20150365 Ver 1_Application_20150416

Lower
Rd.
Rd.
Rimmer
Cabarus County
Rowan County
Mo
u
n
t P
leasan
t Rd
S
R (1
0
0
6
)
Church RdOrganSR (1006)
Kluttz Rd
SR (2435)
Rd
Win
dm
illS
R (24
2
9
)
Rim
e
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Mill R
d
S
h
u
p
in
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S
R
(
2
5
6
7
)
C
reek
Jen
n
ie W
o
lf
Carter Rd
SiskSR (2434)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
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:

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
40
DETOUR R
I
G
H
T
-
O
F
-
W
A
Y

P
L
A
N
S
Division Bridge Manager
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.65
17BP.10.R.65
2025 260
P
R
O
J
E
C
T

W
B
S
:

1
7
B
P
.
10
.
R
.
6
5
LOCAL
FUNC. CLASSIFICATION:
-L- STA. 11+20.00
BEGIN PROJECT WBS 17BP.10.R.65
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
m
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3
0
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2
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+20.00
END PROJECT WBS 17BP.10.R.65
CABARRUS COUNTY
ON SR 2434 (SISK CARTER RD.)
-L-
SR 2434 (SISK CARTER RD.)
-L- STA. 12+60.84
BEGIN BRIDGE
GARLAND HAYWOOD, PE
-L- STA. 13+23.16
END BRIDGE
SEPTEMBER 9, 2014
90
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.65 = 0.057 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.65 = 0.012 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.65 = 0.045 MILES
FEBRUARY 18, 2015
MAAMOON K. ABDELAZIZ
LOCATION: BRIDGE #203 OVER JENNIE WOLF CREEK
17BP.10.R.65
NORTH CAROLINA

TO SR 2429 TO SR 1006
J
E
N
N
I
E

W
O
LF

C
RE
E
K
/R W & UTILITIES
Scale : 80
STREAM IMPACTS
SITE 1
FIGURE
SEE
SITE 1
ofSheet
Permit Drawing

N
A
D
8
3
N
S
R
S
2
0
0
7
24" RCP
72" STEEL
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
J
E
N
N
IE

WOLF

C
R
E
E
K
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
J
E
N
NI
E
W
O
L
F
C
R
E
E
K
6
0
.
0
0
'
6
0
.0
0
'
1
1
P
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T

S
t
a
.

10
+
0
0
.
0
0
P
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S
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11+
7
0
.
7
2
P
OC

S
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+
3
5
.0
0
15
+
0
0
14
+
0
0
13
+
0
0
12
+
0
0
11+
0
0
-L-
SR (243
SISK CARTER RD
TS TS TS
TS TS
TS TS
TS TS TS
TS TS
TS TS
TS
TS TS
TSTS
TS TS TS
TSTS
TS TS
TS
TS TS
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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H
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10
/
3
0
/
2
0
14
12+50
675
680
685
690
695
700
705
13+00 13+50
N
A
D
8
3
N
S
R
S
2
0
0
7
10+50 11+00 11+50 12+00
17BP.10.R.65
290
285
280
275
270
265
260
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
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TSTS
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing

SITE 1
FIGURE
SEE
SITE 1
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
620.03SW IMPACTS
TEMPORARY
PI = 12+10.00
EL = 693.94'
(-)5
.15
6
2%
(-)0.7616%
VC = 180'
K = 41
DS = 30 MPH
BEGIN PROJECT WBS 17BP.10.R.65
EL = 698.58'
-L- STA 11+20.00
END PROJECT WBS 17BP.10.R.65
EL = 692.34'
-L- STA 14+20.00
-L- STA 12+60.84
BEGIN BRIDGE
-L- STA 13+23.16
END BRIDGE
BL-3
(+) 4.09%
P
I
=
13
+
0
8
.0
0

L
T
E
l

=

6
8
4
.3
8
P
I
=
13
+
6
2
.0
0

L
T
E
l

=

6
8
6
.5
9
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 120 C.Y.
1.5
:11.
5
:
1
PROPOSED GRADE
EXISTING GROUND
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
= 1100
= 25
= 691.2
= 1500
= 100
= 691.49
= 2100
= 500
= 692.3
TO BE REMOVED
EXIST BRIDGE
F
F
F
F
F
F
C
F
F
F
F
F
F
F
679680681
6
8
2
6
8
2
6
8
2
683
6
8
3
683
684
6
8
4
6
8
4
684
6
8
5
685
6
8
5
685
685
685
6
8
5
6
8
5
685
686
6
8
6
686
686
686
68
7
6
8
7
687
687
687
688
6
8
8
688
6
8
8
688
688
689
689
689
6
8
9
6
8
9
689
689
689
689
6
9
0
690
6
9
0
6
9
0
6
9
0
6
9
0
690
690
690
690
690
6
9
0
6 9 0
690
691
6
9
1
6
9
1
691
6
9
1
691
692
692
6 9 2
692
692
6
9
3
6
9
3
693
694
6
9
4
6
9
5
6
9
5
695
6
9
5
6
9
6
6
9
6
697
697
6
9
8
698
6
9
9
699
700 7
0
0
700
700
7
0
0
701
7
0
1
7
0
1
702
702
703
703
7
0
3
704
704
705
705
7
0
5
706
707
7
0
9
7
1
0
24" RCP
72" STEEL
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
J
E
N
N
IE

WOLF

C
R
E
E
K
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
J
E
N
NI
E
W
O
L
F
C
R
E
E
K
6
0
.
0
0
'
6
0
.0
0
'
1
1
P
O
T

S
t
a
.

10
+
0
0
.
0
0
P
C

S
t
a
.

11+
7
0
.
7
2
P
OC

S
t
a
. 15
+
3
5
.0
0
15
+
0
0
14
+
0
0
13
+
0
0
12
+
0
0
11+
0
0
-L-
SR (2434)
SISK CARTER RD
TS TS TS
TS TS
TS TS
TS TS TS
TS TS
TS TS
TS
TS TS
TSTS
TS TS TS
TSTS
TS TS
TS
TS TS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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A
.d
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n
10
/
3
0
/
2
0
14
12+50
675
680
685
690
695
700
705
13+00 13+50
N
A
D
8
3
N
S
R
S
2
0
0
7
10+50 11+00 11+50 12+00
17BP.10.R.65
290
285
280
275
270
265
260
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
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TSTS
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing

SITE 1
FIGURE
SEE
SITE 1
4A
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
620.03SW IMPACTS
TEMPORARY
PI = 12+10.00
EL = 693.94'
(-)5
.15
6
2%
(-)0.7616%
VC = 180'
K = 41
DS = 30 MPH
BEGIN PROJECT WBS 17BP.10.R.65
EL = 698.58'
-L- STA 11+20.00
END PROJECT WBS 17BP.10.R.65
EL = 692.34'
-L- STA 14+20.00
-L- STA 12+60.84
BEGIN BRIDGE
-L- STA 13+23.16
END BRIDGE
BL-3
(+) 4.09%
P
I
=
13
+
0
8
.0
0

L
T
E
l

=

6
8
4
.3
8
P
I
=
13
+
6
2
.0
0

L
T
E
l

=

6
8
6
.5
9
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 120 C.Y.
1.5
:11.
5
:
1
PROPOSED GRADE
EXISTING GROUND
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
= 1100
= 25
= 691.2
= 1500
= 100
= 691.49
= 2100
= 500
= 692.3
TO BE REMOVED
EXIST BRIDGE
F
F
F
F
F
F
C
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
10/30/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.65
CABARRUS COUNTY
(SISK CARTER ROAD)
ON SR 2434
JENNIE WOLF CREEK
BRIDGE 203 OVER
N
A
D
8
3
N
S
R
S
2
0
0
7
STREAM PERMIT IMPACT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.03 62
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
LINDA SUE KLUTTZ PEELER
DB 1301 PG 275
J
E
N
NI
E
W
O
L
F
C
R
E
E
K
J
E
N
N
I
E

WO
L
F

C
R
E
E
K
1
1
13
+
0
0
SR (2434)
SISK CARTER RD
-L-
TS TS TSTS
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
TSTSTSTS
TSTSTS
TS TS TS TS
TS TS TS
TSTSTS
TS
TS TS TS
F
F
F
F
C
F
C
C
C
C
C
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
1
SCALE 1"=10'
DIVISION OF HIGHWAYS
10/30/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.65
PROPERTY OWNERS
CABARRUS COUNTY
ROCKWELL, NC 28138
7129 SISK CARTER ROADLINDA SUE KLUTTZ PEELER
(SISK CARTER ROAD)
ON SR 2434
JENNIE WOLF CREEK
BRIDGE 203 OVER
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+61 to 13+23 60' Cored Slab Bridge 0.03 62
TOTALS:0.03 62
ATN Revised 3/31/05 SHEET
CABARRUS COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.65
10/30/2014
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS