[Attachment F] BL-0063_old-knight_ubo_20260226.pdf

10 MB Posted

Attached to
Old Knight Road Sidewalk Improvement Project
Solicitation number
355-27-20260918
Issued by
Wake County, North Carolina

About this file

Written by GovTribe AI ·

This is a 100% utility construction plan set prepared for the Town of Knightdale, North Carolina, in partnership with the Wake County Transit Tax District Community Funding Program for the Old Knight Road Sidewalk Improvement Project (TC002-BL/ZCP-1-25). The project encompasses water and sewer line relocation along a corridor extending from US 64 to SR 2049 (Forestville Road) on the west side of SR 2049 (Old Knight Road). The utility work includes installation of approximately 500 linear feet of 12-inch ductile iron pipe (DIP) water line, relocation of existing water services and meters, installation of fire hydrants and gate valves, and adjustment of sanitary sewer infrastructure including existing 10-inch and 12-inch metal gravity sewer lines with associated manholes. Construction limits are defined by station points, with the project TC002-BL beginning at STA 11+15.13 and ending at STA 10+66.60 on the -L- and -Y2- lines respectively. The plans include detailed profiles, cross-sections, standard details for water and sewer installations, and utility symbology sheets. Design engineers include Jennifer Smith-Morton, P.E., and Andrew Brame, E.I. (NC License No. F-1235) from Meadhunt Engineering. Documentation evidences final approval and certification by the Town of Knightdale Town Engineer and Land Use Administrator, with signatures dated December 15, 2025.

The project requires strict compliance with Raleigh Water standards and the City of Raleigh Public Utilities Handbook (Permit #W-4226), North Carolina Department of Environmental Quality water supply and wastewater regulations, and the Town of Knightdale Approved Standards. Contractors are mandated to contact the Raleigh Water Inspector at 919-996-3245 prior to construction commencement and provide a minimum 24-hour advance notice before beginning work near critical water and sewer infrastructure, with failure to notify resulting in monetary fines and potential exclusion from future City of Raleigh work. The project involves coordination with multiple utility owners including Raleigh Water for water and sanitary sewer services, AT&T for telecommunications infrastructure, Duke Energy for power lines, Dominion Energy for gas lines, and Charter/Spectrum for cable services. Existing utilities identified for abandonment, relocation, or retention are documented throughout the plans, with specific attention to clearances and conflicts between proposed water and storm drainage infrastructure. Material specifications mandate D.I.R.J. (Ductile Iron Restrained Joint) pipe with thrust block restraint at tees and crosses, standard trench depths and backfill requirements, and installation of class B concrete encasement where clearances between utilities are less than 18 inches.

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Other files

File Type Posted
[Attachment H] Special Provisions.pdf PDF
[Attachment D] BL-0063_old-knight_tmp_20260226.pdf PDF
[Attachment G] TOK Concrete Sidewalk Standards.pdf PDF
Construction Bid Docs_Old Knight Road Sidewalk.pdf PDF
Unit Bid Summary.pdf PDF
[Attachment E] BL-0063_old-knight_sign-pmp_rev20260515.pdf PDF
[Attachment C] BL-0063_old-knight_xsc_rev20260515.pdf PDF
[Attachment B] BL-0063_old-knight_ECPlans_20260226.pdf PDF
[Attachment A] BL-0063_old-knight_RdyPlans_20260226.pdf PDF

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LAKE

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SHEET NO.

UC-1

T.I.P. NO.

UNTIL ALL SIGNATURES ARE COMPLETED

DOCUMENT NOT CONSIDERED FINAL

FROM US 64 TO SR 2049 (FORESTVILLE RD)

LOCATION: WEST SIDE OF SR 2049 (OLD KNIGHT RD)

TC002-BL

VICINITY MAP

LIMITS

PROJECT

K n ig h t d a le

T o w n L im it s

BUS

BUS

CAROLINA AND

NORTHWESTERN

RAILWAY

TOWN OF KNIGHTDALE

WAKE COUNTY

UTILITY CONSTRUCTION PLANS

100% PLANS

T C B

L T I P

P

R O J E

C T

TYPE OF WORK: WATER AND SEWER RELOCATION

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

Note: Not to Scale

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

Prepared in the Offices of:

Prepared for:

TOWN OF KNIGHTDALE

919-217-2200

950 STEEPLE SQUARE CT

UTILITY PROJECT MANAGER

KEVIN BARNES, PE

JENNIFER SMITH-MORTON, PE

UTILITY DESIGN ENGINEER

UTILITY DESIGN ENGINEER

ANDREW BRAME, EI

NC License No. F-1235

919-714-8670 | meadhunt.com

Raleigh, North Carolina 27601

111 E. Hargett Street, Suite 300

PROFILE (HORIZONTAL)

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

50 50

50 50

25 100

25 100

5 102.55

INDEX OF SHEETS

UC-6 THRU UC-7

UC-4 THRU UC-5

UC-3A THRU UC-3E

UC-3

UC-2

UC-1

SHEET NO.:

UC PROFILE SHEETS

UC PLAN SHEETS

DETAILS

NOTES

UTILITY SYMBOLOGY

TITLE SHEET

DESCRIPTION:

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FESSIONA

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ENGINEER

NO

RT

H CAROLINA

SEAL

033618

S E

NRAB .J

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UTILITY ENGINEER

SIGNATURE:

P.E.

WATER & SEWER OWNERS

(B) SANITARY SEWER - RALEIGH WATER

(A) WATER - RALEIGH WATER

UC-4

UC-5

JAN2025

ATTENTION CONTRACTORS

The Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Raleigh Water Inspector at 919-996-3245 or https://cityworks.raleighnc.gov/pucontractors and schedule a

Pre-construction meeting prior to beginning any construction.

Raleigh Water must be contacted at (919) 996-4540 at least twenty-four hours prior to beginning any work activity around critical water and sewer infrastructure.

Failure to notify City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require re-installation of any water or sewer facilities not inspected as a result of this notification failure.

Failure to call for inspection, install a downstream plug, have permitted plans on the jobsite, or any other violation of Raleigh

Water Standards will result in a fine and possible exclusion from future work in the City of Raleigh.

JAN2025M

RALEIGH WATER INSPECTIONS QUANTITIES (SUBDIVISIONS AND SITE PLANS)

Phase Number(s) PHASE 1 PHASE 2 PHASE 3

Number of Lot(s)

Number of Units

Public Water (LF)

Public Sewer (LF)

Public Force Main (LF)

Private Sewer* (LF)

Water Service Stubs (Quantity)

Sewer Service Stubs (Quantity)

Average Daily Flow per Phase**

COMMERCIAL PROJECTS WITH SINGLE WATER AND SEWER SERVICE

Fire Service (Size)

Domestic Meter Size

Irrigation Meter Size

Average Daily Flow per Phase**

JAN2025M

*Sewer mains and manholes as part of a collection system.

**Entire Project Flow. Based on 75gpd per bedroom for residential (apartments, single family dwelling, townhouse, condos), or based on 15A NCAC 02T .0114 Wastewater

Design Flow Rates for Commercial and Industrial.

5/8" meter).

The meter size must match domestic service size (exemption - 3/4" service tap with

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

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

(K N

IG

H T

D A L

B

V

D

U S

U S

IN

E S S

Y 1-

SR 2049 (OLD KNIGHT RD)

-L-

SR 2049 (OLD KNIGHT RD)

-L-

S R

(F

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IL

R D

Y

-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

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

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

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

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

12/15/2025

PAY ITEM

STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

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9 SHEET NO.PROJECT REFERENCE NO.

UTILITIES PLAN SHEET SYMBOLS

E.O.I.

AATUR

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

PFH

PS(W)

RRPZ

PRPZ

PBFP

REM FH

AR

UV

CP

SP

PS(SS)

UC-2

Utility Pole with Base

Underground Power Line

TC002-BL

Thrust Block

NOTE

Trenchless Installation

Encasement by Open Cut

Encasement

Plan Note

Pay Item Note

Underground Telephone Cable

Underground Telephone Conduit

Underground Fiber Optics Telephone Cable

Aboveground Water Line

Underground TV Cable

Underground Water Line

Underground Fiber Optics TV Cable

Underground Gas Pipeline

Aboveground Gas Pipeline

Underground Gravity Sanitary Sewer Line

Aboveground Gravity Sanitary Sewer Line

Underground SS Forced Main Line

Underground Unknown Utility Line

Water Manhole

Power Manhole

Telephone Manhole

Sanitary Sewer Manhole

SUE Test Hole

H-Frame Pole

Hand Hole for Cable

Power Transformer

Telephone Pedestal

CATV Pedestal

Gas Valve

Gas Meter

Located Miscellaneous Utility Object

Abandoned According to Utility Records

End of Information

Power Transmission Line Tower

(Type as Shown)

Utility Line Drawn from Record

(Type as Shown)

Designated Utility Line

(Type as Shown)

Utility Line by Others

Air Release Valve

Utility Vault

Concrete Pier

Steel Pier

For Existing Utilities

PROPOSED MISCELLANOUS UTILITIES SYMBOLS

EXISTING UTILITIES SYMBOLS

REV: 2/1/2012

Sanitary Sewer Cleanout

Fire Hydrant

Water Valve

Water Meter

Power Pole

Telephone Pole

Joint Use Pole

Utility Pole

RFH

RWM

PWM

GV

REM WM

LS

LS/BP

BV

TGV

BO

RBFP

H H

T

C

11‚ Degree Bend

22• Degree Bend

45 Degree Bend

90 Degree Bend

Plug

Cross

Tee

Reducer

Relocate Fire Hydrant

Relocate Water Meter

Gate Valve

Remove Water Meter

Line Stop

Line Stop with Bypass

Butterfly Valve

Tapping Valve

Blow Off

Relocate DCV Backflow Preventer

Relocate RPZ Backflow Preventer

Remove Fire Hydrant

Power Pole

Telephone Pole

Joint Use Pole

Telephone Pedestal

A/G Gas

A/G Sanitary Sewer

A/G Water

PROPOSED WATER SYMBOLS

Water Line (Sized as Shown)

Water Meter

Fire Hydrant

Water Pump Station

RPZ Backflow Preventer

DCV Backflow Preventer

(Sized per Note)

Manhole

Sewer Pump Station

PROPOSED SEWER SYMBOLS

(Sized as Shown)

Gravity Sewer Line

(Sized as Shown)

Force Main Sewer Line

T

W P

T

TEL PED

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

A U

G

:0

FAX:(919)250-4151

PHONE:(919)707-6690

UTILITIES ENGINEERING SEC.

PLANS ONLY

UTILITY CONSTRUCTION

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

REVISED:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

PROJECT REFERENCE NO.

GENERAL NOTES: PROJECT SPECIFIC NOTES:

UTILITY CONSTRUCTION

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DRAWN BY:

SHEET NO.

APPLICABLE PLUMBING CODES.

