HomeMy WebLinkAbout20150701 Ver 1_Scotland bridge 6 L-018R1 Permit Drawings 820006_20150717(V
e
r
s
i
o
n
1
.
2
;
R
e
l
e
a
s
e
d
S
e
p
t
e
m
b
e
r
2
0
1
1
)
17
B
P
.
8
.
R
.
5
8
B
r
.
8
2
0
0
0
6
Co
u
n
t
y
(
i
e
s
)
:
Sc
o
t
l
a
n
d
Page 1of 1
Pr
o
j
e
c
t
T
y
p
e
:
Date:
Ph
o
n
e
:
Ph
o
n
e
:
Em
a
i
l
:
Em
a
i
l
:
Co
u
n
t
y
(
i
e
s
)
:
CA
M
A
C
o
u
n
t
y
?
Su
r
r
o
u
n
d
i
n
g
L
a
n
d
U
s
e
:
Ru
r
a
l
a
n
d
A
g
r
i
c
u
l
t
u
r
a
l
0.
0
8
2
m
i
l
e
s
0.
2
1
Pr
o
j
e
c
t
B
u
i
l
t
,
U
p
o
n
A
r
e
a
(
a
c
.
)
Pr
o
p
o
s
e
d
P
r
o
j
e
c
t
Ex
i
s
t
i
n
g
S
i
t
e
Pr
o
j
e
c
t
L
e
n
g
t
h
(
l
i
n
.
M
i
l
e
s
o
r
f
e
e
t
)
:
Bu
f
f
e
r
R
u
l
e
s
i
n
E
f
f
e
c
t
Pr
o
j
e
c
t
D
e
s
c
r
i
p
t
i
o
n
No
n
e
No
No
n
e
NC
D
W
Q
S
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
P
r
i
m
a
r
y
R
e
c
e
i
v
i
n
g
W
a
t
e
r
30
3
(
d
)
I
m
p
a
i
r
m
e
n
t
s
:
Ri
v
e
r
B
a
s
i
n
(
s
)
:
Pr
i
m
a
r
y
R
e
c
e
i
v
i
n
g
W
a
t
e
r
:
Cl
a
s
s
C
Ot
h
e
r
S
t
r
e
a
m
C
l
a
s
s
i
f
i
c
a
t
i
o
n
:
ST
V
/
R
a
l
p
h
W
h
i
t
e
h
e
a
d
A
s
s
o
c
i
a
t
e
s
,
I
n
c
.
Ci
t
y
/
T
o
w
n
:
(7
0
4
)
3
7
2
1
8
8
5
10
2
0
B
i
r
c
h
R
i
d
g
e
D
r
i
v
e
Ad
d
r
e
s
s
:
La
u
r
e
l
H
i
l
l
,
N
C
(9
1
9
)
7
0
7
6
7
5
1
Sc
o
t
l
a
n
d
ac.
0.
2
5
ac
.
No
r
t
h
C
a
r
o
l
i
n
a
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
Hi
g
h
w
a
y
S
t
o
r
m
w
a
t
e
r
P
r
o
g
r
a
m
S
T
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
P
L
A
N
FO
R
L
I
N
E
A
R
R
O
A
D
W
A
Y
P
R
O
J
E
C
T
S
Br
i
d
g
e
R
e
p
l
a
c
e
m
e
n
t
Ge
n
e
r
a
l
P
r
o
j
e
c
t
I
n
f
o
r
m
a
t
i
o
n
Ad
d
r
e
s
s
:
4/24/2015
90
0
W
e
s
t
T
r
a
d
e
S
t
r
e
e
t
,
S
t
e
.
7
1
5
Ra
l
e
i
g
h
,
N
C
2
7
6
1
0
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
2
Pr
o
j
e
c
t
/
T
I
P
N
o
.
:
NC
D
O
T
C
o
n
t
a
c
t
:
Pr
o
j
e
c
t
N
o
.
:
17
B
P
.
8
.
R
.
5
8
B
r
.
8
2
0
0
0
6
Co
n
t
r
a
c
t
o
r
/
D
e
s
i
g
n
e
r
:
Lu
m
b
e
r
14
3
2
(
7
)
Ed
w
a
r
d
.
V
a
n
c
e
@
s
t
v
i
n
c
.
c
o
m
N/
A
NC
D
W
Q
S
t
r
e
a
m
I
n
d
e
x
N
o
.
