20121054 Ver 2_Upper Pigeon House Interceptor Replacement - 10/14/2021_20211014

Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 1, 2021 Ver 4.1
1a. Name of project:
1a. Who is the Primary Contact?
1b. Primary Contact Email:1c. Primary Contact Phone:
Site Coordinates
Latitude:Longitude:
County (or Counties) where the project is located:
Nearest Body of Water
Is this a NCDMS Project *
Is this project a public transportation project?
1a. Type(s) of approval sought from the Corps:
Has this PCN previously been submitted?*
1b. What type(s) of permit(s) do you wish to seek authorization?
1c. Has the NWP or GP number been verified by the Corps?
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
Pre-Filing Meeting Information
Upper Pigeon House Interceptor Replacement
Todd Toler
[e-mail] [phone]
35.802903 -78.627421
A. Processing Information
Wake
Yes No
Yes No
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Yes
No
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
Yes No
58 - Utility Line Activities for Water and Other Substances (frequently used)
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual 401 Water Quality Certification
Is the a courtesy copy notification?
Yes No
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after-the-fact permit application?
1g. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
1h. Is the project located in any of NC's twenty coastal counties?
1j. Is the project located in a designated trout watershed?
1d. Who is applying for the permit?
1e. Is there an Agent/Consultant for this project?*
2. Owner Information
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
B. Applicant Information
Owner Applicant (other than owner)
Yes No
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
Centerline Bonded LLC
DB: 015017 PG: 00784
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1515 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
Raleigh Bonded Empire, LLC
DB: 011498 PG: 00291
Gregory Hatam
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1505 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
Harris Wholesale, Inc
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
DB 4419 PG 306
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1504 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
PS NC III, L.P.,
DB: 11652 PG: 599
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1400 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
Urban Ministries of Wake County, Inc., A North Carolina Nonprofit Corporation
DB: 012041 PG: 02757
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1390 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
Nathaniel Heyward Robb, JR., Alexandra Wentworth Robb Polhill, and Caleb Robb O'Brien
DB: 006422 PG: 00673
4. Agent/Consultant (if applicable)
1b. Subdivision name:
1c. Nearest municipality / town:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1312 Capital Blvd
Address Line 2
[phone]
[e-mail]
2a. Name(s) on recorded deed:
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
2e. Telephone Number:2f. Fax Number:
2g. Email Address:*
Jose S. Chua Jr., Tessie L. Chua
DB: 003960 DP: 00643
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
1200 Capital Blvd
Address Line 2
[phone]
[e-mail]
4a. Name:
4b. Business Name:
4c. Address
4d. Telephone Number:4e. Fax Number:
4f. Email Address:*
Amir Hadjimiry
Dewberry Engineers Inc
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27607
Country
USA
Street Address
2610 Wycliff Road
Address Line 2
Suite 410
[phone]
[e-mail]
C. Project Information and Prior Project History
1. Project Information
(if appropriate)
City of Raleigh
2. Project Identification
2a. Property Identification Number:2b. Property size:
2c. Project Address
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
3b. Water Resources Classification of nearest receiving water:*
3d. Please provide the 12-digit HUC in which the project is located.
3c. What river basin(s) is your project located in?*
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
4h. Explain the purpose of the proposed project:*
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27603
Country
USA
Street Address
Capital Blvd
Address Line 2
Pigeon House Branch
C;NSW
030202010804
Neuse
The project site mostly consists of industrial and commercial parcels. However, most of the construction will take place on City of Raleigh and NCDOT roadways.
Yes No Unknown
0
100
Replace existing gravity sewer main along Capital Blvd Frontage Road, in between Wake Forest Rd and Wade Ave, to accommodate wet weather flows that currently overload the existing
gravity sewer system.
City of Raleigh plans to replace the existing gravity sewer main along Capital Blvd Frontage Road, in between Wake Forest Rd and Wade Ave, to accommodate wet weather flows that
currently overload the existing gravity sewer system. Gravity sewer main ranging from 8" to 42" in diameter will be installed using open-cut, shoring, and trenchless bore and jack methods.
Conventional construction equipment (excavators, vibratory rollers, trucks, boom trucks, tree removal equipment) is anticipated to be used to complete this project.
Yes No Unknown
Preliminary Approved Not Verified Unknown N/A
Froehling & Robertson, Inc.
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
3. Stream Impacts
3a. Reason for impact *(?)3b.Impact type *3c. Type of impact *3d. S. name *3e. Stream Type *
(?)
3f. Type of
Jurisdiction *
3g. S. width *3h. Impact
length *
S1
S2
S3
S4
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:3i. Total temporary stream impacts:
3i. Total stream and ditch impacts:
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required?6f. Zone 1 impact 6g. Zone 2 impact
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts:
Zone 1 Zone 2
Total Permanent impacts:
Zone 1 Zone 2
Total combined buffer impacts:
6i. Comments:
NCDEQ Erosion & Sediment Control
NCDOT Encroachment Agreement
City of Raleigh Concurrent Review
D. Proposed Impacts Inventory
Wetlands Streams-tributaries Buffers
Open Waters Pond Construction
Abandon existing sewer / rip
rap placement
Temporary Rip Rap Fill Pigeon House Branch Perennial Both 30
Average (feet)
95
(linear feet)
Gravity Sewer Main
Installation
Temporary Excavation Pigeon House Branch Perennial Both 38
Average (feet)
160
(linear feet)
Gravity Sewer Main Aerial
Crossing
Temporary Other Pigeon House Branch Perennial Both 30
Average (feet)
90
(linear feet)
Gravity Sewer Main Aerial
Crossing
Temporary Other Pigeon House Branch Perennial Both 40
Average (feet)
40
(linear feet)
0
0 385
385
All proposed temporary stream impacts are in locates that have been previously disturbed due to utility installations
Check all that apply.
Neuse Tar-Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
Streambank or shoreline stabilization (dd)T Pigeon House Branch No 4,750 4,498
Utility - Sewer Lines - New Line Construction T Pigeon House Branch No 4,021 7,717
8,771.00 12,215.00
0.00 0.00
8,771.00 12,215.00
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
What type of SCM are you providing?
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT’s Individual NPDES permit NCS000250?*
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Comments:
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
3b. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
A stream bypass operation will be set up to prevent the water from flowing through the project areas.
Erosion control measures (silt fence, pipe inlet/outlet protections) will be temporarily installed to prevent the migration of sediment into the offsite stream
areas.
Yes No
No Waters of the U.S. or Waters of the State will be impacted by this project.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
Yes No
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
Yes No
Yes No
G. Supplementary Information
Yes No
Yes No
Yes No
No additional development is anticipated by this project. No increase in impervious is proposed in this project.
Yes No N/A
5a. Will this project occur in or near an area with federally protected species or habitat?*
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
5d. Is another Federal agency involved?*
5e. Is this a DOT project located within Division's 1-8?
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
5g. Does this project involve bridge maintenance or removal?
5h. Does this project involve the construction/installation of a wind turbine(s)?*
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?*
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Comments
*
· The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief’; and
· The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
· I have given true, accurate, and complete information on this form;
· I agree that submission of this PCN form is a “transaction” subject to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
· I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
· I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
Yes No
Yes No
Yes No Unknown
Yes No
Yes No
Yes No
Yes No
Yes No
Fish and Wildlife online mapper for endangered and critical species.
Yes No
Fish and Wildlife online mapper for endangered and critical species.
Yes No
NC Historic Preservation Office HPOWEB 2.0 - General Audience - GIS Mapper
Yes No
There will be no changes to the existing grades within the 100-year floodplain. There will be no new permanent structures within the 100-year floodplain.
FEMA FIRM Panels downloaded directly from the FEMA website.
Miscellaneous
Click the upload button or drag and drop files here to attach document
PCN Supporting Documents -- Upper Pigeon House Interceptor Replacement.pdf 114.04MB
File must be PDF or KMZ
Signature
By checking the box and signing below, I certify that:
· I intend to electronically sign and submit the PCN form.
Full Name:*
Signature
Date
Amir R. Hadjimiry
10/5/2021
DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low and include location information.*
Amir Hadjimiry
[e-mail]
Upper Pigeon House Interceptor Replacement
City of Raleigh (Raleigh Water)
Wake
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27601
Country
USA
Street Address
One Exchange Plaza, 1 Exchange Plaza Suite 400
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Stephanie Goss
City of Raleigh plans to replace the existing gravity sewer main along
Capital Blvd service road, in between Wake Forest Rd and Wade
Ave, to accommodate wet weather flows that currently overload the
existing gravity sewer system. Gravity sewer main ranging from 8" to
42" in diameter will be installed using open-cut, shoring, and
trenchless bore and jack methods. Conventional construction
equipment (excavators, vibratory rollers, trucks, boom trucks, tree
removal equipment) is anticipated to be used to complete this project.
It should be noted that the buffer zones in this project area have
been previously disturbed.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
Signature *
Submittal Date
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
10/4/2021

Pre-Construction
Notification Division of
Water Resources
Application

City of Raleigh, Raleigh Water
Upper Pigeon House Interceptor Replacement
Wake County, North Carolina

Dewberry Project Number: 50097464

October 2021

SUBMITTED BY:

Dewberry Engineers Inc.
2610 Wycliff Road
Suite 410
Raleigh NC 27607
919.881.9939
NC License No.: F-0929
SUBMITTED TO:
NCDEQ - Division of Energy,
Mineral and Land Resources
3800 Barrett Drive
Raleigh, NC 27609

Page 1 of 1
October 5, 2021

NCDEQ – Division of Water Resources

Reference: City of Raleigh, Raleigh Water
Upper Pigeon House Interceptor Replacement
Wake County, NC
Dewberry Project No. 50097464

Dear Reviewer:

Dewberry Engineers Inc. has prepared a Pre-Construction Notification Application for your review and
approval for the above referenced project. Included in this submittal are:

• One (1) copy of the signed Agent Authorization Form.
• One (1) copy of the USGS Map, NRCS Soil Survey, and FEMA FIRM Panels for the project site.
• One (1) copy of Historical Information and Critical Habitats for the project site.
• One (1) copy of Buffer Impact Exhibits of the project site.
• One (1) copy of 100% Design Drawings
• One (1) copy of the Jurisdictional Streams and Wetlands Delineation Report by Froehling &
Robertson, Inc.

Should you have any questions or concerns, please feel free to contact me via phone [phone] or
e-mail ([e-mail]).

Sincerely,

Dewberry Engineers Inc.

Amir R. Hadjimiry, PE
Project Engineer

Enclosures

Cc: Steve Hilderhoff, PE, Dewberry
Todd Toler
TABLE OF CONTENTS

• Appendix A - Agent Authorization Form

• Appendix B - USGS Topo Map, NRCS Soils Map, and FEMA FIRM Panel

• Appendix C - Historical Information and Critical Habitats

• Appendix D - Buffer Impact Exhibit

• Appendix E - 100% Design Drawings

• Appendix F - Froehling & Robertson, Inc. Wetland Delineation Report

APPENDIX A – AGENT AUTHORIZATION FORM

SAMPLE AGENT AUTHORIZATION FORM

PROPERTY LEGAL DESCRIPTION:

LOT NO. ______________ PLAN NO. ____________ PARCEL ID: ________________________

STREET ADDRESS: _____________________________________________________________

_____________________________________________________

Please print:
Property Owner: ________________________________________________________________

Property Owner: ________________________________________________________________

The undersigned, registered property owners of the above noted property, do hereby authorize

__________________________________, of ________________________________________
(Contractor / Agent) (Name of consulting firm)

to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.

Property Owner’s Address (if different than property above):

_________________________________________________________________

Telephone: _____________________________

We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.

