20141182 Ver 1_Application_20141106

(SR 2416)Mt. Olive Rd.
(
S
R
2
4
2
7
)
Cli
n
e
S
c
h
o
ol
R
d.
(SR 2415)Cress Rd.
(
S
R
2
4
1
4
)
S
t.
J
o
h
n
s

C
h
u
r
c
h
R
d
.
(S
R
2
4
1
7
)
N
. M
o
o
s
e
R
d
.
(SR 2423)
Fisher Rd.
(S
R
2
4
6
1
)
W
in
g
a
rd
R
d
.
Green Acres Cir. SR (2478)
(SR 2710)
W alker Rd.
Creek
Dutch Buffalo
END PROJECT
BEGIN PROJECT
73
73
Cr
e
e
k
M
c
Allist
e
r
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
=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
2010
55
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.52
17BP.10.R.52
2025
P
R
O
J
E
C
T

W
B
S
:

17
B
P
.
10
.
R
.
5
2
-L- STA. 11+70.00
BEGIN WBS PROJECT 17BP.10.R.52
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
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. 16+85.00
END WBS PROJECT 17BP.10.R.52
ON SR 2416 (MOUNT OLIVE RD.)
FEBRUARY 18, 2015
CABARRUS COUNTY
LOCATION: BRIDGE #070 OVER McALLISTER CREEK
-L-
SR 2416 (MOUNT OLIVE ROAD)
McALLISTER C
REEK
-L- STA. 14+59.87
BEGIN CULVERT
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.52 = 0.098 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.52 = 0.005 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.52 = 0.093 MILES
880
LOCAL
FUNC. CLASSIFICATION:
1540
N/A
N/A
GARLAND HAYWOOD, PE
-L- STA. 14+86.12
END CULVERT
MAAMOON K. ABDELAZIZ
SEPTEMBER 9, 2014
17BP.10.R.52
NORTH CAROLINA

R W & UTILITIES/
TO SR 2414
TO SR 2427
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
P
r
m

S
H
T
\
10
R
5
2
_
H
y
d
_
P
r
m
_
t
s
h
.
d
g
n
10
/
2
9
/
2
0
14
m
a
b
d
e
la
z
i
z
ofSheet
Permit Drawing

STREAM IMPACTS
SITE 1
FIGURE
SEE
SITE 1
Scale : 80

N
SRS 2007
N
A
D
83
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
HEIDI DEAL
MELVIN DEAL
DB 4194 PG 0105
GLENN SAFRIT JR
DB 1544 PG 109
4
0
.
0
0
'
McALLIS
T
E
R

CR
E
E
K
C
R
E
E
K
M
c
A
L
L
I
S
T
E
R
4
0
.
0
0
'
1
2
P
O
T

S
t
a
. 11+
4
3
.0
0
P
C

S
t
a
. 13
+
0
2
.7
0
P
T

S
t
a
. 14
+
3
8
.6
9
P
O
T

S
t
a
. 17
+
2
2
.0
0
-L-
SR 2416
MOUNT OLIVE ROAD
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
TSTS
TS
TS
TS
TS
TSTS
TSTS
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
:\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
P
r
m

S
H
T
\
10
R
5
2
_
H
y
d
_
P
r
m
_
p
s
h
0
4
.d
g
n
10
/
2
9
/
2
0
14
14+00
625
630
635
640
645
650
655
14+50 15+0012+00 12+50 13+00 13+50
17BP.10.R.52
655
650
645
640
635
630
625
15+50 16+00 16+5011+50 17+00
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
N
A
D
83 N
SRS 2007
SITE 1
SITE 1
FIGURE
SEE
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)
0.01
0.02
49
64
PI = 13+25.00
EL = 646.96'
(-
)
7.
9226%
(-)1.6078%
VC = 310'
K = 49
PI = 15+80.00
EL = 642.86'
(-)1.6078%
(+)2.4667%
VC = 200'
K = 49
DS = 35 MPH
DS = 35 MPH
BEGIN PROJECT WBS 17BP.10.R.52
EL = 659.24'
-L- STA 11+70.00
EL = 645.45'
-L- STA 16+85.00
END PROJECT WBS 17BP.10.R.52
EXISTING GROUND
PROPOSED GRADE
LOW POINT
EL = 643.83'
-L- STA 15+58.92
END CULVERT
-L- STA 14+86.12-L- STA 14+59.87
BEGIN CULVERT
BL-2
BE REMOVED
EXIST BRIDGE TO
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES
P
I
=
12
+
0
0
.0
0

