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u
r
f
a
c
e

W
a
t
e
r

C
l
a
s
s
i
f
i
c
a
t
i
o
n

f
o
r

W
a
t
e
r

B
o
d
y
ac
.
10
'

T
R
A
V
E
L

L
A
N
E
S

W
I
T
H

A

T
W
O

W
A
Y

A
L
I
G
N
M
E
N
T
.

N
O

P
A
V
E
D

S
H
O
U
L
D
E
R

O
N

SI
D
E

O
F

R
O
A
D
W
A
Y
.

2
0
'

B
R
I
D
G
E

O
U
T

T
O

O
U
T
.

E
X
I
S
T
I
N
G

R
O
A
D
W
A
Y

D
R
A
I
N
S

AC
R
O
S
S

G
R
A
S
S
E
D

S
H
O
U
L
D
E
R
S

I
N
T
O

G
R
A
S
S
E
D

D
I
T
C
H
E
S

P
R
I
O
R

T
O

DI
S
C
H
A
R
G
I
N
G

T
O

B
U
F
F
A
L
O

C
R
E
E
K
.

A
L
L

E
X
I
S
T
I
N
G

D
I
T
C
H
E
S

A
R
E

S
T
A
B
L
E
.
61
7
jr
e
c
k
@
m
o
f
f
a
t
t
n
i
c
h
o
l
.
c
o
m
Pr
o
j
e
c
t

I
n
c
l
u
d
e
s

B
r
i
d
g
e

S
p
a
n
n
i
n
g

W
a
t
e
r

B
o
d
y
?

D
e
c
k

D
r
a
i
n
s

D
i
s
c
h
a
r
g
e

O
v
e
r

B
u
f
f
e
r
?

D
i
s
s
i
p
a
t
o
r

P
a
d
s

P
r
o
v
i
d
e
d

i
n

B
u
f
f
e
r
?
N/A
De
c
k

D
r
a
i
n
s

D
i
s
c
h
a
r
g
e

O
v
e
r

W
a
t
e
r

B
o
d
y
?
(I
f

y
e
s
,

p
r
o
v
i
d
e

j
u
s
t
i
f
i
c
a
t
i
o
n

i
n

t
h
e

G
e
n
e
r
al

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
)

(
I
f

y
e
s
,

d
e
s
c
r
i
b
e

i
n

th
e

G
e
n
e
r
a
l

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
;

i
f

n
o
,

j
u
s
t
ify in the
Ge
n
e
r
a
l

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
)
(I
f

y
e
s
,

p
r
o
v
i
d
e

j
u
s
t
i
f
i
c
a
t
i
o
n

i
n
t
h
e

G
e
n
e
r
a
l

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
)
(V
e
r
s
i
o
n

2
.
0
7
;

R
e
l
e
a
s
e
d

O
c
t
o
b
e
r

2
0
1
6
)
46
0
8
9
.
1
.
1
TI
P

N
o
.
:
B-
5
3
7
4
Co
u
n
t
y
(
i
e
s
)
:
Un
i
o
n

Pa
g
e

2

o
f

1
0
Sh
e
e
t

N
o
.
:
4
St
a
t
i
o
n
:
-L
-

1
5
+
2
2
.
4
5

t
o

1
5
+
5
7
.
5
9
Sq
.

M
i
l
e
s
Ba
r
r
e
l

H
e
i
g
h
t

(
f
t
)
:
Cu
l
v
e
r
t

L
e
n
g
t
h

(
f
t
)
%%
Ev
a
l
u
a
t
e
/
D
e
s
c
r
i
b
e

R
o
a
d
w
a
y

G
e
o
m
e
t
r
i
c

C
o
n
s
t
r
a
i
n
t
s
:
No
n
e
.
Pr
o
p
o
s
e
d

C
u
l
v
e
r
t

2
-
y
r

O
u
t
l
e
t

V
e
l
o
c
i
t
y

(
f
t
/
s
)
:
3.
8
Na
t
u
r
a
l

S
t
r
e
a
m

C
h
a
n
n
e
l

1
0
-
y
r

V
e
l
o
c
i
t
y

(
f
t
/
s
)
:
4.3
Pr
o
p
o
s
e
d

C
u
l
v
e
r
t

1
0
-
y
r

O
u
t
l
e
t

V
e
l
o
c
i
t
y

(
f
t
/
s
)
:
4.8
Ro
a
d
w
a
y

G
e
o
m
e
t
r
i
c

C
o
n
s
i
d
e
r
a
t
i
o
n
s
Ba
n
k

S
t
a
b
i
l
i
z
a
t
i
o
n
:
Cl
a
s
s

I
I

r
i
p
r
a
p

h
a
s

b
e
e
n

p
r
o
v
i
d
e
d

a
t

t
h
e

i
n
l
e
t

a
n
d

o
u
t
l
e
t
e
n
d
s

o
f

t
h
e

p
r
o
p
o
s
e
d

c
u
l
v
e
r
t

f
o
r

b
a
n
k

s
t
a
b
i
l
i
z
a
t
i
o
n
.
Na
t
u
r
a
l

S
t
r
e
a
m

C
h
a
n
n
e
l

2
-
y
r

V
e
l
o
c
i
t
y

(
f
t
/
s
)
:
3
Ou
t
l
e
t

V
e
l
o
c
i
t
i
e
s
Be
n
d
s

a
t

I
n
l
e
t
/
O
u
t
l
e
t
?
(d
e
s
c
r
i
b
e

c
u
l
v
e
r
t

a
l
i
g
n
m
e
n
t

w
i
t
h

s
t
r
e
a
m
)
No

N
o

s
h
a
r
p

b
e
n
d
s

a
r
e

p
r
e
s
e
n
t

a
t

i
n
l
e
t

o
r

o
u
t
l
e
t
.
St
r
e
a
m

R
e
a
l
i
g
n
m
e
n
t

N
e
c
e
s
s
a
r
y
?

(
p
r
o
v
i
d
e

ju
s
t
i
f
i
c
a
t
i
o
n
)
No

P
r
o
p
o
s
e
d

c
u
l
v
e
r
t

i
s

p
a
r
a
l
l
e
l

t
o

e
x
i
s
t
i
n
g

s
t
r
e
a
m
.
Cu
l
v
e
r
t
/
S
t
r
e
a
m

A
l
i
g
n
m
e
n
t
St
r
e
a
m

P
a
t
t
e
r
n
s

U
p
s
t
r
e
a
m

a
n
d

D
o
w
n
s
t
r
e
a
m

of

t
h
e

C
u
l
v
e
r
t

t
h
a
t

C
o
u
l
d

A
f
f
e
c
t

F
i
s
h

Pa
s
s
a
g
e

a
n
d

B
a
n
k

S
t
a
b
i
l
i
t
y
:
Mo
d
e
r
a
t
e
l
y

s
t
r
a
i
g
h
t

r
e
a
c
h

wi
t
h

s
o
m
e

b
e
n
d
i
n
g
/
m
e
a
n
d
e
r
i
n
g
.
Be
d

F
o
r
m
s

I
m
p
a
c
t
e
d

b
y

C
u
l
v
e
r
t

(
r
i
f
f
l
e
s
,

po
o
l
s
,

g
l
i
d
e
s
,

e
t
c
.
)
:
No

f
e
a
t
u
r
e
s

i
m
p
a
c
t
e
d
.
Lo
w

F
l
o
w

F
l
o
o
d
p
l
a
i
n

B
e
n
c
h

R
e
q
u
i
r
e
d
?

(p
r
o
v
i
d
e

j
u
s
t
i
f
i
c
a
t
i
o
n
)
Ye
s

L
o
w

f
l
o
w

f
l
o
o
d
p
l
a
i
n
b
e
n
c
h

h
a
s

b
e
e
n

p
r
o
v
i
d
e
d
.
11
'

(
1

l
o
w

f
l
o
w

b
a
r
r
e
l
l

@

1
1
'
W
)
Pr
o
p
o
s
e
d

S
i
l
l
s
/
B
a
f
f
l
e
s
:
Th
e
r
e

i
s

a

1
'

h
i
g
h

s
i
l
l

l
o
c
a
t
e
d

1
'

i
n
s
i
d
e

t
h
e

i
n
l
e
t

a
n
d

ou
t
l
e
t

e
n
d

o
f

t
h
e

(
1
)

l
o
w

f
l
o
w

b
a
r
r
e
l
l
s

@

1
'

d
e
p
t
h

o
f

bu
r
y

(
t
o
p

o
f

s
i
l
l

a
t

e
x
i
s
ti
n
g

c
h
a
n
n
e
l

b
e
d

e
l
e
v
a
t
i
o
n
)
.

Th
e
r
e

i
s

a

3
'

h
i
g
h

s
i
l
l

l
o
c
a
t
e
d

1
'

i
n
s
i
d
e

t
h
e

i
n
l
e
t

a
n
d

ou
t
l
e
t

e
n
d

o
f

t
h
e

(
2
)

h
i
g
h

f
l
o
w

b
a
r
r
e
l
s

@

1
'

d
e
p
t
h

o
f

bu
r
y

(
t
o
p

o
f

h
i
g
h

f
l
o
w

s
i
l
l

i
s

j
u
s
t

a
b
o
v
e

n
o
r
m
a
l

w
a
t
e
r

su
r
f
a
c
e

e
l
e
v
a
t
i
o
n
)
.
Ex
i
s
t
i
n
g

L
o
w

F
l
o
w

V
e
l
o
c
i
t
i
e
s

i
n

t
h
e

St
r
e
a
m

(
f
t
/
s
)
:
> 1 ft/s
Pr
o
p
o
s
e
d

L
o
w

F
l
o
w

V
e
l
o
c
i
t
i
e
s

T
h
r
o
u
g
h

th
e

C
u
l
v
e
r
t

(
f
t
/
s
)
:
> 1 ft/s
Al
t
e
r
n
a
t
i
n
g

L
o
w

F
l
o
w

S
i
l
l
s
/
B
a
f
f
l
e
s
:
No

a
l
t
e
r
n
a
t
i
n
g

s
i
l
l
s/baffles are proposed.
Cu
l
v
e
r
t

B
u
r
i
a
l
Pr
o
p
o
s
e
d

C
u
l
v
e
r
t

B
u
r
i
a
l

D
e
p
t
h

(
f
t
)
:
1
Ex
i
s
t
i
n
g

S
t
r
e
a
m
b
e
d

M
a
t
e
r
i
a
l
:
Si
l
t

&

S
a
n
d
Pr
o
p
o
s
e
d

L
o
w

F
l
o
w

D
i
m
e
n
s
i
o
n
s

Th
r
o
u
g
h

t
h
e

C
u
l
v
e
r
t
:
Av
o
i
d
a
n
c
e

a
n
d

M
i
n
i
m
i
z
a
t
i
o
n

E
f
f
o
r
t
s
:
(B
r
i
d
g
e

t
o

C
u
l
v
e
r
t
)
Th
e

s
t
r
u
c
t
u
r
e

a
l
t
e
r
n
a
t
i
v
e

s
e
l
e
c
t
e
d

f
o
r

f
i
n
a
l

d
e
s
i
g
n

u
t
i
l
i
z
e
d

t
h
e

m
i
ni
m
u
m

c
u
l
v
e
r
t

f
o
o
t
p
r
i
n
t

s
i
z
e

p
o
s
s
i
b
l
e

w
h
i
l
e

m
a
i
n
t
a
i
n
i
n
g

c
o
m
p
liance with FEMA
re
s
t
r
i
c
t
i
o
n
s

a
n
d

p
r
o
v
i
d
i
n
g

s
u
f
f
i
ci
e
n
t

h
y
d
r
a
u
l
i
c

c
o
n
v
e
y
a
n
c
e

c
a
p
a
c
i
t
y
.

T
h
e

p
r
o
p
o
s
e
d

cu
l
v
e
r
t

f
o
o
t
p
r
i
n
t

r
e
d
u
c
e
d

t
h
e

i
m
p
a
c
t
s

t
o

B
u
f
f
alo Creek to the
ma
x
i
m
u
m

e
x
t
e
n
t

p
r
a
c
t
i
c
a
b
l
e
St
r
e
a
m

S
l
o
p
e
Fi
s
h

a
n
d
/
o
r

A
q
u
a
t
i
c

L
i
f
e

P
a
s
s
a
g
e
Ex
i
s
t
i
n
g

A
v
e
r
a
g
e

S
t
r
e
a
m

S
l
o
p
e

(
%
)
:
0.
5
9
Ex
i
s
t
i
n
g

L
o
w

F
l
o
w

C
h
a
n
n
e
l

D
i
m
e
n
s
i
o
n
s

in

t
h
e

S
t
r
e
a
m
:
8-
1
2
'

w
i
d
e
,

~
1
'

d
e
e
p

u
p
s
t
r
e
a
m

o
f

t
h
e

b
r
i
d
g
e
.

S
t
r
e
a
m

w
i
d
e
n
s

o
u
t

a
t

an
d

j
u
s
t

d
o
w
n
s
t
r
e
a
m

o
f

t
h
e

e
x
i
s
t
i
n
g

b
r
i
d
g
e
.

T
h
e

w
i
d
e
n
e
d

o
u
t

s
t
r
e
a
m

is

n
o
t

t
y
p
i
c
a
l

o
f

t
h
e

a
v
e
r
a
g
e

8
-
1
2
'

l
o
w

f
l
o
w

w
i
d
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TRENT E. HUFFMAN, P.E.
TIM R. REID, P.E.
UNION COUNTY
BRIDGE NO. 448 OVER BUFFALO CREEK
ON SR 2154 (GULLEDGE PARKER RD)

GRADING, DRAINAGE, PAVING, AND CULVERT
25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
617
916
10
60
5
40
%
%
MPH
ADT
ADT
2018
2038
% *
DUAL 3%* TTST =2%
FUNC CLASS =
LOCAL RURAL
SUB-REGIONAL TIER
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.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-5374 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
7
4
\
H
y
d
r
a
u
l i
c
s
\
P
E
R
M
I T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l \
D
r
a
w
i
n
g
s
\
B
5
3
7
4
_
p
r
m
_
0
3
_
t
i
t
l e
s
h
e
e
t
.
d
g
n
j
d
a
v
e
n
p
o
r
t
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
B
-
5
3
7
4

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
(GULLEDGE PARKER RD)
-L- SR 2154
N
C

2
0
7

(W
O
L F
P O
N
D

R D
)
207
207
LENGTH OF ROADWAY TIP PROJECT B-5374 = 0.174 MILES
TOTAL LENGTH OF TIP PROJECT B-5374 = 0.174 MILES
B
U
F
F
A
L
O

C
R
E
E
K
Prepared for NCDOT in the Office of:
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
FEBRUARY 24, 2017
FEBRUARY 20, 2018
K

46089.2.1
P.E.BRZ-2154(1)
BRZ-2154(1)
46089.1.1
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
R/W & UTL
NCDOT CONTACT: GALEN CAIL, PE
WETLAND AND SURFACE WATER IMPACTS PERMIT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PARKER RD
GULLEDGE
SR 2154
B U FFA LO C R EEK
WALTERS MILL RD
SR 2123
EUBANKS RDSR 2121
TRINITY CHURCH RDSR 2153
A U S T I N
R D
S R 2
1 5
6
W.
M.
G
RIF
FI
N
R
D
S
R 2155
JACK DAVIS RD
SR 2125
A R M
F I E L D
M I L L R D
S R
2
1 3
0
BAKER RD
SR 2201
RA PE RDSR 2122
A
U
S
T
I
N

R
D
S
R
2
1
5
6
(NTS)
NC

/

SC
STATE
L
INE
PROJECT
END
PROJECT
BEGIN
CHURCH
EPISCOPAL
TRINITY
RAC
O
O
N BRANC
H
B
U
F
F
A
L
O
C
R
E
E
K
B
U
F
F
A
L
O
C
R
E
E
K
L Y N
C
H
E S R I V E R
VICINITY MAP
-L- STA. 19+50.00
END TIP PROJECT B-5374
-L- STA. 10+32.00
BEGIN TIP PROJECT B-5374
TO DEAD END
T O

M
O
N
R O
E
T O

P A G
E L A N
D
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA. 15+22.45
BEGIN CULVERT -L- STA. 15+57.59
END CULVERT
-L- STA. 20+49.03
END CONSTRUCTION
-L- STA. 8+00.00
BEGIN CONSTRUCTION
SHEET 3 OF 10
PERMIT DRAWING
N
A D

8
3
/ N
A
2
0
1 1
5
5
0
5
5
0
5
5
0
5
5
0
5
5
5
5
5
5
555
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
555
555
555
5
6
0
560
5 6 0
5
6
0
5
6
0560
5
6
0
5 6 0
560
5
6
0
5
6
0
5
6
0
5
6
0
5
6
0
560
5
6
0
5
6
0
560
5
6
0
5
6
0
560
560
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5 6 5
565
565
565
565
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
6
5
5
7
0
5
7
0
570
570
5
7
0
570
5 7 0
570
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
570
570
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
570
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
575
575
575
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
5
8
0
580
5
8
5
1
2
3
2
1 5
+
7
9
.8
1
-
L -
L O
W

