20240254 Ver 2_NCDOT-CSX Directional Bore - Permit Drawing - May 2024_20240523

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PEMBROKE, NC
RR WEST
LEGEND
PROPOSED HDD ALIGNMENT
EXISTING MINOR CONTOUR
CSX RIGHT-OF-WAY
ADJACENT PROPERTY LINES
- EXISTING
SWITCH CONTROL
WILMINGTON, NC
RR EAST
WETLAND NEW CONDUITS BURIED IN
BALLAST UP TO THE BRIDGE,
ATTACHED TO BRIDGE NO
L DOER THAN L OW BRIDGE STEEL.
Il.E. NO WETLAND IMPACTS)
NEW JUNCTION
EXISTING BOX TO BE PLACED
CONTROL HOUSE UPLAND _,OF WETLANDS =
4
TO BE REMOVED) fX1STLN rAlw e 6 a`
E T/R aEV. 1 T- G' 1 -
10
AR7- EXISTINnTMFNT
EXISTING 1$ 'LMP - r - - - - - - - - -
{T� REMAtNY G - — — — — _ _ _ NEW 8'xi2'
3 �. ELECTRICAL ROOM
IL fXFSTiNG FUEL NEW NAVIGATION HORN ON EXISTING METALP�ATF�IIAM -
TANK ETL�RE-VA iN1 - NEW B' EXISTING SUB -MARINE AND WEATHER STATION 2
-- -
J ' C OL HOUSE CABLE (ABANDON IN PLACE)- ----------------- _ TEMPORARY 2
- AEC �,, - - _ - _ _ _ _ _ _ - 20x40 71MBER
PPS A �Z _ _ _ _ _ _ - - - - - - MARK HDD AT SHORE MATTING FOR HDD
�� NORMAL HIGH WATER _ -
OPERATIONS
;� 15 45 - - - - - - - - - - - - - - - WETLAND IMPACT HDD EXIT PIT d
PERM. = 0.000 AC 4'x4' JXN BOX
NEW HOPE CONDUITS INSTALLED BY HDD TEMP. = 0.062 AC LOCATION +50'
- - - - - 4 MARK HDD 100' EXISTING FENDERS
NEW GENERA TO f.. S ISEE CROSS SECTION AND NOTES ON EC-04 N: 187,418.74
AT SHORE (HDD TO PASS BETWEEN 1 E. 2, 306, 131. 05
GRAVEL PAD 22'x2O' 30' FOR DETAILS) OR DRILL THROUGH) BOAT ACCESS Z: 10.00'
A. AEC
H _2ENTRY I T �
_d 4 x4 — — — —---—-- — -- —- —
- — - — - - — - - — - - — - - — -
LOCATIDN t50' EXISTING SIGNAL CONTRACTOR TO PLACE
N: 186,903.13 BUILDING (TO REMAIN) CSXT RIGHT-OF-WAY TEMPORARY 16' WIDE
TIMBER MATTED ACCESS WETLAND COMPOST FILTER SOCKS
E: 2,305,639.40 (100' PERPENDICULAR PATH FOR HDD EOVIPMENT AROUND TEMPORARY
Z:15.00' NAG 188 FROM CENTERLINE OF MAIN) IMPACTS AS NEEDED
EROSION CONTROL LEGEND
WETLAND AREA
TEMPORARY WETLAND IMPACT
SEE SHEET EC-04 FOR NOTES PW
EXISTING
EDGE OF GRAVEL WEST ABUTMENT
EXISTING MAIN 2 STA 0+00
(T/R ELEV =14 6 i
NOTES:
1. RIGHT-OF-WAY BOUNDARIES ARE BASED SOLELY ON VALUATION MAPS
AND THEREFORE ARE APPROXIMATIONS. REQUIRES VERIFICATION.
2. SEE DRAWING NO.EC-04 FOR HDD NOTES,
3. TOPOGRAPHIC AND BATHYMETRIC SURVEYS FROM 2024 AND ARE AVAILABLE UPON REQUEST.
-1,00 0+00
a REV DATE I DESCRIPTION e%gal APR
O
O 1 EXISTING SUB -MARINE
w I CABINETS (TO BE REMOVED)
CSXT NAVASSA
LIFT SPAN
PLAN
1+00 2,00
PROFILE
STATIONING IS ALONG MAN LINE (BATHYMETRIC SURVEY)
B.ELIAS ENGINEERING DEPARTMENT
B. ELIAS CSX TRANSPORTATION, INC. DESIGN & CONSTRUCTION
JACKSONVILLE, FLORIDA
M. BELL LJ�
LJA Rail, LLC
M. BELL 3600 NI Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
APRIL 1, 2024 TM Houston. Texas 77042 FRN - F-1386
25' 0 25' 50'
GRAPHIC SCALE: HORIZ T' 25'
25' 0 25' 50'
GRAPHIC SCALE: VERT. T' 25'
50
25
0
-25
-50
-75
-100
3,00 4L00 5,00 6+00
CONTRACT NO.
VAL. SEC. PROPOSED WILMINGTON CURVE REALIGNMENT
V.11,N.C./11 DRAWING NO. EC-14 SUB: WILMINGTON ZONE: FLORENCE
V08138 REVISION SHEET No, WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
0 17
SCALE NAVASSA BRIDGE HDD
AS SHOWN