CSX Wilmington 247.4 cap-up briedge replacement

5.0
5.
0
5.
0
5.
0
5.0
5.0
5
.0
5.
0
5
.0
5.0
5.0
5.
0
5.0
5.0
5.0
5.0
5.0
5.0
5
.
0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
1
0.
0
1
0
.0
1
0.
0
1
5.
0
15.0
1
5
.
0
CRS
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
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
O
S
T
E
L
E
ME
N
T
N
U
MB
E
R
P
R
O
J
E
C
T
WO
R
K

E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
M. WILSON
M. WILSON
B. ELIAS
M. BELL

VAL. SEC.

16 0

9
/
12
/
2
0
2
3
9
:
3
5
:
1
9

A
M
R
:
\
P
r
o
j
e
c
t
s
\
2
3
8
8
-
C
S
X
\
2
0
3
4

-

N
C

W
ilm
in
g
t
o
n

-

C
u
r
v
e

R
e
a
lig
n
m
e
n
t
\
0
0
0
_
C
A
D
D
\
0
0
2
_
S
H
E
E
T
S
\
E
r
o
s
io
n

C
o
n
t
r
o
l\
2
3
8
8
2
0
2
8
-
S
H
T
-
E
C
1
3
.
d
g
n
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-1386JULY 14, 2023
MERCER
AVE.
B
U
R
N
T
MI
LL
C
R
EEK
PLAN
0 40'20'20'
GRAPHIC SCALE:HORIZ. 1" = 20'
NOTES:
LEGEND:
EXISTING TRACK
LIMITS OF DISTURBANCE
CSX RIGHT-OF-WAY
EXISTING FLOW LINE
PROPOSED FLOW LINE
WETLAND AREA
BRIDGE ACB 247.40 RENEWAL
EROSION CONTROL PLAN SHEET
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
EXISTING OH ELECTRIC
TOP OF STREAM BANK
25' STREAM BUFFER ADJACENT PROPERTY LINES
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
GRADING LIMIT FILL
CSX R/W
CSX R/W
6
5
'
6
0
'
2
5
'
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
440'
EROSION CONTROL LEGEND:
CONTROL PRODUCT
ROLLED EROSION
STABILIZATION
CONSTRUCTION ROAD
RECP
CRS
TEMPORARY SEEDING
PERMANENT SEEDING
DUST CONTROL
SEDIMENT FENCE (SF)
CONSTRUCTION ENTER/EXIT (CE)
TEMPORARY GRAVEL
ROCK PIPE INLET PROTECTION (RPIP)
COMPOST SOCK (CS)
CHECK DAM (CD)
C
MAIN
EXISTING
EC-13
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
LIMITS OF DISTURBANCE AND LOCATED AT LEAST 25-FEET AWAY FROM STORM
DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE PROJECT
STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
COMPOST SOCK AND CHECK DAM SPACING PER DETAIL SHEETS EC-16 AND EC-21.
MATERIALS HANDLING, EC-23.
DAYS OF LAND DISTURBANCE ACTIVITY. SEE NCG01 GROUND STABILIZATION AND
PROPOSED SLOPES GREATER THAN 3:1 REQUIRE GROUND STABILIZATION WITHIN 7
ANCHOR AS REGUIRED TO EACH STREAM BANK.
INSTALL ABSORBENT BOOM DOWNSTREAM OF CRANE BRIDGE AND INSIDE CSX ROW.
THE PROJECT SITE WITH FLAGS, TAPE, OR SIMILAR MARKING DEVICE.
RIPARIAN STREAM BUFFERS SHALL BE DELINEATED AND CLEARLY MARKED OFF AT
BE PRESERVED AND MAINTAINED.
VEGETATED AREAS NOT ESSENTIAL TO THE CONSTRUCTION OF THE PROJECT WILL
SLOPE, FOR A MINIMUM OF 6-FT.
OF SILT FENCE BY TURNING UPHIL (J-HOOK) INTO RAILROAD EMBANKMENT, OR
THE PROPOSED LIMIT OF DISTURBANCE. UNLESS OTHERWISE SHOWN, TERMINATE ENDS
TERMINAL ENDS OF SILT FENCE (SD1-S) SHALL EXTEND A MINIMUM OF 10-FT PAST
SPECIFICATIONS, SECTION 020265, "GEOTEXTILE FABRIC", FOR DETAILS.
WITH REMOVAL AND RESTORATION. SEE CSX DESIGN AND CONSTRUCTION STANDARD
GEOTEXTILE FABRIC TO BE PLACED UNDER TEMPORARY BALLAST FILLS TO ASSIST
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.
TOTAL VEGETATED AREA = 0.03 ACRES.
ASPHALT, RETAINING WALL OR OTHER STABILIZATION TECHNIQUES.
OR OTHER LANDSCAPING TECHNIQUES. STRUCTURAL METHODS INCLUDE CONCRETE,
OF SOD, SHRUBS AND GROUND COVER PLANTS MIXED WITH MULCHING, AGGREGATE
STABILIZATION METHOD. PERMANENT PERENNIAL VEGETATION MAY INCLUDE THE USE
COVER WITH A DENSITY OF AT LEAST 80% OR COVERED WITH A STRUCTURAL
COMPLETED AND EXPOSED SOILS HAVE BEEN STABILIZED WITH A VEGETATIVE
PERMANENT STABILIZATION MEANS WHEN ALL SOIL DISTURBING ACTIVITY ARE
FOURTEEN (14) DAYS FOR OTHER AREAS AFTER WORK HAS CEASED.
PERIMETER AREAS AND SLOPES GREATER THAN 3H:1V AND NO MORE THAN
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS FOR
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
PROMOTE POSITIVE DRAINAGE.
EARTHWORK BALANCE FOR THE SITE, TO PREVENT LOCALIZED PONDING, AND TO
STOCKPILE GRADING SHALL BE ADJUSTED DURING CONSTRUCTION BASED ON ACTUAL
FINAL GRADING AND STABILIZATION OF THE EMPA.
FENCE WILL BE PLACED AT THE TOE OF ALL MATERIAL STOCKPILE AREAS, UNTIL
AREAS (EMPA) AS APPROVED BY CSXT AND DEPICTED ON PROJECT PLANS. SILT
SURPLUS SOIL MATERIAL SHALL BE PLACED IN THE EXCESS MATERIAL PLACEMENT
16.
15.
14.
13.
12.
BELL MATTIE HEIRS
RODRIQUEZ CHRISTINA A
WEST EDWIN L LUCY K
DC
SF J-HOOK
(TYP.)
SEDIMENT FENCEBUFFER
25' STREAM
ACB 247.40
TRESTLE BRIDGE
RENEWAL OF TIMBER
PROPOSED CAPS UP
BUFFER
25' STREAM
TOP OF STREAM BANK
TS
PS
DC
FROM MERCER AVE.
PROPOSED ACCESS ROAD
PROPOSED CONSTRUCTION ENTER/EXIT
SF J-HOOK
ACB 247.37
MILEPOST
MERVER AVE.
NO. 629427U
FRA XING
PROPOSED GRADING LIMITS (TYP.)
SHEET PILE WALL
PROPOSED 156'(20' X 120')
STORAGE AREA
POTENTIAL