P O
I N
T
(S A G
)
1 0
2
0
-L- PC Sta. 12+00.00
-L- PT Sta. 12+82.85
-L- PT Sta. 18+80.94
-L- POT Sta. 20+80.94
-L- PRC Sta. 17+77.87
-L- PC Sta. 14+32.85
-L- PT Sta. 10+22.49
-L- PC Sta. 8+29.20
1 5
v
v
v
v
18"
R
CP
12
" CM
P
WW
WD
48" 6SBW
48" 6SBW
48" 6SBW
48" 6SBW
MTL
48"
48" 5SBW
GR
GR
GR
GR
GR
GR
GR
S
ILO
BUS
CM
BUS
1SF
ABN
ABN
LT
W
/LT
N C
2
0
7

W O L F

P
O N D

R
O A D
SR 2154 GULLEDGE PARKER ROAD 20.0’ BST
EXISTING R/W
EXISTING R/W
E X I S
T
I N G
R
/
W
E
X I S
T
I N G
R
/
W
MTL
48"
6
0
.
0
0
’
60
.00’
DEAD END
T
O

S
A
N
D
Y

R
I
D
G
E

R
O
A
D
T
O
S
O U T
H

C A R
O L I N A
VIRGINIA F. CAUTHEN
VIRGINIA F. CAUTHEN
VIRGINIA F. CAUTHENTHOMAS M. BOUGEOIS
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 10+32 RT TO STA. 12+75 RT
FROM -L- STA. 10+32 LT TO STA. 12+50 LT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= Excelsior Matting
DETAIL A
Ground
Natural
Excelsior Matting
SEE DETAIL A
TOE PROTECTION
SEE DETAIL D
TOE PROTECTION
SEE DETAIL D
TOE PROTECTION
B
U
F
F
A
L
O

C
R
E
E
K
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L- STA. 18+15 RT TO STA. 19+50 RT
FROM -L- STA. 18+35 LT TO STA. 19+50 LT
DETAIL D
b
b= 3 Ft.
d= 1 Ft.
Type of Liner= Excelsior Matting
GROUND
NATURAL
SLOPE
FILL
(LOOKING UPSTREAM)
INLET CHANNEL & FLOODPLAIN BENCH PROFILE
OUTLET CHANNEL & FLOODPLAIN BENCH PROFILE
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
EX. GROUND
2.0’ THICK LAYER
CLASS II RIPRAP
EXCAVATION
PROPOSED

2.0’
1.5:1

EXCAVATION
PROPOSED
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
EX. GROUND
1.5:1

0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
RDY. BED
EX. GROUND/RDY. BED
EX. GROUND/
2.0’ THICK LAYER
CLASS II RIPRAP
1.5:1 (MAX)
PR. GROUND

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

2.0’
1.5:1
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
PR. GROUND

2.0’

2.0’
SEE DETAIL A
TOE PROTECTION
U/S & D/S FLOODPLAIN BENCH PROFILE (NTS)
DETAIL E
LATERAL ’V’ DITCH
( Not to Scale)
D
or flatter
2:
1 2:1
b
1"/Ft.
FROM -L- STA. 15+50 LT TO STA. 16+50 LT
FROM -L- STA. 13+50 LT TO STA. 15+25 LT
b= 2 Ft.
Min. D= 0.9 Ft.
DETAIL C
Ground
Natural
Slope
Fill
FLATTER2:1 OR
D
( Not to Scale)
CUT DITCH
FROM -L- STA. 14+10 RT TO STA. 15+25 RT
FROM -L- STA. 16+50 LT TO STA. 17+50 LT
FROM -L- STA. 12+50 LT TO STA. 13+50 LT
Min. D= 0.9 Ft.
DETAIL B
Slope
Ditch
Front
Ground
Natural
F
L
A
T
T
E
R
2:
1
O
R
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PRM-2 B-5374
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
7
4
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
5
3
7
4
_
p
r
m
_
0
4
_
i
m
p
a
c
t
s
.
d
g
n
j
d
a
v
e
n
p
o
r
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
A D

8
3
/ N
A

2
0
1 1
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
STA 12+00.00 (21.7’ LT)
BEGIN PRE-FENCING
THE PROPOSED ROW, PDE, OR WETLANDS ON THE PLANS.
3. DO NOT STAGE EQUIPMENT OR MATERIAL WITHIN
TEMPORARY IMPACTS TO WETLANDS IF REQUIRED.
2. INSTALL CONSTRUCTION MATTING FOR ANY
CONTROL PLAN.
SAFETY FENCE ALONG SR 2154 PER EROSION
FOR STAGING EQUIPMENT OR MATERIAL. INSTALL
1. CONTRACTOR SHALL AVOID WETLAND AREA
NOTES:
4
SHEET 4 OF 10
PERMIT DRAWING
0’50’50’
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND DRAW DOWN
DITCH EXCAVATION &
SITE 1
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
E
F
F
F
F F
F F
F
F
F
F
F
F
FF
FC
C
C
C
CCC
C
1
2
3
2
1 5
+
7
9
.8
1
-
L -
L O
W

P O
I N
T
(S A G
)
1 0
2
0
-L- PC Sta. 12+00.00
-L- PT Sta. 12+82.85
-L- PT Sta. 18+80.94
-L- POT Sta. 20+80.94
-L- PRC Sta. 17+77.87
-L- PC Sta. 14+32.85
-L- PT Sta. 10+22.49
-L- PC Sta. 8+29.20
1 5
v
v
v
v
18"
R
CP
12
" CM
P
WW
WD
48" 6SBW
48" 6SBW
48" 6SBW
48" 6SBW
MTL
48"
48" 5SBW
GR
GR
GR
GR
GR
GR
GR
S
ILO
BUS
CM
BUS
1SF
ABN
ABN
LT
W
/LT
N C
2
0
7

