20150364 Ver 1_Application_20150416

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SR (1603)Thomas Rd
SR (1703)Ferry RdStanback
SR (1604)Bennett Martin Rd
Highway 742
State
High
way 742
State
C
reek
R
ichardson
CreekBranchBig
Logging RoadPine
S
R

(
14
5
9
)
B
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Ro
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Rd
SR (1706)
Gleace Rd
SR (1460)
Ross Road
Blonnie
SR 1608Burnsville Church Rd
S
R
1
4
5
4
P
o
plin
R
d
END PROJECT
BEGIN 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
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MEN
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TRAN SPORTA
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N
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A TE OF NORT
H
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
2011
45
DETOUR
Division Bridge Manager
MAAMOON K. ABDELAZIZ
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.55
17BP.10.R.55
220
2025 440
P
R
O
J
E
C
T

W
B
S
:

1
7
B
P
.
10
.
R
.
5
5
LOCAL
FUNC. CLASSIFICATION:
-L- STA. 11+00.00
BEGIN PROJECT WBS 17BP.10.R.55
NOVEMBER 6, 2014
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
m
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2
0
15
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+45.00
END PROJECT WBS 17BP.10.R.55
APRIL 15, 2015
ANSON COUNTY
LOCATION: BRIDGE #201 OVER
ON SR 1600 (ROCKY MOUNT CHURCH RD.)
SR 1600 (ROCKY MOUNT CHURCH ROAD)
-L-
-L- STA. 12+22.50
BEGIN BRIDGE
-L- STA. 12+85.50
END BRIDGE
GARLAND HAYWOOD, PE
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.55 = 0.065 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.55 = 0.010 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.55 = 0.055 MILES
NORTH CAROLINA

TO SR 1607 TO SR 1608
17BP.10.R.55 /R W / UTILITIES
Scale : 80
STREAM IMPACTS
ofSheet
Permit Drawing

SITE 1
SITE 1
FIGURE
SEE
NAD
83
NSRS
2007

EXISTING PEE DEE ELECTRIC EASEMENT LINE
EXISTING PEE DEE ELECTRIC EASEMENT LINE
T
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N.B.BLACK
HEIRS OF
DB 190 PG 548
JACK TURNER
DB 75 PG 549
N.B.BLACK
HEIRS OF
DB 190 PG 548
JACK TURNER
DB 75 PG 549
JOANNA E. DAVIS
ROGER A. DAVIS, JR
DB 935 PG 90
4
0
.
0
0
'
4
0
.
0
0
'
1
2
2
3
1
-L-
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
10
+
0
0
P
O
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S
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a
. 9
+
3
5
.0
0
P
C

S
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+
5
3
.8
4
P
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S
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14
+
4
5
.6
1
P
O
T

S
t
a
. 15
+
2
8
.0
0
SR 1600
ROCKY MOUNT CHURCH RD.
TS TS TS
S TS
TSTS
S TS TS
TSTSTS
TS TS TS
TSTSTSTS
TS TS TS
TS TS S
TS TS S
TS TS TS
S
TS TS TS
TS
S
S
S
SS
TS
TS
TS
TS
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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15
12+50
285
290
295
300
305
310
315
13+00 13+50
NAD
83
NSRS
2007
10+50 11+00 11+50 12+00
17BP.10.R.55
315
310
305
300
295
290
285
14+00 14+50 15+0010+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
Scale : 40
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
SITE 1
SITE 1
FIGURE
SEE
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)
< 0.01
0.03
51
70
BEGIN PROJECT WBS 17BP.10.R.55
EL = 302.26'
-L- STA 11+00.00
EL = 307.68'
-L- STA 14+45.00
END PROJECT WBS 17BP.10.R.55
DS = 25 MPH
PI = 13+65.00
EL = 302.25'
(+)0.5081%
(+)6.6500%
VC = 160'
K = 26
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
= 800
= 25
= 296.2
= 1100
= 100
= 297.0
= 1600
= >500
= >301.5
BL-1
*
E
L