L
T
E
l

=

6
5
4
.7
0
P
I
=
12
+
5
0
.0
0

L
T
E
l

=

6
5
1.16
P
I

=
13
+
0
0
.0
0

L
T
E
l

=

6
4
8
.2
3
P
I
=
13
+
5
0
.0
0

L
T
E
l

=

6
4
3
.6
7
P
I
=
14
+
0
0
.0
0

L
T
E
l

=

6
3
9
.3
9
P
I
=
14
+
5
0
.0
0

L
T
E
l

=

6
3
5
.9
9
E
l

=

6
5
4
.3
7
P
I
=
12
+
0
0
.0
0

R
T
P
I

=
12
+
5
0
.0
0

R
T
E
l

=

6
5
1.12
P
I

=
13
+
0
0
.0
0

R
T
E
l

=

6
4
7
.4
9
(
-
)
6.
80%
P
I
=
15
+
0
0
.0
0

L
T
E
l

=

6
3
3
.14 P
I

=
15
+
5
0
.0
0

L
T
E
l

=

6
3
6
.9
3
P
I
=
16
+
0
0
.0
0

L
T
E
l

=

6
3
8
.3
8(+) 7.58%
(+) 2.90%
PROP DOUBLE 12' x 10' RCBC
P
I
=
13
+
3
5
.0
0

R
T
E
l

=

6
4
4
.9
5
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
= 550
= 25
= 637.3
= 800
= 100
= 638.33
= 1100
= 500
= 643.8
(-)
8.
56%
(-)
9.
12
%
(-
)
5.
8
6%
(
-
)
6.
92%
(
-
)
6.36%
(-
)
7.
43%
(
-
)
7.
26%
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
C
F
F
6
3
0
6
3
1
6
3
1
6
3
2
6
3
2
6
3
2
6
3
3
6
3
3
6
3
3
6
3
4
634
6
3
5
635
635
635
6
3
5
6
3
5
6
3
5
635
6
3
6
636
636
6
3
6
637
637
637
637
637 637
638
638
638
638
638 638
6
3
8
638
639
639
639
6
3
9
6406
4
0
640
640
6
4
0
6
4
0
6
4
0
6
4
0
6
4
0
641
641
6
4
1
641
642
642
6
4
2
642
6
4
2
643
643
643
643
6
4
3
6
4
4
6
4
4
644
6
4
4
645
6
4
5
6
4
5
6
4
5
645
6
4
6
6
4
6
647
647
648
648
6
4
9
6
4
9
6
4
9
650
650
6
5
0
6
5
0
6
5
0
651
6
5
1
652
6
5
2
6
5
2
653
6
5
3
654
6
5
4
655
655
655
6
5
5
656
6
56
657
6
5
7
6
5
8
658659
6
6
0
6
6
0661
6
6
1
662
665
668
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
HEIDI DEAL
MELVIN DEAL
DB 4194 PG 0105
GLENN SAFRIT JR
DB 1544 PG 109
4
0
.
0
0
'
McALLIS
T
E
R

CR
E
E
K
C
R
E
E
K
M
c
A
L
L
I
S
T
E
R
4
0
.
0
0
'
1
2
P
O
T

S
t
a
. 11+
4
3
.0
0
P
C

S
t
a
. 13
+
0
2
.7
0
P
T

S
t
a
. 14
+
3
8
.6
9
P
O
T

S
t
a
. 17
+
2
2
.0
0
-L-
SR 2416
MOUNT OLIVE ROAD
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
TSTS
TS
TS
TS
TS
TSTS
TSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
:\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
P
r
m

