UPDATE PER NCDEQ_r2_23882028-SHT-CU02.pdf

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PROPOSED GRADING LIMITS
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PROPOSED GRADING
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EXISTING
TOE OF SLOPE
VD
16'
15' MES
50'
P OPOSED 6" RCP CULVERT
/
EXISTING
HEADWALL
------
/ /
FORPIPES 2-24"'s
RCP
\ GRADE TO PIPE
K
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EXISTING DITCH
_F_
PROPOSED RIPRAP OUTLET
(SEE DRAWING NO.
EC-16 FOR DETAILS)
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TOE OF SLOPE
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PROPOSED ACCESS ROAD
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PROPOSED
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NOTES: PLAN
1, RIGHT-OF-WAY BOUNDARIES ARE BASED SOLELY ON VALUATION MAPS
AND THEREFORE ARE APPROXIMATIONS. REQUIRES VERIFICATION.
2. UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED, ALL LOCATION INFORMATION
IS BASED ON UTILITY LOCATION SERVICES AND FIELD OBSERVATIONS.
3, THE 36" RCP CULVERT SHALL BE BURIED BELOW THE ELEVATION
OF THE STREAMBED BY 20'/. THE DIAMETER OF THE CULVERT (36"xO.2.7.2"•O.6')
IN ACCORDANCE WITH CONDITION 11 OF WATER
QUALITY GENERAL CERTIFICATION NO.4135.
40
SEE PROFILE SHOWING THE REQUIRED 0.6' BURIAL
BELOW STREAMBED.
35
30
25
20
15
10
5
0
-5
-10
-1 5
40
35
30
25
20
15
10
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-10
-15
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GRADE TO
PIPE
GRADE TO
EXISTI
IPRAP
G DITCH
INVERT
IS 0.6'
BELOW STREAMBED_
(7.2")
PROPOSED
INLET
7.10 INV
1.125
DEPTH MIN
PROPOSED
36"
RCP CULVERT
SKEW ANG
E = 16°55
50"
NDIETHE 3
" RCP CUL
ERT IS BURED
BELOW
HE ELEVATI
N OF THE
TREAMBED
13Y 207 THE
DIAMETER 0
THE CULV
RT (36"x0.
=7.2'=0.6').
PROFILE
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DESIGNED BY M. WILSON
ENGINEERING DEPARTMENT
CSX TRANSPORTATION, INC. DESIGN & CONSTRUCTION
JACKSONVILLE, FLORIDA
VAL. SEC.
DRAWN BY
M. WILSDN
V .11, N . C . / 11
V 0 8138
CHECKED BY
B. ELIAS
�
LJA Rail, LLC `J�
' CONSTRUCTION
APPROVED BY
M. BELL
DATE
FEBRUARY 02, 2023
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston. Texas 77042 FRN - F-1386
DESCRIPTION
6Y c��a
APR
10' 0 10, 20'
GRAPHIC SCALE HORIZ.1" = 10'
10, 0 10, 20'
GRAPHIC SCALE VERT. 1" = 10'
PROPOSED WILMINGTON CURVE REALIGNMENT
DRAWING No. SUB: WILMINGTON ZONE: FLORENCE
cu o2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
REVISION sHEEr No. CULVERT PLAN AND PROFILE
SCALE oas SHOWN 1 STA 1.26 (PROPOSED ACCESS ROAD)
MP ACB 243.81