=

2
9
9
.4
5
'
P
I

=

11+
5
0
.0
0

R
T
*NOTE:
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES.
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
DESIGN SPEED SHOWN FOR VERTICAL CURVES
DS = 30 MPH
PI = 11+80.00
EL = 301.31'
(-)1.1875%(+)0.5081%
VC = 75'
K = 44
-L- STA 12+85.50
END BRIDGE
-L- STA 12+22.50
BEGIN BRIDGE
LOW POINT
ELEV. 301.44'
STA. 11+95.03
*
BL-2
(TOTAL BOTH SIDES)
STRUCTURE EXCAVATION
ESTIMATED 270 CY UNCLASSIFIED
(-)1.6974%
E
L

=

2
9
8
.2
2
'
P
I
=

12
+
2
6
.0
0

R
T
TO BE REMOVED
EXIST BRIDGE
PROPOSED GRS WALL
ROCK LINE
AGGREGATE BASE
F
F
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
CC
F
F
2
9
0
2
9
0
2
9
1
2
9
1
2
9
1
2
9
1
2
9
2
2
9
2
2
9
2
2
9
3
293
293
293
293
293
2
9
4
2
9
4
294 2
9
4
2
9
4
295
2
9
5
295
2
9
5
295
295
295 295
295
295
2
9
5
2
9
5
296
2
9
6
296
296
2
9
6
2
9
6
2
9
6
2
9
6
2
9
6
2
9
7
297
297
2
9
7
2
9
7
297
297
297
298
298
298
298
298
2
9
8
299
299
299
299
2
9
9
300
300
3
0
0
300
300
300
3
0
0
300
3
0
0
3
0
0
300
301
301
301
301
301
301
3
0
1
302
302
3
0
2
3
0
2
302
3
0
2
303
303
303
303
303
304
304
304
3
0
4
305
305
305
305
305
305
305
305
306
3
0
6
3
0
6
3
0
6
307
30
7
307
3
0
7
308
308
3
0
8
3
0
8
309
3
0
9
309 309310
310
310
310
310
310
3
1
1
311
311
3
11
312
312
312
3
13
313
3
1
3
313
314
314
3
14 314
315
315
3
1
5
315
315
315
3
16
316
3
1
6
316
317
3
1
7
3
1
7
317
3
18
318
319
319
3
2
0
320
320
3
20
3
2
0
321
321
3
2
2
3
2
2
3
2
2
323
324
325
325
327
3
3
0
EXISTING PEE DEE ELECTRIC EASEMENT LINE
EXISTING PEE DEE ELECTRIC EASEMENT LINE
T
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
N.B.BLACK
HEIRS OF
DB 190 PG 548
JACK TURNER
DB 75 PG 549
N.B.BLACK
HEIRS OF
DB 190 PG 548
JACK TURNER
DB 75 PG 549
JOANNA E. DAVIS
ROGER A. DAVIS, JR
DB 935 PG 90
4
0
.
0
0
'
4
0
.
0
0
'
1
2
2
3
1
-L-
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
10
+
0
0
P
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S
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3
5
.0
0
P
C

S
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4
P
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S
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14
+
4
5
.6
1
P
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S
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a
. 15
+
2
8
.0
0
SR 1600
ROCKY MOUNT CHURCH RD.
TS TS TS
S TS
TSTS
S TS TS
TSTSTS
TS TS TS
TSTSTSTS
TS TS TS
TS TS S
TS TS S
TS TS TS
S
TS TS TS
TS
S
S
S
SS
TS
TS
TS
TS
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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15
12+50
285
290
295
300
305
310
315
13+00 13+50
NAD
83
NSRS
2007
10+50 11+00 11+50 12+00
17BP.10.R.55
315
310
305
300
295
290
285
14+00 14+50 15+0010+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
Scale : 40
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
SITE 1
SITE 1
FIGURE
SEE
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)
< 0.01
0.03
51
70
BEGIN PROJECT WBS 17BP.10.R.55
EL = 302.26'
-L- STA 11+00.00
EL = 307.68'
-L- STA 14+45.00
END PROJECT WBS 17BP.10.R.55
DS = 25 MPH
PI = 13+65.00
EL = 302.25'
(+)0.5081%
(+)6.6500%
VC = 160'
K = 26
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
= 800
= 25
= 296.2
= 1100
= 100
= 297.0
= 1600
= >500
= >301.5
BL-1
*
E
L

