HomeMy WebLinkAbout20121107 Ver 1_Wetland Impact Summary_20130318 (2)Ha
n
d
Existing Existing
Pe
r
m
a
n
e
n
t
T
e
m
p
.
E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d
C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
nt
T
e
m
p
.
C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l
Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l
I
n
F
i
l
l
I
n
i
n
C
l
e
a
r
i
n
g
i
n
S
W
SW
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e
/
T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s
i
n
We
t
l
a
n
d
s
W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
1
92
2
7
+
5
8
/
9
2
2
8
+
9
2
-
M
2
C
-
F
I
L
L
/
T
A
I
L
D
I
T
C
H
0.
0
4
<
0
.
0
1
0
.
0
1
2
92
3
4
+
3
0
/
9
2
3
5
+
7
2
-
M
2
C
-
FI
L
L
/
D
I
T
C
H
0
.
0
2
0
.
0
1
0
.
0
2
3
94
0
6
+
8
6
/
9
4
0
8
+
0
1
-
M
2
C
-
54
"
P
I
P
E
/
D
I
T
C
H
0.
0
2
2
2
8
TO
T
A
L
S
:
0.
0
6
0
.
0
2
0
.
0
3
0
.
0
2
2
2
8
AT
N
R
e
v
i
s
e
d
3
/
3
1
/
0
5
SH
E
E
T
11/20/2012ROWAN COUNTY
NC
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DIVISION OF RAIL P-5206C
W
E
T
L
A
N
D
P
E
R
M
I
T
I
M
P
A
C
T
S
U
M
M
A
R
Y
SU
R
F
A
C
E
W
A
T
E
R
I
M
P
A
C
T
S
WE
T
L
A
N
D
I
M
P
A
C
T
S
PE
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1 P-5206C
ROWAN COUNTY
GRADING, DRAINAGE, PAVING, STRUCTURE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
AND HIGHWAYSTRACK & RAIL GRADING
T
I
P
P
R
O
J
E
C
T
:
P
-
5
2
0
6
C
D
C
N
LOCATION:
TYPE OF WORK:
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
RAIL ENGINEER
JULY 16, 2013
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
LEONARD FLETCHER, PE, PLS
JIMMY TERRY, PE
RIGHT OF WAY DATE:
ENGINEER
HYDRAULICS
SIGNATURE:
SUBMITTAL:
DATE:
P.E.
SIGNATURE:
P.E.
LETTING DATE:
PROJECT LENGTH
25 50 10050
25 5050
5 10
0
0
0
0
00
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
C
O
N
T
R
A
C
T
:
GRAPHIC SCALES
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
100
10 20
TGS
ENGINEERS
VICINITY MAP
52000.1.STR07T1B
SOUTH CHURCH ST.
-Y6- SR 1337
EAST CENTERVIEW ST.
-Y7-
EAST THOM ST
-Y8- SR 1232
EURY RD
-Y9- SR 1220
NORTH CENTRAL AVE
-Y11- TO GREENSBORO
TO CHARLOTTE
CHINA GROVE CITY LI
MITLANDIS CITY LIMIT
LANDIS CITY LIMIT
LANDIS CITY LIMIT
C
H
IN
A
G
RO
VE
C
ITY
LIM
IT
9
2
2
5
+
0
0
9
2
5
0
+
0
0
9
2
7
5
+
0
0
9
3
0
0
+
0
0
9
3
2
5
+
0
0
9
3
5
0
+
0
0
9
3
7
5
+
0
0
9
4
0
0
+
0
0
9
4
2
5
+
0
0
9
4
5
0
+
0
0
345
P
-
5
2
0
6
C
T
I
P
P
R
O
J
E
C
T
:
STA. -M1C- 9218+02.82 AH
STA. -M2C- 9218+02.82 AH
STA. -M1D- 9450+39.03 AH
BEGIN BRIDGE
-MAIN TRACK 1- STA. -M1C- 9403+90.42
END BRIDGE
-MAIN TRACK 1- STA. -M1C- 9405+20.69
RIGHT OF WAY PLANS
-M2C- STA. 9277+97.00 AH
-M2C- STA. 9277+98.49 BK=
-M1C- STA. 9278+00.00 AH
-M1C- STA. 9278+01.49 BK=
NCRR/NS MAINLINE REID TO NORTH KANNAPOLIS
RAILROAD ROADBED (MP 337.0 TO MP 348.3)
52000.1.STR08T3 R/W & UTIL.
4
5
6
7 8 9
1
0
11
12 13
14
15
16
17
18
19
2
0 21
CURB AND GUTTER, RETAINING WALLS, AND SIGNALS
MAIN TRACK 2 STA. -M2B- 9218+01.63 BK =
MAIN TRACK 1 STA. -M1B- 9218+00.00 BK =
BEGIN TIP PROJECT P-5206C
END TIP PROJECT P-5206B
-NC152-
AUGUST 31, 2012
LENGTH OF STRUCTURE TIP PROJECT
LENGTH OF RAIL TIP PROJECT
=0.025 MILES
=4.369 MILES
AUGUST 31, 2012
MAIN TRACK 2 STA. -M2C- 9449+97.71 BK =
SERVICE RD.
-SVC-18A
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CHINA GROVE AND LANDIS.
NORTH CHAPEL ST.
-Y44- SR 1242
KIMBALL RD EXT
-Y10-
SOUTH MAIN ST.
-YJ- SR 2739
BEGIN CONSTRUCTION
-Y10- STA. 10+08.00
END CONSTRUCTION
-Y10- STA 21+04.24
BEGIN CONSTRUCTION
-Y7- STA 10+30.00
END CONSTRUCTION
-Y7- STA 14+10.00
BEGIN CONSTRUCTION
-Y6- STA 12+31.00
END CONSTRUCTION
-Y6- STA 16+20.00
BEGIN CONSRUCTION
-SVC- STA 10+55.00
CORP. LICENSE NO. : C-0275
PH (704) 476 0003
SHELBY, NC 28150
804-C N. LAFAYETTE STREET
TGS ENGINEERS
MAIN TRACK 1 STA. -M1C- 9450+00.00 BK =
BEGIN TIP PROJECT P-5206D
END TIP PROJECT P-5206C
STA. -M2D- 9450+39.03 AH
A
R
T
MEN
N
A
S
O
H
NC DEPARTMENT OF
TRANSPORTATION
CN NNORTH CAROLINA
D
E
P
T
O
F TRA S PORT
T
IO
N
T
A TEOFN RT
C AR
O
LI
N
A
PLANNING AND DEVELOPMENT
C
WETLAND AND SURFACE WATER IMPACTS PERMIT
50’R
CURB +96.84
TIE TO EXIST.
+20.92
50’R
12’
12’+39.57
+53.50
E.
C
h
u
rc
h
S
t.
Tow
n
Town
C
old
Water
C
reek
C
o
ld
W
a
te
r
C
re
e
k
Dutch
C re e k
Cr
e
e
k
Grants
Creek
G
ra
n
ts
Creek
Corriher
Lake
Corp.
S
o
u
t
h
e
r
nC
o
r
p
.
Rice
St.
Pop. 3,855
29
29
153
152
BEGIN PROJECT
END PROJECT
China Grove
85
601
85
Landis
Pop. 3,033
152
152
601
342
341
343
344
N SR S 2007
N A D 83/
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:
SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 2
1"=50’ Horiz., 1"=10’ Vert.
ROADBED FROM -M2- STA. 9224+00.00 TO -M2- STA. 9238+00.00
& -M2- PROFILE
780
790
800
810
820
830
840
850
780
790
800
810
820
830
840
850
9224 9225 9226 9227 9228 9229 9230 9231 9232 9233 9234 9235 9236 9237 9238
MAIN TRACK 2
P-5206C - REID TO NORTH KANNAPOLIS
(
P
R
O
P
O
S
E
D
T
/
R
)
(
E
X
I
S
T
I
N
G
T
/
R
)
8
18
.4
0
FOR TRACK GEOMETRY DATA SEE
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H
T
O
S
H
T
.
4
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
2
2
4
+
0
0
.
0
0
M
A
T
C
H
T
O
S
H
T
.
6
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
2
3
8
+
0
0
.
0
0
SEE SHEET 22 FOR -M1C- GRADE
5
CORP. LICENSE NO. : C-0275
PH (704) 476 0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
SITE 1
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
9
2
2
5
9
2
3
0
9
2
3
5
-M1C-
-M2C-
-M1C-PINC 9232+38.21
-M2C- PINC 9232+38.21
DRIVE
8’ GRAVEL
HH
HH HH HH
SENSOR
"WILD"
SENSOR
"WILD" EOI
AATUR AATUR
EOI
1SFD
S
7
2
"
W
D CONC
W
W
GUY
POND
HTR
WD
9’ GR
GR
BB
W
8’
S
OI
L
ETHEL LN 10’ GR
W/LT
WD
V
A
R
C
O
N
C
10’ GR
1
0
’
G
R
WET AREA
1SF
G
BLK
ELEV. 818.89’
85.59’ RT
-BL- STA. 247+68.92
BM#8
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
C
MP
12
"
8
18
.8
8
8
19
.2
6
8
19
.6
8
8
2
0
.0
6
8
2
0
.4
8
8
2
0
.8
6
8
2
1.3
4
8
2
1.7
2
8
2
2
.11
8
2
2
.5
2
8
2
2
.9
5
8
2
3
.4
2
8
2
4
.0
5
8
2
4
.6
2
EXIST. GROUND
EXIST. TOP OF RAIL
1C
2C
3C
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL A
TAIL DITCH
RETAIN
DDE = 20 CY
TAIL DITCH -M1C- STA. 9228+00 LT
2:
1 D
B
( Not to Scale)
2:1
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
FROM -MC1- STA. 9235+10 TO STA. 9246+50, LT
SEE DETAIL ’C’
(SEE SHEETS 22 & 23 FOR GRADE)
HUBBARD WILLARD R & WF HUBBARD WILLIE S
GRANT HATTIE MAE WILLIAMS MAMIE NEELY WILLIAMS ROY EDWARD
PROPST SAM JONES
NESBIT HAZEL MCCREE
GRANT HATTIE MAE
HOG HILL QUEEN INC
HARDING BOBBIE
HARDING WALTER
ADRIANA M HERNANDEZ
WF PATTERSON
ROBERT SAMUEL &
PATTERSON
APPROX. LOCATION
PROPERTY LINES
BROWN BARRY T
GRIER LOUISE HEIRS
WILLIAMS ROY EDWARD
WILLIAMS MAMIE NEELY
APPROX. LOCATION
PROPERTY LINES
APPROX. LOCATION
PROPERTY LINES
VIOLA G
BROWN
NSRS 2007
NAD 83/
FF F F F F F F F F F F F F F F F F F
F F F F F
C C
C C C C C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:
SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 2
1"=50’ Horiz., 1"=10’ Vert.
ROADBED FROM -M2- STA. 9224+00.00 TO -M2- STA. 9238+00.00
& -M2- PROFILE
780
790
800
810
820
830
840
850
780
790
800
810
820
830
840
850
9224 9225 9226 9227 9228 9229 9230 9231 9232 9233 9234 9235 9236 9237 9238
MAIN TRACK 2
P-5206C - REID TO NORTH KANNAPOLIS
(
P
R
O
P
O
S
E
D
T
/
R
)
(
E
X
I
S
T
I
N
G
T
/
R
)
8
18
.4
0
FOR TRACK GEOMETRY DATA SEE
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H
T
O
S
H
T
.
4
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
2
2
4
+
0
0
.
0
0
M
A
T
C
H
T
O
S
H
T
.
6
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
2
3
8
+
0
0
.
0
0
SEE SHEET 22 FOR -M1C- GRADE
5
CORP. LICENSE NO. : C-0275
PH (704) 476 0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
SITE 1
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
805
806
807
8
0
7
8
0
8
808
808
808
8
0
8
8 0 9
809
809
809
809
809
809
809
809
809
8
1
0
810
810
8
10
8
1
0
810
8
10
8
1
0
810
810
810
810
810
810
8
10
810
810
810
810
810
8
11
811
811
8
11
811
811
8
1
1
811
811
8
1
1
811
811
811
8
11
811
8
11
811
811
8
12
8 12
812
812
8
1
2
812
812
812
812
8
1
2
812
8
1
2
812
8
1
2
812
8
1
2
812
8
13
813 813
813
813
813
813
813
813
813
813
813
813
8
1
3
8
13
813
813
814
814
814
814
8
1
4
814
814
814
8
1
4
814
814
814
814
814
814
814
814
814
814
814
8
1
4
814
814
8
14
8
14
814
814
814
8
14
814
814
815
815
815
815
815
815 815
815
815
815
815
815
815 815 815
815 815
815
815
815
8 15
815
815
815
815
815 815
815
815
815
815
815
815
815
815
815
815
8
1
5
815
815
815
815
815
815
8
15
815
815
8
1
5
815
815
815
816
816
816
816
816
816
816
816
816
816 816
816
816 816
816
816
816
8
16
8
16
816
8
1
6
816
816 816
816
816
816
816
816
816
8
16
8
16
816
8
1
6
816
816
816
816
816
817
817
817
817
817
817
817
817
817
817
817 817
817
817 817
817
817
817
8
17
817
817
817
817
817
817
8
1
7
817
817
8
1
7
817
817
818
818
818
818818
818818818
818
818
818
818
818
818 818 818 818
818
818
8
18
8
1
8
818
8
18
818
818
818
8
18
818818
818
818
818
818
818
819
819
819
819
819
819
819
819
819
819
819 819 819
819
819
8
19
819819
819
819
819
819
8
19
819
819
819
819
819
820
820
820
820
820
8
20
820820820
820
8
20
820
820 820 820
820 820 820 820 820 820
820 820
820
820
820
8
2
0
820820820
820
820
820
820820
820
820 820
820
820 820
821
821
821821
821
821
821 821
821
821
821
821
821
821
821
821
822
822
822
822
822
822
822
822
822
822
823
823
823
824
9
2
2
5
9
2
3
0
9
2
3
5
-M1C-
-M2C-
-M1C-PINC 9232+38.21
-M2C- PINC 9232+38.21
DRIVE
8’ GRAVEL
HH
HH HH HH
SENSOR
"WILD"
SENSOR
"WILD" EOI
AATUR AATUR
EOI
1SFD
S
7
2
"
W
D CONC
W
W
GUY
POND
HTR
WD
9’ GR
GR
BB
W
8’
S
OI
L
ETHEL LN 10’ GR
W/LT
WD
V
A
R
C
O
N
C
10’ GR
1
0
’
G
R
WET AREA
1SF
G
BLK
ELEV. 818.89’
85.59’ RT
-BL- STA. 247+68.92
BM#8
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
C
MP
12
"
8
18
.8
8
8
19
.2
6
8
19
.6
8
8
2
0
.0
6
8
2
0
.4
8
8
2
0
.8
6
8
2
1.3
4
8
2
1.7
2
8
2
2
.11
8
2
2
.5
2
8
2
2
.9
5
8
2
3
.4
2
8
2
4
.0
5
8
2
4
.6
2
EXIST. GROUND
EXIST. TOP OF RAIL
1C
2C
3C
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL A
TAIL DITCH
RETAIN
DDE = 20 CY
TAIL DITCH -M1C- STA. 9228+00 LT
2:
1 D
B
( Not to Scale)
2:1
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
FROM -MC1- STA. 9235+10 TO STA. 9246+50, LT
SEE DETAIL ’C’
(SEE SHEETS 22 & 23 FOR GRADE)
HUBBARD WILLARD R & WF HUBBARD WILLIE S
GRANT HATTIE MAE WILLIAMS MAMIE NEELY WILLIAMS ROY EDWARD
PROPST SAM JONES
NESBIT HAZEL MCCREE
GRANT HATTIE MAE
HOG HILL QUEEN INC
HARDING BOBBIE
HARDING WALTER
ADRIANA M HERNANDEZ
WF PATTERSON
ROBERT SAMUEL &
PATTERSON
APPROX. LOCATION
PROPERTY LINES
BROWN BARRY T
GRIER LOUISE HEIRS
WILLIAMS ROY EDWARD
WILLIAMS MAMIE NEELY
APPROX. LOCATION
PROPERTY LINES
APPROX. LOCATION
PROPERTY LINES
VIOLA G
BROWN
NSRS 2007
NAD 83/
FF F F F F F F F F F F F F F F F F F
F F F F F
C C
C C C C C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:
SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TRACK & RAIL GRADING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 3
1"=50’ Horiz., 1"=10’ Vert.
850
790
800
810
820
830
840
850
MAIN TRACK 2
ROADBED FROM -M2- STA. 9396+00.00 TO -M2- STA. 9410+00.00
& -M2- PROFILE
FOR TRACK GEOMETRY DATA SEE
790
800
810
820
830
840
850
9396 9397 9398 9399 9400 9401 9402 94079406940594049403 9408 9409 9410
P-5206C - REID TO NORTH KANNAPOLIS
8
3
6
.2
0
(
E
X
I
S
T
I
N
G
T
/
R
)
(
P
R
O
P
O
S
E
D
T
/
R
)
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H
T
O
S
H
T
.
1
7
M
A
T
C
H
L
I
N
E
S
T
A
.
-
M
2
-
9
3
9
6
+
0
0
.
0
0
M
A
T
C
H
T
O
S
H
T
.
1
9
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
4
1
0
+
0
0
.
0
0
18
SEE SHEET 29 FOR -M1C- GRADE
SEE SHEET 15A FOR -Y10- PLAN
SEE SHEET 32 FOR -Y10- GRADE
ELEV. = 827.38’
110.80’ RT OF -M2C- STA 9403+33.51
BM#14 RR SPIKE IN SOUTH ROOT OF 30" OAK
8
3
6
.
6
0
8
3
1
.
4
6
-Y10- STA. 12+25.00
-Y10- STA. 15+60.00
CONSTRUCTION
KIMBALL RD EXT
SEE SHEET 18A FOR
SEE SHT 2-G FOR CLOSURE DETAIL.
PAVEMENT REMOVAL
CORP. LICENSE NO. : C-0275
PH (704) 476 0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT
= 100
= 117
= 809.65
= 117
= 809.65
= 54.0
-M2C- Sta. 9407+44
SEE SHEET 18A
SEE SHEET 18A
S
E
E
S
H
E
E
T
1
8
A
T
E
M
P
O
R
A
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
E
A
S
E
M
E
N
T
R
E
V
IS
E
D
O
N
P
A
R
C
E
L
3
3
C
D
U
E
T
O
A
D
D
I
T
I
O
N
O
F
P
R
O
P
O
S
E
D
B
E
R
M
D
I
T
C
H
.
T
D
E
A
T
S
T
R
E
A
M
O
U
T
LE
T
R
E
V
IS
E
D
T
O
P
D
E
A
N
D
R
E
D
U
C
E
D
T
O
E
LIM
IN
A
T
E
P
D
E
O
N
D
U
K
E
R
IG
H
T
O
F
W
A
Y
P
E
R
N
C
D
O
T
R
A
I
L
D
I
V
I
S
IO
N
.
N
C
D
O
T
T
O
A
C
Q
U
I
R
E
R
I
G
H
T
O
F
W
A
Y
O
N
P
A
R
C
E
L
3
2
C
F
O
R
N
C
R
R
.
N
O
T
E
S
R
E
M
O
V
E
D
A
N
D
P
E
R
M
A
N
E
N
T
R
A
I
LR
O
A
D
P
R
O
P
E
R
T
Y
A
D
D
E
D
.
D
A
T
E
:
N
O
V
E
M
B
E
R
1
9
,
2
0
1
2
R
IG
H
T
O
F
W
A
Y
R
E
V
I
S
I
O
N
S
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
(-)0.3775%
(-)0.3775%(-)0.3775%
LC -Y10-
8
3
6
.
6
0
8
3
6
.
2
2
8
3
5
.
8
5
8
3
5
.
4
7
8
3
5
.
0
9
8
3
4
.
7
1
8
3
4
.
3
4
8
3
3
.
9
6
8
3
3
.
5
8
8
3
3
.
2
0
8
3
2
.
8
3
8
3
2
.
4
5
8
3
2
.
0
7
8
3
1
.
7
1
8
2
9
.7
9
8
2
9
.7
8
8
2
9
.8
7
8
3
0
.5
9
8
3
0
.14
8
3
1.17
8
3
2
.9
4
8
3
2
.3
4
8
3
1.7
6
8
3
3
.6
1
8
3
4
.19
8
3
5
.14
8
3
4
.6
8
8
3
5
.6
6
E
N
D
B
R
I
D
G
E
-
M
2
C
-
S
T
A
. 9
4
0
5
+
17
.0
0
B
E
G
I
N
B
R
I
D
G
E
-
M
2
C
-
S
T
A
. 9
4
0
3
+
8
6
.7
3
END DITCH GRADE LT
-M2C- STA. 9400+00 EL 828.64
VPC 9408+45.00
TOP OF RAIL EL 831.90
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
PI DITCH GRADE RT
-M2C- STA. 9401+00 EL 827.72
(-) 0.4000% (RT)
(-) 0.4000% (LT)
(-) 0.4000%
END DITCH GRADE RT
-M2C- STA. 9407+40 EL 804.30
(.750 THICK)
PROP. 54" WELDED STEEL
PLUG & FILL
CULVERT
CONC & STONE
EXIST. 24"X24"
(-) 0.4000%
BEG DITCH GRADE RT
-M2C- STA. 9405+15
EL 805.20
(-
)
3
.2300%
PI DITCH GRADE RT
-M2C- STA. 9403+00 EL 821.26
END DITCH GRADE RT
-M2C- STA. 9403+63 (60.1’ RT) EL 821.00
BASE OF RAIL TO
TOP OF STRUCTURE=
23.17FT
TO BE REMOVED
EXISTING TRACKBED
9
4
10
9
4
0
0
-M1C-TS 9401+34.62
-M2C-TS 9401+13.16
-M1C-SC 9402+58.62
-M2C-SC 9402+37.16
-M1C-
-M2C-
-M1C-CS 9405+71.23
-M1C-ST 9406+95.23
-M2C-ST 9407+04.96
-M2C-CS 9405+80.96
-
Y
1
0
-
K
i
m
b
a
l
l
R
d
E
x
t
DISTURB
DO NOT
(SEE SHEET 18A)
BRIDGE
PROPOSED RAILROAAD
TES TES
TES
TES
HH
HHH
H
T
BUNGALOW
AATUR
AATUR EOI
18" RCP
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
CEMETERY
WD POSTS
BST
2SBKCH
GUY
12" RCP
12" RCP
60" C
H
L
E
U
D
Y
R
D
S
R
12
2
0
17
’
B
S
T
8
4
" GR
9’ GR
12" RCP
12"RCP
15"RCP
36
" C
O
N
C
48" C
O
N
C
7
2"
C
ONC
7
2"
CONCC
O
N
C
15
"
R
C
P
H
A
Z
E
L
S
T
6
0
"C
H
L
S
T
O
WE
R
W/LT
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOODR
C
P
12
"
18"RCP
CROSS ARM
CROSS ARM
SIG
SIG
GATE
CABLE
GATE
CABLE
OHU LINE
O
H
U
L IN
E
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
60" C
H
L
15
"
R
C
P
6
0
"C
H
L
S
T
O
WE
R
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOOD
GATE
CABLE
S
PB 9995 PG 617
DB 1163 PG 479
TAMMY U ERVIN
MICHAEL E &
DB 1091 PG 1
DEVELOPMENT LLC
CRAFT
EA
SE M EN
T
D
U
K
E PO
W ER
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
PI Sta 13+36.76
D
L = 156.83’
T = 80.70’
R = 270.00’
PI Sta 11+53.08
D
L = 113.50’
T = 56.99’
R = 500.00’
-Y9-
-Y9-PT 12+09.58
-Y9-PC 12+56.07
-Y9- PT 14+12.90 13+TES TES
TES
TES
-Y44- P
O
C
12
+
15
.0
0
-Y10- PO
T
10
+
0
0
.0
0
-
Y4
4
-
P
C
10
+
7
1.2
6
-
Y4
4
-
P
O
T
10
+
0
0
.0
0
-Y9-POT 10+00.00
-Y9-PC 10+96.08
TO BE REMOVED
AT-GRADE CROSSING
EXISTING EUDY RD.
SAWCUT.
MINIMUM OF 5’ FROM
GUARDRAIL FACE A
END SECTIONS. SET
WITH TWO TERMINAL
INSTALL GUARDRAIL
SAWCUT.
MINIMUM OF 5’ FROM
SET GUARDRAIL FACE A
TERMINAL END SECTIONS.
INSTALL GUARDRAIL WITH TWO
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EUDY RD.
ABANDON
EUDY RD.
ABANDON
SEE DETAIL ’L’
REMOVE
REMOVE
REMOVE
DRAIN
GRADE TO
DRAIN
GRADE TO
HW
HW
P
P
R
E
T
A
I
N
EST. 60 SY
FILTER FABRIC
EST. 40 TONS
CLASS I RIP RAP
TRANSITION
CUT TO FILL
C
L
B
R
IP
R
A
P
C
B
N
S
S
G
2
G
I
PLUG & FILL
EST: 30 SY
FILTER FABRIC
EST: 15 TONS
CL I RIP RAP
SEE DETAIL N
FALSE SUMP
FROM -L- STA. 9405+15 TO STA. 9407+40, RT
B
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
2:
1
SEE DETAIL ’C’
EST: 62 SY
FILTER FABRIC
EST: 33 TONS
CL I RIP RAP
EXISTING TRACK
25’ FROM CENTERLINE OF
SHALL BE USED AT A MIN.
TRENCHLESS INSTALLATION
(0.750" THICK)
54" WELDED STEEL
SEE DETAIL ’O’
HW
1
5
"
R
C
P
-
I
V
C
B
2
E
L
B
O
W
S
3
0"
C
S
P
W/
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9391+00 TO STA. 9403+63, RT
S
EEXS-
S
E
C
T Slope
Ditch
Front
2:1
D
B
40:1
B= SEE XS-SECT
Min. D= 1Ft.
Ground
Natural
( Not to Scale)
DETAIL L
B
2:12:
1
( Not to Scale)
STANDARD BASE DITCH
DETAIL O
Ground
Natural
Ground
Natural
-M1C- STA. 9407+56, LT
2:1
40:1
XS-SECT
( Not to Scale)
SEE SEE XS-SECT
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9407+50 TO STA. 9416+50, RT
Slope
Ditch
Front
2:1
Ground
Natural
( Not to Scale)
DETAIL R
SEE XS-SECT
6’
VAR.
SEE DETAIL ’R’
HW
30" RCP-III
SEE DETAIL ’Q’
36" RCP-III
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL E
B= 5 Ft.
Min. D= 1Ft.
FROM -MC2-STA. 9387+00 TO STA. 9400+00, LT
Slope
Ditch
FrontGround
Natural
SEE DETAIL ’E’
SEE DETAIL ’L’
DDE=50 CY
B= 5 Ft.
S
E
E
D
E
TA
IL
’
P
’
S
E
C
T
IO
N
X-
X
(APPROXIMATE LOCATION)
PURCHASED BY NCRR
RIGHT OF WAY SHOWN
30C
31C
43C
PRP PRP
PRP PRP
PRP
CH OF CHRIST MT ZION UN
OF CHINA GROVE
CH LUTHERAN CHAPEL
CH LUTHERAN CHAPEL
APPROX. LOCATION
PROPERTY LINES N
S
RS
2
0
0
7
N
AD
8
3
/
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F F F
F
F F F
C
C
F
C
C
C C C
C
C C C C C
F F
C
C
C
C
C
C
C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:
SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TRACK & RAIL GRADING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 3
1"=50’ Horiz., 1"=10’ Vert.
850
790
800
810
820
830
840
850
MAIN TRACK 2
ROADBED FROM -M2- STA. 9396+00.00 TO -M2- STA. 9410+00.00
& -M2- PROFILE
FOR TRACK GEOMETRY DATA SEE
790
800
810
820
830
840
850
9396 9397 9398 9399 9400 9401 9402 94079406940594049403 9408 9409 9410
P-5206C - REID TO NORTH KANNAPOLIS
8
3
6
.2
0
(
E
X
I
S
T
I
N
G
T
/
R
)
(
P
R
O
P
O
S
E
D
T
/
R
)
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H
T
O
S
H
T
.
