20150363 Ver 1_Application_20150416

Cottonville
R
ive
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SR
(19
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G
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Fe
rry
Rd

SR (1942)
Aldridge Rd SR (
1935)
Pl
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(
1
9
4
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)
O
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D
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SR (1944)Molly Rd
Burns
Rd SR (1937)
Hardy Rd
BEGIN PROJECT
END PROJECT
S
R (1943)
Old
Davis
Rd
R
ocky R
iver
yt
nuoC ylnatS
yt
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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
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MEN
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TRAN SPORTA
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N
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A TE OF NORT
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CAR
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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
2010
55
DETOUR
Division Bridge Manager
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.51
17BP.10.R.51
270
2025 740
P
R
O
J
E
C
T

W
B
S
:

17
B
P
.
10
.
R
.
5
1
LOCAL
FUNC. CLASSIFICATION:
-L- STA. 11+50.00
BEGIN PROJECT WBS 17BP.10.R.51
SR 1943 (OLD DAVIS ROAD)
NOVEMBER 6, 2014
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
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0
14
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
C
O
N
T
R
A
C
T
:
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
-L- STA. 14+50.00
END PROJECT WBS 17BP.10.R.51
-L-
APRIL 15, 2015
STANLY COUNTY
ON SR 1943 (OLD DAVIS RD.)
LOCATION: BRIDGE #062 OVER COOPERS CREEK (TRIB. OF ROCKY RIVER)
MAAMOON K. ABDELAZIZ
-L- STA. 12+77.45
BEGIN CULVERT
-L- STA. 13+07.45
END CULVERT
COOPERS CREEK
GARLAND HAYWOOD, PE
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.51 = 0.057 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.51 = 0.006 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.51 = 0.051 MILES
NORTH CAROLINA

TO SR 1942 TO SR 1980
17BP.10.R.51 /R W & UTILITIES
Scale : 80
STREAM IMPACTS
ofSheet
Permit Drawing

SITE 1
FIGURE
SEE
SITE 1

N
A
D 83 / 2011
C
O
O
P
E
R
S
C
R
E
E
K
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
TODDREY R CURLEY
DB 1324 PG 791
JERRY W FEE
DB 1434 PG 850
JULIAN W LEE
DB 1042 PG 535
MARCUS J HARWARD
DB 862 PG 16
TERRY JAMES RAGSDALE
DB 330 PG 108
COOPERS CREEK4
0
.
0
0
'
4
0
.
0
0
'
1
3
5
2
4
P
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T

S
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a
. 10
+
4
0
.0
0
P
O
T

S
t
a
. 15
+
8
0
.0
0
-L-
SR 1943
OLD DAVIS ROAD
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
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
TS
TS
TS
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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12+50
260
265
270
275
280
285
290
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.51
290
285
280
275
270
265
260
14+00 14+50 15+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
16+00
N
A
D 83 / 2011
Scale : 40
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing

SITE 1
FIGURE
SEE SITE 1
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TSTS
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
850.03SW IMPACTS
TEMPORARY
DS = 30 MPH
EL = 278.90'
-L- STA 11+50.00
LOW POINT
EL = 277.05'
-L- STA 12+73.64
PROPOSED GRADE
-L- STA 12+77.45
BEGIN CULVERT
-L- STA 13+07.45
END CULVERT
EXISTING GROUND
EL = 280.81'
-L- STA 14+50.00
BEGIN PROJECT 17BP.10.R.51 END PROJECT 17BP.10.R.51
PI = 13+00.00
EL = 274.42'
(-)2
.9867%(+)4.2600%
VC = 300'
K = 41
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
CULVERT HYDRAULIC DATA
= 1000
= 25
= 272.9
= 1407
= 100
= 274.32
= >2000
= >500
= 277.1
*
BL-3
BL-2
BL-1
TO BE REMOVED
EXIST BRIDGE
STRUCTURE EXCAVATION (TOTAL BOTH SIDES)
ESTIMATED 115 C. Y. UNCLASSIFIED
30'X7' THREE-SIDED CULVERT
*NOTE:
APPROVED FOR THIS VERTICAL CURVE.
A DESIGN EXCEPTION DATED 10/14/2014 HAS BEEN
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
264
265
266
2
6
7
2
6
7 268268
2
6
8
268 269
2
6
9
2
6
9
2
6
9
269
270
2
7
0
270
270
2
7
0
270
270
2
7
0
270
271
2
7
1
2
7
1
2
7
1
272
272
2
7
2
2
7
2
272
273
273
2
7
3
273
273
273
2
7
3
274
2
7
4
2
7
4
274
274
274
2
7
4
275
275
2
7
5
275
2
7
5
275
275
2
7
5
275
2
7
5
275
275
275
276
2
7
6
2
7
6
276
276
2
7
7
277
277
2
7
7
277
2
7
8
278
278
278
278
2
7
8
279
2
7
9
2
7
9
279279
280
2
8
0
2
8
0
2
8
0
280
280
280
280
280
2
8
1
281
2
8
1
2
8
2
282
2
8
2
2
8
3
283
283
283
2
8
3
284
284
284
284
285
285
285
2
8
5
2
8
5 285
2
8
5
285
286
286
286
2
8
6
287
287
2
8
7
288
288
289
289
2
9
0
290
290
290
291
291
291
292 292293
2
93
294
294
295
295
2
9
5
295
296
2
9
6
297
298
298
299
299
3
0
1
C
O
O
P
E
R
S
C
R
E
E
K
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
TODDREY R CURLEY
DB 1324 PG 791
JERRY W FEE
DB 1434 PG 850
JULIAN W LEE
DB 1042 PG 535
MARCUS J HARWARD
DB 862 PG 16
TERRY JAMES RAGSDALE
DB 330 PG 108
COOPERS CREEK4
0
.
0
0
'
4
0
.
0
0
'
1
3
5
2
4
P
O
T

S
t
a
. 10
+
4
0
.0
0
P
O
T

S
t
a
. 15
+
8
0
.0
0
-L-
SR 1943
OLD DAVIS ROAD
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
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
TS
TS
TS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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0
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12+50
260
265
270
275
280
285
290
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.51
290
285
280
275
270
265
260
14+00 14+50 15+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
16+00
N
A
D 83 / 2011
Scale : 40
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing

SITE 1
FIGURE
SEE SITE 1
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TSTS
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
850.03SW IMPACTS
TEMPORARY
4A
DS = 30 MPH
EL = 278.90'
-L- STA 11+50.00
LOW POINT
EL = 277.05'
-L- STA 12+73.64
PROPOSED GRADE
-L- STA 12+77.45
BEGIN CULVERT
-L- STA 13+07.45
END CULVERT
EXISTING GROUND
EL = 280.81'
-L- STA 14+50.00
BEGIN PROJECT 17BP.10.R.51 END PROJECT 17BP.10.R.51
PI = 13+00.00
EL = 274.42'
(-)2
.9867%(+)4.2600%
VC = 300'
K = 41
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
CULVERT HYDRAULIC DATA
= 1000
= 25
= 272.9
= 1407
= 100
= 274.32
= >2000
= >500
= 277.1
*
BL-3
BL-2
BL-1
TO BE REMOVED
EXIST BRIDGE
STRUCTURE EXCAVATION (TOTAL BOTH SIDES)
ESTIMATED 115 C. Y. UNCLASSIFIED
30'X7' THREE-SIDED CULVERT
*NOTE:
APPROVED FOR THIS VERTICAL CURVE.
A DESIGN EXCEPTION DATED 10/14/2014 HAS BEEN
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
SCALE 1"=20'
SITE 1
GRAPHIC SCALE
0'20'20'
ofSheet
Permit Drawing

IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
TSTS
DIVISION OF HIGHWAYS
12/8/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.51
STANLY COUNTY
(OLD DAVIS ROAD)
ON SR 1943
TRIB. OF ROCKY RIVER
COOPERS CREEK
BRIDGE 062 OVER
STREAM PERMIT IMPACT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.03 85
N
A
D 83 / 2011
TODDREY R CURLEY
DB 1324 PG 791
JERRY W FEE
DB 1434 PG 850
MARCUS J HARWARD
DB 862 PG 16TERRY JAMES RAGSDALE
DB 330 PG 108
COOPERS CREEK
C
O
O
P
E
R
S
C
R
E
E
K
3
4
2
1
SR 1943
OLD DAVIS ROAD
-L-
13
+
0
0
TS
TSTS
TS
TS
TS
TS
TSTS
TS TS
TS
TS
TS
TS
TS TSTS
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
TS
TS TS TS
TS TS TS
TS TS TS
TS TS
TS TS
TS TS
TS
TS
TS
F
F
F
F
F
F
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
1
2
SCALE 1"=10'
DIVISION OF HIGHWAYS
12/8/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.51
PROPERTY OWNERS
TODDREY R CURLEY
STANLY COUNTY
(OLD DAVIS ROAD)
ON SR 1943
TRIB. OF ROCKY RIVER
COOPERS CREEK
BRIDGE 062 OVER
3
4
5
TERRY JAMES RAGSDALE
JERRY W FEE
MARCUS J HARWARD
JULIAN W LEE
NORWOOD, NC 28128
OLD DAVIS ROAD
NORWOOD, NC 28128
3070 OLD DAVIS ROAD
NORWOOD, NC 28128
4109 OLD DAVIS ROAD
NORWOOD, NC 28128
OLD DAVIS ROAD
NORWOOD, NC 28128
OLD DAVIS 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- 12+77 to 13+07 30' X 7' Three-Sided 0.03 85
Culvert
TOTALS:0.03 85
ATN Revised 3/31/05 SHEET
STANLY COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.51
12/8/2014
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS