[Attachment A] BL-0063_old-knight_RdyPlans_20260226.pdf

LOCATION:

TYPE OF WORK:

U S P

P F S

S 1\ s h a r e d p r o j e c t s t r a n s p o r t a t io n d e s ig n

R o a d w a y

P r o j

R d y t s h .d g n t r a c o o k

VICINITY MAP

TOWN OF KNIGHTDALE

LIMITS

PROJECT

20492233

2515 2512

BUS

BUS

CAROLINA AND

NORTHWESTERN

RAILWAY

K n ig h t d a le

T o w n L im it s

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SR 2049 (OLD KNIGHT RD)

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SR 2049 (OLD KNIGHT RD)

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License No. F-0672

Tel. (919) 851-6866 | Fax. (919) 851-7024 | www.stantec.com

STANTEC CONSULTING

STATE STATE PROJECT REFERENCE NO. NO.

N.C.

SHEET

PLANS

Note: Not to Scale

SUNGATE DESIGN GROUP, P.A.

ENG FIRM LICENSE NO. C-890

TEL (919) 859-2243

RALEIGH, NORTH CAROLINA 27606

905 JONES FRANKLIN ROAD

See Sheet 1A For Conventional Symbols

P

RO

FESSIONA

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ENGINEER

NO

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H CAROLINA

SEAL

046598

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ST. MATTHEWS TOWNSHIP (UDO SECTION 12.3.G.5.f)

Building Code.

Standard Specification and Details Manual and applicable provisions of the North Carolina State Agreement, Utility Allocation Agreement, Annexation Agreement, the Town of Knightdale special use permit, subdivision plan, site plan, subdivision plat(s), phasing schedule, Development development documents necessary for approval for the Property including, but not limited to, any the Approved Standards shall control. Town of Knightdale Approved Standards shall mean all these construction drawings and the Town of Knightdale's Approved Standards for this project, Town Approved Standards Shall Control. In the event of a conflict or inconsistency between

Date:

Seal By: , PE exceptions are shown on Sheet(s) of these drawings.

applicable Town standards have been previously approved by the Town of Knightdale and said have been thoroughly checked and found to be applicable to this project. All exceptions to the I, , PE, certify that the Standard Specifications of the Town of Knightdale Knightdale.

accordance with the following drawings and with the Standard Specifications of the Town of Professional Design Engineer Certification. These improvements shall be constructed in

SITE DATA TABLE

540DRAINAGE PIPE (LF):

1220SIDEWALK (LF):

850CURB & GUTTER (LF):

TC002-BLKNIGHTDALE PROJECT#:

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

KNIGHTDALE PROJECT NUMBER: TC002-BL / ZCP-1-25

I

B

Y P

A S

S U

N D

E R C

O N

S T

R U

C T I O

N

WAKE COUNTY

WEST SIDE OF SR 2049 (OLD KNIGHT RD)

FROM US 64 TO SR 2049 (FORESTVILLE RD)

GRADING, PAVING, DRAINAGE, SIDEWALK

-Y1- STA 10+80.97

BEGIN CONSTRUCTION

EXISTING SIGNAL

COMMUNITY PARK

TO KNIGHTDALEKNIGHTDALE

TO DOWNTOWN

T O

I-

/ U

S

T O

I-

-Y1- STA 12+39.29

END CONSTRUCTION

TC002-BL

BETSY WATSON, PE

TRAVIS COOK, PE

DERRICK WALLER, PE

50 25 50 100

-L- STA 11+15.13

BEGIN PROJECT TC002-BL

-Y2- STA 10+66.60

END PROJECT TC002-BL

-L- STA 10+88.47

BEGIN CONSTRUCTION

SIGNATURE:

P.E.

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

TOWN OF KNIGHTDALE

ROADWAY DESIGN ENGINEER

Prepared for:

PROJECT ENGINEER

GRAPHIC SCALES

Prepared in the Offices of:

919-217-2200

950 STEEPLE SQUARE CT

NAD 83

/ 2011

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

5/18/2026

5/18/2026

Travis A. Cook

5/22/2026

5/20/2026

ENGINEER

SHEET NO.PROJECT REFERENCE NO.

U S P

P F

S S s h a r e d p r o j e c t s t r a n s p o r t a t i o n d e s i g n

R o a d w a y

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ROADWAY DESIGN

P

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FESSIONA

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ENGINEER

NO

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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

1A

INDEX OF SHEETS

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

TC002-BL

PLAN SHEETS4 THRU 5

CROSS-SECTIONSTHRU X-9X-1

EROSION CONTROL PLANSEC-1 THRU EC-7

REFORESTATION DETAIL SHEETRF1

876.04 Drainage Ditches with Class 'B' Rip Rap

876.02 Guide for Rip Rap at Pipe Outlets

848.06 Curb Ramp (Use Details in Lieu of Standards for Sheets 9 and 10 of 13)

848.02 Driveway Turnout - Radius Type

848.01 Concrete Sidewalk (Use Detail in Lieu of Standard for Sheet 1 of 1)

846.01 Concrete Curb, Gutter and Curb & Gutter

840.72 Pipe Collar

840.66 Drainage Structure Steps

840.03 Frame, Grates and Hood - for Use on Standard Catch Basin

840.02 Concrete Catch Basin - 12" thru 54" Pipe

806.01 Concrete Right-of-Way Marker

DIVISION 8 - INCIDENTALS

654.01 Pavement Repairs

DIVISION 6 - ASPHALT BASES AND PAVEMENTS

310.02 Parallel Pipe End Section - Precast Concrete Section for 15" to 24" Pipe

300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)

DIVISION 3 - PIPE CULVERTS

225.02 Guide for Grading Subgrade - Secondary and Local

200.02 Method of Clearing - Method II

DIVISION 2 - EARTHWORK

STD.NO. TITLE

and by reference hereby are considered a part of these plans:

N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project

The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -

2024 ROADWAY ENGLISH STANDARD DRAWINGS

REV.

EFF. 01-16-2024

SIGNING AND PAVEMENT MARKING PLANSSIGN/PM-4SIGN/PM-1 THRU

TITLE SHEET1

SHEET SHEET NUMBER

INDEX OF SHEETS, GENERAL NOTES, AND 1A

LIST OF STANDARD DRAWINGS

CONVENTIONAL SYMBOLS1B

DRAINAGE SUMMARY3D-1

UTILITY CONSTRUCTION PLANSTHRU UC-7UC-1

GENERAL NOTES: 2024 SPECIFICATIONS

CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.06.

CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.

CURB RAMPS

ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.

RIGHT-OF-WAY MARKERS:

ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.

UTILITY OWNER ON THIS PROJECT IS CITY OF RALIEGH

UTILITIES:

WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES

DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02

DRIVEWAYS:

SECTIONS.

SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL

STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

SUPERELEVATION:

METHOD II.

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY

CLEARING:

PROPER TIE-IN.

PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A

ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE

ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADING AND SURFACING OR RESURFACING AND WIDENING:

REVISED:

EFFECTIVE: 01-16-2024

GENERAL NOTES

TRANSPORTATION MANAGEMENT PLANTMP-1

UTILITIES BY OTHERS THRU U0-5U0-1

PAVEMENT SCHEDULE, DETAILS AND TYPICAL SECTIONS 2A-1 THRU 2A-2

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

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9/10/2021

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

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V i n e y a r d

E A

B

E P

B

P D

E

S S

F S

S

F S

S

F S

S

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

GROUND

ORIGINAL

5'

.02

TYPICAL SECTION NO. 1

-L- STA. 11+15 TO STA. 13+03

-L- STA. 15+17 TO STA. 15+68

4.5'

10'

S

EARTH MATERIALT

PAVEMENT SCHEDULE

R1 2'-6" CONCRETE CURB AND GUTTER

4" CONCRETE SIDEWALKS

0.5'

GROUND

ORIGINAL

TYPICAL SECTION NO. 2

-L- STA. 13+44 TO STA. 14+62

10'

5'

.02

1.5'

S

3.5'

3:1 TO 4:1

VAR.