:
Su
p
p
l
e
m
e
n
t
a
l
:
Pr
i
m
a
r
y
:
Gu
m
S
w
a
m
p
C
r
e
e
k
De
s
i
g
n
/
F
u
t
u
r
e
:
Ex
i
s
t
i
n
g
:
95
0
0.
2
1
Pr
o
j
e
c
t
B
u
i
l
t
,
U
p
o
n
A
r
e
a
(
a
c
.
)
ac.
Ge
n
e
r
a
l
P
r
o
j
e
c
t
N
a
r
r
a
t
i
v
e
:
Ty
p
i
c
a
l
C
r
o
s
s
S
e
c
t
i
o
n
D
e
s
c
r
i
p
t
i
o
n
:
Re
f
e
r
e
n
c
e
s
950
0.
2
5
Av
e
r
a
g
e
D
a
i
l
y
T
r
a
f
f
i
c
(
v
e
h
/
h
r
/
d
a
y
)
:
ac
.
10
f
t
l
a
n
e
s
w
i
t
h
4
f
t
s
h
o
u
l
d
e
r
s
Tw
o
1
0
f
t
l
a
n
e
s
R
O
A
D
W
A
Y
D
E
S
C
R
I
P
T
I
O
N
T
h
e
p
r
o
j
e
c
t
1
7
B
P
.
8
.
R
.
5
8
c
o
n
s
i
s
t
s
o
f
c
o
n
s
t
r
u
c
t
i
n
g
a
n
e
w
1
2
0
’
,
t
h
r
e
e
s
p
a
n
b
r
i
d
g
e
(
1
@
2
5
’
,
1
@
7
0
’
,
1
@
2
5
’
)
,
30
’
%
0
”
o
u
t
%
t
o
%
o
u
t
w
i
t
h
2
1
”
a
n
d
2
4
”
c
o
r
e
d
s
l
a
b
t
o
r
e
place
t
h
e
e
x
i
s
t
i
n
g
8
6
’
%
8
”
,
f
i
v
e
s
p
a
n
b
r
i
d
g
e
(
1
@
1
8
’
%
0
”
,
1
@
1
7
’
%
4
”
,
2
@
1
6
’
%
1
0
”
,
1
@
1
7
’
%
8
”
)
.
T
h
e
p
r
o
j
e
c
t
i
s
i
n
L
a
u
re
l
H
i
l
l
,
N
C
a
n
d
i
s
c
l
a
s
s
i
f
i
e
d
a
s
a
l
o
c
a
l
r
o
a
d
o
n
S
R%1001
(M
a
r
s
t
o
n
R
o
a
d
)
o
v
e
r
G
u
m
S
w
a
m
p
C
r
e
e
k
i
n
S
c
o
t
l
a
n
d
C
o
u
nt
y
.
T
h
e
t
o
t
a
l
p
r
o
j
e
c
t
l
e
n
g
t
h
i
s
0
.
0
8
m
i
l
e
s
.
T
h
e
p
r
o
j
e
c
t
c
r
e
a
t
e
s
w
e
t
l
a
n
d
a
n
d
s
u
r
f
a
c
e
w
a
t
e
r
i
m
p
a
c
t
s
t
o
G
u
m
S
w
a
m
p
C
r
e
e
k
w
h
i
c
h
i
s
l
o
c
a
t
e
d
i
n
t
h
e
L
u
m
b
e
r
R
i
v
e
r
B
a
s
i
n
.
T
h
e
p
r
o
j
e
c
t
d
r
a
i
n
a
g
e
s
y
s
t
e
m
c
o
n
s
i
s
t
s
o
f
a
d
r
o
p
i
n
l
e
t
a
n
d
p
i
p
e
t
h
a
t
d
r
a
i
n
t
o
e
x
i
s
t
i
n
g
g
r
a
d
e
.
A rip
ra
p
a
p
r
o
n
i
s
l
o
c
a
t
e
d
a
t
t
h
e
e
n
d
o
f
t
h
e
p
i
p
e
o
u
t
f
a
l
l
a
n
d
w
h
e
r
e
s
h
e
e
t
f
l
o
w
w
i
l
l
o
c
c
u
r
.
T
h
e
p
r
o
p
o
s
e
d
b
r
i
dg
e
w
i
l
l
r
e
q
u
i
r
e
d
e
c
k
d
r
a
i
n
s
o
n
t
h
e
l
e
f
t
s
i
d
e
o
f
t
h
e bridge. The
pr
o
p
o
s
e
d
l
o
c
a
t
i
o
n
o
f
t
h
e
d
e
c
k
d
r
a
i
n
s
i
s
s
u
c
h
s
o
t
h
a
t
t
h
e
r
e
i
s
n
o
d
i
r
e
c
t
d
i
s
c
h
a
r
g
e
i
n
t
o
t
h
e
s
u
r
f
a
c
e
w
a
t
er
.
EN
V
I
R
O
N
M
E
N
T
A
L
D
E
S
C
R
I
P
T
I
O
N
T
h
e
p
r
o
j
e
c
t
i
s
l
o
c
a
t
e
d
i
n
S
c
o
t
l
a
n
d
C
o
u
n
t
y
i
n
t
h
e
L
u
m
b
e
r
R
i
v
e
r
B
a
s
i
n
.
T
h
e
p
r
o
j
e
c
t
c
r
e
a
t
e
s
0
.
0
1
a
c
r
e
s
o
f
e
x
c
a
v
a
t
i
o
n
i
n
w
e
t
l
a
n
d
s
a
n
d
0
.
0
3
a
c
r
e
s
o
f
hand clearing in
w
e
t
l
a
n
d
s
.
T
h
e
p
r
o
j
e
c
t
a
l
s
o
c
r
e
a
t
e
s
0
.
0
6
a
c
r
e
s
o
f
t
e
m
p
o
r
a
r
y
s
u
r
f
a
c
e
w
a
t
e
r
i
m
p
a
c
t
s
a
n
d
9
1
f
e
e
t
o
f
i
m
p
a
c
t
a
l
o
n
g
t
h
e
e
x
i
s
t
i
n
g
c
h
a
n
n
e
l
o
f
G
u
m
S
w
a
m
p
C
r
e
e
k
which is
cl
a
s
s
i
f
i
e
d
a
s
a
‘
C
l
a
s
s
C
’
w
a
t
e
r
.
T
h
e
r
o
a
d
w
a
y
a
p
p
r
o
ac
h
w
o
r
k
i
s
m
i
n
i
m
i
z
e
d
a
s
m
u
c
h
a
s
p
o
s
s
i
b
l
e
t
o
r
e
d
u
c
e
t
h
e
p
r
o
p
o
s
e
d
p
r
o
j
e
c
t
f
o
o
t
p
r
i
n
t
.
T
h
e
p
r
o
p
o
s
e
d
b
r
i
d
ge piers
ar
e
w
i
t
h
i
n
t
h
e
r
i
v
e
r
b
a
n
k
l
i
m
i
t
s
w
h
i
c
h
r
e
s
u
l
t
s
i
n
p
er
m
a
n
e
n
t
s
t
r
e
a
m
i
m
p
a
c
t
s
d
u
e
t
o
t
h
e
b
r
i
d
g
e
p
i
e
r
l
o
c
a
ti
o
n
.
T
h
e
r
i
p
r
a
p
a
p
r
o
n
a
t
t
h
e
p
i
p
e
o
u
t
f
a
l
l
i
s
i
n
s
talled to
al
l
e
v
i
a
t
e
t
h
e
p
o
t
e
n
t
i
a
l
f
o
r
e
r
o
s
i
o
n
.
BEGIN PROJECT
END PROJECT
G
U
M
S
W
A
M
P
C
R
E
E
K
SR
1
3
2
3
SR 1338
S
R
1
0
0
1
SR 1341 SR 1345
S
R
1
3
3
4
SR 1337
SR 1702
S
R
1
3
3
6
S
R 1
3
2
4 SR 1325
SR
13
2
5
G
ro
v
e
R
d
S
n
e
a
d
s
SR 1335
SR 1370
SR 1 0 0 1
SR 1340
S
R
1
3
3
9
TrailSpradley
H
off
m
a
n
R
d
C
am
pb
e
ll Rd
B
ro
a
d
w
e
ll Rd
Ca
m
p
Mo
n
ro
e
RdSimpson Rd
Gillis Rd
Sneads Grove Rd
M
a
rs
to
n
R
d
Bunch Rd
C
r
a
w
f
o
r
d
L
a
k
e
R
d
Currie Rd
M
c
F
a
rla
n
d
R
d
Trader Rd
J C Hunt Rd
M a r s to n R d
Gibson RdCliff
Hound Dog
S
R 1
3
2
8
0
PROFILE (HORIZONTAL)
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
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
D
E
P
A
R
T
MEN
T
O
F
TRAN SPORTA
T
IO
N
S
T
A TE OF NORT
H
CAR
O
LI
N
A
1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:
STV/RALPH WHITEHEAD ASSOCIATES, INC.
NC License Number F-0991
VICINITY MAP
N.T.S.
4
/2
4
/2
0
15
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
LOCATION:
TYPE OF WORK:
40
P.E.
40
PROJECT LENGTH
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
DESIGN DATA
-L-
-L- STA. 15+88.89
END BRIDGE
-L- STA. 14+68.80
BEGIN BRIDGE
6%
SIGNATURE:
P.E.
P.E.
SIGNATURE:
4
50
2010
DETOUR
PROJECT DESIGNER
GRADING, PAVING, DRAINAGE, & STRUCTURE
R / W & UTILITIES
900 West Trade St., Ste. 715, Charlotte NC, 28202
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICS
MAY 20, 2014
SMITH-ROWE, LLC
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
CONSTRUCTION
17BP.8.R.58
17BP.8.R.58
17BP.8.R.58
17BP.8.R.58
C
O
N
T
R
A
C
T
:
C
2
0
3
5
4
4
SCOTLAND COUNTY
GERALD H. McCAULEY, PE
ETHAN P. WRIGHT, EI
950
N/AN/A
LOCAL RURAL
FUNC. CLASSIFICATION:
G
U
M S WA
M P CREEK
MAY 20, 2014
SR 1001(MARSTON ROAD)
ON SR 1001 (MARSTON ROAD)
BRIDGE #820006 OVER GUM SWAMP CREEK
NAD 83 / 2011
*TTST=3%DUALS=3%
*
THE LIMITS ESTABLISHED BY METHOD III.
MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
K-VALUE AND STOPPING SIGHT DISTANCES. THIS PROJECT IS NOT WITHIN A
DESIGN EXCEPTION FOR MIN. HORIZONTAL CURVE RADIUS, SAG VERTICAL CURVE
Scale : 80
SITE 1
T
O
L
AUR
E
L
HI
L
L
TO MARSTON
WETLAND & SURFACE WATER IMPACTS PERMIT
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P
R
O
J
E
C
T
:
17
B
P
.
8
.
R
.
5
8
-L- STA. 13+10.00
BEGIN PROJECT 17BP.8.R.58
-L- STA. 17+45.00
END PROJECT 17BP.8.R.58
TOTAL LENGTH OF PROJECT 17BP.8.R.58 = 0.082 MILES
LENGTH OF STRUCTURE PROJECT 17BP.8.R.58 = 0.023 MILES
LENGTH OF ROADWAY PROJECT 17BP.8.R.58 = 0.059 MILES
NCDOT CONTACT:VIRGINIA MABRY
Priority Projects Unit
SUBMITTED: 4-24-15
PERMIT SUBMITTAL
SUBMITTAL #L-018R1
Permit Drawing
6of1Sheet
T
T
EXISTI
N
G
R/
W
EXISTIN
G
R/
W
6
0
.0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
1L
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
1L
RANDALL HOBBS
MB 8 PG 283
DB 9-O PG 531
3L
TIMOTHY JOHNSON
MB 8 PG 283
DB 533 PG 322
2L
G
U
M S WA
M P CR EEK
P
T
S
t
a
. 14
+
9
6
.5
4
P
C
S
t
a
. 15
+
4
5
.9
3
P
T
S
t
a
.
17
+
18
.
8
5
SR 1001 (MARSTON RD)
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
HC
HC
HC HC HC
HC HC HC HC
HCHC
TS TS TS TS
TS TS TS TS
TS TS TS TS
TSTSTSTSTSTSTS
TS TS TS TS TS TS
TSTSTSTSTSTS
TS TS TS TS
TSTSTSTS
TS TS TS
TSTSTS
TS TS
TSTSTS
HC
HC
HC
HC
HC
HC
HC
HC HC HC
HCHCHC
E EE HC
E E
E
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
4
/
2
4
/
2
0
15
R
:
\
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
\
P
r
m
S
H
T
\
8
2
0
0
0
6
_
H
y
d
_
P
r
m
_
p
s
h
0
4
.
d
g
n
m
a
b
d
e
l
a
z
i
z
4
BRIDGE #820006
SMITH-ROWE, LLC
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
17BP.8.R.58
214
218
222
226
230
234
238
242
246
214
218
222
226
230
234
238
242
246
15 16 17 181413
NAD 83 / 2011
Scale : 40
SITE 1
SEE FIGURE
SITE 1
0'40'40'
GRAPHIC SCALE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SW IMPACTS
TEMPORARY
CLEARING
HAND
AREA (AC)LENGTH (FT)
0.06
0.03
91
-
WETLAND & STREAM PERMIT IMPACT
0.01 -IN WETLAND
EXCAVATION
CLEARING
DENOTES HANDHCHC
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
LEGEND
IN WETLAND
DENOTES EXCAVATIONEE
Permit Drawing
6of2Sheet
STA. 15+88.89
END BRIDGESTA. 14+68.80
BEGIN BRIDGE
PI = 14+00.00
EL = 232.17'
(-
)5.6
3
4
3%
(-)0.3293%
VC = 180'
K = 34 PI = 16+88.00
EL = 231.22'
(-)0.3293%(+)0.4548%
VC = 114'
K = 145
DS = 25 MPH
DS = 60 MPH
E
X
IS
T
(-
)5.
9
73
6%
EXIST (+)0.9257%
PROPOSED GRADE
TO BE REMOVED
EXISTING BRIDGE
EXISTING GROUND
EL = 237.24
STA. 13+10.00
BEGIN GRADE
EL = 231.48
STA. 17+45.00
END GRADE
223.0'
WSE 9/9/14
CLASS II RIP RAP (TYP.)
1.
5
:
1
1.5
:1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1100
= 25
= 229.7
= 1400
= 100
= 230.25
= 1800
= 500+
= 231.3
= 9/9/2014
= 223.0
140 C.Y. TOTAL
EXCAVATE TO APPROX. ELEV. = 225.8'
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
C
C
C
C
CC
220
220
2
2
0
2
2
0
2
2
5
2
2
5
225
2
2
5
225
225
225
230
230
230230
230
230
230
230
230
230
2
3
0
235
235
2
4
0
2
4
0
T
T
EXISTI
N
G
R/
W
EXISTIN
G
R/
W
6
0
.0
0
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
1L
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
1L
RANDALL HOBBS
MB 8 PG 283
DB 9-O PG 531
3L
TIMOTHY JOHNSON
MB 8 PG 283
DB 533 PG 322
2L
G
U
M S WA
M P CR EEK
P
T
S
t
a
. 14
+
9
6
.5
4
P
C
S
t
a
. 15
+
4
5
.9
3
P
T
S
t
a
.
17
+
18
.
8
5
SR 1001 (MARSTON RD)
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
HC
HC
HC HC HC
HC HC HC HC
HCHC
TS TS TS TS
TS TS TS TS
TS TS TS TS
TSTSTSTSTSTSTS
TS TS TS TS TS TS
TSTSTSTSTSTS
TS TS TS TS
TSTSTSTS
TS TS TS
TSTSTS
TS TS
TSTSTS
HC
HC
HC
HC
HC
HC
HC
HC HC HC
HCHCHC
E EE HC
E E
E
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
4
/
2
4
/
2
0
15
R
:
\
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
\
P
r
m
S
H
T
\
8
2
0
0
0
6
_
H
y
d
_
P
r
m
_
p
s
h
0
4
A
.
d
g
n
m
a
b
d
e
l
a
z
i
z
BRIDGE #820006
SMITH-ROWE, LLC
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
17BP.8.R.58
214
218
222
226
230
234
238
242
246
214
218
222
226
230
234
238
242
246
15 16 17 181413
NAD 83 / 2011
Scale : 40
SITE 1
SEE FIGURE
SITE 1
0'40'40'
GRAPHIC SCALE
4A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SW IMPACTS
TEMPORARY
CLEARING
HAND
AREA (AC)LENGTH (FT)
0.06
0.03
91
-
WETLAND & STREAM PERMIT IMPACT
0.01 -IN WETLAND
EXCAVATION
CLEARING
DENOTES HANDHCHC
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
LEGEND
IN WETLAND
DENOTES EXCAVATIONEE
of3 6
Permit Drawing
Sheet
STA. 15+88.89
END BRIDGESTA. 14+68.80
BEGIN BRIDGE
PI = 14+00.00
EL = 232.17'
(-
)5.6
3
4
3%
(-)0.3293%
VC = 180'
K = 34 PI = 16+88.00
EL = 231.22'
(-)0.3293%(+)0.4548%
VC = 114'
K = 145
DS = 25 MPH
DS = 60 MPH
E
X
IS
T
(-
)5.
9
73
6%
EXIST (+)0.9257%
PROPOSED GRADE
TO BE REMOVED
EXISTING BRIDGE
EXISTING GROUND
EL = 237.24
STA. 13+10.00
BEGIN GRADE
EL = 231.48
STA. 17+45.00
END GRADE
223.0'
WSE 9/9/14
CLASS II RIP RAP (TYP.)
1.
5
:
1
1.5
:1
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1100
= 25
= 229.7
= 1400
= 100
= 230.25
= 1800
= 500+
= 231.3
= 9/9/2014
= 223.0
140 C.Y. TOTAL
EXCAVATE TO APPROX. ELEV. = 225.8'
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
C
C
C
C
CC
T
1L
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
ROBERT & ELIZABETH MCDONALD
DB 634 PG 205
1L
2L
TIMOTHY JOHNSON
MB 8 PG 283
DB 533 PG 322
3L
RANDALL HOBBS
MB 8 PG 283
DB 9-O PG 531
G
U
M S WA
M P CRE EK
15
+
0
0
16
+
0
0
(MARSTON RD)SR 1001
HC HC HC HC HC
HC HC HC HC
HCHC
TS TS TS TS
TS TS TS TS
TS TS TS TS
TSTSTSTSTSTSTS
TS TS TS TS TS TS
TSTSTSTSTSTS
TS TS TS TS
TSTSTSTS
TS TS TS
TSTSTS
TS TS
TSTSTS
HC
HC
HC
HC
HC
HC
HCHC
HC HC
HC
HC
HC
HC HC
HC HC
HC
HC
HCHCHCHC
HC
HC
E
E
EE
E
HC
E
E
E
E
E
E
SCALE 1"=20'
SITE 1
DIVISION OF HIGHWAYS
4/24/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.8.R.58
SCOTLAND COUNTY
0'20'20'
GRAPHIC SCALE
(MARSTON ROAD)
ON SR 1001
GUM SWAMP CREEK
BRIDGE 006 OVER
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
HAND CLEARING
of4 6
Permit Drawing
Sheet
HAND CLEARINGHAND CLEARING
HAND CLEARING
SW IMPACTS
TEMPORARY
CLEARING
HAND
AREA (AC)LENGTH (FT)
0.06
0.03
91
-
WETLAND & STREAM PERMIT IMPACT
0.01 -
IN WETLAND
EXCAVATION
CLEARING
DENOTES HANDHCHC
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
LEGEND
IN WETLAND
DENOTES EXCAVATIONEE
IN WETLAND
EXCAVATION
IN WETLAND
EXCAVATION
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
PROPERTY OWNERS
MCDONALD
ROBERT & ELIZABETH
DIVISION OF HIGHWAYS
4/24/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.8.R.58
SCOTLAND COUNTY
(MARSTON ROAD)
ON SR 1001
GUM SWAMP CREEK
BRIDGE 006 OVER
ROCKINGHAM, NC 28379
351 GRAHAM BRIDGE ROAD
of5 6
Permit Drawing
Sheet
1L
2L
3L
TIMOTHY JOHNSON
RANDALL HOBBS
LAUREL HILL, NC 28351
23500 MARSTON ROAD
LAUREL HILL, NC 28351
24081 CLIFF GIBSON ROAD
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 -L- 14+50 to 16+26 120' - Three Span 0.01 0.03 0.06 91
Cored Slab Bridge
TOTALS:0.01 0.03 0.06 91
ATN Revised 3/31/05 SHEET 6 OF 6
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
4/24/2015
SCOTLAND COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.8.R.58