20121107 Ver 1_Wetland Impact Summary_20130318

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3/8/2013ROWAN COUNTY
NC

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DIVISION OF RAIL P-5206B

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ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3

OTHER THAN MAIN TRACK
MAIN TRACK
LENGTH OF RAIL TIP PROJECT
VICINITY MAP
BEGIN PROJECT
END PROJECT
5
6
7
8
9
181716
15
1.1 MILES
5.2 MILES
3.8 MILES
_
85
_
85
SALISBURY
CHINA GROVE
29
LENGTH OF ROADWAY TIP PROJECT 0.2 MILES
TO
GREENSBORO
TO CHARLOTTE
Salisbury
of
Satellite
Airport
County
Rowan
Faith
Mills
Rowan
Grove
China
(150
N
orfolk
S o u th e rn
C
o
rp
.
(PROPOSED)
CP "SUMNER"
340
341
3393
3
8
3
3
7
(TO BE RETIRED)
(EXISTING)
CP "REID"
(SR 2539)
PEACH ORCHARD ROAD
(SR 2662)
HADER STREET
(SR 2545)
PEACH ORCHARD LANE
(SR 2538)
PEELER ROAD
(SR 1505)
MT. HOPE CHURCH ROAD
14
13
4
(PRIVATE)
NOBLE ACRES DRIVE
(PRIVATE)
REID FARM ROAD
INCOMPLETE PLANSINCOMPLETE PLANS

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
A
R
T
MEN
N
A
S
O
H
NC DEPARTMENT OF
TRANSPORTATION
CN
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SUBMITTAL:
DATE:
PLANNING AND DEVELOPMENT

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
00
See Sheet 1-A For Index of Sheets
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:
RAIL DIVISIONS
STATE OF NORTH CAROLINA
PROJECT LENGTH

RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
N CNORTH CAROLINA
D
C
N
P
-
5
2
0
6
B
P-5206B
52000.1.STR05T1B
50 100
50
10 20
100
50
50
10
90% PLANS
DONALD H. ARANT, P.E.
TONI R. WILSON, E.I.
ROWAN COUNTY
CP "REID" (MP 337.1) TO SOUTH OF MT. HOPE CHURCH
ROAD (MP 340.9) ON THE NCRR/NS MAINLINE
SEPTEMBER 2012
JULY 2013
1

BY P-5206A CONTRACTOR)
(TO BE CONSTRUCTED
(SR 2538)
PROP. PEELER ROAD GS
NCDOT PROJECT MANAGER
MATTHEW B. SIMMONS, P.E.
-M2- STA. 9011+00.00
-M1- STA. 9011+00.00
PROP. MAIN TRACKS #1 & #2
BEGIN TIP PROJECT P-5206B
-M2- STA. 9218+02.82 AH
-M2- STA. 9218+01.63 BK =
PROP. MAIN TRACK #2
-M1- STA. 9218+02.82 AH
-M1- STA. 9218+00.00 BK =
PROP. MAIN TRACK #1
BEGIN TIP PROJECT P-5206C
END TIP PROJECT P-5206B
52000.1.STR06T3
52000.3.STR02T4D
43219.2.STR08P5206
PE, UTL PE
PE, UTL PE
ROW
UTL CONST., CONST.
GRADING, DRAINAGE, PAVING, AND CURB AND GUTTER
12
11
10
JANUARY 25, 2012
(SR 1500)
WEBB ROAD
RAIL PROJECT ENGINEER
RAIL DESIGN ENGINEER
JOSH DALTON, P.E.
RICHARD ODYNSKI, P.E.
HYDROLOGY ENGINEER
ROADWAY ENGINEER
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ROWAN COUNTY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED IN METHOD III.
Prepared in the Offices of:
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
SWAMP
SWAMP
SWAMP
POND
9038 9039 9040 9041 9042 9043 9044 9045 9046 9047 9048 9049 9050 90519037
810
800
790
780
770
760
750
740
730
810
800
790
780
770
760
750
740
730
6
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9
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RR-03
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M2-
1
4
’
M
I
N
.
TO GREENSBORO
TO CHARLOTTE
STREAM SD
9
1
’
10
9
’
0.00’
-M2- +98.72
55.38’
-M2- +98.72
57.17’
-M2- +99.12
CONTRACTOR)
(BY P-5206A
PROP. DRAINAGE
(BY NS)
PROP. MAIN TRACK #2
TO REMAIN
EXIST. STRUCTURE

P-5206A PROJECT
EASEMENTS BY
PROP. R/W AND
BY NS
RELOCATED
GATE TO BE
EXIST. CABLE
HH
HH
TT
T
AATUR
AATUR
AATUR
AATUR
INV=759.13’
TOP=764.43’
84" CONC HW
3
6
"
C
I
B
O
X

C
U
L
V
E
R
T
3
0
"x
3
0
"
S
T
O
N
E
S
3
6
"
R
C
P
12" RCP
1SMTLBUSGR
S
S
6
0
"
W
W
12’ CONC HW
GATE
CABLE
HW&WW
CONC
SOIL
3
0
"C
MP
INV=759.13’
INV=761.93’
INV=758.36’
INV=758.80’
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
471 113
FLEMING CANDY CO INC
471 008
SALISBURY CITY OF
471 036
ROWAN CORPORATION
407 001
MARTIN MARIETTA MATERIALS INC
407 109
KEEN JOHNNY LEE
471 072
ROWAN INVESTMENT CO INC.
401 051
ELDRIDGE JR
ORBISON EDWARD
471 072
CO INC.
ROWAN INVESTMENT
1B
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
CC
C C
C C
48" WELDED STEEL
TRENCHLESS INSTALLATION
FLOWABLE FILL
FILL PIPE WITH
PLUG
PLUG
INV 759.0
INV 758.0
30" CMP
REMOVE
12" RCP
REMOVE
HW
EW
106.5’
+00
109.4’
+65
0601
0602
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 6
SLOPE = 0.50%
EST DDE 37 CY
(ON BANKS ONLY)
W/ CL ’I’ RIP RAP
4’ BASE TAIL DITCH
(PLAN SHEET 3-B)
SEE DETAIL 4W/ CLASS B RIP RAP
SPECIAL LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
P
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(-)0.2656%
R = 0.1290
VC = 600’
EL = 781.28’
VPI = 9044+50.00
VC #4
(+)0.5082%
MAIN TRACK #2
T/RAIL PROP.
MAIN TRACK #2
ALONG PROP.
EXIST. GROUND
MAIN TRACK #1
T/RAIL EXIST.
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TO BE PLUGGED AND FILLED
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STA. 9045+03 +/-
(-)2.00%(+)2.135%
(-)1.300%
STEEL
WELDED
PROP. 48"
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(-)
3
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(-)0.400%(+)1.662%
(+)6.435%
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DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 781.8
= 154
= 500
= 25
= 81
= 763.1
= 92
= 763.5
= 30.4
48’ STEEL Sta. 9044+88 -M2-
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NC GRID
NAD 83/NSRS 2007
9038 9039 9040 9041 9042 9043 9044 9045 9046 9047 9048 9049 9050 90519037
810
800
790
780
770
760
750
740
730
810
800
790
780
770
760
750
740
730
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RR-03
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
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D
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M2-
1
4
’
M
I
N
.
TO GREENSBORO
TO CHARLOTTE
STREAM SD
9
1
’
10
9
’
0.00’
-M2- +98.72
55.38’
-M2- +98.72
57.17’
-M2- +99.12
CONTRACTOR)
(BY P-5206A
PROP. DRAINAGE
(BY NS)
PROP. MAIN TRACK #2
TO REMAIN
EXIST. STRUCTURE

P-5206A PROJECT
EASEMENTS BY
PROP. R/W AND
BY NS
RELOCATED
GATE TO BE
EXIST. CABLE
HH
HH
TT
T
AATUR
AATUR
AATUR
AATUR
INV=759.13’
TOP=764.43’
84" CONC HW
3
6
"
C
I
B
O
X

C
U
L
V
E
R
T
3
0
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3
0
"
S
T
O
N
E
S
3
6
"
R
C
P
12" RCP
1SMTLBUSGR
S
S
6
0
"
W
W
12’ CONC HW
GATE
CABLE
HW&WW
CONC
SOIL
3
0
"C
MP
INV=759.13’
INV=761.93’
INV=758.36’
INV=758.80’
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
471 113
FLEMING CANDY CO INC
471 008
SALISBURY CITY OF
471 036
ROWAN CORPORATION
407 001
MARTIN MARIETTA MATERIALS INC
407 109
KEEN JOHNNY LEE
471 072
ROWAN INVESTMENT CO INC.
401 051
ELDRIDGE JR
ORBISON EDWARD
471 072
CO INC.
ROWAN INVESTMENT
1B
7
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S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
CC
C C
C C
48" WELDED STEEL
TRENCHLESS INSTALLATION
FLOWABLE FILL
FILL PIPE WITH
PLUG
PLUG
INV 759.0
INV 758.0
30" CMP
REMOVE
12" RCP
REMOVE
HW
EW
106.5’
+00
109.4’
+65
0601
0602
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 6
SLOPE = 0.50%
EST DDE 37 CY
(ON BANKS ONLY)
W/ CL ’I’ RIP RAP
4’ BASE TAIL DITCH
(PLAN SHEET 3-B)
SEE DETAIL 4W/ CLASS B RIP RAP
SPECIAL LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
P
P
9
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(-)0.2656%
R = 0.1290
VC = 600’
EL = 781.28’
VPI = 9044+50.00
VC #4
(+)0.5082%
MAIN TRACK #2
T/RAIL PROP.
MAIN TRACK #2
ALONG PROP.
EXIST. GROUND
MAIN TRACK #1
T/RAIL EXIST.
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PROP. 48"
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DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 781.8
= 154
= 500
= 25
= 81
= 763.1
= 92
= 763.5
= 30.4
48’ STEEL Sta. 9044+88 -M2-
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NC GRID
NAD 83/NSRS 2007
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
820
810
800
790
780
9191 9192 9193 9194 9195 9196 9197 9198 9199 9200 9201 9202 9203 9204 9205
830
840
800
840
830
820
810
790
780
770 770
760760
17
PROFILES, RESPECTIVELY.
PROP. SPUR TRACK #2
AND SHEET 25 FOR
PROP. SIDING TRACK #2,
SEG. # 3, SHEET 24 FOR
PROP. MAIN TRACK #1,
SEE SHEET 21 FOR
RR-14
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1
6
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
3
/
8
/
2
0
1
3
P
5
2
0
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
8
3
’
TO GREENSBORO
TO CHARLOTTE
11
7
’
HH
CASE
AATUR
EOI
SWITCH
SWITCHFROG
END OF RAIL
RR SPUR LINE
2
4
" R
C
P
12
"
R
C
P
CB
GR
CONC
72
"
MTL
7
2
"

M
T
L
GATE
CABLE GATE
CABLE
7
2
"
S
O
I
L
15"RCP
10
’

G
R
36" CONC
36" CONC
1SMTLBUS
CONC
GATE
CABLE
GATE
CABLE
GATE
CABLE
7
2
" M
T
L
.
1S
F
B
U
S
15"CMP 15"RCP
GR
GR
O
H
U

L
I
N
E
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
416 001
EASTER DIV INC 214
UNIVERSAL FOREST PRODUCTS
416 172
SNIDER CHRISTOPHER EUGENE
115 07101
PROPERTIES INC
ROWLAND
16B
409 061
COMPANY INC
PRODUCTS EASTERN
UNIVERSAL FOREST
18B
(TO BE DELAYED)
(TO BE DELAYED)
F
C
C C
C
C
C
F C
FC
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5
9
1
9
5
9
2
0
5
PIs Sta 9187+22.74
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PI Sta 9190+82.56
D
L = 471.37’
T = 235.84’
R = 5,288.92’
PIs Sta 9194+42.10
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PIs Sta 9187+30.67
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
PI Sta 9190+85.29
D
L = 440.37’
T = 220.31’
R = 5,288.92’
PIs Sta 9194+39.70
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
CURVE M1C3403
D s =
CURVE M2C3403
D s =D s =D s =D
L = 76.33’
T = 38.22’
R = 764.49’
PI Sta 9191+25.53
D
L = 149.35’
T = 75.20’
R = 573.69’
PI Sta 9193+30.81
D
L = 56.08’
T = 28.10’
R = 573.69’
PI Sta 9190+87.16
D
L = 365.46’
T = 183.13’
R = 2,292.01’
CURVE A2C3405 CURVE A2C3407 CURVE A4C3404 CURVE A4C3405
TRACKS -M1-, -M2-, -A2- AND -A4- CURVE DATA
PI Sta 9200+51.21
(+)0.5529%
R = 0.1195
VC = 600’
EL = 800.80’
VPI = 9188+75.00
VC #16
9
1
9
1
+
7
5
.0
0
V
P
T

S
T
A
.
R = 0.0535
VC = 250’
EL = 804.67’
PI = 9195+75.00
VC #17
9
1
9
7
+
0
0
.0
0
V
P
T

S
T
A
.
T/RAIL EXIST. MAIN TRACK #1
MAIN TRACK #2
T/RAIL PROP.
(+)0.6867%
V
P
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.
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EXIST. GROUND ALONG
(
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+
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+
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REMOVED BY OTHERS)
(TO BE RETIRED &
AT EXIST. SPUR TRACK #2
No. 10 TURNOUT
PS EXIST.
CLEAR., RESPECTIVELY
MIN. 28’ AND 22’
AND TELEPHONE LINES
OVERHEAD POWER
STA. 9198+22 +/-
8
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WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
785
786
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3
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4
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804
804804
804
804
804
804
8
0
4
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804
804
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804
804
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804
804
80
4
8
0
4
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804
8
0
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8
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8
0
4
8
0
5
805 805 805 805 805 805
805
8
0
5
805
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805
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5
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8
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8
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8
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806
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8
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8
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806
806
807
807
807
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8
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807
808
808
8
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809
820
810
800
790
780
9191 9192 9193 9194 9195 9196 9197 9198 9199 9200 9201 9202 9203 9204 9205
830
840
800
840
830
820
810
790
780
770 770
760760
17
PROFILES, RESPECTIVELY.
PROP. SPUR TRACK #2
AND SHEET 25 FOR
PROP. SIDING TRACK #2,
SEG. # 3, SHEET 24 FOR
PROP. MAIN TRACK #1,
SEE SHEET 21 FOR
RR-14
S
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8
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1
6
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
3
/
8
/
2
0
1
3
P
5
2
0
6
B
_
H
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d
_
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7
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d
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n
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r
:

j
d
a
l
t
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n
D
C
N
P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
8
3
’
TO GREENSBORO
TO CHARLOTTE
11
7
’
HH
CASE
AATUR
EOI
SWITCH
SWITCHFROG
END OF RAIL
RR SPUR LINE
2
4
" R
C
P
12
"
R
C
P
CB
GR
CONC
72
"
MTL
7
2
"

M
T
L
GATE
CABLE GATE
CABLE
7
2
"
S
O
I
L
15"RCP
10
’

G
R
36" CONC
36" CONC
1SMTLBUS
CONC
GATE
CABLE
GATE
CABLE
GATE
CABLE
7
2
" M
T
L
.
1S
F
B
U
S
15"CMP 15"RCP
GR
GR
O
H
U

L
I
N
E
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
416 001
EASTER DIV INC 214
UNIVERSAL FOREST PRODUCTS
416 172
SNIDER CHRISTOPHER EUGENE
115 07101
PROPERTIES INC
ROWLAND
16B
409 061
COMPANY INC
PRODUCTS EASTERN
UNIVERSAL FOREST
18B
(TO BE DELAYED)
(TO BE DELAYED)
F
C
C C
C
C
C
F C
FC
9
2
0
0
9
2
0
0
9
1
9
5
9
1
9
5
9
2
0
5
PIs Sta 9187+22.74
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PI Sta 9190+82.56
D
L = 471.37’
T = 235.84’
R = 5,288.92’
PIs Sta 9194+42.10
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PIs Sta 9187+30.67
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
PI Sta 9190+85.29
D
L = 440.37’
T = 220.31’
R = 5,288.92’
PIs Sta 9194+39.70
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
CURVE M1C3403
D s =
CURVE M2C3403
D s =D s =D s =D
L = 76.33’
T = 38.22’
R = 764.49’
PI Sta 9191+25.53
D
L = 149.35’
T = 75.20’
R = 573.69’
PI Sta 9193+30.81
D
L = 56.08’
T = 28.10’
R = 573.69’
PI Sta 9190+87.16
D
L = 365.46’
T = 183.13’
R = 2,292.01’
CURVE A2C3405 CURVE A2C3407 CURVE A4C3404 CURVE A4C3405
TRACKS -M1-, -M2-, -A2- AND -A4- CURVE DATA
PI Sta 9200+51.21
(+)0.5529%
R = 0.1195
VC = 600’
EL = 800.80’
VPI = 9188+75.00
VC #16
9
1
9
1
+
7
5
.0
0
V
P
T

S
T
A
.
R = 0.0535
VC = 250’
EL = 804.67’
PI = 9195+75.00
VC #17
9
1
9
7
+
0
0
.0
0
V
P
T

S
T
A
.
T/RAIL EXIST. MAIN TRACK #1
MAIN TRACK #2
T/RAIL PROP.
(+)0.6867%
V
P
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A
.
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EXIST. GROUND ALONG
(
B
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9
1
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8
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3

+
/
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REMOVED BY OTHERS)
(TO BE RETIRED &
AT EXIST. SPUR TRACK #2
No. 10 TURNOUT
PS EXIST.
CLEAR., RESPECTIVELY
MIN. 28’ AND 22’
AND TELEPHONE LINES
OVERHEAD POWER
STA. 9198+22 +/-
8
0
2
.
0
8
8
0
2
.
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0
3
.
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8
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-
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-
-
-
-
-
-
-
N
C
G
RI
D
N
A
D
8
3/
NS
RS 2
0
0
7
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
820
810
800
790
780
9205 9206 9207 9208 9209 9210 9211 9212 9213 9214 9215 9216 9217 9218
780
790
800
810
820
830
840
830
840
770770
760 760
18
SEG. #3 PROFILE.
MAIN TRACK #1,
AND 22 FOR PROP.
SEE SHEETS 21
M
A
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P
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C
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#

2

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.

9
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0
0
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1
7
RR-15
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M1-
8
0
’
12
0
’
1
4
’
M
I
N
.
WETLAND WO
TO GREENSBORO
TO CHARLOTTE
TO BE CLOSED
ROAD GRADE CROSSING
EXIST. MT. HOPE CHURCH
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
PROP. MAIN TRACK #2
EXIST. MAIN TRACK #1 /
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
(BY NS)
PROP. MAIN TRACK #1
(DO NOT DISTURB)
DRIVE TO REMAIN
PAD & ASPHALT
EXIST. CONCRETE
TES TES
TES TES

0.00’
-M2- +82.19
34.23’
-M2- +82.17
35.98’
-M2- +72.80
0.00’
-M2- +72.81
35.70’
-M2- +44.42
BE RESET BY NCRR
EXIST. FENCE TO
BY NS
TO BE REMOVED
CROSSING SIGNALS
AND RR GRADE
EXIST. CROSSING ARMSBY NSTO BE REMOVED
EXIST. GRADE CROSSING
PAVEMENT WITHIN 10’ OF
HH
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CASE AATUR
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(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 10
SPEC LAT BASE DITCH
BEFORE WETLAND
DAYLIGHT DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
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WELDED STEEL
PROP. 36"
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 808.0
= 15.6
= 500
= 25
= 8.3
= 805.5
= 9.4
= 806.0
= 1.6
36" STEEL Sta. 9211+60 -M2-
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815
816
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
820
810
800
790
780
9205 9206 9207 9208 9209 9210 9211 9212 9213 9214 9215 9216 9217 9218
780
790
800
810
820
830
840
830
840
770770
760 760
18
SEG. #3 PROFILE.
MAIN TRACK #1,
AND 22 FOR PROP.
SEE SHEETS 21
M
A
T
C
H
L
I
N
E

P
R
O
P
.

T
R
A
C
K

#

2

S
T
A
.

9
2
0
5
+
0
0
S
E
E

S
H
E
E
T

1
7
RR-15
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
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$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M1-
8
0
’
12
0
’
1
4
’
M
I
N
.
WETLAND WO
TO GREENSBORO
TO CHARLOTTE
TO BE CLOSED
ROAD GRADE CROSSING
EXIST. MT. HOPE CHURCH
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
PROP. MAIN TRACK #2
EXIST. MAIN TRACK #1 /
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
(BY NS)
PROP. MAIN TRACK #1
(DO NOT DISTURB)
DRIVE TO REMAIN
PAD & ASPHALT
EXIST. CONCRETE
TES TES
TES TES

0.00’
-M2- +82.19
34.23’
-M2- +82.17
35.98’
-M2- +72.80
0.00’
-M2- +72.81
35.70’
-M2- +44.42
BE RESET BY NCRR
EXIST. FENCE TO
BY NS
TO BE REMOVED
CROSSING SIGNALS
AND RR GRADE
EXIST. CROSSING ARMSBY NSTO BE REMOVED
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3/11/2013
P-5206B_Hyd_prm_wet_XPL2.dgn
User: jdalton
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3/11/2013
P-5206B_Hyd_prm_wet_XPL2.dgn
User: jdalton
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E
N
C
E
E
X
.

R
R

R
O
W
40:1
2:1
804.57
40:12:
1
806.56
T
/R
A
IL=
8
1
4
.
4
4
C
/
L

E
x
i
s
t
.
M
a
i
n

T
r
a
c
k

#
1
C
/L
P
R
O
P
.

M
A
IN

T
R
A
C
K

#
1
E
X
I
S
T
.
F
E
N
C
E
SITE 3
FILL IN WETLANDS
CLEARING
MECHANIZED