PERFORM ALL WORK IN ACCORDANCE WITH THE

RESOURCES, WATER QUALITY SECTION.

ENVIRONMENT QUALITY, DIVISION OF WATER

NORTH CAROLINA DEPARTMENT OF

OF THE RULES AND REGULATIONS OF THE

LINES TO BE INSTALLED WITHIN COMPLIANCE

PUBLIC WATER SUPPLY SECTION. ALL SEWER

DIVISION OF WATER RESOURCES,

DEPARTMENT OF ENVIRONMENTAL QUALITY,

REGULATIONS OF THE NORTH CAROLINA

WITHIN COMPLIANCE OF THE RULES AND

3. ALL WATER LINES TO BE INSTALLED

KJB

ADB

KJB

RALEIGH WATER.

2. THE EXISTING UTILITIES BELONG TO

INSPECTION OF CONSTRUCTION AND TESTING.

PROGRESS AND PROVIDE OPPORTUNITY FOR

REPRESENTATIVES INFORMED OF WORK

INTERRUPTION. KEEP UTILITY OWNERS'

AND ONE WEEK PRIOR TO SERVICE

WEEKS PRIOR TO COMMENCEMENT OF ANY WORK

PERSONNEL AND THE UTILITY OWNER TWO

CONSTRUCTION. NOTIFY DEPARTMENT

REPRESENTATIVES TO ALL PHASES OF

PERSONNEL AND THE OWNER'S

4. PROVIDE ACCESS FOR THE DEPARTMENT

DIRECTED.

FIT THE ACTUAL CONDITIONS, OR AS

INDICATED ON THE PLANS, AS REQUIRED TO

WORK TO THE EXISTING SYSTEM WHERE

6. MAKE FINAL CONNECTIONS OF THE NEW

NECESSARY.

WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF

REQUIREMENTS. MAKE CONNECTIONS ON

ACCORDANCE WITH THE UTILITY OWNER'S

ENDANGERING THE UTILITY SERVICE, AND IN

CONVENIENT TO THE PUBLIC, WITHOUT

AND PROPOSED UTILITIES AT TIMES MOST

7. MAKE CONNECTIONS BETWEEN EXISTING

STANDARD SPECIFICATIONS.

RECORDS" IN SECTION 1500 OF THE

PROJECT. SEE 1500-7, " SUBMITTALS AND

APPROVED PRIOR TO DELIVERY TO THE

8. ALL UTILITY MATERIALS SHALL BE

RESTRAINED JOINT) PIPE.

SHALL BE D.I.R.J. (DUCTILE IRON

STATION 15+70 TO -L- LINE STATION 20+74

1. PROPOSED WATER LINE FROM -L- LINE

SIDE OF THE RIGHT-OF-WAY.

EXISTING SERVICE LINE ON THE CUSTOMER

ASSEMBLY SHALL BE CONNECTED TO THE

RIGHT-OF-WAY LINE. THE NEW WATER METER

REPLACED FROM THE MAIN LINE TO THE

2. ALL EXISTING WATER SERVICES TO BE

COST TO THE DEPARTMENT.

OR BETTER CONDITION AT NO ADDITIONAL

TO EXISTING FACILITIES TO THE ORIGINAL

FACILITIES. REPAIR ANY DAMAGE INCURRED

AND FOR AVOIDING DAMAGE TO EXISTING

CONSTRUCTION OF THE PROPOSED UTILITIES

FACILITIES AS NECESSARY FOR THE

AND TYPE MATERIAL OF THE EXISTING

DETERMINING THE EXACT LOCATION, SIZE,

UTILITIES. MAKE INVESTIGATIONS FOR

TYPE OF MATERIAL FOR ALL EXISTING

INFORMATION FOR THE LOCATION, SIZE, AND

5. THE PLANS DEPICT THE BEST AVAILABLE

LIST OF STANDARD DRAWINGS FROM RALEIGH WATER

W-31

W-25

W-23

W-18

W-17

W-15

W-14

W-12

W-11

W-10

W-9

W-7

W-6

W-5

W-4

W-3

W-2

WATER

TYPICAL 1 1/2"-2" WATER METER BOX INSTALLATION

WATER METER BOX DETAIL

STANDARD 3/4" & 1" WATER SERVICE INSTALLATION

5 1/4" VALVE BOX DROP LID WITH 4" SKIRT

VALVE BOX INSTALLATION AND EXTENSION DETAIL

VALVE RESTRAINT AT TEES AND CROSSES FOR LINES (4"-24")

4"-24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY

STANDARD VERTICAL BEND

THRUST BLOCKING DESIGN QUANTITY TABLE

THRUST BLOCKING DESIGN QUANTITY TABLE

STANDARD THRUST BLOCKING VIEWS

THRUST BLOCKING DESIGN DATA FOR WATER MAINS

HYDRANT OPERATING NUT AND 2 1/2" OUTLET THREADS

STANDARD FIRE HYDRANT WITH 5" STORZ PUMPER NOZZLE

STANDARD FIRE HYDRANT INSTALLATION DETAIL

TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON

STANDARD ASPHALT PAVEMENT PATCH DETAIL

S-49

S-29

S-28

S-25

S-22

S-21

S-20A

S-20

S-5

S-4

S-3

SEWER

CONCRETE CRADLE PROTECTION FOR SEWER LINE CROSSINGS

STANDARD MANHOLE FRAME AND COVER DETAIL WITH PAVED SURFACES

STANDARD SLIP RESISTANT MANHOLE STEP DETAIL

STANDARD MANHOLE COVER

STANDARD MANHOLE INSTALLATION OVER EXISTING SEWER MAIN

EXTENDED BASE OR CAST IN PLACE REINFORCED CONRETE BASE

GRAVITY SEWER MAIN TRACER WIRE AND MANHOLE MARKER

STANDARD PRECAST SANITARY SEWER MANHOLE

TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN

TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON

STANDARD ASPHALT PAVEMENT PATCH DETAIL

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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

STRUCTURES" DATED JANUARY 2024.

SPECIFICATIONS FOR ROADS AND

TRANSPORTATION'S "STANDARD

OF THE NC DEPARTMENT OF

ALSO MEET THE APPLICABLE REQUIREMENTS

PROPOSED UTILITY CONSTRUCTION SHALL

IS WITHIN THE NCDOT RIGHT-OF-WAY, THE

BECAUSE THE UTILITY CONSTRUCTION WORK

DESIGN MANUAL, EFFECTIVE JANUARY 2025.

OF THE RALEIGH WATER PUBLIC UTILITY

SHALL MEET THE APPLICABLE REQUIREMENTS

1. THE PROPOSED UTILITY CONSTRUCTION

UTILITY CONSTRUCTION

UC-3

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

TC002-BL

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

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APPROVED BY:

CHECKED BY:

PROJECT REFERENCE NO.

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

PLANS ONLY

UTILITY CONSTRUCTION

DRAWN BY:

DESIGNED BY:

SHEET 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

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UC-3A

UTILITY CONSTRUCTION

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

TC002-BL

RALEIGH WATER - WATER - TYPICAL DETAILS

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

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B p s h .d g n

APPROVED BY:

CHECKED BY:

PROJECT REFERENCE NO.

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

PLANS ONLY

UTILITY CONSTRUCTION

DRAWN BY:

DESIGNED BY:

SHEET 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

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UTILITY CONSTRUCTION

TC002-BL UC-3B

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

RALEIGH WATER - WATER - TYPICAL DETAILS

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

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APPROVED BY:

CHECKED BY:

PROJECT REFERENCE NO.

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

PLANS ONLY

UTILITY CONSTRUCTION

DRAWN BY:

DESIGNED BY:

SHEET NO.

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REVISED:

KJB

ADB

KJB

P

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FESSIONA

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ENGINEER

NO

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NRAB .J

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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

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UTILITY CONSTRUCTION

TC002-BL UC-3C

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

RALEIGH WATER - WATER - TYPICAL DETAILS

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t d t l

U C

D p s h .d g n

APPROVED BY:

CHECKED BY:

PROJECT REFERENCE NO.

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

PLANS ONLY

UTILITY CONSTRUCTION

DRAWN BY:

DESIGNED BY:

SHEET NO.

A U

G

:0

U S

E R

N A

M E

REVISED:

KJB

ADB

KJB

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UTILITY CONSTRUCTION

TC002-BL UC-3D

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

RALEIGH WATER - SEWER - TYPICAL DETAILS

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t d t l

U C

E p s h .d g n

APPROVED BY:

CHECKED BY:

PROJECT REFERENCE NO.

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

PLANS ONLY

UTILITY CONSTRUCTION

DRAWN BY:

DESIGNED BY:

SHEET NO.

A U

G

:0

U S

E R

N A

M E

REVISED:

KJB

ADB

KJB

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UTILITY CONSTRUCTION

TC002-BL UC-3E

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

RALEIGH WATER - SEWER - TYPICAL DETAILS

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

RETAIN

COLLAR

24" RCP

EXTEND EXIST

RETAIN AND

RETAIN

RETAIN

OF EXIST 18" RCP

REMOVE EST 64 FT

RETAIN

SEE DETAIL 1

V-DITCH

FES

REMOVE

24" RCP-IV

15"

Geotextile

(TYP)

a Minimum of 1ft

Tuck Geotextile

FULL DEPTH SAWCUT LIMITS

TIE TO EXISTING C&G

TIE TO EXISTING C&G

SIDEWALK

EXISTING

TIE TO

TO EXISTING LANE LINE

1.5" MILL & OVERLAY

LIMITS

CURB AND GUTTER

1.5" MILL & OVERLAY

EXIST. C&G

TIE TO

EXIST. C&G

TIE TO

30'R

2-FT FROM EXIST. R/W

CLEARANCE

5-FT OF S/W

CLEARANCE

4-FT OF S/W

5-FT

24" RCP-IV 18" RCP-IV

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

B=2 Ft.

d=2 Ft.

Min. D=2 Ft.

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

S

M A

R K

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B E

L L S

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G A

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CALL BOX

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

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IN

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IS

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IN

V

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IN

V

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IN

V

.8

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T O

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V

1.6

IN

V

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IN

V

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W

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F E S

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IN

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.8

IN

V

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P

S

S

L T

R

P

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ID

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A

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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

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

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" W

.7

N

°3

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1" E

.5

S

°3

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1" W

.4

N

°0

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°0

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N

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.9

N

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" W

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1'

N 07°44'47" E

95.10'

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B S

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CONC

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

30" C&G

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C

60" CONC

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2-BOL

84" CHL GATE

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B O

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IN

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60" CONC

S W

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L M

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IT

O R

IN

G

C O

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C O

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C O

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C O

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H H

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D I

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P .7

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IN

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IN

V

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IN

V

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B

X

IN

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A F

IG

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K N

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D

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D A

V

D

OLD KNIGHT RD.

