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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
HAYWOOD
COUNTY
PERMIT DRAWING
SHEET 1 OF 7
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
U-5839
I
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
50230.1.1
P.E.
50230.2.1
R/W, UTL.
LOCATION.- FUSS AVE - US 276 FROM US 23/74 (GREAT SMOKY
MOUNTAINS EXPWY) TO US 23 BUS (1V MA711t ST) *UPGRADE EXISTING SIGNAL
TYPE OF WORD: GRADING, DRAINAGE, PAVING, SIGNALS,
STRUCTURES, AND CULVERT
WETLAND AND SURFACE WATER IMPACTS PERMIT
..
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAYNESVILLE. THERE IS NO
CONTROL OF ACCESS ON THIS PROJECT EXCEPT INTERCHANGES & U—TURN BULBS HAVE FULL CONTROL OF ACCESS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
20 10 0 20 40
DESIGN DATA
ADT 2021 = 261650
ADT 2 041 = 3 0,15 0
K = 8 %
D = 55 %
T = 4 % *
V = 40 MPH
— ° °
TTST —1 /o DUAL 3 /o
F U N C CLASS =
URBAN ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-5839 .................. 1.126 Miles
LENGTH STRUCTURE TIP PROJECT U-5839 0.067 Miles
""""""""'
TOTAL LENGTH TIP PROJECT U-5839 1.193 Miles
Prepared in the Office of
_I_ CALYXT'
0 ENGINEERS + CONSULTANTS NC License # F-1333
FOR THE NORTH CAROLINA DEPT. OF TRANSPORTATION
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
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2018 STANDARD SPECIFICATIONS
STEVE DRUM , PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
JUNE 312019
PROJECT ENGINEER
MICHAEL HOLT, PE
ROADWAY DESIGN',
ENGINEER
P.E.
SIGNATURE.
LETTING DATE:
MAY A Y 1 O, 2021
V� O
PROFILE HORIZONTAL
(HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
—000
DIVISION PROJECT ENGINEER PE
11ICDOT CONTACT. JOSH DEYTON, EE
PROFILE (VERTICAL)

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CALYXN
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7500 EAST INDEPENDENCE
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CALYXN
ENGINEERS + CONSULTANTS
7500 EAST INDEPENDENCE
BOULEVARD, SUITE 100
CHARLOTTE, NC 28227
phone: [phone]
CALYXengineers.com
NC License # F-1333

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 31+07/31+95
3@60', 45' Girder Bridge
0.02
0.50
118
128
2
-L- 56+46/56+61
72" RCP -IV Culvert
< 0.01
< 0.01
16
5
TOTALS*:
0.02
0.50
134
133
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb