20191153 Ver 1_15916_Wetland Permit Drawing 11x17_20190829

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VICINITY MAP
STATIC OF NORTH CARO]I INA
DIVISION OF HIGHWAYS
ONSLOW. COUNTY
PERMIT DRAWING
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CONST.
LOCATION: JACKSONVILLE - NC 53 (WESTERN BOULEVARD)
AT SR 2714 (JACKSONVILLE PARKWAY) /GATEWAY DR. NORTH/S
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING, RESURFACING,
AND SIGNALS
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2 \
SITE 1
BEGIN TIP PROJECT U-5789
-L- STA. 11 + 50.00
TO HENDERSON DID
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NC 53 (WESTEj
BEGIN CONSTRUCTION
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END TIP PROJECT U-5789
BEGIN CONSTRUCTION/-L- STA. 42 + 50.00
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THIS IS NOT A CONTROL OF ACCESS PROJECT
THIS PROJECT IS WITHIN THE JACKSONVILLE MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
GRAPHIC SCALES
50 25 0 50 100
kill
PLANS
50 25 0 50 100
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PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2019 =
41500
ADT 2040 =
52000
DHV =
10 %
D =
60 %
T =
2 %
V =
50 MPH
* TTST 1% + DUAL 1%
FUNC CLASS =
MINOR URBAN
ARTERIAL
REGIONAL TIER
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g = -YA2- STA 13 + 43.80
END C NSTRUCTION
s
o 'F -Y- STA' .28 + 16.16
TO US 17
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VC 53 (WESTERN BLVD.) `n8 O
17 BUS. (N. MARINE BLVD.)
EXISTING SIGNAL TO BE UPGRADED
III MODIFIED{ EXISTING SIGNAL TO BE RETAINED
Prepared for the North Carolina Department
HYDRAULICS ENGINEER
PROJECT LENGTH
of Transportation in the Office of.-
HOME OFFICE
O
3722 SHIPYARD BOLLEVARD, S(J E
RILMINGTON, NC 2M
DAVEI\PORT 9JU51.M12 w.w.d—p—M.—
NCBELS FIRM MCEME NO, G 25U
LENGTH ROADWAY TIP PROJECT U-5789 = 1.147 MILES
2012 STANDARD SPECIFICATIONS
LENGTH STRUCTURE TIP PROJECT U-5789 = 0.000 MILES
RIGHT OF WAY DATE:
DANIEL R. CUMBO, PE
P.E.TOTAL
PROJECT ENGINEER
SIGNATURE.
LENGTH OF TIP PROJECT U-5789 = 1.147 MILES
NOVEMBER 9, 2017
ROADWAY DESIGN
LETTING DATE:
DAVIN B. WALLACE, PE
ENGINEER
PROJECT DESIGN ENGINEER
SEPTEMBER 5, 2019
NCDOT CONTACT.- ERIC MURRAY
DIVISION 3 CONTACT
P.E.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

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GROUNO d _
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Min. D=2 Ft. d= 1.0 Ft. Length=25 Ft. CHANNEL BEa T S IN SURFACE WATER
A TEMPORARY IMPACTS 0
Max. Ft. Ft. Max d = 2 Ft. F F DENOTES FILL IN WETLAND
Type of Liner= Class T Rip -Rap B=5 Ft. Type of Liner= CI.'B' Rip -Rap EST.60 TONS Est.=30 Tons of Class T Rip -Rap S S DENOTES IMPACTS IN
FROM STA. 14+00 TO STA. 14+25 -L- RT FROM STA. 14+25 TO STA. 15+48 -L- RT STA. 24+39 -Yl- RT SURFACE WATER E E DENOTES EXCAVATION IN WETLAND

m
' PROJECT REFERENCE NO. SHEET NO.
U-5789 7
' BEG CO T U� TIONI wW SHEET NO.
BEGIN RESU & ING ROADWAY DESIGN HYDRAULIC DESIGN
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Gee,ex,ile B GEOTExaLE DENOTES MECHANIZED CLEARING
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Max. Ft. Ft. Max d = 2 Ft. F F DENOTES FILL IN WETLAND
Type of Liner= Class T Rip -Rap B=5 Ft. Type of Liner= CI.'B' Rip -Rap EST.60 TONS Est-30 Tons of Class T Rip -Rap S S DENOTES IMPACTS IN
FROM STA. 14+00 TO STA. 14+25 -L- RT FROM STA. 14+25 TO STA. 15+48 -L- RT STA. 24+39 -Yl- RT SURFACE WATER E E DENOTES EXCAVATION IN WETLAND

Uu 6 IU
PROJ. REFERENCE NO.
SHEET NO.
N
■. ■TT
U-5789
8
......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
150 140 130 120 110 100 40
80 70 60 50 40 30 20 10 0 10 2.0
30
40
50 60 70
80 40 100 110 120 130 140
150
PERMIT DRAWING
SHEET 8 OF 9
E
L
..50.....
.........
SITE 1
......
FILL IN WETLANDS
.......: ....... ........ .... .... ......
50....
- ------
------EXIST. EXISTS
MATCH
o
LIMITS'OF MECHANIZED CLEARING
WETLANDS
....40.......
.. ......... ......... ........ ........ .,.
.....----.-.�
__.EXI.STi...
00
40......
40.33
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TEMPORARY: CHANNEL IMPACTS
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,
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....
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......... ......... .....:....... ...... ...... ...... ......... ......... .................................. .................
........
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PERMANENT CHANNEL IMPACTS
....... .................................. ........ ........ ........ ..... .. .... ...................................
N
SITE 3
...
50.
_
........
...................................
................................... ........ ................................... ......
LIMITS OF MECHANIZED CLEARING
MATCH
C
....
40......... ......... ......... ........ ......... WETLANDS...
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�=-- L EXIST.. EXIS
--
EX1ST....
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WETLANDS
O
7 ....
30 - -- J ___
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TEMP0-RAlR - CHANNEL IMPACTS 24 + 00.00
......... ......... ., ........ ...... .. .. ...... ......... ......... ....... .... ..
........ .........
.........
....... ....
T -
........ ......... ........ ..... ... .. .........
30
............
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................:..................;.................;................. ................. ;...................................................
.................:.................;.................;.................:..................:.................;................:..................:............... .............
SITE 2
............
............ ............. ............ ............
FILL IN ;WETLANDS
............. ............. ............ ............ ............. ............ ...................................
50
50
z
MATCH
WETLANDS
------
------ __-- EXIST. EXIST
EXIS T
....
o
''
40......... .........
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'
:. ................. ....... ..
.........
' ......40......
30
22 +50.00
3Q
N�
150 140 130 120 110 100 90
80 70 60 50 40 30 20 10 0 10 2;0
30
40
50 60 70
9.0 90 100 110 120 130 140
150