1
7
M
A
T
C
H
L
I
N
E
S
T
A
.
-
M
2
-
9
3
9
6
+
0
0
.
0
0
M
A
T
C
H
T
O
S
H
T
.
1
9
M
A
T
C
H
LI
N
E
S
T
A
.
-
M
2
-
9
4
1
0
+
0
0
.
0
0
18
SEE SHEET 29 FOR -M1C- GRADE
SEE SHEET 15A FOR -Y10- PLAN
SEE SHEET 32 FOR -Y10- GRADE
ELEV. = 827.38’
110.80’ RT OF -M2C- STA 9403+33.51
BM#14 RR SPIKE IN SOUTH ROOT OF 30" OAK
8
3
6
.
6
0
8
3
1
.
4
6
-Y10- STA. 12+25.00
-Y10- STA. 15+60.00
CONSTRUCTION
KIMBALL RD EXT
SEE SHEET 18A FOR
SEE SHT 2-G FOR CLOSURE DETAIL.
PAVEMENT REMOVAL
CORP. LICENSE NO. : C-0275
PH (704) 476 0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT
= 100
= 117
= 809.65
= 117
= 809.65
= 54.0
-M2C- Sta. 9407+44
SEE SHEET 18A
SEE SHEET 18A
S
E
E
S
H
E
E
T
1
8
A
T
E
M
P
O
R
A
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
E
A
S
E
M
E
N
T
R
E
V
IS
E
D
O
N
P
A
R
C
E
L
3
3
C
D
U
E
T
O
A
D
D
I
T
I
O
N
O
F
P
R
O
P
O
S
E
D
B
E
R
M
D
I
T
C
H
.
T
D
E
A
T
S
T
R
E
A
M
O
U
T
LE
T
R
E
V
IS
E
D
T
O
P
D
E
A
N
D
R
E
D
U
C
E
D
T
O
E
LIM
IN
A
T
E
P
D
E
O
N
D
U
K
E
R
IG
H
T
O
F
W
A
Y
P
E
R
N
C
D
O
T
R
A
I
L
D
I
V
I
S
IO
N
.
N
C
D
O
T
T
O
A
C
Q
U
I
R
E
R
I
G
H
T
O
F
W
A
Y
O
N
P
A
R
C
E
L
3
2
C
F
O
R
N
C
R
R
.
N
O
T
E
S
R
E
M
O
V
E
D
A
N
D
P
E
R
M
A
N
E
N
T
R
A
I
LR
O
A
D
P
R
O
P
E
R
T
Y
A
D
D
E
D
.
D
A
T
E
:
N
O
V
E
M
B
E
R
1
9
,
2
0
1
2
R
IG
H
T
O
F
W
A
Y
R
E
V
I
S
I
O
N
S
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
(-)0.3775%
(-)0.3775%(-)0.3775%
LC -Y10-
8
3
6
.
6
0
8
3
6
.
2
2
8
3
5
.
8
5
8
3
5
.
4
7
8
3
5
.
0
9
8
3
4
.
7
1
8
3
4
.
3
4
8
3
3
.
9
6
8
3
3
.
5
8
8
3
3
.
2
0
8
3
2
.
8
3
8
3
2
.
4
5
8
3
2
.
0
7
8
3
1
.
7
1
8
2
9
.7
9
8
2
9
.7
8
8
2
9
.8
7
8
3
0
.5
9
8
3
0
.14
8
3
1.17
8
3
2
.9
4
8
3
2
.3
4
8
3
1.7
6
8
3
3
.6
1
8
3
4
.19
8
3
5
.14
8
3
4
.6
8
8
3
5
.6
6
E
N
D
B
R
I
D
G
E
-
M
2
C
-
S
T
A
. 9
4
0
5
+
17
.0
0
B
E
G
I
N
B
R
I
D
G
E
-
M
2
C
-
S
T
A
. 9
4
0
3
+
8
6
.7
3
END DITCH GRADE LT
-M2C- STA. 9400+00 EL 828.64
VPC 9408+45.00
TOP OF RAIL EL 831.90
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
PI DITCH GRADE RT
-M2C- STA. 9401+00 EL 827.72
(-) 0.4000% (RT)
(-) 0.4000% (LT)
(-) 0.4000%
END DITCH GRADE RT
-M2C- STA. 9407+40 EL 804.30
(.750 THICK)
PROP. 54" WELDED STEEL
PLUG & FILL
CULVERT
CONC & STONE
EXIST. 24"X24"
(-) 0.4000%
BEG DITCH GRADE RT
-M2C- STA. 9405+15
EL 805.20
(-
)
3
.2300%
PI DITCH GRADE RT
-M2C- STA. 9403+00 EL 821.26
END DITCH GRADE RT
-M2C- STA. 9403+63 (60.1’ RT) EL 821.00
BASE OF RAIL TO
TOP OF STRUCTURE=
23.17FT
TO BE REMOVED
EXISTING TRACKBED
9
4
10
9
4
0
0
-M1C-TS 9401+34.62
-M2C-TS 9401+13.16
-M1C-SC 9402+58.62
-M2C-SC 9402+37.16
-M1C-
-M2C-
-M1C-CS 9405+71.23
-M1C-ST 9406+95.23
-M2C-ST 9407+04.96
-M2C-CS 9405+80.96
-
Y
1
0
-
K
i
m
b
a
l
l
R
d
E
x
t
DISTURB
DO NOT
(SEE SHEET 18A)
BRIDGE
PROPOSED RAILROAAD
TES TES
TES
TES
HH
HHH
H
T
BUNGALOW
AATUR
AATUR EOI
18" RCP
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
CEMETERY
WD POSTS
BST
2SBKCH
GUY
12" RCP
12" RCP
60" C
H
L
E
U
D
Y
R
D
S
R
12
2
0
17
’
B
S
T
8
4
" GR
9’ GR
12" RCP
12"RCP
15"RCP
36
" C
O
N
C
48" C
O
N
C
7
2"
C
ONC
7
2"
CONCC
O
N
C
15
"
R
C
P
H
A
Z
E
L
S
T
6
0
"C
H
L
S
T
O
WE
R
W/LT
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOODR
C
P
12
"
18"RCP
CROSS ARM
CROSS ARM
SIG
SIG
GATE
CABLE
GATE
CABLE
OHU LINE
