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2/15/2013P-5206D
W
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RAIL DIVISION
SITE 1 SITE 2
ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
P.E.
D
E
P
A
R
T
ME
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T E OF NORTH
C
ARO
LI
N
A
NC DEPARTMENT OF
TRANSPORTATION
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
PROJECT LENGTH
RAIL ENGINEER
ENGINEER
HYDRAULICS
P.E.
CN N CCAROLNIA
NORTH
SIGNATURE:SIGNATURE:
SUBMITTAL:
DATE:
0
00
GRAPHIC SCALES
02550 50
50
PLANS
02550
10
PROFILE (HORIZONTAL)
5 0 10 20
PROFILE (VERTICAL)
100
100
OTHER THAN MAIN TRACK
MAIN TRACK
LENGTH OF RAIL TIP PROJECT NC COA No. F-0412
Raleigh, NC 27604 | Tel: (919) 755-0583
421 Fayetteville Street, Suite 1303
Camp Dresser & McKee 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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$
$
$
$
$
D
G
N
$
$
$
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$
$
$
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$
$
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C
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:
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
D
C
N
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
ROWAN COUNTY
ON THE NCRR/NS MAINLINE
"REID" TO "NORTH KANNAPOLIS"
CONSTRUCTION OF SECOND MAIN LINE TRACK
P
-
5
2
0
6
D
5
2
0
0
0
.
1
.
S
T
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0
9
T
1
B
TODD H. BUCKNER, PE
P.E.
P-5206D
52000.1.STR09T1B
N
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A
D
8
3
/
N
S
R
S
2
0
0
7
VICINITY MAP
4
5
6 7 8 9
12
10
11
0.0 Miles
2.93 Miles
2.93 Miles
Landis
Kannapolis
TO CHARLOTTE
T
O
G
R
E
E
NS
B
O
R
O
NC GRID
NAD 83/NSRS 2007
Cabarrus Co.
DECEMBER 11, 2012
POT Sta. 9565+00.00
TIP PROJECT P-5206D -M1D-
END CONSTRUCTION
POT Sta. 9565+12.10
TIP PROJECT P-5206D -M2D-
END CONSTRUCTION
PROJECT
BEGIN
PROJECT
END
PLFI
TODD H. BUCKNER, PE
JULY 2012
JULY 2013
Sta 9450+00.00
TIP PROJECT P-5206C -M1D-
END CONSTRUCTION
Sta. 9450+39.03
TIP PROJECT P-5206D -M1D-
BEGIN CONSTRUCTION
Sta. 9450+39.03
TIP PROJECT P-5206C -M2D-
END CONSTRUCTION
Sta 9449+97.71
TIP PROJECT P-5206D -M2D-
BEGIN CONSTRUCTION
TYPE OF WORK:
AND CURVE AND SAFETY IMPROVEMENTS, DRAINAGE,
PAVING, UTILITIES, AND SIGNALS
THE TOWN OF LANDIS AND CITY OF KANNAPOLIS.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF
THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
E. 22ND ST.E. 2OTH ST.
E. 18TH ST.
N. MAIN ST.
E. 29TH ST.
LINDA AVE.
E. MILL ST.
346.0
347.0
348.0
345.0
S LEA
N ORTHCAR
O
L IN
APROFESS
IONA
L
E
N
GINEER
034367
RENKCUB .H D
D
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A
IN
SLL
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N
9334
G
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N
REINE
WY
N
E
HW.
SEALP
N
A
L
E
N. MAIN ST. -YL-
RYDER AVE. -Y12-
CENTRAL AVE. -Y46-
NC GRID
NAD 83
/
NSRS 2007
NC
GRID
NA
D
83/NSRS 2
0
0
7
NC GRID
NAD 83/NSRS 2007
NC
GRID
NA
D 8
3
/NSRS 2007
NC GRID
NA
D
83/
NSRS
20
0
7
NC
GRID
NA
D
83
/NSRS 2007
NC
GRID
NA
D
8
3
/NSRS 2
0
07
NC GRID
NAD 83
/NSRS 20
0
7
NC GRID
NA
D
83/
NSRS
2007
33.90’ LT -M1D-
+31.05
29.59’ LT -M1D-
+74.79
36.56’ LT -M1D-
+63.52
BEGIN WALL
53.50’ LT -M1D-
+97.32
END WALL
46.83’ LT -M1D-
+84.89
34.41’ LT -M1D-
+50.53
98.51’ RT+00.00 -M2D-
130.00’ RT+00.00 -M2D-130.00’ RT+50.00 -M2D-
98.73’ RT+50.00 -M2D-
77D
79D
25D
24D
23D
22D
20D
21D
19D
18D
92D
93D
82D
94D
95D
64.93’ LT
+49.32 -M1D-
65.53’ LT
+34.14 -M1D-
64.06’ LT
+69.56 -M1D-
62.85’ LT
+94.88 -M1D-62.21’ LT
+07.04 -M1D-
59.08’ LT
+59.74 -M1D-
53.01’ LT
+30.61 -M1D-
46.45’ LT
+05.42 -M1D-
29.21’ LT
+39.58 -M1D-
1.19’ RT
+32.27 -M2D-
1.61’ RT
+47.26 -M2D-
2.28’ RT
+67.24 -M2D-
3.23’ RT
+92.21 -M2D-
3.73’ RT
+04.19 -M2D-
6.31’ RT
+56.06 -M2D-
18.72’ LT
+28.22 -M1D-
11.53’ LT
+02.22 -M1D-
18.89’ LT
+02.89 -M1D-
1.82’ LT
+35.62 -M1D-
40.00’ RT
+80.00 -M2D-
55.00’ RT
+80.00 -M2D-
65.00’ RT
+25.00 -M2D-
70.00’ RT
+50.00 -M2D-
70.00’ RT
+10.00 -M2D-
55.00’ RT+60.00 -M2D-15.00’ RT
+85.00 -M2D-
45.00’ RT
+85.00 -M2D-
10.00’ RT
+55.00 -M2D-
30.00’ RT+35.00 -M2D-
35.00’ RT+50.00 -M2D-
35.00’ RT
+15.00 -M2D-
35.00’ RT
+70.00 -M2D-
74.27’ RT+03.89 -M2D-
0.06’ RT+12.23 -M2D-
78.01’ RT+74.70 -M2D-
0.13’ LT+75.88 -M2D-
84D
85D
27.28’ LT+78.36 -M1D-
40.00’ LT+23.18 -M1D-
24.49’ LT+22.88 -M1D-
15.03’ RT+00.17 -M2D-
51.97’ RT+00.21 -M2D-
15.41’ RT+57.21 -M2D-
52.14’ RT+56.98 -M2D-50.59’ RT+04.03 -M2D-
47.26’ RT+74.30 -M2D-
13.52’ RT+18.95 -M2D-
10.25’ RT+73.05 -M2D-
11.09’ RT+02.58 -M2D-
45.96’ LT+92.72 -M1D-
27.85’ LT+92.37 -M1D-
44.54’ LT+66.38 -M1D-
26.42’ LT+66.03 -M1D-
79.58’ LT
+08.49 -M1D-
84.67’ LT
+08.70 -M1D-78.16’ LT
+52.42 -M1D-
72.25’ LT
+44.65 -M1D-
73.17’ LT
+95.80 -M1D-
74.99’ LT
+63.39 -M1D-
74.34’ LT
+10.24 -M1D-
77.51’ LT
+00.89 -M1D-
78.60’ LT
+08.92 -M1D-
78.08’ LT
+46.79 -M1D-
105.98’ LT
+86.96 -M1D-102.41’ LT
+86.65 -M1D-
78D
27D
80D
81D
83D
86D 87D
88D
89D
90D 91D 96D 97D 98D
99D
100D
RETAIN STRUCTURE
42.79’ LT+78.66 -M1D-
REMOVED BY NCDOTSTRUCTURE TO BE
REMOVED BY NCDOT
STRUCTURES TO BE
REMOVED BY NCDOT
STRUCTURE TO BE
REMOVED BY NCDOTSTRUCTURE TO BE46.77’ RT+18.29 -M2D-48.00’ RT+80.66 -M2D-
14.75’ RT+81.32 -M2D-
REMOVED BY NCDOT
STRUCTURES TO BE
REMOVED BY NCDOT
STRUCTURE TO BE
REMOVED BY NCDOT
STRUCTURES TO
BE
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TS TS
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9489 9490 9491 9492 9493 9494 9495 9496 9497 9498 9499 9500 9501 9502
SEE SHEET 14 FOR -M1D- PROFILE
7
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
$
$
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$
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U
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N
A
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$
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$
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S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
TS
D
C
N
P-5206D
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
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$
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$
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$
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$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 48" SCP
HW
SEE DETAIL#4
SLOPE=1.4%
EST DDE=130 CY
HEAD DITCH
D0701
9
4
9
0
9
4
9
5
9
5
0
0
9
4
9
0
9
4
9
5
9
5
0
0
CS Sta. 9499+33.18 -M2D-
CS Sta. 9499+24.08 -M1D-
N
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PI = 9494+35.00
EL = 840.27’
(-)1.3175%(+)0.2397%
VC = 1,210’
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EXIST. GROUND
OF RAIL
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C
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C
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TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
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7
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840
850
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870
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810
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840
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9502 9503 9504 9505 9506 9507 9508 9509 9510 9511 9512 9513 9514 9515
SEE SHEET 15 FOR -M1D- PROFILE
8
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SITE 2
TS
D
C
N
P-5206D
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
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S
T
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$
$
$
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$
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D
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$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
EST. 20 CY FF
EST. 8 TONS
CL ’B’ RIP RAP
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 42" SCP
HW
SEE DETAIL#1
SLOPE=0.6%
EST. DDE=70 CY
HEAD DITCH
9
5
0
5
9
5
1
0
9
5
1
5
9
5
1
0
9
5
0
5
ST Sta. 9502+74.18 -M2D-
PROP. MAIN TRACK #1 SEGMENT #6
(HORIZONTAL / ALIGNMENT)
END TRACK CONST.
ST Sta. 9502+65.08 -M1D-
N
C
G
R
ID
N
A
D
8
3
/
N
S
R
S
2
0
0
7
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-M2D-
T
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MAIN TRACK 2
PI = 9508+37.00
EL = 843.63’
(+)0.2397%(+)0.6000%
VC = 280’
8
4
2
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8
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2
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.11
8
4
6
.4
1
8
4
6
.7
1
8
4
7
.0
1
8
4
7
.3
1
8
4
7
.6
1
EXIST. GROUND
OF RAIL
PROPOSED TOP
C C
C C C
C C C
F
F
F
F
F
C
C C
C C
C
C C C C C C C
8
1
8
8
1
9
8
2
0
8
2
0
8
2
1
822
8
2
2
822
822
822
8
2
3
82
3
8
2
3
823
823
824
824
8
2
4
824
8
2
4
8
2
5
825
825
825
825
8
2
5
825
825
8
2
5
825
825
82
5
825
825
826
826
826
826
8
2
6
826
826
82
6
826
8
2
6
827
827
827
827
827
827
82
7
8
2
7
827
827
8
2
7
8
2
7
827
8
2
7
827
827
828
828
828
828
828
8
2
8
828
828
8
2
8
828
8
2
8
8
2
8
8
2
8
828
828
828
828
8
2
8
829
829
829
829
829
829
829
8
2
9
829
829
829
8
2
9
829
829
829
829
82
9
8
2
9
8
2
9
829
8
3
0
830
830
830
830
830
830 830
830
830
830
8
3
0
8
3
0
830
83
0
83
0
8
3
0
83
0
830
830
830
830
830
830
8 3 0
830
830
830
83
0
8
3
0
8
3
0
8
3
0
830
831
831
831
831
831
8
3
1
8
3
1
8
3
1
831
831
831
831
831
831
831
832
832
832
83
2
832
832
8
3
2
8
3
2
8
3
2
8
32
832
832
832
832
832
8
3
2
83
2
8
3
2
8
3
2
832
833
8
3
3
833
833
833
833
833
8
3
3
8
3
3
833 833
833
833
833
833
8
3
3
833
833
8
3
3
8
3
3
8
3
3
8
3
3
833
8
3
3
8
3
3
833
834
834 834
834
834
834
834
834
834
8
3
4
834
834
834
834
834
83
4
8
34
834834
834
834
8
3
4
83
4
834
8
3
4
8
3
4
8
3
4
8
3
4
8
3
4
8
3
5
835
8
3
5
835
835 835
835
835
835
835
835
835 835
835
835
8
3
5
835835
835
835
835
8
3
5
8
3
5
835
835
835
835
835 835
83
5
835
835835
835
835
8
3
5
835
835
835
835
835
835
835835
8
3
5
83
5
835
835
835
8
3
5
835
835
835
835
83
6
836
836
8
3
6
836
8
36
836
836
8
3
6
8
3
6
836
836
836836
8
3
6
836
836
836
836
8
3
6
837
837
837
83
7
837
8
37
837
837
8
3
7
837
837
837837837
8
3
7
8
3
7
837
837
837
838
838
8
38
838
838
838
838
838
838
83
8
838
838838838
838
838
8
3
8
838
838
839
839
839
8
3
9
83
9
839
839
83
9
839
83
9
839
839
839839
839
839
839
840
840
840
840
8
4
0
840
840
840
840 840 840
840 840
840
840
840 840 840
840
840
84
0
8
4
0
840
840
840
840
840
840
840840
8
4
0
840
840
840
840840
840
8
4
0
840
840
840
8
40
840840
840
841
841 841
841
841 841
841
841
84
1
841
8
4
1
841
841
841
841
841
841
841
841
841
841
841
841
841
8
4
1
8
4
1
842
842
842
8
4
2
8
4
2
842
842
842
842
842
842 842 842
842
842 842
842
842
842
842
842
842
842
8
4
2
8
4
2
843
8
4
3
8
4
3
8
4
3
843
8
4
3
843
843
843
843
843
843
843
843
8
4
3
843
843
843
843
843
8
4
3
8
4
3
844
844
844
844
844
844
844
844
844
844
844
844
844
8
4
4
844 8
4
4
844
8
4
4
844
8
4
5
845
84
5
845
845
845
845845
845 845 845
845
845
845
845
845
845
845
845
845
84
5
845
845
845
845
845
8
4
5
8
4
6
846
846
846
8
4
6
846
846
846
8
4
6
8
4
6
8
4
7
847
8
4
7
847
847
847
8488
4
8
8
4
8
848
848
8
48
849
84
9
8
4
9
850
850
8
5
0
8
5
0
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
T
C
H
T
O
S
H
E
E
T
7
-
-
M
2
D
-
P
O
S
9
5
0
2
+
0
0
.
0
0
M
A
T
C
H
T
O
S
H
E
E
T
9
-
-
M
2
D
-
P
O
T
9
5
1
5
+
0
0
.
0
0
820
830
840
850
860
870
880
820
830
840
850
860
810 810
820
830
840
850
860
870
880
810
820
830
840
850
860
9502 9503 9504 9505 9506 9507 9508 9509 9510 9511 9512 9513 9514 9515
SEE SHEET 15 FOR -M1D- PROFILE
8
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SITE 2
TS
D
C
N
P-5206D
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
EST. 20 CY FF
EST. 8 TONS
CL ’B’ RIP RAP
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 42" SCP
HW
SEE DETAIL#1
SLOPE=0.6%
EST. DDE=70 CY
HEAD DITCH
9
5
0
5
9
5
1
0
9
5
1
5
9
5
1
0
9
5
0
5
ST Sta. 9502+74.18 -M2D-
PROP. MAIN TRACK #1 SEGMENT #6
(HORIZONTAL / ALIGNMENT)
END TRACK CONST.
ST Sta. 9502+65.08 -M1D-
N
C
G
R
ID
N
A
D
8
3
/
N
S
R
S
2
0
0
7
-M1D-
-M2D-
T
CASE
LOCK
SWITCH
AATURAATUR EOI
SWITCH
FROG
END OF RAIL
CB
W
W/LT
S
GR
GR
RR SPUR LINE
CONC LOADING DOCK
2SMASBUS
GR
36" CONC
GR
84"CHL W/3SBW
4
2
"
C
M
P
/
S
T
E
E
L
C
A
S
I
N
G
P
I
P
E EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
12"PVC
12
"
P
V
C
24"STEEL ENCASEMENT
24"STEEL ENCASEMENT
T
/
R
P
R
O
P
.
T
/
R
E
X
I
S
T
.
MAIN TRACK 2
PI = 9508+37.00
EL = 843.63’
(+)0.2397%(+)0.6000%
VC = 280’
8
4
2
.10
8
4
2
.2
2
8
4
2
.3
4
8
4
2
.4
6
8
4
2
.5
8
8
4
2
.7
0
8
4
2
.8
2
8
4
2
.9
4
8
4
3
.0
6
8
4
3
.18
8
4
3
.3
0
8
4
3
.4
4
8
4
3
.6
1
8
4
3
.8
1
8
4
4
.0
5
8
4
4
.3
1
8
4
4
.6
1
8
4
4
.9
1
8
4
5
.2
1
8
4
5
.5
1
8
4
5
.8
1
8
4
6
.11
8
4
6
.4
1
8
4
6
.7
1
8
4
7
.0
1
8
4
7
.3
1
8
4
7
.6
1
EXIST. GROUND
OF RAIL
PROPOSED TOP
C C
C C C
C C C
F
F
F
F
F
C
C C
C C
C
C C C C C C C