S
H
T
\
10
R
5
2
_
H
y
d
_
P
r
m
_
p
s
h
0
4
A
.d
g
n
10
/
3
0
/
2
0
14
14+00
625
630
635
640
645
650
655
14+50 15+0012+00 12+50 13+00 13+50
17BP.10.R.52
655
650
645
640
635
630
625
15+50 16+00 16+5011+50 17+00
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
N
A
D
83 N
SRS 2007
SITE 1
SITE 1
FIGURE
SEE
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)
0.01
0.02
49
64
Scale : 40
4A
PI = 13+25.00
EL = 646.96'
(-
)
7.
9226%
(-)1.6078%
VC = 310'
K = 49
PI = 15+80.00
EL = 642.86'
(-)1.6078%
(+)2.4667%
VC = 200'
K = 49
DS = 35 MPH
DS = 35 MPH
BEGIN PROJECT WBS 17BP.10.R.52
EL = 659.24'
-L- STA 11+70.00
EL = 645.45'
-L- STA 16+85.00
END PROJECT WBS 17BP.10.R.52
EXISTING GROUND
PROPOSED GRADE
LOW POINT
EL = 643.83'
-L- STA 15+58.92
END CULVERT
-L- STA 14+86.12-L- STA 14+59.87
BEGIN CULVERT
BL-2
BE REMOVED
EXIST BRIDGE TO
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES
IS UP TO 20 MPH LESS THAN OVERALL DESIGN
NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES
P
I
=
12
+
0
0
.0
0

L
T
E
l

=

6
5
4
.7
0
P
I
=
12
+
5
0
.0
0

L
T
E
l

=

6
5
1.16
P
I

=
13
+
0
0
.0
0

L
T
E
l

=

6
4
8
.2
3
P
I
=
13
+
5
0
.0
0

L
T
E
l

=

6
4
3
.6
7
P
I
=
14
+
0
0
.0
0

L
T
E
l

=

6
3
9
.3
9
P
I
=
14
+
5
0
.0
0

L
T
E
l

=

6
3
5
.9
9
E
l

=

6
5
4
.3
7
P
I
=
12
+
0
0
.0
0

R
T
P
I

=
12
+
5
0
.0
0

R
T
E
l

=

6
5
1.12
P
I

=
13
+
0
0
.0
0

R
T
E
l

=

6
4
7
.4
9
(
-
)
6.
80%
P
I
=
15
+
0
0
.0
0

L
T
E
l

=

6
3
3
.14 P
I

=
15
+
5
0
.0
0

L
T
E
l

=

6
3
6
.9
3
P
I
=
16
+
0
0
.0
0

L
T
E
l

=

6
3
8
.3
8(+) 7.58%
(+) 2.90%
PROP DOUBLE 12' x 10' RCBC
P
I
=
13
+
3
5
.0
0

R
T
E
l

=

6
4
4
.9
5
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
= 550
= 25
= 637.3
= 800
= 100
= 638.33
= 1100
= 500
= 643.8
(-)
8.
56%
(-)
9.
12
%
(-
)
5.
8
6%
(
-
)
6.
92%
(
-
)
6.36%
(-
)
7.
43%
(
-
)
7.
26%
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
C
F
F
C
R
E
E
K
M
c
A
L
L
I
S
T
E
R
Mc
ALLIS
T
E
R
CR
E
E
K
GLENN SAFRIT JR
DB 1544 PG 109
HEIDI DEAL
MELVIN DEAL
DB 4194 PG 0105
1
2
-L-
SR 2416
MOUNT OLIVE ROAD
15
+
0
0
P
T

S
t
a
. 14
+
3
8
.6
9
S
S
S
S
S
S
S
S
S
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
TS
SCALE 1"=20'
SITE 1
GRAPHIC SCALE
0'20'20'
ofSheet
Permit Drawing

IN SURFACE WATER
TEMPORARY IMPACTS
DIVISION OF HIGHWAYS
10/29/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.52
CABARRUS COUNTY
(MOUNT OLIVE ROAD)
ON SR 2416
McALLISTER CREEK
BRIDGE 070 OVER
N
A
D
83 N
SRS 2007
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
0.02
49
64
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
C
C
C
F
F
F
C
C
C
F
F
F
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
1
2
SCALE 1"=10'
DIVISION OF HIGHWAYS
10/29/2014SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.52
PROPERTY OWNERS
CABARRUS COUNTY
(MOUNT OLIVE ROAD)
ON SR 2416
McALLISTER CREEK
BRIDGE 070 OVER
GLENN SAFRIT JR
HEIDI DEAL
MELVIN DEAL &
CONCORD, NC 28025
6363 MOUNT OLIVE ROAD
CONCORD, NC 28025
MOUNT OLIVE 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- 14+60 to 14+86 2 @ 12'X10' RCBC 0.01 0.02 49 64
Culvert
TOTALS:0.01 0.02 49 64
ATN Revised 3/31/05 SHEET
CABARRUS COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.52
10/29/2014
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS