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LOCATION.- WIDENING OF 111C 62 (LIBERTY RD) FROM EAST OF
111C 610 (E. FAIRFIELD RD) TO EAST OF SR 4066
(MODLIN GROVE RD) AND THE REALIGNMENT OF
SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD)
TYPE OF WORD: GRADING, PAVING DRAINAGE, & SIGNALS
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WETLAND AND SURFACE WATER IM,'PACTS PERMIT
THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
GRAPHIC SCALES DESIGN DATA
ADT 2018 = 11 /300
50 25 0 50 100 ADT 2040 = 121600
K = 11
PLANS D = 55%
T = 6%*
50 25 0 50 100 V = 50 MPH
*(TTST 2% + DUALS 4%)
PROFILE (HORIZONTAL)
10 5 0 10 20 FUNCTION CLASS:
MINOR ARTERIAL
PROFILE (VERTICAL) REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES
LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES
TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES
PROPOSED SIGN L
EXISTING SIGNAL
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Prepared in the Office of:
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RAMEY KEMP A$SOCIATES
5808 Faringdon Place Raleigh%14rth Carolina 27609
Phone: [phone] www.rameykerPip dom i NC License No. C-0910
2018 STANDARD SPECIFICATIONS
APRIL 14, 2021 CLAUDETTE M.K. ROQUE, PE
PROJECT ENGINEER
RIGHT OF WAY DATE:
NCDOT CONTACT.- CHRIS SMITHERMAN, PE DECEMBER 20, 2022 KAYLA M. POULOS, PE
DIV 7 — PROJECT DELIVERY TEAM LEAD
336-487-0075 LETTING DATE: PROJECT DESIGNER
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
U-6018
I
STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIPTION
47163.1.1
PE
47163.2.1
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47163.3.1
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-L- STA. 77 + 86.12
HYDRA ULICS ENGINEER
�1 MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
RALEIGH, NC 27606
MI ENGINEERING [phone]
FIRM PE NUMBER : P-0671
SIGNATURE:
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ITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
FO RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
OT ERWISE MATCH EXISTING.
TIMOTHY J. HUFFMAN DETAIL 'A'
BRENDA S. HUFFMAN SPECIAL BACK OF CURB CUT DITC
(NOT TO SCALE)
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SPECIAL U DITCH
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DETAIL '1'
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( Not to Scale)
Natural Natural
Ground 3•� �.X Ground
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Geotextile
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Type of Liner= CL B Rip -Rap Max. d=1.0 Ft.
PERMIT DRAWING
SHEET 4 OF 10
DETAIL 'L'
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural N.;X 0g Fill
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FROM -L-STA. 72 + 25 TO STA. 72 + 74 RT FROM -Y8- STA. 14 + 50 TO STA. 15 + 90 LT
EST. 18 TON, 52 SY GEOTEXTILE FROM -Y8- STA. 16 + 00 TO STA. 16 + 50 RT
DDE - 7 CY
DETAIL 'K'
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(NOT TO SCALE)
NATURAL -------
GROUND
A — —
3
Ge a the
Type of Line = CL B Rip -Rap Max. d = 1 Ft.
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16+74 -Y8- Lt SPECIAL BACK OF CURB CUT DITCH
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DETAIL 'C'
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at Ditch
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LILA PHAM �'c I + � � .00 50' 0' 50' 100' 15 0'
Y9- STA. � � F F DENOTES FILL IN
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MATCH E SHEET �� GRAPHIC SCALE
• * * * DENOTES MECHANIZED
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* PROPOSED SIGNAL
CLARENCE W. DAVIS
FOR
R1W
PLAN, SEE SHEET NO. 213-5
FOR
-L-
PROFILE, SEE SHEET NO. 14
FOR
-Y8-
PROFILE, SEE SHEET NO. 19
FOR
-Y9-
PROFILE, SEE SHEET NO. 20
PROJECT REFERENCE NO.
U-6018
R/W/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
8
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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RAMEY KEMP ASSOCIATES
5808 Faringdon Place NC License No. C-0910
Raleigh, North Carolina 27609 www.rameykemp.com
Phone: [phone]
DETAIL
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( Not to Scale)
Natural Natural
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1900 400
2000 -Y9- SR 1162
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\ 9 Q _ \ — 0 \ - — % / EST. 27 TO , $OSY AE0T•E'XTILE 1
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PROJECT REFERENCE NO. SHEET NO.
32 �� PERMIT DRAWING U-6018 8
RANK FOX o /�o� ��� / / atiG� �� \\ _ \ \ % /SHEET"�'C* 1ORM/ SHEET NO.GLADYS S.FO�//� ROADWAY DESIGN HYDRAULICS
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BRENDA S. HUFFMAN SICIAL BACK OF CUR \L DITC STANDARD 'V' DITCH I
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RAW/ SHEET NO.
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HYDRAULICS
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5808 Faringdon Place NC License No. C-0910
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ENGINEER
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2018 ADT 42 0 EXISTING
2040 ADT 4700 WEANT RD.
\ \ /`` •\ I \� \\ \ \ \ \ \ ' DENOTES IMPACTS IN DENOTES TEMPORARY DENOTES
WETLAND
SURFACE WATER IMPACTS IN SURFACE WATER
I o\^ \ \ \ \ \ \ _� 50' 0' 50' 100' 150' DENOTES HAND
o I ��,.-\-�� > �—� CLEARING
GRAPHIC SCALE
1 .0 n ►L
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
FOR R/W PLAN, SEE SHEET NO. 213-8
I \
FOR —Y5— PROFILE, SEE SHEET NO. 18 FOR —RAB2— PROFILE, SEE SHEET NO. 18
®PAVEMENT REMOVAL
I1`I FOR —Y6— PROFILE, SEE SHEET NO. 18 FOR —Y9— PROFILE, SEE SHEET NO. 20

WETLAND AND SURFACE 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+17 to 31+26
24in RCP
< 0.01
< 0.01
34
10
2
-Y8- 14+85 to 15+91
Roadway Fill
0.02
0.01
0.04
3
-Y3Rev- 25+77 to 25+98
Standard Base Ditch
< 0.01
4
-Y6- 18+21 to 18+32
24in RCP
< 0.01
< 0.01
< 0.01
10
27
5
-Y9- 23+77 to 24+23
36in RCP
0.05
< 0.01
< 0.01
< 0.01
< 0.01
< 0.01
152
37
6
-Y9- 14+63 to 14+87
Standard Base Ditch
< 0.01
TOTALS:
0.07
< 0.01
0.01
0.04
0.02
< 0.01
196
74
0
*Rounded totals are sum of actual impacts
NOTES:
*Permanent / Temp. SW Impacts shown as sq. ft. in Supplimental Document
2018 Feb

Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Sw
impacts
(sq . ft.)
Temp.
Sw
impacts
(sq . ft. )
1
-L- 31 +17 to 31 +26
24in RCP
327
57
2
-Y8- 14+85 to 15+91
Roadway Fill
0
0
3
-Y3Rev- 25+77 to 25+98
Standard Base Ditch
223
0
4
-Y6- 18+21 to 18+32
24in RCP
44
105
5
-Y9- 23+77 to 24+23
36in RCP
401
118
6
-Y9- 14+63 to 14+87
Standard Base Ditch
0
52
TOTALS*:
994
331
*Rounded totals are sum of actual impacts