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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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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: 919-872-5115 1 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
3 3 6-4 8 7-0 0 7 5 LETTING DATE: PROJECT DESIGNER
Al
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
_ R/W & UTL
4 7163.3.1
_ C O N ST
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BUFFER DRAWING
SHEET 1 OF 13
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—L— STA. 78 + 2 0.00
END TIP PROJECT U-6018
SITE 6 —L— STA. 77 + 86.12
SITE 7
HYDRA ULICS ENGINEER
�1 MI ENGINEERING
1011 SCHAUB DRIVE, SUITE 100
RALEIGH, NC 27606
MI ENGINEERING (919) 851-6606
----------- FIRM PE NUMBER: P=0671
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ROADWAY DESIGN ENGINEER
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NOTES: SHEET 2 OF 13
1. DRIVEWAYS FOR SHOULDER
Oo FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
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5808 Faringdon Place NC License No. C-0910
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GRAPHIC SCALE
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8
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RAMEY KEMP ASSOCIATES
5808 Faringdon Place NC License No. C-0910
Raleigh, North Carolina 27609 www.rameykemp.com
Phone: 919-872-5115
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Natural Natural
Ground ?•� D �� Ground
d
Geotextile B Min. D= 2.OFt.
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B = VARIABLE,
3 Ft.-6 Ft.
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STA. 15 + 00 -Y9- Lt
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DETAIL 'L'
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( Not to Scale)
Natural N'N oet Fill
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D
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O FROM STA. 15 + 00 TO STA. 18 + 50 -Y9- Lt
Ln DETAIL 'A'
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NATURAL
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KIMBERLY J. COX
THATBOTHERSME LLC
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DETAIL 'J'
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PROJECT REFERENCE NO.
U-6018
RAW/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
11
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1< 14r,/ lk
A
RAMEY KEMP ASSOCIATES
5808 Faringdon Place NC License No. C-0910
Raleigh, North Carolina 27609 www.rameykemp.com
Phone: 919-872-5115
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FOR FUTURE USE
DETAIL 'F'
SPECIAL BACK OF URB CUT DITCH
(NOT TO ALE)
NATURAL
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FROM STA. 23 + 00 TO STA. 23 + 50 -Y9- Rt FROM STA. 11 + 50 O STA. 19 + 00 -Y9- Rt
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2 EXI STI N G 2400
WEANT RD.
DETAIL '0'
STANDARD 3' BASE DITCH
( Not to Scale)
Natu ra 1 Natural
Ground TI-60
Ground
d
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*When B is < 6.0' B= 3.OFt.
Type of Liner= CL I Rip -Rap
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GRAPHIC
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-YY- JK IIOZ
< 00 REALIGNED
100 WEANT RD.
2300
2000
2300
-Yb- SR 1162
2018 ADT 42 0 EXISTING
2040 ADT 4700 WEANT RD.
BUFFER DRAWING
SHEET 10 OF 13
�1 m -- - R ----- FOR RNV PLAN, SEE SHEET NO. 213-8
FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RA132- PROFILE, SEE SHEET NO. 18
PAVEMENT REMOVAL
FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 ®
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FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL
WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING.
2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH
FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL;
OTHERWISE MATCH EXISTING.
DETAIL 'S'
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
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d
Geotextile B Min. D= 2.OFt.
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DETAIL 'G'
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F�
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NATURAL
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MATCHLINE Y9 $
SEE SHEET 4
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PROJECT REFERENCE NO.
U-6018
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
11
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RAMEY KEMP ASSOCIATES
5808 Faringdon Place NC License No. C-0910
Raleigh, North Carolina 27609 www.rameykemp.com
Phone: 919-872-5115
v II \ I I I / — R GR I J I\ \ �\ KIMBERLY J C X C4 \ �5
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ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
BUFFER DRAWING
SHEET 11 OF 13
FOR R/W PLAN, SEE SHEET NO. 213-8
FOR —Y5— PROFILE, SEE SHEET NO. 18 FOR —RA132— PROFILE, SEE SHEET NO. 18
®PAVEMENT REMOVAL
FOR —Y6— PROFILE, SEE SHEET NO. 18 FOR —Y9— PROFILE, SEE SHEET NO. 20
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
-L- 30+68.5 to 31 +70
24in RCP
2238
1693
2
-L- 44+97 to 46+10
36in Pipe Extension
28
1507
3
-Y9- 10+45 to 14+17
Proposed Roadway
6425
10529
4
-Y3 Rev- 24+77 to 26+ 10
18 i n RCP
2264
4
-Y3 Rev- 27+59 to 28+61
18 i n RCP
2214
1121
5
-Y3Rev- 15+31 to 16+25
Proposed Roadway
1835
560
6
-Y9- 14+63 to 14+99
Std. Base Ditch
1865
1142
7
-Y9- 23+46 to 24+43
36in RCP
10918
6850
8
-Y6- 17+71 to 19+ 19
24in RCP
1819
925
TOTALS*:
29606
24327
0
0
0
0
0
0
NOTES:
Revised 2018 Feb
WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) 1 (ftt) (ftt)
4-Y3Rev- 15+75 to 15+86 1 14
1 6 1 -Y9- 23+77 to 24+23 1 1 2992 1 1
(TOTAL: 1 3006 1 0 1
ised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04/29/2022
GUILFORD
U-6018
47163.1.1
SHEET 13 OF
an