8
Y LI'
65+00
0 i
END TIP PROJECT B- 4722E
POC Sta. 66+5t °OO
THE000RE LAWRENCE
DB 212 PC 458
08 232 PG 151
0 0
3�PAULA STAPLETON LAURENS TRUS4,/ /
0
—�/ DB 1221 PC 471
J
S / MB 20 PG 60
O
00CK PILINGS
..\19
S6ErL'U CUT E
GRASSED SWALE
SEE DETAIL P
h 2y 4j5j,W
Wp Sf
/98 4
�S\
24'
8D RAIL
t2 Sra, 66 9.46
JARVIS E. WEEKS, ET UX
DB 493 PG 10
MB 20 PC 60
9p
Sot
Utility Permit Drawing
Sheet. _of..1k._
REv4 H 1711
C5p 1
?4•s8/
Z;Y
a. 70+03.92
L.f
FRANK YARBOROUG E7 AL
D8 918 PG 766
MB 20 PC 60
5
x yx yx x '1
PAVEMENT REMOVAL
NOTES
1) FOR -L- PROFILE, SEE SHEETS 7 AND 8