K N

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D A

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C O

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B S

T

B S

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RETAINING WALL

IN

V

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D

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1°18 '4

" E

.4

C F F

F F F F F C

C

F FC

C

F

F

F

F

-L- POT Sta. 10+00.00

4.5'

-Y1- STA. 10+80.97

BEGIN CONSTRUCTION

-Y1- STA. 12+39.29

END CONSTRUCTION

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

EXISTING CALL BOX

DO NOT DISTURB

1.5'

5' CONC. SW

4.5'

5' CONC. SW5' CONC. SW

-L- OLD KNIGHT ROAD

Y

S

IN

E S S

-L- STA. 11+15.13

BEGIN CONSTRUCTION

BEGIN PROJECT TC002-BL

-L- STA. 21+00.00

END CONSTRUCTION

EXISTING POLE

DO NOT DISTURB

R25'

SR 2049

24'

F F

F

10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

A U

G

:0

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t r d y

U C p s h .d g n

U S

E R

N A

M E

9 SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY

UTILITY CONSTRUCTION

REVISED:

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

M A

T C

H L

IN

E

L

S T A 1+

S E E

P S

H

U C

ADB

INSET A

0 10 20510

FIELD CONDITIONS.

AND TYPE OF FITTINGS WILL VARY BASED ON

IS 1,380 POUNDS. THE ACTUAL QUANTITY

WATER PIPE FITTINGS ON THIS PLAN SHEET

THE ESTIMATED QUANTITY OF DUCTILE IRON

NOTE:

KJB

KJB

0 10 20510

INSET B

0 10 20510

INSET C

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

ATTENTION CONTRACTORS

The Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Raleigh Water Inspector at 919-996-3245 or https://cityworks.raleighnc.gov/pucontractors and schedule a

Pre-construction meeting prior to beginning any construction.

Raleigh Water must be contacted at (919) 996-4540 at least twenty-four hours prior to beginning any work activity around critical water and sewer infrastructure.

Failure to notify City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require re-installation of any water or sewer facilities not inspected as a result of this notification failure.

Failure to call for inspection, install a downstream plug, have permitted plans on the jobsite, or any other violation of Raleigh

Water Standards will result in a fine and possible exclusion from future work in the City of Raleigh.

JAN2025M

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

PFH

PFH

UTILITY CONSTRUCTION

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

NAD 83

TC002-BL UC-4

T T

H H

T

T

H H

TT

TH

H

H H

H H

H H

H H

T

H H

T

T O

P .16

T O

P .18

IN

V

.11'

" M

T L

IN

V

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IN

V

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10" MTL

T O

P 1.6

IN

V

.8

IN

V

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IN

V

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D G

" M

T L

10" MTL

T O

P 1.17

T O

P .9

IN

V

.6

IN

V

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" M

T L

IN

V

.8

IN

V

.6

10" MTL

T O

P .5

T O

P .2

IN

V

.2

IN

V

.9

1'

IN

V

.6

IN

V

.6

10" MTL

" M

T L

IN

V

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" P

V C

H H

T O

P .0

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T L

IN

A

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S

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IN

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IN

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IN

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IN

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12, DIP

12, DIP

, D

IP

, D

IP

12, DIP

12, DIP

A T

T

A T

T

SEE NOTE 2

SEE INSET A

VALVE

NEAREST ISOLATION

APPROX. 1181 LF TO

VALVE

NEAREST ISOLATION

APPROX. 781 LF TO

ACCORDING TO AS-BUILTS

OF EXISTING ISOLATION VALVE

APPROXIMATE LOCATION

SIDEWALK.

CONFLICT WITH PROPOSED

REPLACED IF FOUND TO BE IN

TRACT 4 TO BE ADJUSTED OR

EXISTING SEWER SERVICE TO

NOTE 3:

IMPROVEMENTS.

SIDEWALK AND DRAINAGE

CONFLICT WITH PROPOSED

TO BE REPLACED IF IN

WATER SERVICES/WATER METERS

NOTE 1:

OF EXISTING WATER LINE.

CONTRACTOR TO VERIFY DEPTH

DITCH CONSTRUCTION.

WATER TO BE ON-SITE DURING

REPRESENTATIVE FROM RALEIGH

LS

LS

GV

G V

FLOWABLE FILL

AND FILL WITH

WATER PIPE

EXISTING 12"

ABANDON 486 LF

INSTALL 12" LINE STOP

1-12" GV

SEE INSET C

ALONG SIDEWALK.

ENSURE 4-FT UN-OBSTRUCTED PATH

SO LID IS CLOSEST TO THE CURB.

ROTATE ECCENTRIC SSMH CONE

RIM: 332.34

ADJUST SSMH TO PROP. GRADE

SEE INSET B

ALONG SIDEWALK.

ENSURE 4-FT UN-OBSTRUCTED PATH

.SO LID IS CLOSEST TO THE CURB

ROTATE ECCENTRIC SSMH CONE

RIM: 331.68

ADJUST SSMH TO PROP. GRADE

1-12" RJ CAP

1-12" RJ CAP

1-12" 45° BEND

1-12" 45° BEND

1-12" 45° BEND

1-12" 45° BEND

LINE STOP

INSTALL 12"

OF EXISTING GV

APPROXIMATE LOCATION

12" DIP WL

PROP. 500-FT OF

SIDEWALK)

(1' FROM BACK OF

WATER SERVICE LINE

SEWER SERVICE LINE

FOR SEWER LINE - SEE RALEIGH DETAIL S-49

ENCASING UTILLITY LINES (1.1 CY)

INSTALL CLASS B CONCRETE FOR

BETWEEN INSIDE PIPE ELEVATIONS

1.55-FT OF VERTICAL CLEARANCE

PROPOSED 24" RCP STORM DRAIN IS 327.79

INVERT ELEVATION OF

NOTE 2:

G V

LS

6" FH LEG

6-FT OF

1-6" GV

REMOVE EX. FH

PROPOSED FH

1-12"X6" TEE

INSTALL 6" RJ CAP

CLOSEST TO CURB

ROTATED SO LID IS

MANHOLE CONE TO BE

CLOSEST TO CURB

ROTATED SO LID IS

MANHOLE CONE TO BE

3.5-FT (EDGE OF PIPES).

DRAINAGE (CENTER-TO-CENTER).

5-FT BETWEEN EX. SS AND PROP.

RECONNECT WATER METER.

METER. CONTRACTOR TO LOCATE WATER METER AND

APPROXIMATE LOCATION OF EXISTING WATER

ABANDON EX. 6" GV

PIPE AND FILL WITH FLOWABLE FILL

ABANDON 13 LF OF EXISTING 6" WATER

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

15" RCP

TIE TO EXISTING SIDEWALK

TIE TO EXISTING C&G

FULL DEPTH SAWCUT LIMITS

EXISTING LANE LINE

1.5" MILL & OVERLAY TO

051010510205103

05105 05104

05106

05107

E X

IS

T

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

S

SS

" R

C P

18" RCP

18" RCP 15" RCP

IN

V

1.0

IN

V

.4

T O

P .9

W

F E S

IN

V

.8

IN

V

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IN

V

1.0

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V

1.0

T O

P .3

IN

V

1.10

IN

V

1.2

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P .6

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C P

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D I D I

D I

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V

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V

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V

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P .6

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V

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R E F

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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

S

°2

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" E

.7

S

°2

'5

" E

.9

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

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R L S

O N

, III

D B

P

G

OLD KNIGHT RD.

OLD KNIGHT RD.

OLD KNIGHT RD.

F O

R E

S T

V

IL

S

S

S S

S

S

S S

B S

T

B S

T

B S

T

G R

CONC

C O

N C

CONC

CONC

C O

N C

C O

N C

CONC

C O

N C

CONC CONCCONC

C O

N C

" C

G

30" C&G

" C

G

" C

G

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

30" C&G

" C

G

" C

G

" C

G

" C

G

LT LT

LT

LT

1 P

G

T O

IG

H T

D A

L E

P

G

D B

P

G

-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

-L- STA. 27+60.34

BEGIN CONSTRUCTION

-Y2- STA. 10+66.60

END CONSTRUCTION

END PROJECT TC002-BL

2'-6" C&G

5' CONC. SW

" C

G

SR 2049

Y

R E

S T

V

IL

F

F

FF

A U

G

:0

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t r d y

U C p s h .d g n

U S

E R

N A

M E

9 SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY

UTILITY CONSTRUCTION

REVISED:

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

ADB

M A

T C

H L

IN

E

L

S T A 1+

S E E

P S

H

U C

KJB

KJB

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

ATTENTION CONTRACTORS

The Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Raleigh Water Inspector at 919-996-3245 or https://cityworks.raleighnc.gov/pucontractors and schedule a

Pre-construction meeting prior to beginning any construction.

Raleigh Water must be contacted at (919) 996-4540 at least twenty-four hours prior to beginning any work activity around critical water and sewer infrastructure.

Failure to notify City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require re-installation of any water or sewer facilities not inspected as a result of this notification failure.

Failure to call for inspection, install a downstream plug, have permitted plans on the jobsite, or any other violation of Raleigh

Water Standards will result in a fine and possible exclusion from future work in the City of Raleigh.

JAN2025M

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

UTILITY CONSTRUCTION

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

TC002-BL UC-5

NAD 83

H H

T

H H

H H

TH

H

T

VAULT

H H

H H

12, DIP

12, DIP

12, DIP

A T

T

B E

L L S

O U

T H

A T

T

A T

T

" D

T E

R E lv . 3

.4

E

.5

N

.5

T

H

T E

R E lv . 3

.7

E

.2

N

.9

T

H

1A

VALVE

EXISTING ISOLATION

ADJUST EX. VALVES (2)

PROPOSED FH

REMOVE EX. FH

SEE RALEIGH DETAIL W-17

TO PROP. GRADE

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

50 5025 100

5 2.5 5 10

10+00 11+00 12+00 13+00 14+00 15+00 16+00

KJB

ADB

KJB

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

A U

G

:0

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t

U C p f l p s h .d g n

U S

E R

N A

M E

SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY

UTILITY CONSTRUCTION

REVISED:

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

12" WATER LINE WL-1

SEE UC-4 FOR 12" WATER LINE PLAN

TC002-BL UC-6

UTILITY CONSTRUCTION

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

MIN.

3.0'

2.28'

MIN.

3.0'

(FIELD VERIFY)

EXIST. TELECOM

LT 12.11'

-L- STA. 18+56.19

WL-1 STA. 12+79.09

1-12" GATE VALVE

LT 11.92'

-L- STA. 18+05.84

WL-1 STA. 12+28.74

1-FIRE HYDRANT

1-6" GATE VALVE

1-12"X6" DI RJ FH TEE

PROP. 6' OF 6" FH LEG

LT 10.52'

-L- STA. 15+99.58

WL-1 STA. 10+22.46

HORIZONTAL BEND

PROP. 12" DI RJ 45°

BEGIN RJ DIP

RT 5.52'

-L- STA. 15+83.86

WL-1 STA. 10+00

TOP OF WATER LINE AT EL: 325.61

ACCORDING TO TEST HOLE DATA

HORIZONTAL BEND

PROP. 12" DI RJ 45°

RT 0.97'

-L- STA. 15+83.95

WL-1 STA. 10+06.44

STORM INVERT = 328.09

PROP. 24" RCP STORM LINK 402

(FIELD VERIFY)

EXIST. TELECOM

GROUND

PROPOSED

(FIELD VERIFY)

EXIST. TELECOM

GROUND

EXISTING

GROUND

PROPOSED

(FIELD VERIFY)

EXIST. TELECOM

(FIELD VERIFY)

EXIST. TELECOM (2)

END RJ DIP

LT 4.09'

-L- STA. 20+74.49

WL-1 STA. 14+99.63

TOP OF WATER LINE AT EL: 337.41

ACCORDING TO TEST HOLE DATA

HORIZONTAL BEND

PROP. 12" DI RJ 45°

LT 9.49'

-L- STA. 20+69.03

WL-1 STA. 14+91.95

HORIZONTAL BEND

PROP. 12" DI RJ 45°

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

PROFILE (HORIZONTAL)

PROFILE (VERTICAL)

10+00 10+25 10+50 10+75

510 10 20

1 20.51

KJB

ADB

KJB

P

RO

FESSIONA

L

ENGINEER

NO

RT

NRAB .J

NI

V

E 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

A U

G

:0

X

.0

T E

C H

U t i l i t i e s

U t i l i t i n s t r u c t i o n

K n i g h t d a l e S

W

U t

U C p f l p s h .d g n

U S

E R

N A

M E

SHEET NO.PROJECT REFERENCE NO.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

NORTH CAROLINA

PLANS ONLY

UTILITY CONSTRUCTION

REVISED:

UTILITIES ENGINEERING SEC.

FAX:(919)250-4151

PHONE:(919)707-6690

JAN2025

Public

Water Distribution / Extension System

The City of Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and construction methods used for this project shall conform to the standards and specifications of the

City's Public Utilities Handbook.

Public Utilities Department Permit # W-4226

City of Raleigh

10" SEWER LINE SS-1

SEE UC-4 FOR 10" SEWER LINE PLAN

TC002-BL UC-7

UTILITY CONSTRUCTION

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL

1.21'

5"

12"

SO LID IS CLOSEST TO CURB

ROTATE ECCENTRIC SSMH CONE

ADJUST SSMH TO PROP. GRADE

EXISTING SSMH

-L- STA. 15+72.94, RT 1.07'

STORM INVERT = 327.79

PROP. 24" RCP STORM LINK 402

EXISTING GROUND

EXISTING SSMH

INV OUT = 326.64

SLOPE @ 3.2%

EXIST. 10" MTL SEWER

INV IN = 325.24

PROTECTION

CONCRETE CRADLE

INSTALL

SEE RALEIGH DETAIL S-49

FOR EXIST. SEWER LINE

ENCASING UTILLITY LINES (1.1 CY)

CLASS B CONCRETE FOR

IF LESS THAN 18" (1.5') OF CLEARANCE

BETWEEN OUTSIDE PIPE ELEVATIONS

1.21' OF VERTICAL CLEARNACE

Docusign Envelope ID: E438B3F4-AEB1-448F-8A3D-2B925574F5C0

8/18/2025

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

DO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS

A U

G

:0

X

.0

1\ T

E C

H

U t il it ie s

U B

O

K n ig h t d a le

S

W

U t t s h

U O 1_ p s h .d g n

U S

E R

N A

M E

INDEX OF SHEETS

SHEET NO.

TC002-BLSTATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

T.I.P. NO.

FROM US 64 TO SR 2049 (FORESTVILLE RD)

LOCATION: WEST SIDE OF SR 2049 (OLD KNIGHT RD)

TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIDEWALK

WAKE COUNTY

UTILITIES BY OTHERS PLANS

GRAPHIC SCALES

PLANS

50 5025 100

UTILITY OWNERS WITH CONFLICTS PREPARED IN THE OFFICE OF:

UTILITY PROJECT MANAGER

PROJECT UTILITY COORDINATOR

SHOWN ON THIS SHEET.

THE CONTRACTOR FOR UTILITY WORK

NO PAYMENT WILL BE MADE TO

SHEET WILL BE DONE BY OTHERS.

ALL UTILITY WORK SHOWN ON THIS

NOTE:

VICINITY MAP

LIMITS

PROJECT

BUS

BUS

CAROLINA AND

NORTHWESTERN

RAILWAY

K n ig h t d a le

T o w n L im it s

NC License No. F-1235

919-714-8670 | meadhunt.com

Raleigh, North Carolina 27601

111 E. Hargett Street, Suite 300

UO4 THRU UO5

UO2

UO1

SHEET NO.:

UBO PLAN SHEETS

SYMBOLOGY SHEET

TITLE SHEET

DESCRIPTION:

JENNIFER SMITH-MORTON, PE

ANDREW BRAME, EI

UO5

UO4

THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF KNIGHTDALE

100% PLANS

(A) TELECOM - AT&T

T I P

P

R O J E

C T

T C B

L

UO1

Prepared for:

TOWN OF KNIGHTDALE

919-217-2200

950 STEEPLE SQUARE CT

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

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

(K N

IG

H T

D A

V

D

U S

S

IN

E S S

Y 1-

SR 2049 (OLD KNIGHT RD)

-L-

SR 2049 (OLD KNIGHT RD)

-L-

S R

(F

O R

E S

T V

IL

Y

-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

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

LAKE

NEUSEOCA

P145

.5

.7

Christ. Acad.

Southern

Beaverdam Cr ee k

Beav erda m

C reek

NAD 83

/ 2011

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

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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E x is tin g R ig h t o f W a y

L in e

R e b a r a n d C a p

P ro p o s e d

R ig h t o f W a y

M o n u m e n t

P ro p o s e d

C /A

M o n u m e n t (R e b a r a n d

C a p

P ro p o s e d

T e m p o ra ry

C o n s tru c tio n E a s e m e n t

P ro p o s e d T e m p o ra ry D ra in a g e E a s e m e n t

P ro p o s e d P e rm a n e n t D ra in a g e E a s e m e n t

E x is tin g C u rb

P ro p o s e d P e rm a n e n t U tility E a s e m e n t

P ro p o s e d T e m p o ra ry U tility E a s e m e n t

P ro p o s e d A e ria l U tility

E a s e m e n t

P ro p o s e d S lo p e S ta k e s F ill

P ro p o s e d

P e rm a n e n t D ra in a g e /U tility E a s e m e n t

E x is tin g P e rm a n e n t E a s e m e n t M o n u m e n t

R e b a r a n d C a p

P ro p o s e d

P e rm a n e n t E a s e m e n t M o n u m e n t

E x is tin g C

/A M o n u m e n t

P ro p o s e d

R O

W a n d

C A

L in e R

W C

A

E x is tin g C o n tro l o f A c c e s s L in e

P ro p o s e d C o n tro l o f A c c e s s L in e

U /G

T e le p h o n e C a b le H a n d H o le

U /G

P o w e r L in e (S

U E

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S B

U /G

P o w e r C a b le

H a n d H o le

U /G

P o w e r L in e (S

U E

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S D

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P o w e r L in e (S

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S C

U /G

T e le p h o n e C a b le

(S U

E

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B

U /G

T e le p h o n e C a b le (S

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S C

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T e le p h o n e C a b le

(S U

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D

U /G

T e le p h o n e C o n d u it (S

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S B

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T e le p h o n e C o n d u it (S U

E

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T e le p h o n e C o n d u it (S U

E

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F ib e r O p tic s C a b le

(S U

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F ib e r O p tic s C a b le (S

U E

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S C

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F ib e r O p tic s C a b le

(S U

E

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O S

D

U /G

W a te r L in e (S

U E

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S B

A b o v e G ro u n d

W a te r L in e

U /G

W a te r L in e (S

U E

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S C

U /G

T V

C a b le

(S U

E

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B

U /G

W a te r L in e (S

U E

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U /G

T V

C a b le (S

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U /G

T V

C a b le (S

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S D

U /G

F ib e r O p tic

C a b le

(S U

E

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U /G

F ib e r O p tic

C a b le (S

U E

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S C

U /G

F ib e r O p tic

C a b le (S

U E

- L O

S D

U /G

G a s L in e (S

U E

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S B

U /G

G a s L in e (S

U E

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S C

U /G

G a s L in e (S

U E

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S D

S S

F o rc e M a in

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S S

F o rc e M a in

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S S

F o rc e M a in

L in e (S

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E x is tin g Iro n P in (E

IP

E x is tin g C o n c re te M o n u m e n t (E C

M

S

U E

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L O

S

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P o w e r L in e T e s t H o le

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T e le p h o n e T e s t H o le

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S S

F o rc e M a in

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U /G

T V

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W a te r L in e T e s t H o le

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C o n c r e t e

P ro p o s e d

R ig h t o f W a y

M o n u m e n t

P ro p o s e d

C /A

M o n u m e n t (C o n c re te

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

Docusign Envelope ID: 48C25C46-66B2-49DB-B208-0FE923D850F6

FULL DEPTH SAWCUT LIMITS

TIE TO EXISTING C&G

TIE TO EXISTING C&G

SIDEWALK

EXISTING

TIE TO

TO EXISTING LANE LINE

1.5" MILL & OVERLAY

LIMITS

CURB AND GUTTER

1.5" MILL & OVERLAY

EXIST. C&G

TIE TO

EXIST. C&G

TIE TO

30'R

RETAIN

SEE DETAIL 2

TAIL DITCH

COLLAR

24" RCP

EXTEND EXIST

RETAIN AND

RETAIN

RETAIN

OF EXIST 18" RCP

REMOVE EST 64 FT

RETAIN

SEE DETAIL 1

V-DITCH

FES

REMOVE

24" RCP-IV

15"

Geotextile

(TYP)

a Minimum of 1ft

Tuck Geotextile

S

S

IN

V

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K

D I

T O

P .0

18" RCP

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V

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R K

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R 2-FO M

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P

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M E

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REF. BM 1978

PG 46820' UTILITY EASEMENT

R E F

P

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U T

IL

S E

M E

N T

REF. BM 1989

PG 72

50' PUBLIC UTILITY & PRIVATE ACCESS E

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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

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REF. BM 1994

PG 40720' UTILITY EASEMENT

REF. BM 1994

PG 40720' UTILITY EASEMENT

S

°0

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" E

.0

S 03°5 5'23" W

176.31'

N

°0

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" 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

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" E

.6

1'

S 07°22'56" E

161.59'

S 07°22'56" E

7.67'

N

°0

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N

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1" E

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S

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.0

N

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N

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.9

N

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1'

N

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N

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N

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1'

C O

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IP

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IP

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D B

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