20141131 Ver 1_Application_20141028

SR (1715)Bunn Simpson Rd
SR (17
16)
Holly Sch
ool Rd
SR (1717)Sandy Smith Rd
SR (1006)Olive Branch Rd
SR (1714)
B
urnsville R
d
S
R (1710)
Pleasant
Hill
Church
Rd
SR (17
13)
Jerusale
m
Ch
urch Rd
S
R (
1
7
1
9)
Mars
h
ville-
Oliv
e
Bra
n
c
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R
d
218
C
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e
e
k
G
o
u
r
d
v
i
n
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Creek
Gourdvine
BEGIN PROJECT
END PROJECT
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
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T
MEN
T
O
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TRAN SPORTA
T
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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:

VICINITY MAP
N.T.S.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
40
P.E.
40
NCDOT CONTACT:
PROJECT LENGTH
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
N/A
=ADT
DESIGN DATA
6%
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
4
2012
35
DETOUR P
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E
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P
L
A
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S
Division Bridge Manager
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.74
17BP.10.R.74
2025
P
R
O
J
E
C
T

W
B
S
:

17
B
P
.
10
.
R
.
7
4
LOCAL
FUNC. CLASSIFICATION:
-L- STA. 12+20.00
BEGIN PROJECT WBS 17BP.10.R.74
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
m
a
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/
14
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2
0
14
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
C
O
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C
T
:
-L- STA. 15+55.00
END PROJECT WBS 17BP.10.R.74
UNION COUNTY
LOCATION: BRIDGE #342 OVER GOURDVINE CREEK
ON SR 1715 (BUNN SIMPSON RD.)
-L-
SR 1715 (BUNN SIMPSON ROAD)
-L- STA. 13+65.00
BEGIN BRIDGE
-L- STA. 14+50.00
END BRIDGE
GARLAND HAYWOOD, PE
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.74 = 0.063 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.74 = 0.016 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.74 = 0.047 MILES
1,400
2,800
MAAMOON K ABDELAZIZ
JULY 15, 2014
SEPTEMBER 17, 2014
STREAM IMPACTS
SITE 1
C
REEK
G
O
U
RD
VIN
E
ofSheet
Permit Drawing

NORTH CAROLINA

TO
SR
17
16
TO SR 1710
Scale : 80

N
SRS 2
0
0
7
N
AD
8
3
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
:\
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/
14
/
2
0
14
14+00
365
370
375
380
385
390
395
14+50 15+0012+00 12+50 13+00 13+50
17BP.10.R.74
395
390
385
380
375
370
365
15+50 16+00 16+5011+50 17+00
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
N
AD 8
3
N
SRS 2
0
0
7
SITE 1
FIGURE
SEE
SITE 1
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.04
0.01
69
47
-L
-
P
O
T

S
t
a
. 17
+
0
0
.0
0P
T

S
t
a
. 13
+
9
0
.4
2
P
OC S
ta. 11+
5
0
.0
0
S
R

17
15
B
U
N
N

S
IM
P
S
O
N

R
O
A
D
Scale : 40
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PI = 13+20.00
EL = 384.73'
(-)4
.5
7
0
0%
VC = 50'
K = 10
PI = 15+15.00
EL = 385.48'
(+)0.3846%(+)4.1250%
VC = 65'
K = 17
DS = 15 MPH DS = 20 MPH
1.
5
:
1 1.5
:1
-L- STA 13+65.49
BEGIN BRIDGE
-L- STA 14+50.50
END BRIDGE
EXISTING GROUND
PROPOSED GRADE
BEGIN PROJECT WBS 17BP.10.R.74
EL = 389.30
-L- STA 12+20.00
EL = 387.13'
-L- STA 15+55.00
END PROJECT WBS 17BP.10.R.74
LOW POINT
ELEV. 384.82'
STA. 13+41.12
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES
SIDES)
EXCAVATION (TOTAL BOTH
UNCLASSIFIED STRUCTURE
ESTIMATED 400 C.Y.
BL-1
BL-2
BL-3
TO BE REMOVED
EXIST BRIDGE
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
= 2000
= 25
= 378.0
= 2898
= 100
= 379.33
= >3800
= >500
= 384.9
T
G
A
T
E
4'
5S
B
W
EXISTING R/W
BL-1
GOUR
DVINE
CR
E
E
K
EXISTING R/W
E
X
I
S
T
I
N
G
R/
W
E
X
I
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T
I
N
G
R/
W
4
0
.
0
0
'
4
0
.0
0
'
DORIS SUE THOMAS FULLWOOD
DB 1053 PG 105
DB 6201 PG 386
MELISSA THOMAS YORK
THOMAS VINSON YORK
SHARON AUSTIN LITTLE
RODNEY LEN AUSTIN
DB 283 PG 533
SANDRA O. MEDLIN
DB 6226 PG 201
1
4
3
2
15
+
0
0
16
+
0
0
14
+
0
0
13
+
0
0
12
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
TS TS
TS TS
TS
TS
TS
TS
TS TS
TSTSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS TS TSTS
TSTS
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
TS
TSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
S
F
F
F
F
C
F
F
F
C
F
F
F
C
C
C
C
C
F
F
F
C
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
:\
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Scale : 20
14+00
365
370
375
380
385
390
395
14+50 15+0012+00 12+50 13+00 13+50
17BP.10.R.74
395
390
385
380
375
370
365
15+50 16+00 16+5011+50 17+00
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
N
AD 8
3
N
SRS 2
0
0
7
SITE 1
FIGURE
SEE
SITE 1
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
.04
.01
69
47
-L
-
P
O
T

S
t
a
. 17
+
0
0
.0
0P
T

S
t
a
. 13
+
9
0
.4
2
P
OC S
ta. 11+
5
0
.0
0
S
R

17
15
B
U
N
N

S
IM
P
S
O
N

R
OA
D
4A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PI = 13+20.00
EL = 384.73'
(-)4
.5
7
0
0%
VC = 50'
K = 10
PI = 15+15.00
EL = 385.48'
(+)0.3846%(+)4.1250%
VC = 65'
K = 17
DS = 15 MPH DS = 20 MPH
1.
5
:
1 1.5
:1
-L- STA 13+65.49
BEGIN BRIDGE
-L- STA 14+50.50
END BRIDGE
EXISTING GROUND
PROPOSED GRADE
BEGIN PROJECT WBS 17BP.10.R.74
EL = 389.30
-L- STA 12+20.00
EL = 387.13'
-L- STA 15+55.00
END PROJECT WBS 17BP.10.R.74
LOW POINT
ELEV. 384.82'
STA. 13+41.12
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES
SIDES)
EXCAVATION (TOTAL BOTH
UNCLASSIFIED STRUCTURE
ESTIMATED 400 C.Y.
BL-1
BL-2
BL-3
TO BE REMOVED
EXIST BRIDGE
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
= 2000
= 25
= 378.0
= 2898
= 100
= 379.33
= >3800
= >500
= 384.9
3
6
8
370
3
7
0
3
7
0
3
7
0
3
7
2
3
7
2
3
7
4
374
3
7
6
376
376
3
7
6
3
7
6
378
3
7
8
3
7
8
378
38
0
3
8
0
380
3 8 0
380
380
3
8
0
380
382
3
8
2
382
382
3
8
4
384
3
8
4
384
384
384
3
8
6
386
386
3
8
6
3
8
8
388
3
8
8
3
8
8
388
3
9
0
3 9 0
390
390
3
9
0
390
3
9
0
3
9
2
3
9
2
3
9
2
3
9
2
394
394
396
396
396
3
9
8
398
398
4
0
0
400
4
0
0
400
400
400
402
402
404406
408
410
410
412
414
T
G
A
T
E
4'
5S
B
W
EXISTING R/W
BL-1
GOUR
DVINE
CR
E
E
K
EXISTING R/W
E
X
I
S
T
I
N
G
R/
W
E
X
I
S
T
I
N
G
R/
W
4
0
.
0
0
'
4
0
.0
0
'
DORIS SUE THOMAS FULLWOOD
DB 1053 PG 105
DB 6201 PG 386
MELISSA THOMAS YORK
THOMAS VINSON YORK
SHARON AUSTIN LITTLE
RODNEY LEN AUSTIN
DB 283 PG 533
SANDRA O. MEDLIN
DB 6226 PG 201
+50.00 +50.00
20.00', 48.00'
+50.00
20.00', 43.00'
+55.00
+50.00
42.00', 48.00'
19.69'
+20.00
48.00'
20.29'
+75.00
43.00'
1
4
3
2
15
+
0
0
16
+
0
0
14
+
0
0
13
+
0
0
12
+
0
0
DAOR NOSPMIS
NNUB
-L-
S
S
S
S
S
S
S
S
S
S
S
S
S
TS TS
TS TS
TS
TS
TS
TS
TS TS
TSTSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS TS TSTS
TSTS
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
TS
TSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
S
T
DORIS SUE THOMAS FULLWOOD
DB 1053 PG 105
SANDRA O. MEDLIN
DB 6226 PG 201
DB 6201 PG 386
MELISSA THOMAS YORK
THOMAS VINSON YORK
SHARON AUSTIN LITTLE
RODNEY LEN AUSTIN
DB 283 PG 533
GOUR
DVINE
CR
E
E
K
G
O
U
R
D
V
I
N
E

C
R
E
E
K
2
3
1
4
DAOR NOSPMIS NNUB
-L-
14
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
TS
TS
TS
TS
TS TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS TSTSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
TSTS
TS
TS
TSTS
TS
TS
TS
TS
TS
TS
TSTS
SITE 1
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S
TS
S
TS
ofSheet
Permit Drawing

N
AD
8
3
N
SRS 2
0
0
7
DIVISION OF HIGHWAYS
NCDOT
10/14/2014
UNION COUNTY
PROJECT: 17BP.10.R.74
#
SHEET 1 OF 1GRAPHIC SCALE
0'10'10'
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.04
0.01
69
47
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
(BUNN SIMPSON ROAD)
ON SR 1715
GOURDVINE CREEK
BRIDGE 342 OVER
SCALE 1"=20'
IN SURFACE WATER
PERMANENT IMPACTS
PROPERTY OWNERS
PARCEL NO.NAMES ADDRESS
10/14/2014SHEET 1 OF 1
1
2
3
SCALE 1"=10'
MARSHVILLE, NC 28103
5901 BUNN SIMPSON ROAD
MARSHVILLE, NC 28103
6207 BUNN SIMPSON ROAD
MARSHVILLE, NC 28103
BUNN SIMPSON ROAD
MARSHVILLE, NC 28103
BUNN SIMPSON ROAD
4
SANDRA O. MEDLIN
NAMES AND ADDRESSES
DIVISION OF HIGHWAYS
NCDOT
UNION COUNTY
PROJECT: 17BP.10.R.74
#
(BUNN SIMPSON ROAD)
ON SR 1715
GOURDVINE CREEK
BRIDGE 342 OVER
MELISSA THOMAS YORK
THOMAS VINSON YORK
SHARON AUSTIN LITTLE
RODNEY LEN AUSTIN
DORIS SUE THOMAS FULLWOOD
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- 12+98 to 13+26 0.01 0.04 47 69
TOTALS:0.01 0.04 47 69
ATN Revised 3/31/05 SHEET
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
85' (33" Box Beam);
w/4' End Bent Caps
UNION COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.74
10/24/2014