W O L F

P
O N D

R
O A D
SR 2154 GULLEDGE PARKER ROAD 20.0’ BST
EXISTING R/W
EXISTING R/W
E X I S
T
I N G
R
/
W
E
X I S
T
I N G
R
/
W
MTL
48"
6
0
.
0
0
’
60
.00’
DEAD END
T
O

S
A
N
D
Y

R
I
D
G
E

R
O
A
D
T
O
S
O U T
H

C A R
O L I N A
VIRGINIA F. CAUTHEN
VIRGINIA F. CAUTHEN
VIRGINIA F. CAUTHENTHOMAS M. BOUGEOIS
VIRGINIA F. CAUTHEN
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 10+32 RT TO STA. 12+75 RT
FROM -L- STA. 10+32 LT TO STA. 12+50 LT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= Excelsior Matting
DETAIL A
Ground
Natural
Excelsior Matting
SEE DETAIL A
TOE PROTECTION
SEE DETAIL D
TOE PROTECTION
SEE DETAIL D
TOE PROTECTION
B
U
F
F
A
L
O

C
R
E
E
K
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L- STA. 18+15 RT TO STA. 19+50 RT
FROM -L- STA. 18+35 LT TO STA. 19+50 LT
DETAIL D
b
b= 3 Ft.
d= 1 Ft.
Type of Liner= Excelsior Matting
GROUND
NATURAL
SLOPE
FILL
(LOOKING UPSTREAM)
(LOOKING DOWNSTREAM)
INLET CHANNEL & FLOODPLAIN BENCH PROFILE
OUTLET CHANNEL & FLOODPLAIN BENCH PROFILE
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
EX. GROUND
2.0’ THICK LAYER
CLASS II RIPRAP
EXCAVATION
PROPOSED

2.0’
1.5:1

EXCAVATION
PROPOSED
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
EX. GROUND
1.5:1

0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
RDY. BED
EX. GROUND/RDY. BED
EX. GROUND/
2.0’ THICK LAYER
CLASS II RIPRAP
1.5:1 (MAX)
PR. GROUND

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

2.0’
1.5:1
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
PR. GROUND
1.5:1

2.0’

2.0’
SEE DETAIL A
TOE PROTECTION
U/S & D/S FLOODPLAIN BENCH PROFILE (NTS)
DETAIL E
LATERAL ’V’ DITCH
( Not to Scale)
D
or flatter
2:
1 2:1
b
1"/Ft.
FROM -L- STA. 15+50 LT TO STA. 16+50 LT
FROM -L- STA. 13+50 LT TO STA. 15+25 LT
b= 2 Ft.
Min. D= 0.9 Ft.
DETAIL C
Ground
Natural
Slope
Fill
FLATTER2:1 OR
D
( Not to Scale)
CUT DITCH
FROM -L- STA. 14+10 RT TO STA. 15+25 RT
FROM -L- STA. 16+50 LT TO STA. 17+50 LT
FROM -L- STA. 12+50 LT TO STA. 13+50 LT
Min. D= 0.9 Ft.
DETAIL B
Slope
Ditch
Front
Ground
Natural
F
L
A
T
T
E
R
2:
1
O
R
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
PRM-3 B-5374
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
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\
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\
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_
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a
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D
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a
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i
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g
s
\
B
5
3
7
4
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p
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0
5
_
i
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p
a
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s
_
n
o
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c
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d
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a
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p
o
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8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
A D

8
3
/ N
A
2
0
1 1
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
STA 12+00.00 (21.7’ LT)
BEGIN PRE-FENCING
THE PROPOSED ROW, PDE, OR WETLANDS ON THE PLANS.
3. DO NOT STAGE EQUIPMENT OR MATERIAL WITHIN
TEMPORARY IMPACTS TO WETLANDS IF REQUIRED.
2. INSTALL CONSTRUCTION MATTING FOR ANY
CONTROL PLAN.
SAFETY FENCE ALONG SR 2154 PER EROSION
FOR STAGING EQUIPMENT OR MATERIAL. INSTALL
1. CONTRACTOR SHALL AVOID WETLAND AREA
NOTES:
4
SHEET 5 OF 10
PERMIT DRAWING
0’50’50’
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND DRAW DOWN
DITCH EXCAVATION &
SITE 1
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
E
F
F
F
F F
F F
F
F
F
F
F
F
FF
FC
C
C
C
CCC
C
WW
WD
48" 6SBW
48" 6SBW
MTL
48
"
48" 5SBW
GR
VIRGINIA F. CAUTHEN
B
U
F
F
A
L
O

C
R
E
E
K
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
R E
V I S
I O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-5374
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
7
4
\
H
y
d
r
a
u
l
i
c
s
\
P
E
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M
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S
_
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l
\
D
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a
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i
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g
s
\
B
5
3
7
4
_
p
r
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_
0
6
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m
p
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.
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p
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8
/
1
7
/
9
9
N
A D

8
3
/ N
A
2
0
1 1 4
SHEET 6 OF 10
PERMIT DRAWING
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
0’20’20’
PRM-4
WETLAND DRAW DOWN
DITCH EXCAVATION &
SITE 1
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
STABILIZATION & IMPACTS
CULVERT AND BANK
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
IN SURFACE WATER
& TEMP. IMPACTS
TEMP. IMPERVIOUS DIKES
SITE 2
E
F F
F
FF
FC
C
CCC
C
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
650
660
670
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
7
4
\
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d
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\
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5
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p
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d
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p
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t
B-5374 PRM-5
= 565.0
= > 500
= 3100
= 560.99
= 100
= 1688
= 559.9
= 25
= 1200DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
CFS
YRS
FT
CFS
YRS
FT
CFS
YRS
FT
CULVERT HYDRAULIC DATA
DITCH LEGEND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L- PLAN VIEW SEE SHEET 4
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
SHEET 7 OF 10
PERMIT DRAWING
E
L
E
V

=

5
7
1 .9
5
’
B
E
G
I N

G
R
A
D
E

-
L
-

S
T
A
. 1 0
+
3
2
.0
0
E
L
E
V

=

5
7
3
.6
5
’
E
N
D

G
R
A
D
E

-
L
-

S
T
A
. 1 9
+
5
0
.0
0
-L-
E
L
E
V

=

5
6
4
.2
8
S
T
A

1 5
+
7
6
.8
1
-
L
-
L
O
W
P
O
I N
T

(
S
A
G
)
RR SPIKE IN BASE OF POWER POLE
-L- STA 11+25.10 32.83’ (LT)
N 401,843 E 1,539,724
BM1 ELEVATION = 570.98
RR SPIKE IN BASE OF 32" GUM
-L- STA 16+08.04 80.72’ (RT)
N 401,868 E 1,540,201
BM2 ELEVATION = 561.86’
PI = 12+95.00
EL = 568.50’
(-)1.3118%
(-)2
.7778%
VC = 80’
K = 55
PI = 14+30.00
EL = 564.75’
(-)0.3400%
VC = 160’
K = 66
PI = 16+80.00
EL = 563.90’
VC = 240’
K = 49
PI = 18+65.00
EL = 572.25’
(+)4.5135%(+)1.6471%
VC = 130’
K = 45
DS = 40mph DS = 40mph DS = 40mphDS = 35mph*
VERTICAL ALIGNMENT
ALLOWABLE TO MATCH EXISTING
REDUCTION IN DESIGN SPEED IS
*PER SUBREGIONAL TIER GUIDELINES
5
6
7
.4
0
(-) 2.3810%(+) 6.0000%(+) 3.2000%(+) 6.4000%
5
6
5
.7
0
5
5
8
.5
0
5
5
6
.0
0 5
5
4
.1 0
5
6
0
.1 0
5
6
1 .7
0
5
6
4
.9
0
(
-
)
6.
3
9
1
7
%
5
6
3
.0
3
5
5
5
.6
8
(-)2.0000%
(-)
8.
4
7
0
6
CONC SILL
3.0’H
CONC SILL
1.0’H
CONC SILL
3.0’H
P
R O
P

3

@

1 1 ’x 1 0
’
R C
B
C
C
/L
S
T A

1 5
+
4
0

-
L -
WSEL = 560.99’
PROP 100YR
WSEL = 559.9’
PROP 25YR
WSEL = 565.0’
OVERTOPPING
+
5
0

L
T
+
3
5

L
T
+
2
0

L
T
+
1 0

R
T
+
2
5

R
T
+
2
5

L
T +
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0

L
T
+
5
0

L
T
+
0
0

L
T
+
5
0

L
T
/2015)12/03(
WSEL = 554.5’
LEFT DITCH
RIGHT DITCH
CULVERT
IN EACH BARREL OF THE PROPOSED
NATIVE MATERIAL MUST BE USED
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
3
/
2
3
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
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A
D
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5
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
570 570
575 575
565 565
12+50.00
565 565
570 570
575 575
560 560
13+00.00
565 565
570 570
560 560
13+50.00
560 560
565 565
570 570
555 555
14+00.00
560 560
565 565
570 570
555 55514+50.00
B-5374
-L-
2.5 5
PRM-7
WETLANDS
WETLANDS
SHEET 9 OF 10
PERMIT DRAWING
568.65
2:
12:1 0.0300.030
2:
1
567.40
567.80
3
.
6
4
:
1
2:
1 2:1 0.0120.012
566.40
566.09
20:1
0.0120.012
2:12:
1
564.43
563.79
20:12:1
0.0200.020
560.19
2:1
2:
1
560.26
2:1
0.0350.035
557.79
2:1
2:
1 560.47
4:15
:
1
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UNION COUNTY B-5374 46089.1.1
NC

D
E
P
A
R
T
M
E
N
T

O
F

T
R
A
N
S
P
O
R
T
A
T
I
O
N
DIVISION OF HIGHWAYS 03/23/2017
207
207
TRENT E. HUFFMAN, P.E.
TIM R. REID, P.E.
UNION COUNTY
BRIDGE NO. 448 OVER BUFFALO CREEK
ON SR 2154 (GULLEDGE PARKER RD)

GRADING, DRAINAGE, PAVING, AND CULVERT
25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
617
916
10
60
5
40
%
%
MPH
ADT
ADT
2018
2038
% *
DUAL 3%* TTST =2%
FUNC CLASS =
LOCAL RURAL
SUB-REGIONAL TIER
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.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-5374 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
2
/
2
8
/
2
0
1 7
P
:
\
8
5
2
2
-
0
6
\
C
A
D
D
\
B
5
3
7
4
\
R
o
a
d
w
a
y
\
P
r
o
j
\
b
5
3
7
4
_
r
d
y
_
t
s
h
_
0
1 .
d
g
n
t
h
u
f
f
m
a
n
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
B
-
5
3
7
4

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
(GULLEDGE PARKER RD)
-L- SR 2154
N
C

2
0
7

(W
O
L F
P O
N
D

R D
)
LENGTH OF ROADWAY TIP PROJECT B-5374 = 0.174 MILES
TOTAL LENGTH OF TIP PROJECT B-5374 = 0.174 MILES
B
U
F
F
A
L
O

C
R
E
E
K
Prepared for NCDOT in the Office of:
NCDOT CONTACT: THAD DUNCAN, PE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
FEBRUARY 24, 2017
FEBRUARY 20, 2018
K

46089.2.1
P.E.BRZ-2154(1)
BRZ-2154(1)
46089.1.1
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.

R/W & UTL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PARKER RD
GULLEDGE
SR 2154
B U FFA LO C R EEK
WALTERS MILL RD
SR 2123
EUBANKS RDSR 2121
TRINITY CHURCH RDSR 2153
A U S T I N
R D
S R 2
1 5
6
W.
M.
G
RIF
FI
N
R
D
S
R 2155
JACK DAVIS RD
SR 2125
A R M
F I E L D
M I L L R D
S R
2
1 3
0
BAKER RD
SR 2201
RA PE RDSR 2122
A
U
S
T
I
N

R
D
S
R
2
1
5
6
(NTS)
NC

/

SC
STATE
L
INE
PROJECT
END
PROJECT
BEGIN
CHURCH
EPISCOPAL
TRINITY
RAC
O
O
N BRANC
H
B
U
F
F
A
L
O
C
R
E
E
K
B
U
F
F
A
L
O
C
R
E
E
K
L Y N
C
H
E S R I V E R
VICINITY MAP
-L- STA. 19+50.00
END TIP PROJECT B-5374
-L- STA. 10+32.00
BEGIN TIP PROJECT B-5374
TO DEAD END
T O

M
O
N
R O
E
T O

P A G
E L A N
D
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA. 15+22.45
BEGIN CULVERT -L- STA. 15+57.59
END CULVERT
RIGHT OF WAY PLANS
-L- STA. 20+49.03
END CONSTRUCTION
-L- STA. 8+00.00
BEGIN CONSTRUCTION
N
A D

8
3
/ N
A
2
0
1 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R E
V I S
I O
N
S

4 B-5374
N
A D

8
3
/ N
A
2
0
1 1
1
2
3
2
EX R/W LT
+80.94
90’ RT
RTEX R/W
+00
84.3’LT
+18
150’LT
+33
148’LT
+58
EX R/W RT
+10
85’ RT
+00
EX R/W LT
+50
45’ LT
+65
EX R/W LT
+49.03
85’ LT
65’ LT
45’ LT
+60
85’ LT
65’ LT
45’ LT
+00
EX. R/W LT
50’ LT
+00
0
1
0
2
0
5 0
4 0
2
0
1 0
0
0
4
0
3
0
2
0
3 0
1 0
0 0
2
0
2
0
3 0
3
0
1 0
2 0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
3
0
3
0
2
0
1
0
0
0
1
0
3
E X I S T
GRAU 350 TL-2
GRAU

35
0
TL
-
2
GRAU

3
50
TL
-2
GRAU 350 TL-2
0
6
0
3
-L-
PI Sta 12+41.43
D
L = 82.85’
T = 41.43’
R = 1,700.00’
PI Sta 16+09.67
D
L = 345.02’
T = 176.81’
R = 640.00’
PI Sta 18+29.48
D
L = 103.07’
T = 51.61’
R = 800.00’
SE = 04SE = 03 SE = 03
Runoff = 63’Runoff = 84’Runoff = 63’
D
PI Sta 9+25.86
L = 193.30’
T = 96.66’
R = 4,500.00’
1 0
2
0
-L- PC Sta. 12+00.00
-L- PT Sta. 12+82.85
-L- PT Sta. 18+80.94
-L- POT Sta. 20+80.94
-L- PRC Sta. 17+77.87
-L- PC Sta. 14+32.85
-
L
-
-L-
-L- PT Sta. 10+22.49
-L- PC Sta. 8+29.20
1 5
v
v
v
v
v
18"
R
CP
12
" CM
P
WW
WD
48" 6SBW
48" 6SBW
48" 6SBW
48" 6SBW
MTL
48"
48" 5SBW
GR
GR
GR
GR
GR
GR
GR
S
ILO
BUS
CM
BUS
1SF
ABN
ABN
LT
W
/LT
S

1
3
3
9
’
4
3
"

E
3
9
1
.
3
8
’
S

1
2
5
2
’
4
9
"

E
1
6
1
.
9
0
’
B
U
F
F
A
L
O

C
R
E
E
K
N C
2
0
7

W O L F

P
O N D

R
O A D
SR 2154 GULLEDGE PARKER ROAD 20.0’ BST
EXISTING R/W
EXISTING R/W
E X I S
T
I N G
R
/
W
E
X I S
T
I N G
R
/
W
MTL
48"
2
5

PA
I
R
,
CO
PPER
,
GTE
25 PAIR, COPPER, GTE
6
0
.
0
0
’
60
.00’
DEAD END
T
O

S
A
N
D
Y

R
I
D
G
E

R
O
A
D
T
O
S
O U T
H

C A R
O L I N A
VIRGINIA F. CAUTHEN
14-E-022
VIRGINIA F. CAUTHEN
14-E-022
VIRGINIA F. CAUTHEN
14-E-022
THOMAS M. BOUGEOIS
DB 5297 PG 773
0
.
2
2
’
+
3
5
.
5
7
RET
R E TRET
( Not to Scale)
TOE PROTECTION
d
FROM -L- STA. 10+32 RT TO STA. 12+75 RT
FROM -L- STA. 10+32 LT TO STA. 12+50 LT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= Excelsior Matting
DETAIL A
Ground
Natural
Excelsior Matting
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
CUT DITCH
SEE DETAIL D
TOE PROTECTION
SEE DETAIL D
TOE PROTECTION
B
U
F
F
A
L
O

C
R
E
E
K
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -L- STA. 18+15 RT TO STA. 19+50 RT
FROM -L- STA. 18+35 LT TO STA. 19+50 LT
DETAIL D
b
b= 3 Ft.
d= 1 Ft.
Type of Liner= Excelsior Matting
GROUND
NATURAL
SLOPE
FILL
(LOOKING UPSTREAM)
(LOOKING DOWNSTREAM)
INLET CHANNEL & FLOODPLAIN BENCH PROFILE
OUTLET CHANNEL & FLOODPLAIN BENCH PROFILE
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
EX. GROUND
2.0’ THICK LAYER
CLASS II RIPRAP
EXCAVATION
PROPOSED

2.0’
1.5:1

EXCAVATION
PROPOSED
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
EX. GROUND
1.5:1

0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
0-9.0’ WIDE VAR.
BENCHFLOODPLAIN
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
EXCAVATION
PROPOSED
EX. ABUTMENT
REMOVE
RDY. BED
EX. GROUND/RDY. BED
EX. GROUND/
2.0’ THICK LAYER
CLASS II RIPRAP
1.5:1 (MAX)
PR. GROUND

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

VAR.
0-9.0’ WIDE
BENCH
FLOODPLAIN

2.0’
1.5:1
(LOW FLOW CHANNEL)
PROPOSED GROUND
1.5:1 (MAX)
2.0’ THICK LAYER
CLASS II RIPRAP
PR. GROUND
1.5:1

2.0’

2.0’
SEE DETAIL A
TOE PROTECTION
BRIDGE
REMOVE EX.
U/S & D/S FLOODPLAIN BENCH PROFILE (NTS)
DETAIL E
EST 39 CY DDE
SEE DETAIL C
LATERAL V-DITCH
EST 19 CY DDE
SEE DETAIL C
LATERAL V-DITCH
SEE DETAIL E
EST 175 SY GEOTEXTILE
EST 145 TONS CLASS ’II’ RIPRAP
EST 20 CY DDE
CHANNEL IMPROVEMENT
35 LF OF INLET
SEE DETAIL E
EST 185 SY GEOTEXTILE
EST 150 TONS CLASS ’II’ RIPRAP
EST 40 CY DDE
CHANNEL IMPROVEMENT
40 LF OF OUTLET
LATERAL ’V’ DITCH
( Not to Scale)
D
or flatter
2:
1 2:1
b
1"/Ft.
FROM -L- STA. 15+50 LT TO STA. 16+50 LT
FROM -L- STA. 13+50 LT TO STA. 15+25 LT
b= 2 Ft.
Min. D= 0.9 Ft.
DETAIL C
Ground
Natural
Slope
Fill
SEE DETAIL B
CUT DITCH
FLATTER2:1 OR
D
( Not to Scale)
CUT DITCH
FROM -L- STA. 14+10 RT TO STA. 15+25 RT
FROM -L- STA. 16+50 LT TO STA. 17+50 LT
FROM -L- STA. 12+50 LT TO STA. 13+50 LT
Min. D= 0.9 Ft.
DETAIL B
Slope
Ditch
Front
Ground
Natural
F
L
A
T
T
E
R
2:
1
O
R
SEE DETAIL B
CUT DITCH
0401
1
8
"
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
/
2
8
/
2
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1 7
P
:
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8
5
2
2
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0
6
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C
A
D
D
\
B
5
3
7
4
\
R
o
a
d
w
a
y
\
P
r
o
j
\
B
5
3
7
4
_
R
D
Y
_
p
s
h
_
0
4
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d
g
n
t
h
u
f
f
m
a
n
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
FOR PROFILE SEE SHEET 5
SEE SHEETS C-1 TO C- FOR CULVERT PLANS
STA 12+00.00 (21.7’ LT)
BEGIN PRE-FENCING
THE PROPOSED ROW, PDE, OR WETLANDS ON THE PLANS.
3. DO NOT STAGE EQUIPMENT OR MATERIAL WITHIN
TEMPORARY IMPACTS TO WETLANDS IF REQUIRED.
2. INSTALL CONSTRUCTION MATTING FOR ANY
CONTROL PLAN.
SAFETY FENCE ALONG SR 2154 PER EROSION
FOR STAGING EQUIPMENT OR MATERIAL. INSTALL
1. CONTRACTOR SHALL AVOID WETLAND AREA
NOTES:
I
N
C
2
1
’
10’
10’
+
7
7
.8
7
TYP
21’
+
5
8
10’
10’
1 5
+
7
9
.8
1
-
L -
L O
W

P O
I N
T
(S A G
)
R /W

W
I D T H
6
0
’ E XR
/
W

W
I
D
T
H
6
0
’

E
X
2
0
’
B
S
T
2
0
’
B S T
8:1 TAPER
8:1 TAPER
8:
1
T
A
P
E
R
8
:1
TAPER
+
3
9
.
0
3
+
7
1
.
0
3
+
1 6
.1 0
+
4
4
.4
6
+
5
4
.5
9
+
1 4
.6
0
+
3
9
.
0
3
+
7
1
.
0
3
BL-3
B5374-2
BL-4
BM#2
BM#1
BL-5
EST. 370 LF
EXIST. FENCE
REM AND RESET
4’ PS
4’ PS
43.57’ RT
STA 17+26.59
END PRE-FENCING
23.72’ RT
STA 9+99.88
BEGIN PRE-FENCING
30.00’ LT
STA 9+88.82
BEGIN PRE-FENCING
64.52’ LT
STA 15+11.52
END PRE-FENCING
-L- STA. 19+50.00
END TIP PROJECT B-5374
-L- STA. 10+32.00
BEGIN TIP PROJECT B-5374
-L- STA. 20+49.03
END CONSTRUCTION
-L- STA. 8+00.00
BEGIN CONSTRUCTION
STA 15+22.45
BEGIN CULVERT
STA 15+57.59
END CULVERT
F
F
F
F F
F F
F
F
F
F
F
F
FF
FC
C
C
C
CCC
C