20191067 Ver 1_Plans (Permit Drawings)_20190812

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CORNELIUS
STATE OF N®lfg°][°'lHl CAROL INA
DIVISION OF HIGHWAYS
WAYS
c• U-5906 1 ��
. M9 roI .A.,,...
46451.2.1 WA
z MECKLENBURG COUNTY
LOCATION. • TORRENCE CHAPEL ROAD (SR 2195YWEST CATAWBA
A AVENUE (SR 5544) INTERSECTION AND SURROUNDING
AREA IMPROVEMENTS PERMIT DRAWING
ti TYPE OF WORK. GRADING, DRAINAGE, PAVING, RETAINING WALLS, SHEET 1 OF 6
SIGNING AND SIGNALS
W WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1
5 END CONSTRUCTION 6jl'
BEGIN CONSTRUCTION -Y3B- STA.14+32.00
BEGIN CONSTRUCTION -Y - ST .9+60.00 �I -RAI- CEA
-YZ- STA. 8+36.41 -YI - TA,
IT.S
U-5906
0,
BEGIN CONSTRUCTION
+
1.10+00.00
10+18.00 (OS 651)
STA. 10+18.01 (OIS 65')
THERE IS CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CORNELIUS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
DESIGN DATA
ADT 2020 = 29,000
50 25 0 50 100
ADT 2040 = 34,000
PLANS
K = 10 %
D = 50 %
50 25 0 50 100
T = 2 °% i
V = 40 MPH
PROFILE (HORIZONTAL)
TTST = 1% DUAL 1%
10 5 0 10 20
FUNC CLASS =
MINOR ARTERIAL
PROFILE (VERTICAL)
REGIONAL TIER
X4
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-5906 = 0.405 MILES
TOTAL LENGTH TIP PROJECT U-5906 — 0.405 MILES
—L— USED TO CALCULATE PROJECT LENGTH
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1
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PREPARED M THE OFFICE OF:
SOUTH BOULEVARD,200
SUITE
RSW1510
CHARLOTTE, NCNC 2
NC FIRM LICENSE No: F-0493
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTAH0N
101E STANDARD SPECISN" fONS
ALLISON DRAKE, PE
RIGHT OF WAY DATE:
PROJECT EFGINEER
MAY 6, 2019
SEAN KORTOVICH, PE
PROJECT DESIGN ENGINEER
LETTING DATE:
JUNE 9, 2020
RANDY BOWERS
NCDOr CONTACT
S
Kol
STA.10+00.00
STA. 14+93.2S
STA. 10+00.00
q
END CONSTRUCTION
—Y6H— SIA.14+80.00
—RA2— CENTER OF CIRCLE _
—Y6B— STA.10+00.00
—DRIVE3— STA.12+37.63 (O/S 651)
-DRIVE4- STA. 10+18.04 (O/S 65)
END CONSTRUCTION
END CONSTRUCTION
INCOMPLETE PLANS
ON ON FpR R.. AIVUNrt10N
00CUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEO
HYDRAULICS
ROADWAY DESIGN
ENGINEER

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DETAIL C
SPECIAL CUT DITCH
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DETAIL F
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DANE L.RUS$ELL
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TEMPORARY SURFACE
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-YIA- PROFILE.SEE SHEETS /0 &

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TEMPORARY SURFACE
WATER IMPACTS
-YIA- PROFILE.SEE SHEETS 10 &

PRWEC! REFERENCE NO.
SHEG NO.
—5906
:
I
ROADWAY DESIGN
ENGINEER
HENENGINEER
PERMIT DRAWING
SHEET 4 OF 6
I
-
-
DOCUMENT NOTCONSIDEREDCOO FINAL
UNLESS ALL SIGNATURES COM►LETED
15'LT
10'LT
5'LT
S'RT
10'RT
15'RT
800
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790
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780
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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
-Y1A- 23+52 to 23+70 RT
42" RCP, HW, Bank Stab.
< 0.01
33
1
-Y1A- 23+70 RT
HW & Ditch Construction
< 0.01
18
TOTALS`:
< 0.01 1
< 0.01
33
18
0
"Rounded totals are sum of actual impacts
NOTES:
MR FPh
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
07/09/2019
MECKLENBURG COUNTY
U-5906
46451.1.1
TT 6 (1F 6