NCDOT-CSX Curve Realigment Drawings

NOT TO SCALE
VICINITY MAP
CSX TRANSPORTATION, INC.
LOCATION
PROJECT
LEVEL 3
MP ACB 243.8 TO MP ACB 244.3
WILMINGTON SUBDIVISION
FLORENCE ZONE
PROPOSED WILMINGTON CURVE REALIGNMENT
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
BRUNSWICK COUNTY
NEW HANOVER COUNTY
WILMINGTON, NCACB245ACB244SE364SE363
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LJA Rail, LLC
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston, Texas 77042 FRN - F-1386
WETLAND AND STREAM IMPACTS
SHEET 1 OF 4
PERMIT DRAWING DATE: APRIL 14, 2021
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with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
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CSX TRANSPORTATION, INC.
AS SHOWN
M. WILSON
M. WILSON
B. ELIAS
M. BELL
OCTOBER 8, 2020

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PEMBROKE, NC WILMINGTON, NC
RR EAST RR WEST
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED WILMINGTON CURVE REALIGNMENT
LEVEL 3 V08138
V.11,N.C./11
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston, Texas 77042 FRN - F-1386
19
9
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357SE358SE359SE360SE361SE362SE363SE364SE244ACB245ACB246ACB247ACB248ACB249ACBU
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#10
LEGEND:
EXISTING TRACK
RETIRE TRACK
PROPOSED TRACK
EXISTING RIGHT-OF-WAY LINE
EXISTING AT-GRADE CROSSING
EXISTING OVERHEAD BRIDGE CROSSING
EXISTING RAILROAD BRIDGE
(TURNOUTS REMOVED)
EXISTING TRACKS
DS / TTS
PROPOSED MAIN DS:
EXISTING MAIN DS:
25 MPH
10 MPH
NOTE: OPERATE AS OTHER THAN MAIN TRACK (OTMT) FROM MP SE 356.8 TO SE 360.9
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SHIFTED TRACK
OTMT OTMT
CSX TRACK TO BE REHABILITATED
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4/30/20 CHANGED TO #10 TURNOUT
PROPOSED #10 DTMF SWITCH
CONCEPT PLAN LAYOUT
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WETLAND IMPACT
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IMPACT
STREAM
CG-08
CONTINUED
SHEET 2 OF 4
PERMIT DRAWING
SITE 2
SITE 1
WETLAND AND STREAM IMPACTS SUMMARY
(FROM/TO)
STATION
NO.
SITE
SIZE/TYPE
STRUCTURE
(ACRE)
IN WETLANDS
PERMANENT FILL
(FEET)
PERMANENT IMPACTS
EXISTING CHANNEL
1
2
5+27 TO 5+43
SE 362.47 TO SR 421
0
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FILL SLOPE 0.52
STREAM IMPACTWETLAND IMPACT
0.52TOTALS:
116
116
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
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CSX TRANSPORTATION, INC.
AS SHOWN
M. WILSON
M. WILSON
B. ELIAS
M. BELL
OCTOBER 8, 2020

VAL. SEC.

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PEMBROKE, NC WILMINGTON, NC
0 100'50'50'
GRAPHIC SCALE:HORIZ. 1" = 50'
RR EAST RR WEST
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED WILMINGTON CURVE REALIGNMENT
LEVEL 3 V08138
V.11,N.C./11
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston, Texas 77042 FRN - F-1386
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(TO REMAIN)
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MP ACB 243.81 TO MP ACB 244.06
STA -5+24.61 TO STA 8+00
EROSION CONTROL PLAN SHEET
PLAN
PROP DITCH FLOW LINE
CONSTRUCTION ROAD STABILIZATION
EXISTING TRACK
PROPOSED TRACK
MILEPOST
WETLAND IMPACT AREA
EXISTING WETLAND AREA
EXISTING STREAM AREA
EXISTING BUILDING
STREAM IMPACT AREA
LIMITS OF DISTURBANCE
EXISTING FENCE
GRADING LIMIT FILL - MAINLINE
GRADING LIMIT CUT - MAINLINE
TSTEMPORARY SEEDING
PERMANENT SEEDING PS
S
T
A

X
X
X
X
+
X
X
XXXXLEGEND:
EROSION CONTROL LEGEND:
SHIFT TRACK
CRS
CONSTRUCTION ENTRANCE/EXIT
REHAB TRACK (TIE & RAIL)
PROPOSED FENCE
CSX RIGHT-OF-WAY
RIPARIAN BUFFER
GRADED ROAD
EXISTING STRUCTURE
TEMPORARY SILT FENCE
ROCK DAMS
CONCRETE WASHOUT
ROCK PIPE INLET PROTECTION
OUTFALL PROTECTION
RIP RAP OUTLET AT PIPE
NOTES:
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM
DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS
STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
LIMITS OF DISTURBANCE.
INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT
INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS.
3.
2.
1.
TS PS
(AS REQUIRED)
DISTURBED AREAS
TYPICAL FOR ALL
AND MATERIALS HANDLING) FOR REFERENCE.
ACTIVITIES. SEE EC-17 (NCG01 GROUND STABILIZATION
STABILIZATION WITHIN 7 DAYS OF LAND DISTURBANCE
PROPOSED SLOPES GREATER THAN 3:1 REQUIRE GROUND
SIGNAL HOUSE
PROPOSED 6'x6'
PROPOSED SIGNAL
CRS
(SEE DRAWING NO. CU-03)
PROPOSED 42" RCP CULVERT
(SEE DRAWING NO. CU-02)
PROPOSED 36" RCP CULVERT
TURNOUT PAD
PROPOSED
(SEE DRAWING NO. RD-02)
ACCESS ROAD
PROPOSED
(SEE DRAWING NO. EC-10)
INSTALL CONSTRUCTION ENTRANCE/EXIT
STREAM IMPACT = 116 LF
LIMITS OF EXISTING STREAM
MAIN
PROPOSED
FOR PROFILE)
(SEE DRAWING NO. RP-04
REPLACE WITH 97 LF OF NEW TRACK
REMOVE EXISTING #8 LH T.O.
SITE 1
SHEET 3 OF 4
PERMIT DRAWING
(SEE DRAWING NO. CU-01)
PROPOSED 42" RCP CULVERT
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(
ACB MAI
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P
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with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
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CSX TRANSPORTATION, INC.
AS SHOWN
M. WILSON
M. WILSON
B. ELIAS
M. BELL
OCTOBER 8, 2020

VAL. SEC.

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PEMBROKE, NC WILMINGTON, NC
RR EAST RR WEST
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED WILMINGTON CURVE REALIGNMENT
LEVEL 3 V08138
V.11,N.C./11
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston, Texas 77042 FRN - F-1386
EC-09
TO MP SE 363
±850'
N

T
E
R
MI
N
A
L

R
D
(TYP.)
WETLANDS
EXISTING
CSX R/W
CSX R/W CSX R/W
CSX R/W
6
5
'
6
5
'
6
5
'
6
5
'
EXISTING MAIN
PROPOSED DTMF SWITCH
EXISTING ACCESS ROAD
SE 362.47
PROPOSED SIGNAL HOUSE
PROPOSED SIGNAL
AND RELOCATE EXISTING DITCH
WIDEN EXISTING ROADBED 10'
±890'
421
MP SE 362.5
EROSION CONTROL PLAN SHEET
PROP DITCH FLOW LINE
CONSTRUCTION ROAD STABILIZATION
EXISTING TRACK
PROPOSED TRACK
MILEPOST
WETLAND IMPACT AREA
EXISTING WETLAND AREA
EXISTING STREAM AREA
EXISTING BUILDING
STREAM IMPACT AREA
LIMITS OF DISTURBANCE
EXISTING FENCE
GRADING LIMIT FILL - MAINLINE
GRADING LIMIT CUT - MAINLINE
TSTEMPORARY SEEDING
PERMANENT SEEDING PS
S
T
A

X
X
X
X
+
X
X
XXXXLEGEND:
EROSION CONTROL LEGEND:
SHIFT TRACK
CRS
CONSTRUCTION ENTRANCE/EXIT
REHAB TRACK (TIE & RAIL)
PROPOSED FENCE
CSX RIGHT-OF-WAY
RIPARIAN BUFFER
GRADED ROAD
EXISTING STRUCTURE
TEMPORARY SILT FENCE
ROCK DAMS
CONCRETE WASHOUT
ROCK PIPE INLET PROTECTION
OUTFALL PROTECTION
RIP RAP OUTLET AT PIPE
PLAN
NOTES:
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM
DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS
STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
LIMITS OF DISTURBANCE.
INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT
INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS.
3.
2.
1.
0 200'100'100'
GRAPHIC SCALE:HORIZ. 1" = 100'
= 0.43 AC
WETLAND IMPACT= 0.09 AC
WETLAND IMPACT
AND MATERIALS HANDLING) FOR REFERENCE.
ACTIVITIES. SEE EC-17 (NCG01 GROUND STABILIZATION
STABILIZATION WITHIN 7 DAYS OF LAND DISTURBANCE
PROPOSED SLOPES GREATER THAN 3:1 REQUIRE GROUND
TS PS
(AS REQUIRED)
DISTURBED AREAS
TYPICAL FOR ALL
ENTRANCE/EXIT
INSTALL CONSTRUCTION
CRS
SHEET 4 OF 4
PERMIT DRAWING
SITE 2