20141135 Ver 1_Application_20141029

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SR 1710
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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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A TE OF NORT
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1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:

Scale : 40
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
See Sheet 1-B For Standard Symbology Sheet
See Sheet 1-A For Index of Sheets
6%
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
4
2011
45
DETOUR P
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P
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Division Bridge Manager
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.69
17BP.10.R.69
130
2025 260
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17
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LOCAL
FUNC. CLASSIFICATION:
-L- STA. 11+20.00
BEGIN PROJECT WBS 17BP.10.R.69
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
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900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
C
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:
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
-L- STA. 14+00.00
END PROJECT WBS 17BP.10.R.69
LOCATION: BRIDGE #016 OVER BRANCH CEDAR CREEK
ANSON COUNTY
ON SR 1711 (COX RD.)
TO SR 1649
-L-
JOSEPH B. BOULOS, EIGARLAND HAYWOOD, PE
C
ED
A
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C
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E
K
SR 1711 (COX ROAD)
-L- STA. 12+45.00
BEGIN CULVERT
-L- STA. 12+70.00
END CULVERT
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.69 = 0.053 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.69 = 0.005 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.69 = 0.048 MILES
TO SR 1728
JULY 15, 2014
DECEMBER 17, 2014

NORTH CAROLINA

ANSON COUNTY
SITE LOCATION
STREAM IMPACTS
SITE 1
FIGURE
SEE
SITE 1
ofSheet
Permit Drawing

NSRS 2007
NAD 83
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
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Scale : 20
12+50
265
270
275
280
285
290
295
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.69
295
290
285
280
275
270
265
14+00 14+50 15+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
NAD 83 NSRS 2007
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 1
FIGURE
SEE
SITE 1
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.01
0.02
43
46
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
T
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
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JORDAN ONE, LLC
DB 990 PG 90
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
6
0.
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6
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-L-
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1
COX ROAD (SR 1711)
S
S
S
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S
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S
S
S
S
S
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TS TS
TS
TS TS
TS
TS TS
TS TS
TS TS
TS TS
TSTS
TS
BEGIN PROJECT WBS 17BP.10.R.69
EL = 288.39'
-L- STA 11+20.00
EL = 284.52'
-L- STA 14+00.00
END PROJECT WBS 17BP.10.R.69
PROPOSED GRADE
EXISTING GROUND
PI = 12+40.00
EL = 285.08'
(-)2
.7583%(-)0.3500%
VC = 195'
K = 81
DS = 45 MPH
-L- STA 12+45.00
BEGIN CULVERT END CULVERT
-L- STA 12+70.00
BE REMOVED
EXIST BRIDGE TO
(-) 4
.5
6%
PI =12+00.00 RT
El = 282.64
PI =11+60.00 RT
El = 284.46
(+) 4.68%
PI =12+75.00 LT
El = 277.00
El = 278.64
PI =13+10.00 LT
BL-1
BL-2 BL-3
W/ HEADWALLS
PROP 2 @ 120" CSP
PI =12+15.00 RT
El = 281.96
(-) 4
.5
6%
PI =13+00.00 LT
El = 278.17
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
= 770
= 25
= 281.84
= 1197
= 100
= 284.70
= 2,000+
= 500
= 285.30
F
F
F
C
F F C
F
F
F
C
F
F
F
C F
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2722
7
2
2
7
2
2
7
2
2
7
4
274
2
7
4
274
2
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6
2
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6
276
276
2
7
6
2
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6
2
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8
2
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8
2
7
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278
2
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280
280
280
280 280
280
2
8
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2
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0
2
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282
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282
282
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282
284
284
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286
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6288
288
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8
2
8
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288
290
290
2
9
0
290
292
294
T
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
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B
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OF
C
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E
K
JORDAN ONE, LLC
DB 990 PG 90
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
6
0.
0
0'
6
0
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St
a.
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1.7
3
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15
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14
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0
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13
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1
1
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-L-
1
1
1
COX ROAD (SR 1711)
S
S
S
S
S
S
S
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S
S
S
S
S
S
S
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S
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S
TS TS
TS
TS TS
TS
TS TS
TS TS
TS TS
TS TS
TSTS
TS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
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Scale : 20
12+50
265
270
275
280
285
290
295
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.69
295
290
285
280
275
270
265
14+00 14+50 15+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
NAD 83 NSRS 2007
ofSheet
Permit Drawing

GRAPHIC SCALE
0'40'40'
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 1
FIGURE
SEE
SITE 1
4A
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.01
0.02
43
46
BEGIN PROJECT WBS 17BP.10.R.69
EL = 288.39'
-L- STA 11+20.00
EL = 284.52'
-L- STA 14+00.00
END PROJECT WBS 17BP.10.R.69
PROPOSED GRADE
EXISTING GROUND
PI = 12+40.00
EL = 285.08'
(-)2
.7583%(-)0.3500%
VC = 195'
K = 81
DS = 45 MPH
-L- STA 12+45.00
BEGIN CULVERT END CULVERT
-L- STA 12+70.00
BE REMOVED
EXIST BRIDGE TO
(-) 4
.5
6%
PI =12+00.00 RT
El = 282.64
PI =11+60.00 RT
El = 284.46
(+) 4.68%
PI =12+75.00 LT
El = 277.00
El = 278.64
PI =13+10.00 LT
BL-1
BL-2 BL-3
W/ HEADWALLS
PROP 2 @ 120" CSP
PI =12+15.00 RT
El = 281.96
(-) 4
.5
6%
PI =13+00.00 LT
El = 278.17
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
= 770
= 25
= 281.84
= 1197
= 100
= 284.70
= 2,000+
= 500
= 285.30
F
F
F
C
F F C
F
F
F
C
F
F
F
C F
SCALE 1"=20'
SITE 1
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S
TS
S
TS
GRAPHIC SCALE
0'20'20'
ofSheet
Permit Drawing

DIVISION OF HIGHWAYS
10/6/2014SHEET 1 OF 1
#
NCDOT
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
NAD 83 NSRS 2007
ANSON COUNTY
PROJECT: 17BP.10.R.69
(COX ROAD)
ON SR 1711
BRANCH OF CEDAR CREEK
BRIDGE 016 OVER
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.01
0.02
43
46
B
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B
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K
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
RED MOUNTAIN TIMBER CO. I, LLC
DB 816 PG 218
P
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+
6
1.7
3
13
+
0
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12
+
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-L-
1
1
COX ROAD (SR 1711)
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
TS
TS
TS
TS TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS
TS TS TS
TSTS
TS
TS TS
TS
TS
TS TS
TS TS
TS TS
TSTS
TS
TS
SS
F
C
F F C
F
C F
NAMES AND ADDRESSES
PROPERTY OWNERS
PARCEL NO.NAMES ADDRESS
1
SCALE 1"=10'
DIVISION OF HIGHWAYS
10/6/2014SHEET 1 OF 1
#
NCDOT
ANSON COUNTY
PROJECT: 17BP.10.R.69
(COX ROAD)
ON SR 1711
CEDAR CREEK
BRIDGE 016 OVER
RED MOUNTAIN TIMBER CO. LLC 2704 C EXCHANGE DRIVE
WILMINGTON, NC 28405
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+45 to 12+70 2 @ 120" CSP 0.02 0.01 46 43
TOTALS:0.02 0.01 46 43
ATN Revised 3/31/05 SHEET
ANSON COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.69
10/6/2014
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS