Concrete, Fencing and Signing - US 701 Bypass - Columbus

1705
1552
W. WILLIAMSON ST
W. LEWIS ST T S E EL . S
1438
1437
W. VIRGIL ST
6
3
8
D
A
N
4 5
RIC
NIWDLAB
SHEET TOTAL
STATE STATE PROJECT REFERENCE NO.
NO. SHEETS
N.C. 1
74
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
50978.1.30 PE
FLOWERS
PRIDGEN
DR
1706
WARRIOR TRL
5
5
0
0
9
9
7
7
8
8
.
.
3
1
.
.
3
3
1
1
5 0 9 7 8 3 1 C O
P
N
E
S T
SMYRNA
RD 701 COLUMBUS COUNTY
50978.3.32 5097832 CONST
1567
B
A
R
74 B C R E S T AV E P IC K N E Y S T
WASHINGTON ST
D
JEFFERSON ST
LV US-701 BYP AT WEST WILLIAMSON STREET
E
LL
B
701
W
O
P
.
JK US-701 BYP AT WEST LEWIS STREET
N
WHITEVILLE, NC
1953
1916 T
S N T S O SI D A M . N NIL K N A RF . PEDESTRIAN RRFB CROSSING SIGNALS
N
AND FENCING
GRAPHIC SCALES PROJECT LENGTH
25 10 0 20 40
2024 STANDARD SPECIFICATIONS
ANDREW AIEZZA, PE
RIGHT OF WAY DATE: PROJECT ENGINEER
LETTING DATE:
AUGUST 19, 2026 JULIO B. WILLIAMS
P.E.
NCDOT CONTACT
SIGNATURE:
75500FD
11/20/25
STATE OF NORTH CAROLINA
HS-2406AB/AC
DIVISION OF HIGHWAYS
LOCATION:
TYPE OF WORK:
PLANS
ROADWAY DESIGN ENGINEER
CA/BA6042-SH:TCEJORP
PIT
:TCARTNOC
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
See Sheet 1A For Index of Sheets
See Sheet 1B for Conventional Symbols
CONCRETE RAMPS, CONCRETE SIDEWALK,
VICINITY MAP (NTS)
S
U
B
4
7
S
U
O
T
-L2-
W. WILLIAMSON ST
BEGIN PROJECT HS-2406AC -L2- STA 20+24.36
END PROJECT HS-2406AC -L2- STA 23+39.41
HH HH
W BURKHEAD ST
CO HHHH
HH
N
.
M
A
R
T
IN
L
U
T
H N
E
R K IN G
B L V
S S
A P Y
) D V L B
L L E
HH
W CALHOUN ST .
L E E S T
D B 1
0
W
O
7 P
S K
U J .
N(
-L1-
W. LEWIS ST
END PROJECT HS-2406AB -L1- STA 18+36.25-
BEGIN PROJECT HS-2406AB -L1- STA 10+56.30
T
O
C T
ITA
YB
O
R
Prepared in the Office of:
The John R. McAdams Company, Inc.
621 Hillsborough Street Suite 500 Raleigh, NC 27603
N.C.B.E.L.S. License Number: C-0293
LENGTH OF ROADWAY TIP PROJECTH S-2406AB/AC = 0.175 MILES
TOTAL LENGTH OF TIP PROJECTH S-2406AB/AC = 0.175 MILES
ISAIAH SANDERS,EI N
O
P
R
R O
TH
FE
C
S
A
SI
R
O
O
N A
LIN
A
PROJECT DESIGN ENGINEER SEAL L
053186
A N D R E E N W GI N J. E A ER IE 7 Z / Z 2 A 9/2026

SNOISIVER
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
11/15/23
HS-2406AB/AC
1A
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
COLUMBUS COUNTY
INDEX OF SHEETS GENERAL NOTES 2024 SPECIFICATIONS EFF. 08-11-2025 ROADWAY DESIGN UNIT
ROADWAY DESIGN
EFFECTIVE: 01-16-24 REV. ENGINEER
SHEET NUMBER SHEET REVISED: 2024 ROADWAY ENGLISH STANDARD DRAWINGS RTH CARO
L
N
O
R O
FESSIO
N
IN
A
1 TITLE SHEET SIDE ROADS P A
L
The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards SEAL
053186
1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS
S
T
U
H
I
E
T
C
A
O
B
N
LE
T R
C
A
O
C
N
T
N
O
E
R
C T
W
IO
IL
N
L
S
B
W
E
I
R
T
E
H
Q
A
U
L
IR
L
E
R
D
O A
TO
D S
D
,
O
S T
A
R
L
E
L
E
N
TS
E C
A
E
N
S
D
S A
D
R
R
Y
IV
W
ES
O R
EN
K
T
T
E
O
R
P
IN
R
G
O V
TH
ID
IS
E a
a
n
re
d
a
D
p
e
p
v
li
e
c
l
a
o
b
p
l
m
e
e
to
n t
t h
U
i
n
s
i
p
t
r
-
o
N
je
.
c
C
t
.
a n
D
d
e p
b
a
y
r t
r
m
ef
e
e
n
r
t
e n
o
c
f
e
T
h
ra
e
n
re
sp
b
o
y
r t
a
a
r
t
e
i o
c
n
o n
-
s
R
id
a
e
le
r
i
e
g
d
h
a
, N
pa
.
r
C
t
.
o
,
f
D
t
a
h
t
e
e
s
d
e
J
p
a
l
n
a
u
n
a
s
r
:
y 16, 2024 A N
D
R
E
E
N
W
GI N
J.
E
A
E R
IE
Z 7 Z /2 A 9/2026
1B CONVENTIONAL SYMBOLS PROJECT. THIS WORK WILL BE PAID FOR AT THE UNIT CONTRACT PRICES FOR THE
PARTICULAR ITEMS INVOLVED
STD.NO. TITLE
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SUBSURFACE PLANS
DIVISION 8 - INCIDENTALS
4 THRU 6 PLAN SHEETS
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR 840.14 Concrete Drop Inlet
TMP-1 TRAFFIC CONTROL NOTES SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS
840.16 Drop Inlet Frame and Grates
840.72 Pipe Collar
SIG-1 THRU SIG-2 SIGNAL PLANS CURB RAMPS
848.01 Concrete Sidewalk
848.06 Curb Ramp
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD. 848.06 866.01 Chain Link Fence
DIVISION 11 - WORK ZONE TRAFFIC CONTROL PREPARED BY
1101.01 Work Zone Advance Warning Signs
1101.02 Temporary Road Closures
621 Hillsborough Street Suite 500 Raleigh, NC 27603
1101.11 Traffic Control Design Tables N.C.B.E.L.S. License Number: C-0293
1110.01 Stationary Work Zone Signs
1115.01 Flashing Arrow Boards
1130.01 Drums
1180.01 Skinny Drums
DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION
1205.01 Pavement Markings - Line Types and Offsets
1205.07 Pavement Markings - Pedestrian Crosswalks
MCADAMS/isanders -7/29/2026

Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
05/29/25
HS-2406AB/AC
Note: Not to Scale STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
1B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: RAILROADS: WATER:
Water Manhole
State Line Standard Gauge Hedge
CSX TRANSPORTATION
Water Meter
County Line RR Signal Milepost Woods Line
MILEPOST 35
Water Valve
Township Line Switch Orchard
SWITCH
Water Hydrant
City Line RR Abandoned Vineyard Vineyard
U/G Water Line Test Hole (SUE - LOS A)*
Reservation Line RR Dismantled EXISTING STRUCTURES:
U/G Water Line (SUE - LOS B)* W
Property Line RIGHT OF WAY & PROJECT CONTROL:
MAJOR:
U/G Water Line (SUE - LOS C)* W
Existing Iron Pin (EIP) Primary Horiz Control Point
Bridge, Tunnel or Box Culvert CONC
U/G Water Line (SUE - LOS D)* W
Computed Property Corner Primary Horiz and Vert Control Point
Bridge Wing Wall, Head Wall and End Wall CONC WW
A/G Water
Above Ground Water Line
Existing Concrete Monument (ECM) Secondary Horiz and Vert Control Point MINOR:
Head and End Wall TV:
Vertical Benchmark CONC HW
Parcel / Sequence Number 123
TV Pedestal
Existing Right of Way Monument Pipe Culvert
Existing Fence Line
TV Tower
Proposed Right of Way Monument Footbridge v v
Proposed Woven Wire Fence
(Rebar and Cap)
U/G TV Cable Hand Hole
Drainage Box: Catch Basin, DI or JB CB
Proposed Chain Link Fence
Proposed Right of Way Monument
U/G TV Test Hole (SUE - LOS A)*
Paved Ditch Gutter
(Concrete)
Proposed Barbed Wire Fence
Existing Permanent Easement Monument Storm Sewer Manhole U/G TV Cable (SUE - LOS B)* TV
Existing Wetland Boundary WLB
Proposed Permanent Easement Monument U/G TV Cable (SUE - LOS C)* TV
Storm Sewer S
Proposed Wetland Boundary WLB (Rebar and Cap)
U/G TV Cable (SUE - LOS D)* TV
Existing Endangered Animal Boundary EAB Existing C/A Monument UTILITIES: * SUE - Subsurface Utility Engineering
U/G Fiber Optic Cable (SUE - LOS B)* TV FO
LOS - Level of Service - A,B,C or D (Accuracy)
Existing Endangered Plant Boundary EPB Proposed C/A Monument (Rebar and Cap)
POWER:
U/G Fiber Optic Cable (SUE - LOS C)* TV FO
Existing Historic Property Boundary HPB Proposed C/A Monument (Concrete)
Existing Power Pole
U/G Fiber Optic Cable (SUE - LOS D)* TV FO
Existing Right of Way Line
Known Contamination Area: Soil
Proposed Power Pole
R GAS:
Proposed Right of Way Line
Potential Contamination Area: Soil W
Existing Joint Use Pole
Gas Valve
Existing Control of Access Line
Known Contamination Area: Water
Proposed Joint Use Pole
Gas Meter
Proposed Control of Access Line C
Potential Contamination Area: Water A
Power Manhole
U/G Gas Line Test Hole (SUE - LOS A)*
Proposed ROW and CA Line RW
Contaminated Site: Known or Potential CA
Power Line Tower U/G Gas Line (SUE - LOS B)* G
Existing Easement Line
E
BUILDINGS AND OTHER CULTURE:
Power Transformer U/G Gas Line (SUE - LOS C)* G
Proposed Temporary Construction Easement
E
Gas Pump Vent or U/G Tank Cap
U/G Power Cable Hand Hole U/G Gas Line (SUE - LOS D)* G
Permanent Construction Easement
PE
Sign H-Frame Pole Above Ground Gas Line A/G Gas
Proposed Temporary Drainage Easement
TDE
Well U/G Power Line Test Hole (SUE - LOS A)*
SANITARY SEWER:
Proposed Permanent Drainage Easement
PDE
Small Mine U/G Power Line (SUE - LOS B)* P
Sanitary Sewer Manhole
Proposed Permanent Drainage/Utility Easement
DUE
Foundation U/G Power Line (SUE - LOS C)* P Sanitary Sewer Cleanout
Proposed Permanent Utility Easement
PUE
Area Outline U/G Power Line (SUE - LOS D)* P U/G Sanitary Sewer Line
SS
Proposed Temporary Utility Easement
TUE
Cemetery TELEPHONE: Above Ground Sanitary Sewer A/G Sanitary Sewer
Proposed Aerial Utility Easement
AUE
Building Existing Telephone Pole SS Force Main Line Test Hole (SUE - LOS A)*
ROADS AND RELATED FEATURES:
School Proposed Telephone Pole SS Force Main Line (SUE - LOS B)* FSS
Existing Edge of Pavement
Church Telephone Manhole SS Force Main Line (SUE - LOS C)* FSS
Existing Curb
Dam Telephone Pedestal SS Force Main Line (SUE - LOS D)*
FSS
C
Proposed Slope Stakes Cut
HYDROLOGY: Telephone Cell Tower MISCELLANEOUS:
F
Proposed Slope Stakes Fill
Stream or Body of Water U/G Telephone Cable Hand Hole Utility Pole
Hydro, Pool or Reservoir Proposed Curb Ramp CR U/G Telephone Test Hole (SUE - LOS A)* Utility Pole with Base
Existing Metal Guardrail U/G Telephone Cable (SUE - LOS B)*
Jurisdictional Stream T Utility Located Object
JS
Buffer Zone 1 Proposed Guardrail U/G Telephone Cable (SUE - LOS C)* T Utility Traffic Signal Box
BZ 1
Buffer Zone 2 BZ 2 Existing Cable Guiderail U/G Telephone Cable (SUE - LOS D)* T Utility Unknown U/G Line (SUE - LOS B)*
?UTL
Flow Arrow Proposed Cable Guiderail U/G Telephone Conduit (SUE - LOS B)* TC U/G Tank; Water, Gas, Oil
Disappearing Stream v Equality Symbol U/G Telephone Conduit (SUE - LOS C)* TC
Underground Storage Tank, Approx. Loc.
UST
Spring Pavement Removal U/G Telephone Conduit (SUE - LOS D)* TC
A/G Tank; Water, Gas, Oil
Wetland VEGETATION: U/G Fiber Optics Cable (SUE - LOS B)* T FO Geoenvironmental Boring
Proposed Lateral, Tail, Head Ditch Single Tree U/G Fiber Optics Cable (SUE - LOS C)* T FO Abandoned According to Utility Records AATUR
FLOW
False Sump Single Shrub U/G Fiber Optics Cable (SUE - LOS D)* T FO End of Information E.O.I.
MCADAMS/isanders -7/29/2026

SNOISIVER
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
COLUMBUS COUNTY
ROADWAY DESIGN UNIT
ROADWAY DESIGN
ENGINEER
RTH CARO
L
N
O
R O
FESSIO
N
IN
A
P A
L
SEAL
053186
C
L-L1- W. LEWIS STREET
A N
D
R
E
E
N
W
GI N
J.
E
A
E R
IE
Z Z A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST. EXIST.
S
PREPARED BY
TYPICAL SECTION NO. 0 1
621 Hillsborough Street Suite 500 Raleigh, NC 27603
N.C.B.E.L.S. License Number: C-0293
GNITNALP
PIRTS
VAR. 2' - 5' 5'
-L1- STA. 10+56.30 TO STA. 15+44.04
C
L-L1- W. LEWIS STREET
EXIST.
C&G
0.02
FT/FT
EXIST. EXIST.
S
TYPICAL SECTION NO. 0 2
-L1- STA. 15+44.04 TO STA. 18+36.25
EXIST. EXIST.
S
GNITNALP
PIRTS
11/14/23
HS-2406AB/AC
2A-1
PAVEMENT SCHEDULE
S 4" CONCRETE SIDEWALK
U EXISITING PAVEMENT
SW
0.02
FT/FT
U U
5' VAR. 0' - 7.5'
SW
U U
C
L-L2- W. WILLAIMSON STREET
5' VAR.
SW
0.02
FT/FT
U U
TYPICAL SECTION NO. 0 3
-L2- STA. 20+24.26 TO STA. 23+39.41
GNITNALP
PIRTS
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
7/29/2026

11/14/23
HS-2406AB/AC
4
RRTTHH CCAARROO LL
NN
OO
RR OO FFEESSSSIIOO NN
IINN
AA
PP AA LL
SSEEAALL
005533118866
EE NN GGIINNEE EE RR
MCADAMS/isanders -7/29/2026
SNOISIVER
4" DIP NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
END NOT COLUMBUS COUNTY
C
FOUND N
O
C
"
0
ROADWAY DESIGN UNIT
6
MARY ALICE BULLOCK ROADWAY DESIGN
ENGINEER
COLUMBUS COURT LLC W DB 00850E PG 205
G DB
T
8
R
2
A
2
C
P
T
G
4
860
'
"
0 S
D
E
B
C O
17
N
8
D
P
T
G
R A
2
C
12
T N
O R
R O
TH
FE
C
S
A
SI
R
O
O
N
L IN
A
S 9 2 P A L
' SEAL
0
. 3 053186
0
0
0 degrees
4
A N
D R
E
E
N
W
GI N
J.
E
A
E R
IE
Z Z A
2
0
N
S DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3
0
"
C
&
G
1
4 S
8 F 7 P I
" W
D
D
3
2 "
W "
0 6 E
O S '
0 1 D
K
0
"
R
O
U D
W T
W L I
O
B
S
1
PREPARED BY
C G
/
H
& R
T
G '
621 Hillsborough Street Suite 500 Raleigh, NC 27603
4
I N.C.B.E.L.S. License Number: C-0293
R O N 4 . 0 6 " E P N V D C N FO O U T N D
I P I P
E E 48" WROUGHT IRON
EXISTING R/W
INV=69.81'
EPK
TOP=73.40' INV=67.12' '
0
-EY22-
0
.
8" CLAY 0
WEST LEWIS STREET 19' BST
5
EIP EXISTING R/W EIP EIP EXISTING R/W EIP INV=69.42'
TOP=75.42 INV=69.24'
C
N
HAMPTON WILLIAM O BL-27
DB 930 PG 148 C
1SFD '
2 RAMOS VICTOR CHUTON
CHU-TONG JULIO 2 S
DB 1345 PG 497
CHUTON VICTOR J KENSAN MARTINEZ S U
DB 1383 PG 323 DB 1396 PG 561 B
0
S 1
2SFD 2 2 K
3 degrees L
0 4 CONC 1 2 4 . 0 5 B S
4 degrees 0 ' 1
2 2 1
' 6
.
6 0 S " 2SBKD
3 ' F
3 E
1SFD ' D
4
18" CONC "
N 87 degrees41'40" E
E
T N 194.66
L
. 0
2 4
4 0 degrees
8 0 1 4 T
48" CONC "
C
.
2
'
4
S
B
N
85 degrees51'08" E O 3 6
E 6 S 85 degrees51'08" W N ' " A
1SFD X 0 EIP 34.34' C W RAMOS VICTOR CHUTON P
I S "
C EIP
TL. 112.28'
DB 1345 PG 497
T
O
I
N
N
G CHUTON VICTOR J
C S
DB 1382 PG 264
R
/ E 0 S
W X 6
MTL BUS 3
I S 8 degrees
T . 3
2
I 3
N
0
G '
' 1 5
R "
/
E
W
00+01
00.00+01
BOP
-1L-
00+11 00+21 00+31 00+41 00+51
NAD
83/2001
-L1-
N87 degrees37'40.5"E
5
TEEHS
EES
00.06+51
ATS
-L-
ENIL
HCTAM
TIE TO EXIST. SIDEWALK
REMOVE AND REPLACE CURB RAMP
(NCDOT STD. DWG. NO. 848.06 SHEET 2 OF 13)
R
2
3 .5 0
W. LEWIS SREET
TIE TO EXIST. C&G
BEGIN CONSTR.
-L-1 1 0+56.30
PROP. DETECTABLE
VAR. PLANTING STRIP
WARNING SURFACE
5' SIDEWALK
0
13+96.00 -L1- .0
17.28' RT 5
14+39.81 -L1- 15+27.37 -L1- PROP. TYPE 12+05.00 -L1- 17.28' RT 21.44' RT
1A CURB RAMP 15.86' RT 13+76.00 -L1-
(NCDOT STD. DWG. NO. 848.06) 11.66' RT
12+57.00 -L1- 13+46.00 -L1-
14.15' RT 17.28' RT 12+20.00 -L1-
14.15' RT
REMOVE AND REPLACE CURB RAMP
(NCDOT STD. DWG NO. 848.06 SHEET 2 OF 13)
13+66.00 -L1-
11.70' RT
TIE TO EXIST. C&G TIE TO EXIST. SIDEWALK E TIE TO V EXIST. SIDEWALK
A
G
N
I
K
R
E
H
T
U
L
N
I T
R
A
M
. S
00.5
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
7/29/2026
PROP. YIELD HERE TO PEDESTRIAN SIGN
PROP. RRFB (SEE SHEET SIG-2)
END TYPICAL SECTION NO.1
BEGIN TYPICAL SECTION NO.2
-L1- 15+44.04
12+77.00 -L1-
17.28 RT
EXISITING DI TO BE RETAINED. CONTRACTOR TO
ADJUST SIDEWALK WIDTH TO PREVENT
IMPACTS TO EXITING DI.

SNOISIVER
11/14/23
C
HS-2406AB/AC
N 7
' O 2
C " 5
4
C
4 " I C
. 0 D O H DEPARTM N E O N R T T O H F C T A R R A O N L S I P N O A RTATION
0 6 N COLUMBUS COUNTY
C L
8 C
N O = LT LT S
P
C
" O
S
0 T
ROADWAY DESIGN UNIT 6
S CRESCOM BANK ROADWAY DESIGN
PCR "51 DB 1099 PG 538 S ENGINEER
RTH CARO
L
W
"
N
O
P R O
FESSIO
N A
IN
A
PA BST 9 SEAL L
3
' ' 053186
BST 0 2 .
0
5 2 degrees
4
A N D
R
E
E
N
W
GI N
J.
E
A
E R IE Z Z A
0 0
2
INV=74.37' N
INV=74.37'
TOP=76.93'
U
D
N
O
L
C
E
U
SS
M
A
E
L
N
L
T
S
N
IG
O
N
T
A
C
T
O
U
N
R
S
E
ID
S
E
C
R
O
E
M
D
P
F
L
I
E
N
T
A
E
L
D
T
S
CB
T B
T L L TOP=78.76' '
8
1
T INV=74.39'
C S 72" WD
G & N O B ' P C R " 51 P I E 1SBKD 1SBKD 1SBKD
1
C C
2 O
" " T
0 0 CB
3 6 PREPARED BY
W
/
M 12' BST
R 2
8
T ' 0 ' B 2 1
A T 9 0 . C ' O C L K C ' 621 Hill N sb .C or . o B u .E g . h L S .S t . r e L e i t c S en u s i e te N 5 u 0 m 0 b R e a r: l e C ig -0 h 2 , 9 N 3 C 27603
T L
L 0 O N O W T N C A N
248 S P C L C B EXISTING R/W I
L
E
30" C&G TOP=80.29'
'
0
-EY22- 0
.
0
8" CLAY 5
WEST LEWIS STREET 22' BST
INV=73.71'
1
0
P '
EXISTING R/W I C
E
BST O
8 N
' C
C
O
1
N 2
7
C '
2
"
C 1SFD
O
W 1SFD
N
D
C
JOHN E JR
C AND SARA B G
N THOMPSON T S R
S
O DB 567 PG 540 S U E
C
PB A3 PG 198 B B " D
" 8' F D
24 0 6 3 A K 2 ' 4 4 S 1 F
P B 6. S 1
49
T S 1 degrees 9
2
S
0
B
S S
72" WD
S 87 degrees13'32" W
211.29'
S
S
S
E
T
GERALD & GERALD (INC) "
S 8 '
B DB 479 PG 87 2 0
'
TRACT ONE 0
6 .
TRACT TWO 4 0
degrees
S PB A3 PG 198 2 0 1
0
S
C U S
N B
O
C K
"
B
0
S
6 1
MCADAMS/isanders -7/29/2026
00+61 00+71 00+81 00+91
00.00+91
EOP
-1L-
NAD
83/2001
-L1-
N87 degrees37'40.5"E
4
TEEHS
EES
00.06+51
ATS
1L-
ENIL
HCTAM
PROP. TYPE 1 MODIFIED
CURB RAMP
(NCDOT STD. DWG. NO. 848.06)
PROPOSED NCDOT TYPE 7 CURB RAMP (NCDOT STD. DWG. NO. 848.06)
TIE TO EXIST. SIDEWALK
PROP. TYPE 1 MODIFIED
CURB RAMP
(NCDOT STD. DWG. NO. 848.06)
PROP. TYPE 1 MODIFIED
CURB RAMP
(NCDOT STD. DWG NO. 848.06)
SSAPYB
107-SU
)DVLB
LLEWOP
KJ(
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
END DECORATIVE FENCE (NCDOT STD. DWG. NO. 866.01)
STA. 15+65.75 692.29 LT
BEGIN DECORATIVE FENCE
(NCDOT STD. DWG. NO. 866.01)
STA. 15+98.62 35.65 LT
PROP. RRFB (SEE SHEET SIG-2) END CONSTR.
-L-1 1 8+36.25
7/29/2026
17+20.00 -L1-
19.29 LT
17+25.00 -L1-
19.99 LT
17+95.00 -L1- 19.99 LT
18+05.00 -L1-
19.29 LT
5' SIDEWALK
VAR. PLANTING STRIP
PROP. RRFB
ADJUST WATER METER
(SEE SHEET SIG-2)
W. LEWIS STREET
PROP. YIELD HERE TO PEDESTRIAN SIGN

RRTTHH CCAARROO LL
NN OO
RR OO
FFEESSSSIIOO
NN
IINN AA
PP AA
LL
SSEEAALL
005533118866 EE NN GGIINNEE EE RR
SNOISIVER
T
S
B
'
5
5
D
V
L
B
L
L
E
W
O
P
K
J
0
3
1
C
N
P
Y
11/14/23
B
HS-2406AB/AC
1
0
7 6
S NORTH CAROLINA
C DEPARTMENT OF TRANSPORTATION
U N COLUMBUS COUNTY
G
O
&
C
PROP. RRFB C
PROP. YIELD HERE (SEE SHEET SIG-1) "
TO PEDESTRIANS " 0 COUNTY OF COLUMBUS
SIGN 0 K
6 DB 1214 PG 871
TIE TO 3 PROP. NCDOT TYPE 7 B
ROADWAY DESIGN UNIT
SIDE E W X A I L S K T. ( C N U C R D B O R T A S M T P D. DWG. 848.06) P W R A O R P N . D IN E G T E S C U T R A FC B A LE E S 1 NAD ROADWAY DESIGN
83/2001 ENGINEER
T PROP. DROP INLET FRAME AND GRATE
(NCDOT STD. DWG. 840.16)
S ADJUST OR REPLACE AT DISCRETION OF 22+82.23 -L1- 22+87.23 -L1- RTH CARO L
B RESIDENT ENGINEER OR CONTRACTOR. 19.09 LT 19.09 LT
Y
N O
P
R O
FESSIO
N
A
IN A
L
A A SEAL
P PROP. RRFB TIE TO EXIST. SIDEWALK 22+74 1 . 6 5 . 9 5 9 - L L 1 T - R 4 4 .0 0 2 1 2 6 + .5 9 9 4 L .8 T 9 -L1- ' 9 L 053186 (SEE SHE
R
E
2
T SIG-1)
72" CHL
.0 0 R 8
.
1
C
"
8
A N
D
R
E
E
N
W
GI N
J.
E
A
E R
IE
Z Z A
3 8
.5
0 EXISTING R/W =
V
T DI 72" CHL
4.00 N DOCUMENT NOT CONSIDERED FINAL
L 5' SIDEWALK I UNLESS ALL SIGNATURES COMPLETED
REMOVE AND REPLACE VAR. PLANTING STRIP R 9 .0 0
NO. 848 ( . N 06 C D SH O
C
E T E
U
S T
R
T
B
D 2 . O
R
D F
A
W
M
1 G 3
P
) . (NC B D E O G T I N S S T T D A D E . . C 2 D O 1 W + R 0 G A 0 . . T 8 N I 8 V O 1 E . 1 8 . F 8 6 E 6 6 N . R 0 C T 1 E ) ' 2 1 ( P S R E O E P S . H R E R E F T B S I
' 8 3.
8 7= V NIG-1)WEST WILLIAMSON STREET 20' B
.0
0
ST
R
9
-EY25-30" C&G
' 0 0 INV=81.49' INV=81.80'
. .
BEGIN CONSTR. 7 W. WILLIAMSON STREET 8" C 0 5 LAY ' 8" CLAY
9
-L2- 2 0+24.26
7
3
PR=OP. RRFB .
(SEE SHEET SIG-1)
V T END CONSTR. C 7
G N S N 8
I -L2- 2 3+39.41
& O =
B
C " 15"
RCP
P I E PCR "51 P I E T S EOI EXISTING R/W ' C L Y 8 P O PREPARED BY
0
3
P C R
" 21
BINV=79.57'
T 2
0 N '
G
T
B C S I V R
R5020-8 B
"
2 E 621 Hillsborough Street Suite 500 Raleigh, NC 27603
T B C ID A 7 " N.C.B.E.L.S. License Number: C-0293
S P ' 3
TOP=81.97' 5
B D D 7 '
K K 3 2
.
A L L D 5
P W B B F 9 degrees
E S S S " S 1 S 1 1 S 6 1 0 0
S C PROP. YIELD HERE U 5 1
T E R
P R I
I L L E
L L
P G
3 1 5
P G 6
9
S PROP. DECORATIVE FENCE G & C H
S T
IL
I O G
L
N P
C
E
C
D
O
E
R
S
R E
T
P
R
S
IA
T
NS B
K L
' 6
4 degrees 5
' 2
8 . 0 E B L
K D
O N C
S
KATHARINE C SLEDGE
E E N I T E V 5 4 8 6 3 (NCDOT STD. DWG. NO. 866.01) " 0 3 C N D P B G 6 8 2 1 3 4 B S 1 0 N 5 1 ' 0 " 3 5 ' 1 S C DB R D E 1 B V 0 O 4 1 C 3 0 A 6 P 7 B G L P E 4 G T T 2 R R 3 U A 8 S C T T 2
RH O
B 2 2
M I E W D B P ) C " W E . 8 5 degrees S DB 1043 PG 4 TRACT 3
P R E O
F
S S S A
D
V L B 0 6 / R ' 9
"
3 4 ' BURLINE STOCKS N O S 1 6 1 0 0 RAYMOND B WATTS S
U B
K
B S 1
P Y B 1
0 7
- S U
L L E W
O
P K J (
264
O T
P
I E '
3 T
9 . 9
4 1
6 3 degrees
3
0 S
DB
T S
B
P B 19 7 2 P P G G 3 6 2 2 7 M A I L
L I
W J
T
E D U R
T
R E G
D
N O S
M
A I L L I
W
3 8 G
P
3 6 1
B
2 6 G
P
2 B
P
S AN D
D
D B
B
R 4 U
2
5
3
B 9
5
Y P
P
L G
G
W 3
4
A 9
7
T 9
6
TS
' 4
2 .
E
"
3 5 '
2
5 S RN D 9 5 degrees FRED C WATTS
. B A EA DB UNKNOWN
0 P B 6 1 0
L 0
E
D
N 89 degrees03'35" W N 89 degrees03'35" W S S W
S
P "
PIE OT W/R '11.0 I 53.06' 59.37' 8
W "95'21 degrees98 N E 4
E
" 5 S 88 degrees45'35" E 100.00' S 88 degrees45'35" E N 88 degrees39'25" E N 88 degrees39'25" E
S 3 ' 48" WD '
U ' 0 48.20' S 88 degrees45'35" E 41.45' 2 55.61'
7
0
B 4 . 0 E
degrees
8
.
"
K DEWEY L. HILL 8 1 5 5
7
L DB UNKNOWN 0 2 '
=
B ' 5 YRIBE REGINA
S DB 332 PG 458 S 1033 V 9 5
1 TRACT 16 75 I .02 N I 3 . DB 819 PG 290
D degrees 8
'
1 8
1
2
. 8
KCS
FARMS
4
LLC S
(
E
N
N
C
D
D
D
O
E
T
C
S
O
T
R
D
A
.
T
D
I
W
VE
G .
F
N
EN
O
C
. 8
E
6 6.01) 7 N
6
G DB S 10 E 4 C 3 O N P D G 2 1 4 ' CONC STA. 21+24.87 263.24 RT S = V I 11003345 -
AND U N I' D 7743..1619 Y
THIRD
TRACT T
B 9
PB 3 PG 93 P S 6 B
B .
C T L
3
R S T
A 7
" B P M =
8
1
S
1
1SBLK BUS
V
E
"
N
I 5
3
'
0
2
degrees
1
MCADAMS/isanders -7/29/2026 0
S
00+12 00+22 00+32
00.00+42
EOP
-2L-
00+42
-L2-
S89 degrees12'09.5"E
00.00+02
BOP
-2L-
00+02
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
7/29/2026

11/14/23
HS-2406AB/AC
TMP-1
TRAFFIC CONTROL NOTES
PHASING NOTES
ALL TRAFFIC CONTROL SHALL CONFORM TO THE LATEST MUTCD AND 2024 NCDOT STANDARDS
PHASE 1A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
E) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS, OR
RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES. BARRIER OR GUARDRAIL. PLACED ALONG W. LEWIS ST, S. MARTIN LUTHER KING AVE AND US-701 BYPASS (JK POWELL BLVD) AND
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.
LANE AND SHOULDER CLOSURE REQUIREMENTS THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT
EXCEPT WHEN OTHERWISE NOTED IN THE PLAN.
PHASE 1B: THE CONTRACTOR SHALL CONSTRUCT SIDEWALK , CURB RAMPS AND PEDESTRIAN RRFB
F) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
CROSSING SIGNALS USING NCDOT STD. DWG 1101.02 (SHEET 1 OF 19).
TIME RESTRICTIONS PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PHASE 2A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
PLACED ALONG W. LEWIS ST AND US-701 BYPASS (JK POWELL BLVD).
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
ROAD NAME DAY AND TIME RESTRICTIONS
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
MONDAY THROUGH FRIDAY
-L1- W. LEWIS ST. 7:00 AM TO 9:00 AM & BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. PHASE 2B: THE CONTRACTOR SHALL CONSTRUCT SIDEWALK , CURB RAMPS AND PEDESTRIAN RRFB
-L2- W. WILLIAMSON ST. 4:00 PM TO 6:00 PM CROSSING SIGNALS USING NCDOT STD. DWG 1101.02 (SHEET 1 OF 19).
H) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 5 FT OF AN
US-701 BYPASS (JK POWELL BLVD)
OPEN TRAVEL LANE ON AN UNDIVIDED FACILITY, CLOSE THE NEAREST OPEN
PHASE 3A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE
THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
PLACE ALONG W. WILLIAMSON AND US-701 BYPASS (JK POWELL BLVD).
ROAD NAME DAY AND TIME RESTRICTIONS
I) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
MONDAY THROUGH FRIDAY
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO PHASE 3B: THE CONTRACTOR SHALL CONSTRUCT SIDEWALK, CURB RAMPS AND PEDESTRIAN RRFB
-L1- W. LEWIS ST. 7:00 AM TO 9:00 AM &
-L2- W. WILLIAMSON ST. 4:00 PM TO 6:00 PM THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED CROSSING SIGNALS USING NCDOT STD. DWG 1101.02 (SHEET 1 OF 19).
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
US-701 BYPASS (JK POWELL BLVD)
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
PHASE 4A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
-L2- W. WILLAIMSON ST. 2:30 PM TO 3:30 PM
WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE
J) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
PLACE ALONG W. WILLIAMSON AND US-701 BYPASS (JK POWELL BLVD).
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
HOLIDAY TIME RESTRICTIONS WITH GUARDRAIL OR BARRIER.
PHASE 4B: THE CONTRACTOR SHALL CONSTRUCT SIDEWALK AND PEDESTRIAN RRFB CROSSING SIGNALS
R) NOTIFY THE NCDOT STATEWIDE TRANSPORTATION OPERATIONS CENTER (STOC) USING NCDOT STD. DWG 1101.02 (SHEET 1 OF 19).
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY
AT 877-627-7862 APPROXIMATELY 30 MINUTES PRIOR TO INSTALLING AND WITHIN 15
THE ENGINEER.
MINUTES AFTER REMOVING LANE CLOSURES ON INTERSTATES, FREEWAYS,
PHASE 5A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
CONTROLLED ACCESS FACILITIES, AND US ROUTES.
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6AM DECEMBER 31ST TO 6PM JANUARY 2ND. IF NEW YEAR'S DAY IS WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE
ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 9PM THE FOLLOWING TUESDAY. PLACE ALONG US-701 BYPASS (JK POWELL BLVD).
TRAFFIC PATTERN ALTERATIONS
3. FOR EASTER, BETWEEN THE HOURS OF 6AM THURSDAY AND 9PM MONDAY.
PHASE 5B: THE CONTRACTOR SHALL CONSTRUCT CURB RAMPS, PEDESTRIAN RRFB CROSSING SIGNALS
L) NOTIFY THE ENGINEER THIRTY (30) DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. AND DECORATIVE USING NCDOT STD. DWG 1101.02 (SHEET 3 OF 19) FROM W. LEWIS ST. TO W. BURKHEAD
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6AM FRIDAY AND 9PM TUESDAY.
ST.
SIGNING
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6AM THE DAY BEFORE INDEPENDENCE DAY AND 9PM THE
DAY AFTER INDEPENDENCE DAY. PHASE 6A: THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS PRIOR TO BEGINNING
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN WORK IN ACCORDANCE WITH NCDOT STD. DWG 1101.01. THE APPROACH WARNING SIGNS SHALL BE
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6AM 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE PLACE ALONG US-701 BYPASS (JK POWELL BLVD).
THE THURSDAY BEFORE INDEPENDENCE DAY AND 9PM THE TUESDAY AFTER INDEPENDENCE DAY. (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
PHASE 6B: THE CONTRACTOR SHALL CONSTRUCT CURB RAMPS, PEDESTRIAN RRFB CROSSING SIGNALS
6. FOR LABOR DAY, BETWEEN THE HOURS OF 6AM FRIDAY AND 9PM TUESDAY. N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
AND DECORATIVE USING NCDOT STD. DWG 1101.02 (SHEET 3 OF 19) FROM W. BURKHEAD ST. TO W.
TRAFFIC PATTERN.
WILLIAMSON ST.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6AM TUESDAY AND 9PM MONDAY.
MISCELLANEOUS
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6AM THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY AND 9PM NOTES:
THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS.
Q) LAW ENFORCEMENTM AY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA
PHASES 1,2,3, AND 4 CAN BE COMPLETED IN ANY ORDER AND SIMULTANEOUSLY BUT CANNOT OCCUR
AND/OR INTERSECTIONS AS DIRECTED BY THE ENGINEER.
C) DO NOT CLOSE ROADS AS FOLLOWS:
ALONG WITH PHASES 5 AND 6.
ROAD NAME DAY AND TIME RESTRICTIONS
ANY CONSTRUCTION THAT OCCURS WHERE EQUIPMENT CAN MAINTAIN A 5' CLEARANCE FROM THE EDGE
OF TRAVEL, CAN MAINTAIN MINIMUM LANE WIDTHS AND DOES NOT REQIURE A LANE CLOSURE CAN BE
-L1- W. LEWIS ST. ANYTIME
COMPLETED WITHIN ANY OF THE ABOVE PHASES.
-L2- W. WILLIAMSON ST.
US-701 BYPASS (JK POWEEL BLVD)
PHASE 7: THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AND SGNS AND OPEN ALL
D) DO NOT STOP TRAFFIC AS FOLLOWS: LANES OF TRAFFIC AT COMPLETION OF CONSTRUCTION.
ROAD NAME DAY AND TIME RESTRICTIONS
MONDAY THROUGH FRIDAY
-L1- W. LEWIS ST. 7:00 AM TO 9:00 AM &
-L2- W. WILLIAMSON ST. 4:00 PM TO 6:00 PM
US-701 BYPASS (JK POWELL BLVD)
SNOISIVER
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
COLUMBUS COUNTY
ROADWAY DESIGN UNIT
ROADWAY DESIGN
ENGINEER
RTH CARO
L
N
O
R O
FESSIO
N
IN
A
P A
L
SEAL
053186
7/29/2026
A N D
R
E
E
N
W
GI N
J.
E
A
E R IE Z Z A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED BY
621 Hillsborough Street Suite 500 Raleigh, NC 27603
N.C.B.E.L.S. License Number: C-0293

MA 33:45:01
6202/92/7
ngd.ddmmyyyy_nsd_gis_1XXX-60\ngiseD-40\ngiseD
langiS\OMST\noitatropsnarT\noitcudorP-40\20_90042DCN\DCN\stcejorP\:Y
zsretuowr
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
PROJECT REFERENCE NO. SHEET NO.
HS-2406AB/AC Sig. 1.0
SOLAR SOLAR
POWER POWER
W11-2 SIGN
30"X30"
Semi-Actuated
Rectangular Rapid Flashing Beacon (RRFB)
W11-2 SIGN
36"X36" YELLOW LED RRFB
NOTES
YELLOW LED RRFB
W16-7PL W16-7PR
1. Refer to "Roadway Standard Drawings NCDOT" dated
21"X15" 21"X15"
January 2024, "Standard Specifications for Roads and
Structures" dated January 2024, and all applicable sections
R10-25 SIGN R10-25 SIGN
9"X12" 9"X12" of the latest version of the generic Project Special
Provisions. The PSP can be accessed at the following website:
PEDESTRIAN PUSH BUTTON PEDESTRIAN PUSH BUTTON
FOR WARNING FOR WARNING
PUSH-BUTTON WAI L T I G F H O T R S GAP 7' PUSH-BUTTON WAI L T I G F H O T R S GAP 7' http://connect.ncdot.gov/resources/safety/Pages/TSMO-Design-Resources.aspx
IN TRAFFIC IN TRAFFIC
2. Align the front face of the pedestrian push button assembly parallel
4.5" O.D. ALUMINUM PIPE 4.5" O.D. ALUMINUM PIPE
MIN. THICKNESS = 0.237" 3.5' MIN. THICKNESS = 0.237" 3.5' with the crosswalk.
SQUARE BREAKAWAY SQUARE BREAKAWAY 3. Program Flashing Actuation for southbound US-701 for 22 seconds and
TRANSFORMER BASE TRANSFORMER BASE northbound US-701 for 18 seconds.
4. The RRFB pedestal poles may be field adjusted as necessary to ensure
FOUNDATION FOUNDATION
ANCHOR ANCHOR the pushbutton is within 24" reach of the ramp landing area, at the
A B t discretion of the resident engineer and/or division traffic engineer.
S
n
o
s
Figure 1 - Not to Scale Figure 2 - Not to Scale m
a
i
l
l
i
W
.
W
360'
US-701 Bypass
20'
(JK Powell Blvd) 45 MPH -1% Grade
A D
C
B
B
D 50'
A
45 MPH +2% Grade US-701 Bypass
(JK Powell Blvd)
t
S
n
o
s
m
a
i
l
l
i
W
. LEGEND
W
PROPOSED EXISTING
Sign
N/A Curb Ramp
N/A Right of Way
Directional Arrow
A RRFB w/ Left Arrow (See Fig. 1) A
B RRFB w/ Right Arrow (See Fig. 2) B
Pedestrian Warning Sign (W11-2) w/
C C
"AHEAD" Plaque (W19-9P)
D Yield here to Pedestrians Sign (R1-5) D
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
Pedestrian Crossing
SIGNATURES COMPLETED
Prepared for: SEAL
The Jo 2 h 1 n 0 0 R S . M Tr c y A o d n a S m t s S C ui o te m 4 p 0 a 0 ny, Inc. 750 N. G T ra
n
r
s p
e
o
E D P
r
A e R
t
S
a T
T n S
A t
M
i T o
i f E g
E
i
n
N n e
O M
T a l d
F
l
o
O D
b
P
N
F
i
e k
O l i
s
t
w
R y
T i
T
g y
a
R
H
n
n
, A
d
S G N
C
e S
S A
a c P
R a
t
O
O r
f
i
e
o n
L
R
I t N
n T
y
e A A
D
T I r O N
iv
,
is
i o n NC 27529 D P P R L i A E v P N i A s D R i A E o T D E n B
U
: Y 6 :
S-70
R W J
1
u W l y .
B
o 2 u W 0
y
te 2 C
p
r 6 i s o
a
z l lu l
s
m i
s
a b
a
m u
(
s
J t
R R s C E E
K
V V o o I I E E u W W n
P
n E E t D D y
o
S B B Y Y
w
: : tr
e
e
l
e
l
t T
B
C S
l
P K
v
o in p
d
W t e o
)
l n h k i a teville N S O .
R
C P
T
R E O O
H
N L 0 F S G 4 E IN E
C
8 S I A
A
S N 8 K 9 E
R
I L O I E 7
O
N N R T A
L
L O I N N A
phone 704. 527. 0800 SCALE REVISIONS INIT. DATE
fax 919. 361. 2269 license number: C-0293, C-187 0 30 7/29/2026
N
DATE
www.mcadamsco.com
1"=30' SIG. INVENTORY NO. N/A

MA 65:60:11
6202/92/7
ngd.ddmmyyyy_nsd_gis_2XXX-60\ngiseD-40\ngiseD
langiS\OMST\noitatropsnarT\noitcudorP-40\20_90042DCN\DCN\stcejorP\:Y
zsretuowr
Docusign Envelope ID: F9F6A438-F6B8-84F2-836F-A7F6B2B6454D
PROJECT REFERENCE NO. SHEET NO.
HS-2406AB/AC Sig. 2.0
SOLAR SOLAR
POWER POWER
(DOUBLE-SIDED)
W11-15 SIGN
Semi-Actuated
30"X30"
Rectangular Rapid Flashing Beacon (RRFB)
W11-15 SIGN
36"X36" (DOUBLE-SIDED)
YELLOW LED RRFB NOTES
YELLOW LED RRFB
W16-7PL (DOUBLE-SIDED)
1. Refer to "Roadway Standard Drawings NCDOT" dated
21"X15" W16-7PR
21"X15" January 2024, "Standard Specifications for Roads and
Structures" dated January 2024, and all applicable sections
R10-25 SIGN R10-25 SIGN
9"X12" 9"X12" of the latest version of the generic Project Special
Provisions. The PSP can be accessed at the following website:
PEDESTRIAN PUSH BUTTON PEDESTRIAN PUSH BUTTON
FOR WARNING FOR WARNING
PUSH-BUTTON WAI L T I G F H O T R S GAP 7' PUSH-BUTTON WAI L T I G F H O T R S GAP 7' http://connect.ncdot.gov/resources/safety/Pages/TSMO-Design-Resources.aspx
IN TRAFFIC IN TRAFFIC
2. Align the front face of the pedestrian push button assembly parallel
4.5" O.D. ALUMINUM PIPE 4.5" O.D. ALUMINUM PIPE
MIN. THICKNESS = 0.237" 3.5' MIN. THICKNESS = 0.237" 3.5' with the crosswalk.
SQUARE BREAKAWAY SQUARE BREAKAWAY 3. Program Flashing Actuation for southbound US-701 for 22 seconds and
TRANSFORMER BASE TRANSFORMER BASE northbound US-701 for 18 seconds.
4. The RRFB pedestal poles may be field adjusted as necessary to ensure
FOUNDATION FOUNDATION
ANCHOR ANCHOR the pushbutton is within 24" reach of the ramp landing area, at the
A B discretion of the resident engineer and/or division traffic engineer.
t
S
Figure 1 - Not to Scale Figure 2 - Not to Scale s
i
w
e
L
.
W
US-701 Bypass
20'
(JK Powell Blvd) 45 MPH +2% Grade
A D
B B
330'
C D 50'
A
45 MPH 0% Grade US-701 Bypass
(JK Powell Blvd)
t
S
s
i
w
e
L
.
W
LEGEND
PROPOSED EXISTING
Sign
N/A Curb Ramp
N/A Right of Way
Directional Arrow
A RRFB w/ Left Arrow (See Fig. 1) A
B RRFB w/ Right Arrow (See Fig. 2) B
Pedestrian Warning Sign (W11-2) w/
C C
"AHEAD" Plaque (W19-9P)
D Yield Here To Pedestrians Sign (R1-5) D
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
Pedestrian Crossing
SIGNATURES COMPLETED
Prepared for: SEAL
The Jo 2 h 1 n 0 0 R S . M Tr c y A o d n a S m t s S C ui o te m 4 p 0 a 0 ny, Inc. 750 N. G T ra
n
r
s p
e
o
E D P
r
A e R
t
S
a T
T n S
A t
M
i T o
i f E g
E
i
n
N n e
O M
T a l d
F
l
o
O D
b
P
N
F
i
e k
O l i
s
t
w
R y
T i
T
g y
a
R
H
n
n
, A
d
S G N
C
e S
S A
a c P
R a
t
O
O r
f
i
e
o n
L
R
I t N
n T
y
e A A
D
T I r O N
iv
,
is
i o n NC 27529 D P P R L i A E v P N i A s D R i A E o T D E n B
U
: Y 6 :
S-70
R J
1
u W l y
B
W o 2 u 0
y
te 2 . C
p
r 6 s o L
a
z lu
s
e m
s
w b
a
u
(
s i
J t
R R s C E E
K
V V o I I S E E u W W
P
n t E E t D D r y
o
B B e Y Y
w
: : et
ell
T
B
C S
l
P K
v
o in p
d
W t e o
)
l n h k i a teville N S O .
R
C P
T
R E O O
H
N L 0 F S G 4 E IN E
C
8 S I A
A
S N 8 K 9 E
R
I L O I E 7
O
N N R T A
L
L O I N N A
phone 704. 527. 0800 SCALE REVISIONS INIT. DATE
fax 919. 361. 2269 license number: C-0293, C-187 0 30 7/29/2026
N
DATE
www.mcadamsco.com
1"=30' SIG. INVENTORY NO. N/A