O
H
U
L IN
E
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
60" C
H
L
15
"
R
C
P
6
0
"C
H
L
S
T
O
WE
R
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOOD
GATE
CABLE
S
PB 9995 PG 617
DB 1163 PG 479
TAMMY U ERVIN
MICHAEL E &
DB 1091 PG 1
DEVELOPMENT LLC
CRAFT
EA
SE M EN
T
D
U
K
E PO
W ER
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
7
9
9
7
9
9
800
8
0
0
801
8
0
1
802
8
0
3
8
0
3
804
804
804
80
4
8 0 5
805
805
8
0
5
8
0
5
805
805
80
5
805
805
8
0
5
8
0
5
8 0 6
8
0
6
806
806
8
0
6
806
8
0
6
8
0
6
8
0
7
8
0
7
807
807
8
0
7
807
808
808
808
808
8
0
8
808
808
809
8
0
9
809
809
809
809
8
0
9
809
8
0
9
8
1
0
810
8
1
0
8
10
810
8
10
810
8
1
0
810
8
1
0
810
8
10
8
1
0
810
810
810
810 810
8
1
0
810
8
10
8
1
0
811
811
811
8
11
8
11
811
811
811
811
811
8
11
8
1
1
8
1
2
812
812
8
12
812
812
812 8
1
2
812
812
812
8
12
8
1
2
813
813
813
813
813
813
813
813
813
813
8
1
4
814
814
814
8
14
814
814
8
1
4
814
814
814 814
8
1
4
8
1
5
8
1
5
815 8
15
815
8
1
5
815
815 815 815
815
8
15
8
15
815
815
8
15
8
15
815
815
8
15
8
1
5
815
815
815
8
15
8
15
815
8
16
816
8
16
816 816
816
8
1
6
816
816
816
817 817
817
817
817
817
8
17
8
1
7
8
1
7
8
1
8
818
818
818
818
818
818
818818
8
1
9
819
819
8
1
9
819
819
8
1
9
819
8
2
0
8
2
0
820
820
820
820
820
820
820 820
820
820
820
820
8
2
0
820
820820
821
821
821
821
821
821
821
821821
822
822
822
822
822
822
8
2
2
822822
8
2
3
823
823
823
823
823
823
823
8
2
3
823
824
824
824
824
824 824
824824
824
8
2
4
8
2
5
8
2
5
825
825 825 825
825
825 825 825 825
825825825
825825
825825
8
2
5
8
2
5
82
6
826
826
826
826 826
826826
826
826
826
827
827
827
827
827
827
827827
827827
8
2
7
827
8
2
8
828
828
828
828 828
828
828
828
828
8
2
8
828
829
829
829
829
829 829
829829
829
829
829
8
2
9
8
2
9
8
2
9
8
3
0
830
830
830
830
830
830
830
830 830
830830
830
830
830830
830
8
3
0
830
8
3
0
830
830
830
8
3
1
8
3
1
831
831
831
831
831
831
831
831
831
831
831
8
3
1
832
832
8
3
2
832
832
832
8
3
2
832
8
3
2
832
832
832
832
832
832
832
8
3
2
8
3
2
8
3
3
833
8
3
3
833
833
833
833
833
833
8
3
3
833
833
833
833
833
8
3
3
8
3
3
834
834
8
3
4
834
834
834
834
834
834
8
3
4
8
3
4
834
834
8
3
5
835
835
8
3
5
835
835
835
835835
835 835
8
3
5
835835
835
835
835
8
3
5
835
8
3
5
835
8
3
5
8
3
6
836836
836
836
836
836
836
8
3
6
8
3
7
837
837
8
3
7
837
8
3
7
837
837
837
838
8
3
8
8
3
8
838
8
3
8
8
3
8
8
3
8
838
8
3
8
839
8
39
839
8
3
9
8
3
9
8
3
9
839
839
840840840
8
4
0
8
4
0
840
840 840
840
840
840
8
4
0
8
4
1
841
841
841
8
4
1
841
841
8
4
1
8
4
1
841
8
4
1
842
842
842
842
842
84
3
8
4
3
843
8
4
4
844
844
844
PI Sta 13+36.76
D
L = 156.83’
T = 80.70’
R = 270.00’
PI Sta 11+53.08
D
L = 113.50’
T = 56.99’
R = 500.00’
-Y9-
-Y9-PT 12+09.58
-Y9-PC 12+56.07
-Y9- PT 14+12.90 13+TES TES
TES
TES
-Y44- P
O
C
12
+
15
.0
0
-Y10- P
O
T
10
+
0
0
.0
0
-
Y4
4
-
P
C
10
+
7
1.2
6
-
Y4
4
-
P
O
T
10
+
0
0
.0
0
-Y9-POT 10+00.00
-Y9-PC 10+96.08
TO BE REMOVED
AT-GRADE CROSSING
EXISTING EUDY RD.
SAWCUT.
MINIMUM OF 5’ FROM
GUARDRAIL FACE A
END SECTIONS. SET
WITH TWO TERMINAL
INSTALL GUARDRAIL
SAWCUT.
MINIMUM OF 5’ FROM
SET GUARDRAIL FACE A
TERMINAL END SECTIONS.
INSTALL GUARDRAIL WITH TWO
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EUDY RD.
ABANDON
EUDY RD.
ABANDON
SEE DETAIL ’L’
REMOVE
REMOVE
REMOVE
DRAIN
GRADE TO
DRAIN
GRADE TO
HW
HW
P
P
R
E
T
A
I
N
EST. 60 SY
FILTER FABRIC
EST. 40 TONS
CLASS I RIP RAP
TRANSITION
CUT TO FILL
C
L
B
R
IP
R
A
P
C
B
N
S
S
G
2
G
I
PLUG & FILL
EST: 30 SY
FILTER FABRIC
EST: 15 TONS
CL I RIP RAP
SEE DETAIL N
FALSE SUMP
FROM -L- STA. 9405+15 TO STA. 9407+40, RT
B
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
2:
1
SEE DETAIL ’C’
EST: 62 SY
FILTER FABRIC
EST: 33 TONS
CL I RIP RAP
EXISTING TRACK
25’ FROM CENTERLINE OF
SHALL BE USED AT A MIN.
TRENCHLESS INSTALLATION
(0.750" THICK)
54" WELDED STEEL
SEE DETAIL ’O’
HW
1
5
"
R
C
P
-
I
V
C
B
2
E
L
B
O
W
S
3
0"
C
S
P
W/
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9391+00 TO STA. 9403+63, RT
S
EEXS-
S
E
C
T Slope
Ditch
Front
2:1
D
B
40:1
B= SEE XS-SECT
Min. D= 1Ft.
Ground
Natural
( Not to Scale)
DETAIL L
B
2:12:
1
( Not to Scale)
STANDARD BASE DITCH
DETAIL O
Ground
Natural
Ground
Natural
-M1C- STA. 9407+56, LT
2:1
40:1
XS-SECT
( Not to Scale)
SEE SEE XS-SECT
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9407+50 TO STA. 9416+50, RT
Slope
Ditch
Front
2:1
Ground
Natural
( Not to Scale)
DETAIL R
SEE XS-SECT
6’
VAR.
SEE DETAIL ’R’
HW
30" RCP-III
SEE DETAIL ’Q’
36" RCP-III
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL E
B= 5 Ft.
Min. D= 1Ft.
FROM -MC2-STA. 9387+00 TO STA. 9400+00, LT
Slope
Ditch
FrontGround
Natural
SEE DETAIL ’E’
SEE DETAIL ’L’
DDE=50 CY
B= 5 Ft.
S
E
E
D
E
TA
IL
’
P
’
S
E
C
T
IO
N
X-
X
(APPROXIMATE LOCATION)
PURCHASED BY NCRR
RIGHT OF WAY SHOWN
30C
31C
43C
PRP PRP
PRP PRP
PRP
CH OF CHRIST MT ZION UN
OF CHINA GROVE
CH LUTHERAN CHAPEL
CH LUTHERAN CHAPEL
APPROX. LOCATION
PROPERTY LINES N
S
RS
2
0
0
7
N
AD
8
3
/
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F F F
F
F F F
C
C
F
C
C
C C C
C
C C C C C
F F
C
C
C
C
C
C
C
FILL IN WETLANDS
SITE 1
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140
150150
150
810 810
815 815
820 820
825 825
830 830
835 835
805 8059226+50.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059227+00.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059227+50.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059228+00.00
810 810
815 815
820
825
830
835
805 805
9228+50.00
X-5P-5206C
-M2C-
5 10
INFORMATIONAL PURPOSE ONLY.
BALLAST AND RAIL ARE SHOWN FOR
E
XIS
T
.
R
R
R
/W
E
XIS
T
.
R
R
R
/W
819.47
- M1C -
STA 9226+50.00
E
XIS
T.
TR
A
C
K
2:1
S.S. 812.65
E
XI
S
T.
R
R
R
/W
E
XIS
T
.
R
R
R
/W
819.68
- M1C -
STA 9227+00.00
E
XI
S
T
.
T
R
A
C
K
2:1
S.S. 811.82
E
XIS
T
.
R
R
R
/W
E
XIS
T.
R
R
R
/W
819.88
- M1C -
STA 9227+50.00
E
XIS
T
.
T
R
A
C
K
2:1
S.S. 811.67
E
XIS
T
.
R
R
R
/W
E
XIS
T
.
R
R
R
/W
820.07
- M1C -
STA 9228+00.00
E
XIS
T.
TR
A
C
K
2:1
S.S. 811.70
E
XIS
T
.
R
R
R
/W
E
XIS
T.
R
R
R
/W
820.31
- M1C -
STA 9228+50.00
E
XIS
T.
T
R
A
C
K
2:1
S.S. 812.06
SITE 2
MECHANIZED CLEARING
FILL IN WETLANDS
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140
150150
150
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059234+00.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059234+50.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059235+00.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059235+50.00
X-8P-5206C
-M2C-
5 10
INFORMATIONAL PURPOSE ONLY.
BALLAST AND RAIL ARE SHOWN FOR
E
XIS
T
.
R
R
R
/W
E
XIS
T
.
R
R
R
/W
822.52
- M1C -
STA 9234+00.01
E
XIS
T
.
TR
A
C
K
2:1
S.S. 809.60
E
XIS
T
.
R
R
R
/W
E
XIS
T.
R
R
R
/W
822.72
- M1C -
STA 9234+50.01
E
XIS
T
.
TR
A
C
K
2:1
S.S. 809.40
E
XIS
T.
R
R
R
/W
E
XI
S
T
.
R
R
R
/W
822.96
- M1C -
STA 9235+00.01
E
XIS
T
.
T
R
A
C
K
2:1
S.S. 809.55
E
XIS
T
.
R
R
R
/W
E
XIS
T.
R
R
R
/W 823.23
- M1C -
STA 9235+50.01
E
XIS
T
.
T
R
A
C
K
2:1
809.40
2:
1
S.S. 810.11