3:1 TO

4:1

VAR.

3:1 TO

4:1

VAR.

3:1 TO 4:1

VAR.

D1

PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.E1

PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC,

EXISTING PAVEMENTU

U

U

C2

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

C1

PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

ROADWAY DESIGN

ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

P

RO

FESSIONA

L

ENGINEER

NO

RT

O

OC .A

SI

V

A R

T

U S P

P F

S S s h a r e d p r o j e c t s t r a n s p o r t a t i o n d e s i g n

R o a d w a y

P r o j

R d y t y p .d g n t r a c o o k

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 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

TC002-BL 2A-1

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

5/18/2026

GROUND

ORIGINAL

5'

2'10'

MIN.

0.5'

.02 .02

TYPICAL SECTION NO. 3

TYPICAL SECTION NO. 5

-Y1- STA. 10+81 TO STA. 12+39

5'

.02

0.5'

4.5'

0.5'

6'

4:1 4:1

S

R1

S

3:1 TO

4:1

VAR.

3:1 TO 4:1

VAR.

GRADE TO THIS LINE

U

U

C1C2

EX.

MIN.

2'

VAR.*

MIN.

2'

VAR.**

AND GUTTER AS SHOWN

MIN. 2' FROM PROPOSED CURB

*SAWCUT EXISTING PAVEMENT

CL-Y1-

E1 D1 6" 12"

T

GROUND

ORIGINAL

5'

2'10'

MIN.

0.5'

.02 .02

TYPICAL SECTION NO. 4

4.5'

S

R1

3:1 TO

4:1

VAR.

3:1 TO 4:1

VAR.

GRADE TO THIS LINE

U

C1C2

MIN.

2'

VAR.*

E1 D1 6" 12"

T

VAR.**

EX.

ROADWAY DESIGN

ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

P

RO

FESSIONA

L

ENGINEER

NO

RT

O

OC .A

SI

V

A R

T

U S P

P F

S S s h a r e d p r o j e c t s t r a n s p o r t a t i o n d e s i g n

R o a d w a y

P r o j

R d y t y p .d g n t r a c o o k

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

EARTH MATERIALT

PAVEMENT SCHEDULE

R1 2'-6" CONCRETE CURB AND GUTTER

4" CONCRETE SIDEWALKS

D1

PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.E1

PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC,

EXISTING PAVEMENTU

C2

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

C1

PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

FOR WIDENING DETAILS

**SEE PSH-5 AND XSC

AND GUTTER AS SHOWN

MIN. 2' FROM PROPOSED CURB

*SAWCUT EXISTING PAVEMENT

-L- STA. 27+77 TO STA. 29+75

-L- STA. 15+68 TO STA. 21+00

-L- STA. 29+75 TO -Y2- STA. 10+66

FOR WIDENING DETAILS

**SEE PSH-4, PSH-5 AND XSC

www.stantec.com

License No. F-0672

Stantec Consulting Services Inc.

801 Jones Franklin Road

Raleigh, NC 27606

Tel. (919) 851-6866

TC002-BL 2A-2

TIE TO EXIST. LANE LINE

1.5" MILL & OVERLAY

YELLOW CENTERLINE

TIE TO EXIST. DOUBLE

1.5" MILL & OVERLAY

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

5/18/2026

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

M

T C

H L

IN

E

L

S T A 1+

S E E

P S

H

NAD 83

/ 2011

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

U S P

P F

S S s h a r e d p r o j e c t s t r a n s p o r t a t i o n d e s i g n

R o a d w a y

P r o j

R d y p s h .d g n t r a c o o k

ENG FIRM LICENSE NO. C-890

TEL (919) 859-2243

RALEIGH, NORTH CAROLINA 27606

905 JONES FRANKLIN ROAD

SUNGATE DESIGN GROUP, P.A.

P

RO

FESSIONA

L

ENGINEER

NO

RT

O

OC .A

SI

V

A R

T

8:18:1

MIN.

10'

OF SIDEWALK

FROM SS MH TO EDGE

MINIMUM 4' CLEARANCE

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 www.stantec.com

License No. F-0672

Stantec Consulting Services Inc.

801 Jones Franklin Road

Raleigh, NC 27606

Tel. (919) 851-6866

4TC002-BL

CONSTRUCTION NEAR GAS LINES.

REPRESENTATIVE ON SITE DURING

DOMINION ENERGY TO HAVE A

EXISTING SIGNAL

SEE INSET A

INSET A

CURB RAMP TYPES AND STATIONING.

SEE PAVEMENT MARKING PLANS FOR PROPOSED

See Pavement Marking Plans for Details per NCDOT Roadway Standard Drawing #848.06

Install Detectable Warning Surface on Existing Sidewalk

Note:

-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 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

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

YELLOW CENTERLINE

TO EXISTING DOUBLE

1.5" MILL & OVERLAY

YELLOW CENTERLINE

TO EXISTING DOUBLE

1.5" MILL & OVERLAY

MAINTAIN ACCESS TO SSMH LID

PROTECT EXISTING SSMH AND

FROM WATERLINE STOP

TO COVER PAVEMENT PATCH

1.5" MILL AND OVERLAY

H H

S T

S

T

H H

TT

TH

H

H H

H H

H H

H H

T

H H

T

BL-3

H H

D I

" M

T L

10" MTL

T

D G

" M

T L

10" MTL

" M

T L

10" MTL

10" MTL

" M

T L

18" RCP

D I

D I

18" RCP

" R

C P

" R

C

W

F E S

C O

N S

T R

U C

T

IO

N

D E

R

C O

N S

T R

U C

T

IO

N

D E

R

W

F E S

" R

C P

" P

V C

12, DIP

12, DIP

, D

IP

, D

IP

12, DIP

R

IP

R A

P

MARKER

BELLSOUTH

AT&T

S

S

L T

A T

T

H H

G

S

R K

E R

F

R K

E

R 2-FO M

ARKER

G P

S

G P

S

REF. BM 1978

PG 46820' UTILITY EASEMENT

R E F . B

P

G

U T

IL

IT

Y

S E

M E

N T

REF. BM 1989

PG 72

50' PUBLIC UTILITY & PRIVATE ACCESS E

ASEMENT

REF. DB 2426 PG 331

SEPTIC TANK DRAINFIELD EASEMENT LINE

R

EF. B

M

1989 P

G

' D

R A

IN

A G

E EA

S

EM

EN

T

REF. BM 1994

PG 40720' UTILITY EASEMENT

REF. BM 1994

PG 40720' UTILITY EASEMENT

N 05°28 '26" E

180.89'

N 05°28 '26" E

177.87'

S

°0

'3

" E

.0

S

°0

'3

" E

.0

S 03°5 5'23" W

176.31'

N

°0

'2

" W

1.2

N

°0

'2

" W

.8

S 03°5 5'56" W

161.92'

S

°0

'0

" E

.11'

N 03°5 5'23" E

29.87'

N 03°5 5'06" E

30.22'

S 03°5 3'12" W

168.17'

S 03°5 5'23" W

23.68'

N 03°5 3'12" E

181.65'

N

°2

'4

" E

.6

1'

S 07°22'56" E

161.59'

S 07°22'56" E

7.67'

N

°0

'0

" W

.7

N 85°07'59" W

10.03'

N

°0

'5

" W

.4

N

°0

'5

" W

.9

N

°18 '2

" W

.5

1'

N 07°44'47" E

95.10'

N

°15 '13

" W

.4

N

°15 '13

" W

.9

N

°18 '4

" W

.6

1' N

°19 '4

" W

N 07°10'38 " E

297.49'

E

IP

C O

N

E

IP

E

IP

REB

REB

EIP EIP EIP

OLD KNIGHT RD.

R E F

P

G

' U

T

IL

IT

S E

M E

N T

" M

T L

S

S S

S S

S S

SS

C

O

N

S

S

" C

O N

C

B S

T

30" C&G

C O

N C

24" C&G

B S

T

B S

T

B S

T

24" C &G

B S

T

B S

T

B S

T B S

T

B S

T B S

T

CONC

30" C&G 30" C&G30" C&G30" C&G30" C&G30" C&G

30" C&G

" C

G

" C

O N

C

60" CONC

" B

L L

" C

O

R B

CALL BOX

2-BOL

84" CHL

GATE

BK COLUMN

L T

LT

L T

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

E X

IS

T

IN

G

W

E X

IS

T

W

C O

N S

T R

U C

T

IO

N S

ID

E W

A

D E

R

T

H H

H H

H H T

H H

T

T T

T

H H

H H

H H

H H

R K

E R

R K

E R

R K

E R

S

B O

L L

A R

D

B K

W E

L L

M O

N

IT

O R

IN

G

B O

L L

A R

D

R K

E R

L T

B O

L L

A R

D

R K

E R

S

C O

N C

60" CONC

" C

O N

C

" C

O N

C

60" CONC

B S

T

S W

E L

L M

O N

IT

O R

IN

G

C O

N C

C O

N C

C O

N C

C O

N C

H H

H H

R K

E R

E L

E C . B

O X

S

" R

C P

D I

D I

D I

D I

" R

C P

" R

C P

" R

F E S

S E

D

IM

E N

T F

U

S T

R U

C T

U R

E

" R

C P

S E

D

IM

E N

T F

U

S T

R U

C T

U R

E

S E

D

IM

E N

T F

U

S T

R U

C T

U R

E D I

D I

L T

L T

S

E L

E C . B

O X

S

L T

C O

N C

S

R

V

E R

B

X

IN

S

T R

A F

IC

IG

N A

L

K N

IG

H T

D A

V

D

K N

IG

H T

D A

V

D

K N

IG

H T

D A

V

D

OLD KNIGHT RD.

K N

IG

H T

D A

V

D

N. FIRST AVE.

C O

N C

B S

T

B S

T

RETAINING WALL

E

IP

M O

N

E X

IS

T

W

E X

IS

T

W

DB 6584 PG 767

D

IS

T U

R B

IP

N

1°18 '4

" E

.4

S

1°2

1'5 " E

.7

E X

IS

T

W

EXISTING R/W

M. M. FOWLER INC.

DB 14572 PG 2539

DVM SERVICES REALTY, L.L.C.

BM 2009 PG 798

JUDY S. KAY

DONALD WYATT KAY

DB 4780 PG 152

BM 1990 PG 1040

BM 1994 PG 407

DB 6836 PG 358

SECURITY SELF STORAGE, INC.

BUILDER & BUILDER INVESTMENT GROUP LLC

DB 17006 PG 1510

BM 2014 PG 1126

BM 1989 PG 72

DB 15647 PG 439

KNIGHTDALE RA, LLC

EASEMENT REFERENCE)

(DB 13219 PG 1172 FOR

(BM 1989 PG 72 FOR EASEMENT REFERENCE)

DB 10966 PG 1106

KNIGHTDALE BUSINESS PARTNERS, LLC

SECURITY SELF STORAGE, INC.

DB 14201 PG 2702

BM 1996 PG 72

BM 2006 PG 554

DB 17718 PG 1919

INVESTMENTS LLC

TAKE FIVE

REF BM 2009 PG 798

SIDEWALK EASEMENT

5' PUBLIC

END UNK

18" RCP

S 84°39'21" W

10.43'

PK NAIL

N

°3

'2

1" E

.5

R

V

R

IE

S

E X

IS

T

IN

G

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(HIGHWAY BUSINESS)

ZONED HB

(HIGHWAY BUSINESS)

ZONED HB

(HIGHWAY BUSINESS)

ZONED HB

MIXED USE)

(NEIGHBORHOOD

ZONED NMX

(HIGHWAY BUSINESS-CONDITIONAL DISTRICT)

ZONED HB-CD

(HIGHWAY BUSINESS)

ZONED HB

(HIGHWAY BUSINESS)

ZONED HB

COLUMBIA STREET ASSOCIATES, LLC

DB 14734 PG 1327

(HIGHWAY BUSINESS)

ZONED HB

WILL

IAMS S

TORE

ENTRANCE

TO SHERWIN-

S

-L- POT Sta. 10+00.00

4.5'

2'-6" C&G 2'-6" C&G

5' CONC. SW

4.5'

-Y1- POT Sta. 10+00.00

-Y1- POT Sta. 13+92.22

1.5'

5' CONC. SW

4.5'

5' CONC. SW5' CONC. SW

-L- OLD KNIGHT ROAD

Y

S

IN

E S S

R25'

SR 2049

24'

EXIST. RW

+79.33 -L-

EXIST. RW

+90.01 -L-

EXIST. RW

+83.64 -L-

EXIST. RW

+40.81 -L-

35.00' LT

+19.00 -L-

19.27' LT

+45.00 -L- 18.87' LT

+25.00 -L-

32.00' LT

+00.00 -L-

19.10' LT

+70.00 -L- 19.86' LT

+05.00 -L-

30.00' LT

+50.00 -L-

28.00' LT

+00.00 -L-

18.58' LT

+40.00 -L-

55.00' LT

+70.00 -L-

29.20' LT

+80.00 -L-

EXIST. RW

+81.58 -Y1-

EXIST. RW

+34.57 -Y1-

49.00' LT

+63.00 -L-

18.85' LT

45.00' LT

+45.00 -L-

40.00' LT

+65.00 -L-25.00' LT

50.00' LT

+40.00 -L-

25.00' LT

+21.20 -L-

19.28' LT

+38.00 -L-

10.00' LT

20.95' LT

25.00' LT

+25.00 -Y1-

10.00' LT

18.34' LT

25.00' LT

+50.00 -Y1-

24.32' LT

+88.47 -L-

RETAIN

COLLAR

24" RCP

EXTEND EXIST

RETAIN AND

RETAIN

RETAIN OF EXIST 18" RCP

REMOVE EST 64 FT

24" RCP-IV 18" RCP-IV RETAIN

SEE DETAIL 1

V-DITCH

FES

REMOVE

CB CB

3:1 3:

D

( Not to Scale)

STANDARD 'V' DITCH

STA. 11+36 -Y1- LT

Min. D=1.5 Ft.

DETAIL 1

Ground

Natural Ground

Natural

2:

2:1 D

( Not to Scale)

STANDARD BASE DITCH

B d

STA. 15+58 -L- LT

DETAIL 2

Ground

Natural

Ground

Natural

Geotextile

B=2 Ft.

d=2 Ft.

Min. D=2 Ft.

(TYP)

a Minimum of 1ft

Tuck Geotextile

Type of Liner= Cl 'B' Rip-Rap, Keyed-In

15"

SEE DETAIL 2

EST. 16 SY GF

EST. 7 TONS

TAIL DITCH

24" RCP-III

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

C F F

F F F F F C

C

F F

C

F

F

F

F

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

5/18/2026 5/19/2026

T C

H L

IN

E

L

S T A 1+

S E E

P S

H

NAD 83

/ 2011

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

U S P

P F

S S s h a r e d p r o j e c t s t r a n s p o r t a t i o n d e s i g n

R o a d w a y

P r o j

R d y p s h .d g n t r a c o o k

P

RO

FESSIONA

L

ENGINEER

NO

RT

O

OC .A

SI

V

A R

T

ENG FIRM LICENSE NO. C-890

TEL (919) 859-2243

RALEIGH, NORTH CAROLINA 27606

905 JONES FRANKLIN ROAD

SUNGATE DESIGN GROUP, P.A.

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

5TC002-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

CONSTRUCTION NEAR GAS LINES.

REPRESENTATIVE ON SITE DURING

DOMINION ENERGY TO HAVE A

CURB RAMP TYPES AND STATIONING.

SEE PAVEMENT MARKING PLANS FOR PROPOSED

TIE TO EXISTING SIDEWALK

TIE TO EXISTING C&G

-L- STA. 27+60.34

BEGIN CONSTRUCTION

-Y2- STA. 10+66.60

END CONSTRUCTION

END PROJECT TC002-BL

FULL DEPTH SAWCUT LIMITS

EXISTING LANE LINE

1.5" MILL & OVERLAY TO

YELLOW CENTERLINE

TO EXISTING DOUBLE

1.5" MILL & OVERLAY

S

S

H H

T

H H

H H

TH

H

S

T

VAULT

" R

C P

18" RCP

18" RCP

15" RCP

18"

RCP

D I D I

D I

D I

12, DIP

12, DIP

12, DIP

A T

T

H H

H H

B E

L L S

O U

T H

A T

T

A T

T

R E F

' C

R O

C E

S E

M E

N T

N

°18 '4

" W

.7

N 06°37'2 3" E

79.86'

S

°2

'4

1" E

.4

S

°2

'4

1" E

.10

S

°2

'19

" E

.7

N

°2

'19

" W

.5

N 04°3 9'29" E

138.99'

N 04°3 9'29" E

143.77'

S

°2

'18

" E

.9

N

°2

'18

" W

.4

N

°2

'18

" W

.0

N 11°35'30" E

35.01'

N 11°35'30" E

58.25'

S

°12 '5

" E

.7

'N 25°15'53" E24.09'

N

°3

'2

" W

.7

1'

N 25°15'53" E127.53'

EIP

EIP

S

S

S S

S

S

S S

GRLT LT

LT

LT

E X

IS

T

W

EXISTING R/W

EXISTING R/W

R E

B

R E

B

N

°5

'5 " E

.0

N 05°0 2'35" E

181.64'

E X

IS

T

W

EXISTING R/W

W A

U N

T

R E

A U

, IN

C

D B

1 P

G

MINIK, LLC

DB 17275 PG 1820

BM 2003 PG 581

DEANNA CARLSON

ANDREW MARTIN CARLSON, III

DB 18106 PG 2077

BM 1987 PG 599

BM 2003 PG 581

DB 15528 PG 891

MYBECS 3, LLC

BM 1992 PG 714

DB 15206 PG 1004

MALABY'S CROSSROADS MISSIONARY BAPTIST CHURCH

DB 18857 PG 687

TOWN OF KNIGHTDALE

BM 2021 PG 2328

DEANNA CARLSON

ANDREW MARTIN CARLSON, III

DB 18106 PG 2077

BM 1987 PG 599

" R

C P

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(NEIGHBORHOOD MIXED USE)

ZONED NMX

(N E

IG

H B

O R

H O

IX

E

Z O

N

X

PLANNED UNIT DEVELOPMENT)

(NEIGHBORHOOD MIXED USE-

ZONED NMX-PUD

-L- POT Sta. 30+72.84

-Y2- POT Sta. 10+00.00

-L- POT STA. 30+68.92

-Y2- POT Sta. 11+71.28=

-L- OLD KNIGHT ROAD

2'-6" C&G

5' CONC. SW

" C

G

SR 2049

Y

R E

S T

V

IL

11.91' LT

+63.43 -L-

15.00' LT

+63.50 -L-

25.00' LT

+00.00 -L-

EXIST. RW

+66.53 -Y2-

40.00' RT

+00.00 -Y2-

30.00' LT

+95.00 -L-

30.00' LT

+00.00 -L-

45.00' RT

+75.00 -Y2-

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN RETAIN

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

F F

F

FF

Docusign Envelope ID: 8B381224-515E-8307-83BF-21C4076412B4

5/18/2026 5/19/2026