[Attachment E] BL-0063_old-knight_sign-pmp_rev20260515.pdf
PDF 11 MB Posted
- Attached to
- Old Knight Road Sidewalk Improvement Project
- Solicitation number
- 355-27-20260918
- Issued by
- Wake County, North Carolina
About this file
This is a Signing and Pavement Marking Plan document prepared by Stantec Consulting Services for the Town of Knightdale, Wake County, North Carolina, detailing pedestrian improvements along US 64 Business (Knightdale Boulevard) and SR 2049 (Old Knight Road). The project encompasses signing and pavement marking improvements across multiple sheets (SIGN/PM-1 through SIGN/PM-4) with specific construction limits defined by station locations. Key deliverables include sign erection and relocation work totaling 95 linear feet, with seven Type E sign supports on U-channel posts, removal and disposal of existing sign systems and supports, thermoplastic pavement marking lines in various widths (4-inch, 8-inch, 12-inch, and 24-inch), and installation of detectable warning surfaces on existing curb ramps. Quantities include 950 linear feet of 24-inch thermoplastic pavement marking, 160 linear feet of 4-inch marking removal, 20 linear feet of 8-inch marking removal, and 90 linear feet of 12-inch marking removal, with two retrofit existing concrete curb ramps scheduled. The document references NCDOT Roadway Standard Drawings dated January 2024 and incorporates standard specifications established by the Town of Knightdale. Design approval signatures from the Town Engineer and Land Use Administrator are required to finalize the plans, with DocuSign envelope documentation dated between May 18-22, 2026.
The project includes thermoplastic pavement marking pay items under various sections (4685000000-E through 4870000000-E) utilizing extruded thermoplastic or heated-in-place alternatives as specified by the engineer. All pavement markings and markers shall be installed on final surfaces with provisions to tie proposed markings to existing lines, remove conflicting markings, and comply with general notes applicable throughout construction. The signing plan incorporates Type E ground-mounted signs relocated to new supports with specific provisions for field location by the engineer. Construction limits are defined on both US 64 Business (Knightdale Boulevard) and SR 2049 (Old Knight Road), with project boundaries ranging from Station 10+80.97 to Station 27+60.34 on the L-line alignment. The work is performed under Town of Knightdale standards as part of the broader Old Knight Road Sidewalk Improvement Project, a partnership between the Town of Knightdale and the Wake County Transit Tax District Community Funding Program that will receive no federal funding.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LOCATION:
SIGNING & PAVEMENT MARKING PLAN
TOWN OF KNIGHTDALE
WAKE COUNTY, NORTH CAROLINA
U.S. 64 BUS (KNIGHTDALE BOULEVARD) AND SR 2049 (FORESTVILLE ROAD).
PEDESTRIAN IMPROVEMENTS ON SR 2049 (OLD KNIGHT ROAD) BETWEEN
US 64 Bus. (Knightdale Blvd)
North First Avenue
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEAL
DATE:
APPROVED:
SHEET NO.TIP NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEAL
DATE:
APPROVED:
SHEET NO.TIP NO.
3 4
SIGN/PM-1
SR 2049 (Old Knight Road)
SR 2049 (Forestville Road)
SHEET SIGN/PM-3 SHEET SIGN/PM-4
Existing Signal
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
INDEX
SHEET NO. DESCRIPTION
SIGN/PM-3 Curb ramp locations, signing revisions, and pavement marking revisions
SIGN/PM-4 Curb ramp locations, signing revisions, and pavement marking revisions
SIGN/PM-1A SIGNING-General Project Notes, Roadway Standard Drawings, & Quantities
SIGN/PM-1 Title Sheet
SIGN/PM-2-2B NCDOT Roadway Standard Drawing Details for Curb Ramps
SIGN/PM-1B PAVEMENT MARKING-General Project Notes, Roadway Standard Drawings,& Quantities www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
Suite 300
Senior Transportation Engineer
Senior Transportation TechnicianJames Hambright
Regina Muncey, PE
Betsy L. Watson, PE Deputy Regional Business Leader
919-217-2200
950 STEEPLE SQUARE CT
Prepared For:
Prepared By:
Stantec Consulting Services, Inc.
TOWN OF KNIGHTDALE
U S
E R
N A
M E
D G
N
S Y
S T
IM
E
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
SHEET NO.TIP NO.
P
RO
FESSIONA
L
ENGINEER
NO
RT
H CAROLINA
SEAL
YECNUM .M ANI
GE
R
043239
TC002-BL
-Y1- STA. 10+80.97
BEGIN CONSTRUCTION
-Y1- STA. 12+39.29
END CONSTRUCTION
EXISTING CALL BOX
DO NOT DISTURB
FULL DEPTH SAWCUT LIMITS
TIE TO EXISTING SIDEWALK
TIE TO EXISTING C&G
TIE TO EXISTING C&G
TIE TO EXISTING C&G
SIDEWALK
EXISTING
TIE TO
-L- STA. 11+15.13
BEGIN CONSTRUCTION
BEGIN PROJECT TC002-BL
-L- STA. 21+00.00
END CONSTRUCTION
-L- STA. 27+60.34
BEGIN CONSTRUCTION
-Y2- STA. 10+66.60
END CONSTRUCTION
END PROJECT TC002-BL
EXISTING POLE
DO NOT DISTURB
LIMITS
CURB AND GUTTER
1.5" MILL & OVERLAY
EXIST. C&G
TIE TO
EXIST. C&G
TIE TO
30'R
FULL DEPTH SAWCUT LIMITS
EXISTING LANE LINE
1.5" MILL & OVERLAY TO
YELLOW CENTERLINE
TO EXISTING DOUBLE
1.5" MILL & OVERLAY
LINE
TO EXISTING LANE
1.5" MILL & OVERLAY
YELLOW CENTERLINE
TO EXISTING DOUBLE
1.5" MILL & OVERLAY
LINE
TO EXISTING LANE
1.5" MILL & OVERLAY
YELLOW CENTERLINE
TO EXISTING DOUBLE
1.5" MILL & OVERLAY
N O
T E S
S
E E
P
A Y
I
T E
M
I
G N
O
W
U
P P
O R
T
E R
E C
T
R
L O
C A
T
D
P
S
°0
'0
.4
S °0
'3
N03°53'3 4"E 17
8.97'
K N
IG
H T
D A
L E B
O U
L E
V A
R D
P
U B
L
IC
V A
R
IE
S
U S H
IG
H W
A Y
B
U T
IL
IT
Y
E A S
E M
E N
T
B M
P G
E X
W A T E
R
M E
T
B F P
E X
R
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
5/18/2026
5/22/2026
5/20/2026
SIGN/PM-1A
& QUANTITIES
NCDOT ROADWAY STANDARD DRAWINGS,
GENERAL PROJECT NOTES,
SIGNING PLAN
SUMMARY OF QUANTITIES
903 95 L.F.
SIGN ERECTION, TYPE E904 7 EA.
904 SIGN ERECTION, RELOCATE SIGN TYPE E (GROUND MOUNTED) EA.
4155000000
4192000000 907
907 DISPOSAL OF SIGN SYSTEM, U-CHANNEL
DISPOSAL OF SUPPORT, U-CHANNEL
EA.
EA.
ITEM DESCRIPTIONITEM NO. UNITQUANTITY
DESC. SECT.
NO. NO.
SIGNING PLAN
4072000000 SUPPORTS, 3 LB STEEL U-CHANNEL
4102000000
4116100000
907 0 EA.4238000000 DISPOSAL OF SIGN, D, E, OR F
GENERAL NOTES
. SEE ROADWAY PLANS FOR GUARD/GUIDE RAIL DETAILS.
. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING.
RE-ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL.
. WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS, THE
SHALL BE FIELD LOCATED BY THE ENGINEER.
. WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL 'E' AND 'F' SIGNS
INFORM THE ENGINEER. THE WORK WILL BE COMPLETED BY OTHERS.
MAINTAINED) IS REQUIRED DUE TO CONSTRUCTION, THE CONTRACTOR SHALL
. IF REMOVAL OR RELOCATION OF SIGNS ON A PRIVATE STREET (NON-STATE
OTHERWISE INDICATED ON THE PLANS.
. ALL TYPE 'D' SIGNS SHALL BE MOUNTED ON TW0 U-CHANNEL POSTS UNLESS
. SIGNS FURNISHED BY THE CONTRACTOR
STD. NO. TITLE
DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
904.50 MOUNTING OF TYPE ̀D', ̀E' AND ̀F' SIGNS ON ̀U' CHANNEL POSTS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
SIGNING
STANDARD DRAWINGS
NCDOT ROADWAY
910.40 SINGLE LANE ROUNDABOUT SIGNING, WITH PEDESTRIANS
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
DISPOSAL OF SUPPORT, U-CHANNEL
DISPOSAL OF SIGN SYSTEM, U-CHANNEL
SIGN ERECTION, TYPE E
SIGN ERECTION, RELOCATE TYPE E
3 DISPOSAL OF SIGN, D, E OR F
SIGNING PAY ITEM NOTES
U S
E R
N A
M E
D G
N
S Y
S T
IM
E
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
SHEET NO.TIP NO.
P
RO
FESSIONA
L
ENGINEER
NO
RT
H CAROLINA
SEAL
YECNUM .M ANI
GE
R
043239
TC002-BL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
Suite 300
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
5/18/2026
SIGN/PM-1B
& QUANTITIES
NCDOT ROADWAY STANDARD DRAWINGS,
GENERAL PROJECT NOTES,
PAVEMENT MARKING PLAN
SUMMARY OF QUANTITIES
ITEM DESCRIPTIONITEM NO. UNITQUANTITY
DESC. SECT.
NO. NO.
PAVEMENT MARKING PLAN
PAVEMENT MARKING DETAIL SHEETS.
E) SEE ROADWAY PLANS FOR ALTERNATE CURB RAMP DESIGNS WHEN INDICATED ON
THE EXTRUDED THERMOPLASTIC PAY ITEM.
AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING
IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS
D) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED
C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
NONETHERMOPLASTIC SR 2049 (FORESTVILLE ROAD)
NONETHERMOPLASTIC SR 2049 (OLD KNIGHT ROAD)
ROAD NAME MARKING MARKER
AS FOLLOWS:
A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE
OR DIRECTED BY THE ENGINEER.
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
GENERAL NOTES
REMOVAL OF PAVEMENT MARKING LINES, 24"
FT.
FT.
FT.
FT.
FT.
4685000000-E
4700000000-E
4850000000-E
4860000000-E
4870000000-E
THERMOPLASTIC PAVEMENT MARKING LINES, 4", 90 mils
THERMOPLASTIC PAVEMENT MARKING LINES, 12", 90 mils
REMOVAL OF PAVEMENT MARKING LINES, 4"
REMOVAL OF PAVEMENT MARKING LINES, 8" 00
CURB RAMP LOCATIONS
DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
STD. NO. TITLE
PAVEMENT MARKING
1205.02 PAVEMENT MARKINGS (TWO-LANE & MULTI-LANE ROADWAYS)
1205.04 PAVEMENT MARKINGS (INTERSECTIONS)
1205.07 PAVEMENT MARKINGS (PEDESTRIAN CROSSWALKS)
1205.01 PAVEMENT MARKINGS (LINE TYPES AND OFFSETS)
STANDARD DRAWINGS
NCDOT ROADWAY
CURB RAMP TYPES AND DESIGN
NOTE: SEE ROADWAY STANDARD DRAWING #848.06 FOR INFORMATION RELATED TO
1205.14 PAVEMENT MARKINGS (ROUNDABOUTS)
1205.05 PAVEMENT MARKINGS (TURN LANES)
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
950 FT.12054709000000-E THERMOPLASTIC PAVEMENT MARKING LINES, 24", 90 mils
4 FT.1205 THERMOPLASTIC PAVEMENT MARKING, 24" YIELD LINE TRIANGLE, 90 mils SP
EA.2612300000-N 2RETROFIT EXISTING CONCRETE CURB RAMPS848
SCHEDULE
PAVEMENT MARKING
T103 - 24" YIELD LINE TRIANGLE
THERMOPLASTIC (24", 90 MILS)
T62 - WHITE CROSSWALK LINE
T61 - WHITE STOPBAR
THERMOPLASTIC (24", 90 MILS)
T55 - (12") 3 FT. - 3 FT./SP WHITE MINISKIP
THERMOPLASTIC (12", 90 MILS)
T13 - (4") DOUBLE YELLOW CENTER
T5 - (4") 2 FT. - 6 FT./SP WHITE MINISKIP
T1 - (4") WHITE EDGELINE
THERMOPLASTIC (4", 90 MILS)
U S
E R
N A
M E
D G
N
S Y
S T
IM
E
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
SHEET NO.TIP NO.
P
RO
FESSIONA
L
ENGINEER
NO
RT
H CAROLINA
SEAL
YECNUM .M ANI
GE
R
043239
TC002-BL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
Suite 300
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
5/18/2026
G
N /P
M fo r C
U R
B R
A M
P S
N C
D O
T R
O A
D W
A Y
S T
A N
D A
R D
D R
A W
IN
G
S
P A
V E
M E
N T
M A
R K
IN
G
P L
A N
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
$$$$USERNAME$$$$
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
$$$$$$SYSTIME$$$$$
S H
E E
T N
O
T
IP
N O
T C
B
L w w w .s ta n te c .c o m
L ic e n s e N o . F
-0
S ta n te c C o n s u ltin g
S e rv ic e s In c
J o n e s F ra n k lin
R o a d
R a le ig h , N
C
T e
l. (9
) 8
-6
F a x
. (9
) 8
-7
S u ite
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
IG
N /P
M -2
A fo r C
U R
B R
A M
P S
N C
D O
T R
O A
D W
A Y
S T
A N
D A
R D
D R
A W
IN
G
S
P A
V E
M E
N T
M A
R K
IN
G
P L
A N
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
$$$$USERNAME$$$$
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
$$$$$$SYSTIME$$$$$
S H
E E
T N
O
T
IP
N O
T C
B
L w w w .s ta n te c .c o m
L ic e n s e N o . F
-0
S ta n te c C o n s u ltin g
S e rv ic e s In c
J o n e s F ra n k lin
R o a d
R a le ig h , N
C
T e
l. (9
) 8
-6
F a x
. (9
) 8
-7
S u ite
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
IG
N /P
M -2
B fo r C
U R
B R
A M
P S
N C
D O
T R
O A
D W
A Y
S T
A N
D A
R D
D R
A W
IN
G
S
P A
V E
M E
N T
M A
R K
IN
G
P L
A N
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
$$$$USERNAME$$$$
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
$$$$$$SYSTIME$$$$$
S H
E E
T N
O
T
IP
N O
T C
B
L w w w .s ta n te c .c o m
L ic e n s e N o . F
-0
S ta n te c C o n s u ltin g
S e rv ic e s In c
J o n e s F ra n k lin
R o a d
R a le ig h , N
C
T e
l. (9
) 8
-6
F a x
. (9
) 8
-7
S u ite
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
U S
E R
N A
M E
D G
N
S Y
S T
IM
E
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
SHEET NO.TIP NO.
P
RO
FESSIONA
L
ENGINEER
NO
RT
H CAROLINA
SEAL
YECNUM .M ANI
GE
R
043239
TC002-BL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
Suite 300
5 7 9 116 8 104
10'10'10' 10'10' 10'
30'R 30'R 30'R
30'R30'R
30'R
20'R
10'10'
B U
S
S T
O P
S I
G N
A D
O P
T
A
H I
G H
W A
Y
S
T O
N
O R
E
T H
B
N O
T E
S
Y
I
T
T E
S
E E
P
A Y
I
T
T A I
N
R E
T A I
N
RETAIN
RETAIN
RETAIN
R E
T A I
N
R E
T A I
N
S I
W
S
U P P
O R
T
E R
E
L O
C A
T
P P
O R
T
E R
E
L O
C A
T
NO
PARKING
NO
PARKING
18.94' LT
-L- Sta.10+75+/-
3.20' LT
-L- Sta.13+53+/-
3.67' LT
-L- Sta.14+52+/-
6.72' LT
-L- Sta.15+24+/-
T1 T1
8.31' LT
-L- Sta.17+79+/-
8.27' LT
-L- Sta.17+31+/-
EXISTING MARKINGS
EXISTING MARKINGS
EXISTING MARKINGS
EXISTING MARKINGS
T62 T62T62
T62
18.96' LT
-L- Sta.11+16+/-
T62
5.94' LT
-L- Sta.12+98+/-
T62
EXISTING MARKINGS
EXISTING MARKINGS
Entrance to Sherwin-Williams store per NCDOT Roadway Standard Drawing #848.06 (4 of 13) Note: Install Detectable Warning Surface on existing sidewalk per NCDOT Roadway Standard Drawing #848.06 (4 of 13) Note: Install Detectable Warning Surface on existing sidewalk
T13 T13
Centerline Marking Begin Proposed
(Tie to Existing Markings)
T1
EXISTING MARKINGS
T1
T5
T5
-L- Sta.15+30+/-
F F E
.4
E X
IS
T
IN
S
T A
U R
A N
T
F R
E E
Z E
R E
X
IS
T
IN
G
CT
F
D N
D N
R
V
R
IE
S
E X
IS
T
IN
G
SIGN/PM-3
SIGNING & PAVEMENT MARKINGS
M A
T C
H L
IN
E
L
S T A . 19
S E E
S
H E E T
S
IG
N /P
M
North First Ave.
U S
B u
s. (K n ig h td a le B lv d
SR 2049 (Old Knight Rd.)
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
DISPOSAL OF SUPPORT, U-CHANNEL
DISPOSAL OF SIGN SYSTEM, U-CHANNEL
SIGN ERECTION, TYPE E
SIGN ERECTION, RELOCATE TYPE E
3 DISPOSAL OF SIGN, D, E OR F
SIGNING PAY ITEM NOTES
DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
STD. NO. TITLE
1205.02 PAVEMENT MARKINGS (TWO-LANE & MULTI-LANE ROADWAYS)
1205.04 PAVEMENT MARKINGS (INTERSECTIONS)
1205.07 PAVEMENT MARKINGS (PEDESTRIAN CROSSWALKS)
1205.01 PAVEMENT MARKINGS (LINE TYPES AND OFFSETS)
STANDARD DRAWINGS
NCDOT ROADWAY
CURB RAMP TYPES AND DESIGN
NOTE: SEE ROADWAY STANDARD DRAWING #848.06 FOR INFORMATION RELATED TO
1205.14 PAVEMENT MARKINGS (ROUNDABOUTS)
1205.05 PAVEMENT MARKINGS (TURN LANES)
904.50 MOUNTING OF TYPE `D', `E' AND `F' SIGNS ON `U' CHANNEL POSTS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
910.40 SINGLE LANE ROUNDABOUT SIGNING, WITH PEDESTRIANS
(K n ig h td a le B lv d
U S
B u s.
SCHEDULE
PAVEMENT MARKING
T103 - 24" YIELD LINE TRIANGLE
THERMOPLASTIC (24", 90 MILS)
T62 - WHITE CROSSWALK LINE
T61 - WHITE STOPBAR
THERMOPLASTIC (24", 90 MILS)
T55 - (12") 3 FT. - 3 FT./SP WHITE MINISKIP
THERMOPLASTIC (12", 90 MILS)
T13 - (4") DOUBLE YELLOW CENTER
T5 - (4") 2 FT. - 6 FT./SP WHITE MINISKIP
T1 - (4") WHITE EDGELINE
THERMOPLASTIC (4", 90 MILS)
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
5/18/2026
U S
E R
N A
M E
D G
N
S Y
S T
IM
E
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROVED:
SHEET NO.TIP NO.
P
RO
FESSIONA
L
ENGINEER
NO
RT
H CAROLINA
SEAL
YECNUM .M ANI
GE
R
043239
TC002-BL
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
Suite 300
1312 1514 1716
SR 2049 (Old Knight Rd.)
S R
(F o re stv ille
R d
SR 2232 (Old Knight Rd.)
18'
10'10' 10'10'10'10' 30'R 30'R 30'R 30'R 30'R 30'R
30'R
26'R
550'R 550'R
450'R
20'R
20'R
10'
SIGN/PM-4
SIGNING & PAVEMENT MARKINGS
M A
T C
H L
IN
E
L
S T A . 19
S E E
S
H E E T
S
IG
N /P
M
Land Use Administrator
By: ___________________ Date: _____________ project.
These plans are approved by the Town of Knightdale and serve as construction plans for this
Town Engineer
By: ___________________ Date: _____________ established in the Standard Specifications of the Town of Knightdale.
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements Town Certification. This design has been reviewed by the Engineer for the Town of
DISPOSAL OF SUPPORT, U-CHANNEL
DISPOSAL OF SIGN SYSTEM, U-CHANNEL
SIGN ERECTION, TYPE E
SIGN ERECTION, RELOCATE TYPE E
3 DISPOSAL OF SIGN, D, E OR F
SIGNING PAY ITEM NOTES
T103 - 24" YIELD LINE TRIANGLE
THERMOPLASTIC (24", 90 MILS)
T62 - WHITE CROSSWALK LINE
T61 - WHITE STOPBAR
THERMOPLASTIC (24", 90 MILS)
T55 - (12") 3 FT. - 3 FT./SP WHITE MINISKIP
THERMOPLASTIC (12", 90 MILS)
T5 - (4") 2 FT. - 6 FT./SP WHITE MINISKIP
T1 - (4") WHITE EDGELINE
THERMOPLASTIC (4", 90 MILS)
DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
STD. NO. TITLE
1205.02 PAVEMENT MARKINGS (TWO-LANE & MULTI-LANE ROADWAYS)
1205.04 PAVEMENT MARKINGS (INTERSECTIONS)
1205.07 PAVEMENT MARKINGS (PEDESTRIAN CROSSWALKS)
1205.01 PAVEMENT MARKINGS (LINE TYPES AND OFFSETS)
STANDARD DRAWINGS
NCDOT ROADWAY
CURB RAMP TYPES AND DESIGN
NOTE: SEE ROADWAY STANDARD DRAWING #848.06 FOR INFORMATION RELATED TO
1205.14 PAVEMENT MARKINGS (ROUNDABOUTS)
1205.05 PAVEMENT MARKINGS (TURN LANES)
904.50 MOUNTING OF TYPE `D', `E' AND `F' SIGNS ON `U' CHANNEL POSTS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
910.40 SINGLE LANE ROUNDABOUT SIGNING, WITH PEDESTRIANS
SCHEDULE
PAVEMENT MARKING
T103 - 24" YIELD LINE TRIANGLE
THERMOPLASTIC (24", 90 MILS)
T62 - WHITE CROSSWALK LINE
T61 - WHITE STOPBAR
THERMOPLASTIC (24", 90 MILS)
T55 - (12") 3 FT. - 3 FT./SP WHITE MINISKIP
THERMOPLASTIC (12", 90 MILS)
T13 - (4") DOUBLE YELLOW CENTER
T5 - (4") 2 FT. - 6 FT./SP WHITE MINISKIP
T1 - (4") WHITE EDGELINE
THERMOPLASTIC (4", 90 MILS)
B U
S
S T
O P
S I
G N ex
LAW
STATE
YIELD
TO
CROSSWALK
WITHIN
L A
W
S T
A T E
Y I E
L D
T O
C R
O S S
W A L K
W
IT
H
IN
RETAIN
RETAIN
RETAIN
R E
T A I
N
R E
T A I
N
RETAIN
R E
T A I
N
G r e e n
N C
K e e p
R E
T A I
N
R E
T A I
N
R E
T A I
N
R E
T A I
N
R E
L O
C A
G N
L t a
RETAIN
E R
E
G N
EXISTING SUPPORT
ERECT NEW SIGN ON
E X I
S T I
P P
O R
T
E R
E
P P
O R
T
E R
E
L O
C A
T
T A I
N
S
Y
I
T
T E
S
Y
I
T
T E x
W
N O
T E
S
Y
I
T E
M N O
T E
S
Y
I
T E
M
S I
P P
O R
T
E R
E
L O
C A
T
L O
C A
G N
N O
T E
S
Y
I
T E
M
E R
E
G N
N O
T E
S
Y
I
T E
M
NOTE 4)
(SEE PAY ITEM
RELOCATE SIGN
SIGN ON NEW SUPPORT
ERECT RELOCATED
NOTE 2)
(SEE PAY ITEM
x
W
P L x
W
P L
E R
E
G N
N O
T E
S
Y
I
T
T E
S
Y
I
T E
M
N O
T E
S
S
Y
I
T E
M
NOTE 5)
(SEE PAY ITEM
A
P P
O R
T
D I
S P
O
G N
A
P P
O R
T
D I
S P
O
G N
S
Y
I
T
T E
S I
P P
O R
T
E R
E
L O
C A
T
T E
S
Y
I
T x
R
O N
E W
A Y
ERECT NEW SIGN
(36"x 12")
R6-1
ONE WAY
NOTE 4)
(SEE PAY ITEM
E R
E
G N
N O
T E
S
Y
I
T E
M x
R
O N
E W
A Y
(21"x 15")
W16-7PL
ERECT NEW SIGN
NOTE 4)
(SEE PAY ITEM
NOTES 2 & 5)
(SEE PAY ITEM
SIGN ON NEW SUPPORT
ERECT RELOCATED
K N I
G H
T D
A L
E
C o m p l e x
B a s e b a l l
C e n t e r
R e c r e a t i o n
6.89' LT
-L- Sta.25+83+/-
7.61' LT
-L- Sta.26+24+/-
7.53' LT
-L- Sta.21+52+/-
T1 T1T1 T5T5 T1
T1
T5
6.35' LT
-L- Sta.21+13+/-
5.70' LT
-L- Sta.22+36+/-
6.37' LT
-L- Sta.22+80+/-
MARKINGS
EXISTING
EXISTING MARKINGS
T62
T62 T62
T5 T1
-L- Sta.23+08+/- -L- Sta.25+57+/-
-L- Sta.26+52+/-
28.58' RT
-Y2- Sta.11+04+/-
5.27' LT
-L- Sta.29+83+/-
-L- Sta.29+83+/-
MARKINGS
EXISTING
T62 T55
T103
-L- Sta.29+40+/-
29.21' LT
-Y2- Sta.11+04+/-
ANY DAMAGED MARKINGS
REPAIR OR REPLACE
MARKINGS
EXISTING
-L- Sta.27+82+/-
-L- Sta.28+87+/--L- Sta.28+37+/-
T5
T13 T13
Centerline Marking Begin Proposed
Centerline Marking End Proposed (Tie to Existing Markings)
(Tie to Existing Markings)
MARKINGS
EXISTING
T13
-L- Sta.27+77+/-
-L- Sta.22+08+/-
-L- Sta.21+81+/--L- Sta.20+86+/-
Centerline Marking End Proposed
(Tie to Existing Markings)
-L- Sta.29+10+/- -L- Sta.21+00+/-
Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4
5/18/2026
File details come from the government source that posted it. Updated .