=

2
9
9
.4
5
'
P
I

=

11+
5
0
.0
0

R
T
*NOTE:
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES.
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
DESIGN SPEED SHOWN FOR VERTICAL CURVES
DS = 30 MPH
PI = 11+80.00
EL = 301.31'
(-)1.1875%(+)0.5081%
VC = 75'
K = 44
-L- STA 12+85.50
END BRIDGE
-L- STA 12+22.50
BEGIN BRIDGE
LOW POINT
ELEV. 301.44'
STA. 11+95.03
*
BL-2
(TOTAL BOTH SIDES)
STRUCTURE EXCAVATION
ESTIMATED 270 CY UNCLASSIFIED
(-)1.6974%
E
L

=

2
9
8
.2
2
'
P
I
=

12
+
2
6
.0
0

R
T
TO BE REMOVED
EXIST BRIDGE
PROPOSED GRS WALL
ROCK LINE
AGGREGATE BASE
F
F
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
CC
F
F
T
JACK TURNER
DB 75 PG 549
N.B.BLACK
HEIRS OF
DB 190 PG 548
JOANNA E. DAVIS
ROGER A. DAVIS, JR
DB 935 PG 90
JACK TURNER
DB 75 PG 549
N.B.BLACK
HEIRS OF
DB 190 PG 548
2
1
1 3
2
1
12
+
0
0
13
+
0
0
-L-
SR 1600
CHURCH RD.
ROCKY MOUNT
TS TS TS
S
TS
TSTS
S TS TS
TSTSTS
TS TS TS
TSTSTSTS
TS TS TS
TS TS STS
TS
S
TS TS
TS
S
TS
TS TS
TS
S
S
S
SS
TS
TS
TS
TS
S
S
S
TS
TSTSTS
TS TS TS
TSTS
TS
TSTSTSTS
S
S
S
TS TS TS
TS TS
TS
TSTSTS
SCALE 1"=20'
SITE 1
GRAPHIC SCALE
0'20'20'
ofSheet
Permit Drawing

IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
DIVISION OF HIGHWAYS
2/6/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.55
ANSON COUNTY
(ROCKY MOUNT CHURCH ROAD)
ON SR 1600
BRIDGE 201 OVER
NAD
83
NSRS
2007
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
< 0.01
0.03
51
70
F
F
C
C
C
C
C
C
CC
F
F
F
C
C
C
C
F
F
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
1
2
SCALE 1"=10'
DIVISION OF HIGHWAYS
2/6/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.55
PROPERTY OWNERS
ANSON COUNTY
(ROCKY MOUNT CHURCH ROAD)
ON SR 1600
BRIDGE 201 OVER
2
HEIRS OF N.B. BLACK
JACK TURNER
JOANNA E. DAVIS
ROGER A. DAVIS, JR
POLKTON, NC 28135
ROCKY MOUNT CHURCH ROAD
POLKTON, NC 28135
700 ROCKY MOUNT CHURCH ROAD
POLKTON, NC 28135
1981 BURNSVILLE CHURCH 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+22 to 12+85 60' Cored Slab Bridge < 0.01 0.03 51 70
with GRS
TOTALS:0.01 0.03 51 70
ATN Revised 3/31/05 SHEET
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
ANSON COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.55
2/6/2015