__________________ __________________ _________________ __________________
Authorized Signature Authorized Signature

Date: _______________________________ Date: _______________________________

APPENDIX B – USGS TOPO MAP, NRCS SOILS MAP, and FEMA
FIRM PANELS

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35.7500°
35.8750°-78.7500°-78.6250°35.8750°
35.7500°-78.6250°-78.7500°
QUADRANGLE LOCATION
RALEIGH WEST QUADRANGLENORTH CAROLINA - WAKE COUNTY7.5-MINUTE SERIES
RALEIGH WEST, NC
2019
Expressway Local Connector
ROAD CLASSIFICATION
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Interstate Route State RouteUS RouteWX./H
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18
CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
×
Ø
GN
MN
1°21´
24 MILS
9°18´
165 MILS
UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
QV
Grid Zone Designation
17S
U.S. National Grid100,000 - m Square ID
NORTHCAROLINA
1 Southeast Durham
8 Garner
2 Bayleaf3 Wake Forest4 Cary5 Raleigh East6 Apex7 Lake Wheeler
ADJOINING QUADRANGLES
86
1
4
2
7
5
3
Imagery.....................................................NAIP, May 2016 - November 2016Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1980 - 2019Hydrography...............................National Hydrography Dataset, 2001 - 2018Contours............................................National Elevation Dataset, 2008Boundaries..............Multiple sources; see metadata file 2017 - 2018
Wetlands.................FWS National Wetlands Inventory 1983
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.*7643016379136*NSN.7643016379136NGA REF NO.USGSX24K36946
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Wake County,
North Carolina
Upper Pigeon House Project
Area
Natural
Resources
Conservation
Service
May 3, 2021
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
Wake County, North Carolina..........................................................................13
Ur—Urban land...........................................................................................13
References............................................................................................................14
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8
9
Custom Soil Resource Report
Soil Map
39638003963900396400039641003964200396430039644003964500396460039647003964800396490039639003964000396410039642003964300396440039645003964600396470039648003964900713000 713100 713200 713300 713400 713500 713600 713700 713800 713900 714000 714100 714200 714300 714400 714500 714600
713000 713100 713200 713300 713400 713500 713600 713700 713800 713900 714000 714100 714200 714300 714400 714500 714600 714700
35° 48' 18'' N 78° 38' 36'' W35° 48' 18'' N78° 37' 26'' W35° 47' 41'' N
78° 38' 36'' W35° 47' 41'' N
78° 37' 26'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 350 700 1400 2100
Feet
0 100 200 400 600
Meters
Map Scale: 1:8,030 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 20, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 11, 2019—Oct
19, 2019
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
10
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ur Urban land 36.6 100.0%
Totals for Area of Interest 36.6 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
Custom Soil Resource Report
11
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
12
Wake County, North Carolina
Ur—Urban land
Map Unit Setting
National map unit symbol: 2qwpc
Elevation: 70 to 1,400 feet
Mean annual precipitation: 39 to 51 inches
Mean annual air temperature: 54 to 63 degrees F
Frost-free period: 190 to 250 days
Farmland classification: Not prime farmland
Map Unit Composition
Urban land:100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Urban Land
Setting
Parent material:Impervious layers over human-transported material
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Custom Soil Resource Report
13
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
14
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
15
STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datumwas the North American
Datum of 1983. GAS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMs for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. Those differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet. where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAND 88). These flood elevations must be compared to swcture
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
nation of this statewide formal FIRM. The offsets ler each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD BB and NGVD 29. To obtain current elevation,
description. and/or locetion information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Survey at (301) 713.112.2, or visit its website at www.n0s.noaa.g0v.
North Carolina Geodetic Survey
121 West Jones Street
Raleigh, NC 27601
19191733-3836
wow. ncgs.state.nc.us
County Average Vedicel Datum Offset Table
County
Wake
Vertical Datum offset eta
Example. SAW 88 - NOVO 29 1 (-0.e91
Allstreams listed in the Flood Ns and Data Table below were studied by
°tailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either coastal only s or limited detailed
analysis. Mora information on the flooding sour es studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
ovary
treat eel Extreme
tens. own. NOT
Eoe10
're11T noon,
row Ft.. wore
PIGEON HOUSE BRANCH (BASIN 19, STREAM271
088
8.830
NA
227.8
70
105
10.500
NA
232.6
70
132
13,200
NA
253.2
81
1.
14.400
NA
261.5
50
156
15.570
NA
273.5
55
F0014.0YOfn sat
This digital Flood Insurance Rate Map (FIRM)was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The Slate of North Carolina has
implemented a long term approach of fIoodplain management to decrease
the costs associated with flooding. This is demonstrated by the 51ate's com-
mitment to map iloodplein areas at the local level. As a part of this effort, the
Stele of North Carolina has joined in a Cooperating Technical Slate agreement
with FEMA m produce and maintain this digital FIRM.
www.ncFloodmaps.com
This map is for use in administering the National Flood Insurance Program. It does not
necessarily identily all areas subject t0 flooding, particularly from local drainage sources
of small size. The community map repository should be consulted for possible
updated or additional flood hazard information.
To obtain more detailed information in areas where Base Flood Elevations (BFEs)
and/or floodways have been determined, users are encouraged to consult the Flood
Profiles. Floodway Data. Limited Detailed Food Hazard Data. and/or Summary of Stillwater
Elevations tables contained within the Flood Insurance Study (FISl report that accompanies
this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded
whole -toot elevations. These BFEs are intended for flood insurance rating purposes
only and should not be used as the sole source of flood elevation information. Accordingly,
flood elevation data presented in the Fl5 report should be utilized in conjunction with
the FIRM for purposes of construction and/or floodplain management
Boundaries of regulatory headway. shown on the FIRM for flooding so es studied
by detailed methods were computed at cross sections and Interpolated between cross
sections. The floodways were based on hydraulic considerations with regard to requirements
of the National Flood Insurance Program. Floodway widths and other pertinent floodway
data for flooding so es studied by detailed methods as wallas non -encroachment widths
for flooding sources studied by limited detailed methods are provided in the FIS report
for this jurisdiction. The EIS report also provides instructions for determining a iloodwaV
using non -encroachment widths for flooding sources studied by limited detailed methods.
Certain areas not in Special Flood Hazard Areas may be protected by flood control
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance
Study report for information on flood control structures in this jurisdiction.
Base sap information end geospatial data used to develop this FIRM were obtained from
various organizations, including the participating local communibies). state and federal
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired by
Wake County. The time period of collection for the imagery is 1999. Information and
geospatial data supplied by the local communiMiesl that met FEMA base map specifications
were considered the preferred source for development of the base map. Sea geospatial
metadata for the associated digital FIRM for additional information about base map
preparation.
Base map features shown on this map, such as corporate lisit., are based on the
most up-to-date data available at the time of publication. Changes in the corporate
lisita may have occurred tine. this map was published. Map users should
consult the appropriate community official or website to vorify current conditions of
jurisdictional boundares and base map features. This map may contain roads that were
at considered in the hydraulic analysis of streams where no new hydraulic model was
created during the production of this statewide format FIRM.
This map reflects more detailed and up-to-date Etresm channel configurations than
those shown on the previous FIRM for this jurisdiction. The Roodplains and floodways
that were transferred from the previous FIRM may have been adjusted to conform to
these new stream channel configurations. As a result, the Flood Profiles and Floodway
Data tables in the Flood Insurance Study report (which contains authoritative hydraulic
data)may reflect stream channel distances that differ from what is shown on this map.
Please refer to the separately primed Yap Index for an overview map of the county
showing the layout of map panels, c0mmunhy map repository addresses, and a Listing of
Communities table containing National Rood Insurance Program dates for each community
as well as a listing of the panels on which each community is located.
If you have questions about this map, or questions concerning the National Flood
Insurance Program in general, please calif•BTE-FEES MAP(1-677-336-2627) or visit the
FEMA website at www.fema.gov.
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter
of Map Amendment (LOMA) revising portions of this panel. end digital versions of this
FIRM maybe available. Visit the North Carolina Floodplain Yapping Progr.. webs'te
at wvvw.ncfloodmaps.com, or contact the FENA Map service Canter at 1-800358-9616
for information on all related products associated with this FIRM. The FEMA Map Service
Center may also be reached by Fax at 1-800-358-9620 and its we site m www.msefemagov.
REPOSITORYMAP
MIn Refer. IB of Mao Repositories n nMeta Index or visit wmv.ndloodmeps.wm.
EFFECRVE DATE OF FLOOD INSURANCE RATE MAP PANEL
MAY 2, 2006
EFFECTME ouooIS10F REM5101a51 TO THIS PANEL
For common map mv1alon h1stosy prior to statewide mapping rekr m the Community Map
Hi4O0 tale oca erd In the Flood In u,antt Study rep0n for this juVrdicin.
To determine If flood Insurance Is available In this community, Man your Insurance agent, the
North Carolina Dh.en of Emergency Management or the National Flood Insurance Program atria
following phone numbers or w bsites:
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nrxnmecontrol.org/nfip 1-800-630fi620 ww.v.fema.yoMfip
Cross section litre
EFFECTIVE DATE
MAY 2, 2006
LEGEND
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1% annual dunce hood 000.year flood/, also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to Flooding by the 1% annoatcesrce flood. Areas
00 Special Rood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual canoe Road.
ZIXE A No Base Flood Elevation determined.
ZONE AS Base Flood Elevatisms determined.
ZONE AN Flood depths of 1 to 3 feet (usually are. of pondingl; Base Flood
Elevations determined,
ZONE AO Flood dephs of 1 to 3 lost (usually sheflow on sloping terrain/1
averge depths determined. For areof alluvial fan flooding velocities
lso determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
donee flood by a flood control wren) Mat was subsequently
decertified. Zone AR Indicates that the former flood control system is
being restored to proNde protection from the 1% annual dunce or
greater flood.
ZONE A99 Area to be protected from 1 % an seal chance flood by a Federal
flood praenion system under construction, no Base Hood Elevations
determined.
Lora Ve Coastal flood zone with wbciry hazard (w ve action), Base Flood Elevations
determined.
NEE
FIOOOWAY AREAS IN ZONE. Ai.
The floeAvay is the channel of a stream plus a adjacent fl0odplaain areas that mut be
kep[free of encroachme. se that the 1% annual dunce flood n be orded without
suWanMI increases in flood height.
771
ZONE Z
ZONE D
\\V
OTHER FLOOD AREAS
Areas of 0.2% annual chance flood; areas of future cnrditionsl%annual
dance flood; areas of 1% annual dance flood wib avenge depths of less
than 1 foot or with drainage areas less than 1 square mile; and areas
protected by levees from 1% annual chance flood.
OTHER AREAS
Areas determined to be outside the 0.2% annual chance and future
cond0lom1% annual dunce floodplaln.
Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS IOPAs)
CeRS Noss and CPAs are normally locoed MOM or adjacent to Special Rood Hazard Aran.
1% annual dance fl0odplain boundary
0.2% annual dance fluodplain boundary and future
conditions 1% annual chance Boodplein boundary
Floodway boundary
- Zone 0 Boundary
CBRS aod OPA boundary
Boundary dividing Special Flood Hazard Area Zones and
boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depth. or flood vetch..
513•-•--•- Base Flood Elevation line and value elevation in feet*
(EL 9871 Flood Elevation value where uniform within zone;
elevation in feet•
'Referenced to the North American Vertical Datum of 1986
Q I
0- O Tanse0Ilae
91.OP 30•, 32.26 30•
1477 800 FEET
BM5510
BM5510
e M1.5
coordinatesGeographic M referenced to e Nonh American
Datum of 1963 (NAV 831
5000-meter Universal Transverse Merobr grid ticks, zone 17
2503-foot grid values: North Cardin Sae Plane coordinate
system 1FIPSZONE 3200, State Rare NAD feet)
North Combo Geodetic Surrey bench mark Nee explanation
In the Datum Information uabn °Obis FIRM panel,.
Na8nal Geodetic Survey bench mark (see explanation in
the Datum Information on of this FIRM panel.
Riser Mile
GRID NORTH
MAP SCALE 1• w 500' (1 : 6,000)
soo moo
- r � FEET
METERS
soo
ISO
1 SO
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 1704
(SEE LOCATOR DOWSE OR MAP NOD( FOP FIRM
PANEL LAYOUT,
COMAINS:
COMMUNITY
mislan, EV OF
CID No. PANEL SUFFIX
u..m v. 1000000 wdiralwu to eaugci
MAP NUMBER
37201704001
State of North Carolina
Federal Emergency Management Agency

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
LEGEND
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datumwas the North American
Datum of 1983, GRSBO ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMs for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. Those differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet. where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAND 88). These flood elevations must be compared to swcture
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
nation of this statewide formal FIRM. The offsets far each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description. and/or locetion information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit its website at www.n2s.noaeg0v,
North Carolina Geodetic Survey County Average Vemcel Datum Offset Table
121 West Jones Street
Raleigh. NC 27601
19191733-3830
www.ncesstate.nc.us
County
Wake
Vertical Datum Offset Ira
Cra pe NANO 86 kr NOVO 29 3 (-0.881
Allstreams listed in the Plead Hazard Data Table below were studied by
°tailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either coastal anaN s or limited detailed
analysis. Mora information on the flooding sour as studied by these
analyses iscontained in the Flood Insurance Study report
FLOOD HAZARD DATA TABLE
Ham scheme
Smarr
nooyearl
traoar NAV° son
Namur memos From
Eootron noon),
Tour mammy wk.
CRABTREE CREEK (BASIN 18. STREAM 9)
202
27.200
NA
480
333
93.300
NA
203.3 1.503
PIGEON HOUSE BRANCH (BASIN 19. STREAM 27)
032
052
3,200
5,200
NA
NA
54
211) 0 70
2 110 000 FEET
00 750 EEI
BONDED
FZ2528
Nee rn N-
0
742
3.3mv—
NO m0 FEET
ZONE AE
ZONE X
ZONE X'
' ZONE AE
ZONE X
ZONE AE
ZONE X
-,ZONE
n0 000 FEET
"ZONE X
E15
2 112 WO FEET
,ZONE x
jR.9001(ST
COLONIA
F22525 s \,N)INS PANEL 1715
ZONE X
City 11f
Raleigh
370243
JOINS PANEL 1713
omu. 30'
T9 9.36
ZONE AE
re ®e
ZONE AE
ZONE X
17,7 •ea
ZONE AE ,1
ZONE X"
2 120 GOO FEET
750 097 FEET
747 603 FEET
Mona am.
harm Eff aroma 19
ZC2
CRABTREE CREEK
BASIN 1E, STREAM 9/
idD Om FEET
2 120 . FEET
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1 % annual dunce flood 000.year flood), also known as the base flood, is the Rood
that has a 1% chance of being equaled or exr.ded in any given year. The Special
Flood Haman Area is the area subject to flooding by the 1% annual chance flood. Meal
00 Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual chance Road.
ZONE A No Base Flood Elevation do)o,r fined.
ZONE AE Base Flood Elevations determiner.
ZONE AN Flood depths of I to 3 feet (usually aeaz of pondingl; Base Flood
Elevation determined.
ZONE AO Flood dephs of 1 to 3 feet (usually sheet flow on sloping terrain);
averge depths determined. For areof alluvial fan flooding velocities
lso determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
dance flood by a flood control sysem drat was subsequently
decertified. Zone AR Indicates that the former Rood control system Is
being restored to proade protection from the 1% annual dunce or
greater good.
ZONE AN Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction, no Base Hood Elevations
determined.
ZONE VE Coastal flood zone with wbciry hazard Iwaw action), Base Flood Elevations
determined.
FIOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any
adjacent floodplein areas that muss be
keptfine 08 encrwdr ant so that the 1% an I dunce flood n be mined without
T 6 nt)0I inbea'as 1n Bond heighb.
I,',',-1 OTHER FLOOD AREAS
ZONE X
Areas of 0.2%annual chance flood; areas offuture conditions l%annual
dance flood; areas of 1%annual dunce flood with avenge depths of less
than 1 foot with drainage areas less than 1 square mile; and areas
protected by levees from 1% annual chance flood.
OTHER AREAS
ZONE Z Areas determined to be outside the 0.2% annual chance and future
cond0lom1% annual dunce ROOdplaln.
ZONE O Areas in which flood hazards are undetermined, but pasibk.
\\V
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (ORAS)
CBRS noes and CPAs are normally boned MOM or adjacent to Special Rood Hazard Areas.
1% annual dunce fl0odplain boundary
0.2% annual dunce fluodplain boundary and future
conditions 1% annual chance Boodplain boundary
Floodway boundary
Zone D Boundary
CBRS and OPA boundary
Boundary dividing Special Flood Hazard Area Zones and
boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513o- --.— Base Rood Elevation line and value; elevation in feet*
Hood Elevation value where uniform within zone;elevation in feet*
'Referenced to the North American Veroal Datum of 1988
(EL 01371
Q I
o- 0
MP Oh 304. 32.22' 30•
4278owu
1477 Bm FEET
BM5510 >t
BM5510
•M1.5
Cross section line
Tmnse0Ilne
m o! 1983 I
rdinales relelencei to the North American
WNNAU 8T
1003meter Universal Transverse Merom, hold tick, zone 17
2303-faw grid values: North Carolina Sue Plane c0ondwte
system IFIPSZONE 3200, Sate Plane NAD feet)
North Camliru CeodMc Suney bench mark nee explan2Mm
In the Datum Information se0lon of this FIRM panel).
Na0na1 Geodetic Survey bench mark (see explanation in
the Datum Information section of this FIRM panel).
Riser Mile
MAP SCALE
GRID NORTH
1• w 500' (1 : 6,000)
sco FEET
MO
METERS
ISO SOO
NOTES TO USERS
This digital Flood Insurance Rate Map IFIRM)was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The Stets of North Carolina has
implemented a long term approach of floodplein management to decrease
the costs associated with flooding. This is demonstrated by the 51ate's com-
mitment to map floodplein areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA m produce and maintain this digital FIRM.
www.ncFloodmaps.com
This map is for use in administering the National Flood Insurance Program. It does not
necessarily identify all areas subject t0 flooding, particularly from local drainage sources
of small size. The community map repository should be consulted for possible
updated or additional flood hazard information.
To obtain more detailed information in areas where Base Flood Elevations (BFEs)
and/or floodnays have been determined, users are encouraged to consult the Flood
Profiles. Floodway Data. Limited Detailed Food Hazard Data. and/or Summary of S011water
Elevations tables contained within the Flood Insurance Study (EIS) report that accompanies
this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded
whole -toot elevations. These BFEs are intended for flood insurance rating purposes
only and should not be used as the sole source of flood elevation information. Accordingly,
flood elevation data presented in the Fl5 report should be utilized in conjunction with
the FIRM for purposes of construction and/or floodplain management
Boundaries of regulatory floadways shown on the FIRM for flooding sources studied
by detailed methods were computed at cross sections and Interpolated between cross
sections. The floodways were based on hydraulic considerations with regard to requirements
of the National Flood Insurance Program. Floodway widths and other pertinent floodway
data for flooding so es studied by detailed methods as wallas non -encroachment widths
for flooding sources studied by limited detailed methods are provided in the FIS report
for this jurisdiction. The EIS report also provides inotrucdns for determining a floodwey
using non -encroachment widths for flooding sources studied by limited detailed methods.
Certain areas not in Special Flood Hazard Areas may be protected by flood control
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance
Study report for information on flood control structures in this jurisdiction.
Base sap information and geospatial data used to develop this FIRM were obtained from
various organizations, including the participating localcommuniVAiesl. state and federal
agencies. and/or other sources. The primary base for this FIRM is aerial imagery acquired by
Wake County. The time period of collection for the imagery is 1999. Information and
geospatial data supplied by the lecalcommuniMies) that met FEMA base map specifications
were considered the preferred source for development of the base map. Sea g0ospatial
metadata for the associated digital FIRM for additional information about base map
preparation.
Base map f0atures shown on this map, such as corporate limits, are based on the
most up-to-date data available at the time of publication. Changes in the corporate
limits may have occurred since this map was published. Map users should
consult the appropriate community official or websito to vorify current conditions of
jurisdlc0onel boundares and base map features. This map may contain roads that were
at considered in the hydraulic analysis of streams where no new hydraulic model was
created during the production of this statewide format FIRM.
This map reflects more detailed and up-to-date Etresm channel configurations than
those shown an the previous FIRM for this jurisdiction. The Boodplains and floodways
that were transferred from the previous FIRM may have been adjusted to conform to
these new stream channel configurations. As a result, the Flood Profiles and Floodwey
Data tables in the Flood Insurance Study report (which contains authoritative hydraulic
data) may reflect stream channel distances that differ from what is shown on this map.
Please refer to the separately primed Bap Index for an overview map of the county
showing the layout of map panels, c0mmunhy map repository addresses, and a Listing of
Communities table containing National Rood Insurance Program dates for each community
as well as a listing of the panels an which each community is located.
If you have questions about this nap, or questions concerning the National Flood
Insurance Program in general. please call1•177.FEBA NAP 6-677-336-2627) or visit the
FEMA website at www.fema.gov.
An accompanying Flood Insurance Study report. Letter of Map Revision ILOMR) or Letter
of Map Amendment (LOMA) revising portions of this panel. end digital versions of this
FIRM may be available. Visit the North Carolina Floodplain Yapping Program webs'ne
at www,ncfloodmaps.com, or contact the FENA Nap Bsrvlce Canter at 1-800058-9616
for information on all related products associated with this FIRM. The FEMA Map Service
Center may also be reached by Fax at 14300-358-9620 and its we site et www.mac.terrla.gov.
REPOSITORY
Refer. Wino of Mao Repositories nEMap Index or vish wmv.nefloadmaps.com.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
MAY 2.2008
EFFECTME DATE(510F REMSIOta51 TO THIS PANEL
For common map revision history odor to stamwi80 mapping. refer m the Community Map
History tale ore eel In the Flood Inwrance Study report (or this jurisd)0in.
To determine If Rood insurance Is available In this community, m.ct your Insurance agent, the
North Carolina Ohieln of Emergency Management or the National Flood Insurance Program attire
following phone numbers or w bsites:
NC Division of Emergency Management National Flood Insurance Program
(919)T5-8000 www.nccnmecontr0.arg/nfip 1-800-630-0620 ww.v.fema.yvhfip
NFI(P
0 CC
laer
Dral
1a ]
Om
tram,
PANEL 1714J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 1714
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT/
COWAN&:
COMMUNITY
RALEIGH. CITY CO
en
CID No. PANR SUFFIX
m. N80 00.580 t fiNv., s=wu a woe
e 6c u..m v. 0mv,.n,0 50 alro'u 8,t3e wq¢1
EFFECTIVE DATE
MAY 2, 2006
MAP NUMBER
37201714001
State of North Carolina
Federal Emergency Management Agency)

APPENDIX C – HISTORICAL INFORMATION and CRITICAL
HABITATS

Town of Cary, Johnston County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA,
USGS
NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICE
Office of Archives and History
Department of Cultural Resources
NATIONAL REGISTER OF HISTORIC PLACES
Raleigh Bonded Warehouse
Raleigh,Wake County,WA2675,Listed 8/24/2006
Nomination by M.Ruth Little
Photographs by M. Ruth Little,May 2006
Overall view –weigh station on left
Rear view from railroad right-of-way
NPS Form 10-900 OMB No.1024-0018
(Rev.10-90)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
REGISTRATION FORM
This form is for use in nominating or requesting determinations for individual properties and districts.See instructions in How to Complete the National
Register of Historic Places Registration Form (National Register Bulletin 16A).Complete each item by marking "x"in the appropriate box or by entering
the information requested.If any item does not apply to the property being documented,enter "N/A"for "not applicable."For functions,architectural
classification,materials,and areas of significance,enter only categories and subcategories from the instructions.Place additional entries and narrative
items on continuation sheets (NPS Form 10-900a).Use a typewriter,word processor,or computer,to complete all items.
_________________________________________________________________________________________________
1.Name of property________________________________________________________________________________
historic name ____Raleigh Bonded Warehouse _________________________________
other names/site number ________________________________________________
_________________________________________________________________________________________________
2.Location_______________________________________________________________________________________
street & number _1505 Capital Boulevard__ ________________________________ not for publication N/A_
city or town ___Raleigh_______________________________________________________ vicinity N/A_
state _North Carolina____________ code _NC_ county Wake___ code _183 zip code _27603________
_________________________________________________________________________________________________
3.State/Federal Agency Certification_________________________________________________________________
As the designated authority under the National Historic Preservation Act of 1986, as amended, I hereby certify that this _X__ nomination
____ request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic
Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property
__X__ meets ____ does not meet the National Register Criteria. I recommend that this property be considered significant
___ nationally ___ statewide _X_ locally. ( ___ See continuation sheet for additional comments.)
________________________________________________ _______________________
Signature of certifying official Date
_North Carolina Department of Cultural Resources __________________________________________________
State or Federal agency and bureau
In my opinion, the property ____ meets ____ does not meet the National Register criteria. ( ___ See continuation sheet for additional
comments.)
________________________________________________ _______________________
Signature of commenting or other official Date
________________________________________________________________________
State or Federal agency and bureau
_________________________________________________________________________________________________________________________
4.National Park Service Certification_________________________________________________________________
I,hereby certify that this property is:Signature of the Keeper Date of Action
____entered in the National Register ___________________________________________________________________________
___See continuation sheet.
____ determined eligible for the ___________________________________________________________________________
National Register
___See continuation sheet.
____determined not eligible for the ___________________________________________________________________________
National Register
____removed from the National Register ___________________________________________________________________________
____other (explain):____________________________________________________________________________________________
__________________________________
__________________________________
Raleigh Bonded Warehouse_____Wake County, N.C.____________________
Name of Property County and State
_________________________________________________________________________________________________________________________
5.Classification___________________________________________________________________________________
Ownership of Property Category of Property Number of Resources within Property
(Check as many boxes as apply)(Check only one box)(Do not include previously listed resources in the count)
_X_private _X_building(s)Contributing Noncontributing
___public-local ___district ____4_________2_______buildings
___public-State ___site ____0_________0_______sites
___public-Federal ___structure ____0_________0_______structures
___object ____1_________0_______objects
____5________2______Total
Name of related multiple property listing Number of contributing resources previously
(Enter "N/A"if property is not part of a multiple property listing.)listed in the National Register
___________________________________________-0-______________________
________________________________________________________________________________________________
6.Function or Use________________________________________________________________________________
Historic Functions
(Enter categories from instructions)
Cat: __Commerce/Trade ___________ Sub: __warehouse_________________
__Commerce/Trade___________ ___office______________________
__Commerce/Trade___________ ___specialty store_______________
____________________________ ____________________________
Current Functions
(Enter categories from instructions)
Cat: __Commerce/Trade ___________ Sub: __warehouse_________________
__Vacant/Not in Use______ _________________________
_______Commerce/Trade_____ ______specialty store____________
____________________________ ___________________________
_________________________________________________________________________________________________
7.Description_____________________________________________________________________________________
Architectural Classification (Enter categories from instructions)
___No Style______________________________________
_________________________________________
_________________________________________
Materials (Enter categories from instructions)
foundation _concrete_________________________
roof _____Other: tar and gravel________________
walls _____concrete_________________________
_____brick____________________________
other ____plywood__________________________
____metal____________________________
Narrative Description
(Describe the historic and current condition of the property on one or more continuation sheets.)
Raleigh Bonded Warehouse_____Wake County, N.C.____________________
Name of Property County and State
_________________________________________________________________________________________________
8.Statement of Significance_________________________________________________________________________
Applicable National Register Criteria
(Mark "x"in one or more boxes for the criteria qualifying the property
for National Register listing)
__X_A Property is associated with events that have
made a significant contribution to the broad patterns of
our history.
____B Property is associated with the lives of
persons significant in our past.
__X_C Property embodies the distinctive
characteristics of a type,period,or method of
construction or represents the work of a master,or
possesses high artistic values,or represents a
significant and distinguishable entity whose components
lack individual distinction.
____D Property has yielded,or is likely to yield
information important in prehistory or history.
Criteria Considerations
(Mark "X"in all the boxes that apply.)
____A owned by a religious institution or used for
religious purposes.
____B removed from its original location.
____C a birthplace or a grave.
____D a cemetery.
____E a reconstructed building,object,or structure.
____F a commemorative property.
____G less than 50 years of age or achieved
significance within the past 50 years.
Areas of Significance
(Enter categories from instructions)
___Commerce _____________________________
___Architecture/Engineering___________________
__________________________________________
__________________________________________
__________________________________________
__________________________________________
__________________________________________
__________________________________________
Period of Significance
__ca. 1923-1956_________
__________________________
__________________________
Significant Dates
_ca. 1923___________________
_ca. 1949___________________
__________________________
Significant Person
(Complete if Criterion B is marked above)
__N/A_________________________
Cultural Affiliation
__N/A___________________________
________________________________
________________________________
Architect/Builder
__Unknown______________ ________
_________________________
_____________________ ____
Narrative Statement of Significance
(Explain the significance of the property on one or more continuation sheets.)
_________________________________________________________________________________________________
9.Major Bibliographical References__________________________________________________________________
Bibliography
(Cite the books,articles,and other sources used in preparing this form on one or more continuation sheets.)
Previous documentation on file (NPS)
___preliminary determination of individual listing (36 CFR 67)has been requested.
___previously listed in the National Register
___previously determined eligible by the National Register
___designated a National Historic Landmark
___recorded by Historic American Buildings Survey #__________
___recorded by Historic American Engineering Record #__________
Primary Location of Additional Data
_X_State Historic Preservation Office
___Other State agency
___Federal agency
___Local government
___University
___Other
Name of repository: ___________________________________
Raleigh Bonded Warehouse_____Wake County, N.C.____________________
Name of Property County and State
_________________________________________________________________________________________________
10.Geographical Data______________________________________________________________________________
Acreage of Property __15.67 acres_______________
UTM References (Place additional UTM references on a continuation sheet)
Zone Easting Northing Zone Easting Northing
1 17_ _713940 3964605 3 17 714500 3964690
2 17 714410_3963840 4 17 714000 3964475
___See continuation sheet.
Verbal Boundar y Description
(Describe the boundaries of the property on a continuation sheet.)
Boundary Justification
(Explain why the boundaries were selected on a continuation sheet.)
_________________________________________________________________________________________________
11. Form Prepared By______________________________________________________________________________
name/title___M. Ruth Little________________________________________________________________________
organization__Longleaf Historic Resources_________________ date__August 2005____________________
street & number__2709 Bedford Ave._________________ telephone__919-836-1885_________________
city or town___Raleigh__________________________ state_NC__ zip code _27607__________
_________________________________________________________________________________________________
12. Additional Documentation_______________________________________________________________________
Submit the following items with the completed form:
Continuation Sheets
Maps
A USGS map (7.5 or 15 minute series)indicating the property's location.
A sketch map for historic districts and properties having large acreage or numerous resources.
Photographs
Representative black and white photographs of the property.
Additional items (Check with the SHPO or FPO for any additional items)
_________________________________________________________________________________________________
Property Owner __________________________________________________________________________________
(Complete this item at the request of the SHPO or FPO.)
name ____________________________________________________________
street &number___________________________________telephone_________________
city or town____________________________________state_____zip code __________
_________________________________________________________________________________________________
Paperwork Reduction Act Statement:This information is being collected for applications to the National Register of Historic Places to nominate
properties for listing or determine eligibility for listing,to list properties,and to amend existing listings.Response to this request is required to obtain a
benefit in accordance with the National Historic Preservation Act,as amended (16 U.S.C.470 et seq.).
Estimated Burden Statement:Public reporting burden for this form is estimated to average 18.1 hours per response including the time for reviewing
instructions, gathering and maintaining data, and completing and reviewing the form. Direct comments regarding this burden estimate or any aspect of
this form to the Chief, Administrative Services Division, National Park Service, P.0. Box 37127, Washington, DC 20013-7127; and the Office of
Management and Budget, Paperwork Reductions Project (1024-0018), Washington, DC 20503.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 7 Page 1
Raleigh Bonded Warehouse
Wake County,North Carolina
Section 7:Description
The Raleigh Bonded Warehouse complex occupies a narrow,rectangular 15.67-acre parcel at 1505 Capital
Boulevard,bounded on the south by Capital Boulevard and on the north by the Norfolk Southern Railway
tracks.The parcel is oriented northwest to southeast,but north and south compass points will be used for the
sake of simplicity.The parcel slopes south to Pigeon House branch,a creek that flows along a rocky bed.(The
branch parallels Capital Boulevard,flowing along its south side until a culvert channels it under the road to flow
along the north side at the east end of the parcel.)A dirt driveway and parking area extends between Capital
Boulevard and the warehouses.The complex is located in the Georgetown section of Raleigh,approximately
one mile from downtown Raleigh.To the north,on a plateau above the railroad tracks,is the residential
neighborhood of Georgetown.Across the boulevard to the south are more Norfolk Southern Railway tracks and
the Mordecai neighborhood.The warehouse complex is the oldest of a row of light industrial buildings that
front Capital Boulevard and back up to the tracks of the Seaboard Air Line and Norfolk Southern railroads.
The complex contains six buildings:(1)the original ca.1923 Raleigh Bonded Warehouse;(2)ca.1923 Office,
expanded ca.1949;(3)Packing Building,ca.1949;(4)Weigh Station,ca.1949;(5)Warehouse 14-19,ca.1949;
and (6)Warehouse 20-21,ca.1953.The ca.1923 warehouse is parallel to and approximately 400 feet south of
the edge of the Norfolk Southern Railway tracks.This warehouse,which faces south to Capital Boulevard,
contains twelve compartments,each 66 feet wide and 140 deep.These are stacked in two stories,with the odd-
numbered units accessed from the south side and the upper,even-numbered units accessed from the north side,
where the grade is higher,so that the building essentially is banked.At the west end is compartment 13,a 1930s
addition.The office is located in front of the warehouse.The packing building and weigh station building are
located east of the warehouse.These four buildings retain integrity from the period of historical significance,
which extends to 1955.Two additional warehouse buildings are aligned on axis with the original warehouse on
its west side.Warehouse 14-19 is spaced about 50 feet to the west.Warehouse 20-21 is located west of it.The
spaces between the warehouses were designed to be infilled with additional warehouse compartments,but they
remain open.These later warehouses are noncontributing because they were extensively altered after 1955 to
serve a variety of wholesale businesses.
A concrete loading dock extends the length of the three warehouses along the south front.In the 100-foot
opening between the second and third warehouse, a concrete ramp leads up to the parking area between the
buildings.The loading dock has a metal canopy sheltering most of the façade of the 1923 warehouse. The rest of
the dock is uncovered with the exception of an identical canopy sheltering Compartment No. 18. A railroad spur
that extended from east to west along the front of the warehouses as far as Unit No. 17 has been removed. A
concrete loading dock extends along the rear of the 1923 warehouse, covered by a canopy identical to the front
one. A series of fire hydrants spaced along the warehouse row, located at the front and rear of the 1923
warehouse and along the front of the later two warehouses,provides water to the sprinkler systems inside the
warehouses.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 7 Page 2
Raleigh Bonded Warehouse
Wake County,North Carolina
C 1.Raleigh Bonded Warehouse.Ca.1923.
The two-story rectangular warehouse,measuring 400 feet in length and 140 feet in depth,is constructed of
reinforced concrete walls with a heavy timber interior framework supporting a low gabled roof.The impressions
of the horizontal boards that formed the wall molds are visible on the concrete walls,imprinting the texture of
wood boards into the otherwise smooth surfaces.The lower story,accessible from the south front,is divided
into six compartments,numbered 1,3,5,7,9,and 11.Each compartment is 66 feet wide and 140 feet deep.The
upper story,accessible from the rear (north)loading dock,contains six compartments,numbered 2,4,6,8,10,
and 12,of exactly the same size.The warehouse is painted white.
The entrance façade of each compartment contains two wide metal sliding doors,one centered in each half.The
corrugated metal doors are stamped “Almetl Fire Door,Merchant &Evans Co.,Philadelphia,Pa.”Above the
doors are four metal and wire glass windows,each with ten panes of glass.The center six panes of glass open
like an awning window for ventilation.On the taller south façade,an identical row of windows above,which
illuminated the upstairs compartments,have been infilled with masonry.The compartments in the upper level
have the identical configuration as those of the lower level.The rear wall of the lower level compartments,set
beneath the rear loading dock,contains identical doors and windows.The rear wall gives the illusion of being
banked,but is actually fully exposed below the rear loading dock.Concrete piers,abutting a retaining wall,
support the outer edge of the dock.Beneath the dock is a passage entered from the west end of the dock,
allowing access to the doors in the lower level.Between each compartment is a concrete wall that extends into a
parapet wall above the roofline.In the center of the east end wall is a thick projecting buttress.On the exterior,a
pair of recessed gutter downspouts separates each compartment.The metal canopy sheltering the front and rear
elevations was added,apparently in the early 1950s.The front canopy is attached to the warehouse in the middle
of the upper level windows,which probably prompted their infilling with masonry at the time it was added.
The interior of each compartment contains a heavy timber framing system of wooden support posts,wooden
ceiling joists,and wood plank flooring.The joists rest on concrete pilasters that project out from the side
concrete walls.Sixteen wooden posts,set on four-foot centers,span the depth of each compartment.The posts
are square,with chamfered corners and iron caps.The square wood ceiling joists have chamfered corners as
well.The lower level compartments have concrete floors.The upper level compartments have original thick
pine flooring.Some of the interior compartment walls are painted white,while others are exposed concrete.
Each pair of compartments on the lower level has a riser room constructed of brick set against the concrete
separation wall.Accessed from the front by a metal door on strap hinges,the riser room contains pumping
equipment to operate the sprinkler system.The sprinkler pipes extend through each of the sixteen bays of each
compartment.
A concrete loading dock, ramped on the east side,encircles the front, rear and east side of the warehouse. On
the front and rear, it is sheltered by a metal canopy of open metal trusses supported by round metal posts set on
rounded concrete bases. A corrugated metal roof covers the canopy.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 7 Page 3
Raleigh Bonded Warehouse
Wake County,North Carolina
Compartment 13,shown on the 1949 Sanborn map,is believed to have been added in the 1930s,but may date to
the 1940s.Its construction has a temporary,lightweight character unlike the original reinforced concrete
warehouse.The wood frame one-story compartment has a flat roof that is lower than the original warehouse
roof.The walls are covered with 5-V barn tin.In the rear elevation are four multi-pane wooden windows.
Square wooden posts with wood impost blocks and diagonal braces support the wooden ceiling joists.
C 2.Office.Ca.1923,1940s.
The one-story,rectangular masonry building,five bays wide and two bays deep,faces east.It was constructed in
two phases.The west half,of brick construction covered with concrete stucco,is apparently contemporary with
the 1923 warehouse.In the 1940s the addition of the east half doubled the size of the office.This section is
constructed of concrete block,with a brick veneer.The main entrance is a batten door with sidelights,accessed
by a flight of several steps,in the east elevation.Flanking the door are pairs of metal casement windows.On the
south elevation is a large fixed-glass picture window.Architectural evidence indicates that the exterior of the
original office was almost completely remodeled when the east addition was made.The rear west elevation
contains a door (also accessed by a flight of steps),two twelve-pane metal casement windows to the south side,
and a stone chimney to the north.All but one of the windows have a metal shed awning;metal gabled awnings
shelter the doors.The building rests on a full basement that is partially raised on the west side,allowing two
basement entrances.A documentary photograph,ca.1949,as well as the 1949 Sanborn map update,shows the
building in its current appearance.
The interior floor plan reflects the construction of the building in two stages.The west half of the office,which
is the original ca.1923 building,contains a large open north side room with a stone fireplace,vertical beadboard
wainscot,and a molded chair rail.Behind a beadboard partition,a wooden stair descends to the basement.On
the main floor,the south end of this section has two offices,with a concrete vault with a decorative iron door
opening into the middle office.The east half of the office,which is the 1940s addition,contains an entrance
foyer flanked by offices with wooden partitions with glazing in the upper half.The large private office in the
south corner has its own bathroom.Behind this office is a second wooden stair to the basement.The basement,
identified by signs as the “driver’s lounge,”is divided into a dining room,a vending machine room,and a
number of bathrooms and shower rooms.
C 3. Packing Building. Ca. 1949.The rectangular, concrete block packing building, nine bays wide, is covered
by a flat roof. Its principal, west elevation faces the original warehouse. Each bay contains a corrugated metal
door that is similar to those on the warehouse. Flanking each door is a six-pane metal awning window. A
concrete loading dock extends the length of the west elevation, facing the warehouse. The sides of the building
have no openings. At the rear is a shed-roofed frame addition, covered with metal siding.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 7 Page 4
Raleigh Bonded Warehouse
Wake County,North Carolina
This was the crating building.The space is divided into three compartments by interior concrete block walls.
Here employees packed furniture into wooden crates that were then moved to long-term storage in the
warehouse.The building is in place on the 1949 Sanborn map update of Raleigh.
C 4.Weigh Station.Early 1950s.Small (approximately 8 x 10 foot)rectangular concrete block,flat-roofed
building of similar construction and character to the Packing Building.The walls have tile coping.The front
(west)elevation contains a door with a metal awning.The north elevation contains two six-pane metal casement
windows with brick sills.The corners have a decorative quoin treatment created by recessing alternating blocks
at an angle to the wall surface.The building does not appear on the 1949 Sanborn map update of Raleigh.
According to owner Alton B.Smith Jr.it was constructed prior to 1954,when the complex in its present
condition was completed.It is in fair condition with some wall settling.
Photographs of this building taken during the 1990 historic site survey by Helen Ross show that large “Truck
Weighing”signs were painted on two sides of the tiny building.The signs have been painted over in white.An
employee manned the building to weigh the trucks bringing goods to the warehouses for storage.
4a.Weight Platform.Early 1950s.(object)To the north is a buried weight platform on which the trucks would
park to be weighed.The platform is of concrete,with a metal border.
NC-alt.5.Warehouse 14-19.Ca.1949.
Set approximately fifty feet beyond the west wall of the addition to the original warehouse is a second
warehouse,of exactly the same 140 foot depth as the original.It contains six compartments of varying width
totaling 660 feet.The four center compartments have brick firewalls that wrap approximately eight feet around
the front corners and extend up as brick parapet walls above the flat roof.Terra cotta coping tiles cover the
parapets.The east compartment,No.14,and the west compartment,No.19,do not have outer brick fire walls.
According to owner Alton Smith Jr.,these compartments were constructed gradually during the 1940s.They
were apparently complete by 1949.1 The front and rear walls are of concrete block,with brick firewalls between
compartments.Each end wall is of frame construction,covered with metal siding,presumably to allow for the
possibility of future expansion at each end.
The front elevation and interior space of each compartment has been individualized over the years to suit the
needs of each business that has occupied them.Each compartment generally follows a similar interior division
between a small front office and warehouse space to the rear,but two compartments (14 and 16)have been
subdivided into numerous smaller sections for individual businesses.In compartments 18 and 19,the east front
corner is partitioned as an office and a showroom.
1 The pasted update of the Sanborn map of that year shows units 14 -16 in place, and the section of the warehouse beyond No. 16
extends off the map book page and was folded over, however it has been torn off.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 7 Page 5
Raleigh Bonded Warehouse
Wake County,North Carolina
Although built within the period of significance,the warehouse is noncontributing due to extensive alterations
after 1955.A few sections of the front elevation retain exposed concrete block,but most sections have been
covered with plywood siding.A continuous prominent boxed plywood cornice surmounts units 14-17.All units
have replacement plate glass doors and display windows.The reconfiguration of the facades of the
compartments occurred in the 1960s and 1970s as the spaces were rented to business tenants.The warehouse
sections of each unit have freight doors with replacement metal or plastic garage doors on rolling ceiling tracks.
The rear elevation of Warehouse 14-19 is basically unaltered,with wide brick firewalls,concrete block walls,
and some sections covered with metal siding.Twelve-pane metal windows with central awning sections that
open for ventilation illuminate the upper wall area.In the center of the lower wall area of each compartment is a
door.
NC-alt. 6. Warehouse 20-21. Early 1950s The third and last warehouse constructed in the row contains two
compartments, numbers 20 and 21. The same 140-foot depth as the other warehouses, the building is 190 feet
wide. Compartment 20 is divided into 20a and 20b. Compartment 21 is undivided. This warehouse is of
identical construction to Warehouse 14-19, and was apparently constructed gradually like the second warehouse.
An identical brick firewall with angled corners and terra cotta coping is set between the two compartments. The
front and rear walls are of concrete block. The unaltered rear elevation contains corrugated metal doors in the
lower wall and eight-pane metal windows with central awning sections that open for ventilation. Like the
second warehouse, the front of this warehouse has been modernized by the addition of a frame boxed cornice
and the addition of various metal and plate glass windows and doors. Compartment 20 has a timber frame, while
No. 21 has a steel frame. Although built within the period of significance, the warehouse is noncontributing due
to extensive alteration of the façade and interior spaces after 1955.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 6
Raleigh Bonded Warehouse
Wake County,North Carolina
Section 8:Statement of Significance
The Raleigh Bonded Warehouse,a complex of three warehouses,an office,a packing building and a weigh
station and scale,developed from ca.1923 to the early 1950s at 1505 Capital Boulevard,a light industrial area
along the Norfolk Southern Railway tracks about one mile north of downtown Raleigh.The first warehouse,
built about 1923 by N.E.Edgerton as a cotton warehouse,is a massive,140 x 400 foot two-story reinforced
concrete building with six storage compartments facing to the south and six in an upper story facing to the
north.Its utilitarian architecture admits no decorative features,but the sturdy concrete walls,textured by the
imprint of the planked forms,and the heavy timber interior support posts and ceiling joists have inspired
generations of customers to entrust their goods to the warehouse.A prominent system of sprinkler pipes and the
original metal doors attest to the building’s fireproof nature.The original stuccoed office building,doubled in
size in the 1940s,stands in front of the warehouse.The concrete block packing building,ca.1949,and tiny
weigh station with adjacent scale,early 1950s,are next to the warehouse.Soon after construction Edgerton
expanded into the moving and storage business of general household and business goods.In the late 1940s and
early 1950s he added two additional concrete block warehouses.
The Raleigh Bonded Warehouse complex meets National Register Criteria A for commerce and C for
architecture and engineering.The two-story building,over 112,000 square foot in size,with reinforced concrete
walls and heavy timber framing,is one of the earliest,largest,and best-preserved commercial warehouses in
Raleigh.In its use of reinforced concrete construction,the warehouse exemplifies the innovations in structural
engineering in factory and warehouse design that transformed industrial construction during the early twentieth
century.The warehouse,with annexes constructed in the 1940s and early 1950s,served as one of the primary
repositories of durable goods in Raleigh throughout the remainder of the twentieth century.Because its
commercial significance is not exceptional within the past fifty years,the period of significance for the complex
ends in 1956.
Historical Background and Commerce Context
In the late nineteenth and early twentieth centuries,Raleigh (at the eastern edge of the piedmont,the heart of
North Carolina’s textile manufacturing)was not a major textile mill center like cities to the west such as
Greensboro,Winston-Salem,and Charlotte,despite the capital city’s location.There were about a half-dozen
textile mills in Raleigh,including the Raleigh Cotton Mill,614 Capital Boulevard,owned by R.S.Pullen,and
Pilot Mill,both located north of the city along the railroad tracks.Since Raleigh was situated between the textile
manufacturing area and eastern counties where much of the cotton was grown,it attempted to develop itself as a
cotton market.The city cotton buying platform,where farmers sold their baled cotton to industrial buyers,stood
in the 1920s on East Cabarrus Street.Cotton was shipped to Raleigh from the cotton belt in eastern North
Carolina,stored in the Raleigh Bonded Warehouse,then transferred to various textile mills in the region.
In 1920, the Raleigh Chamber of Commerce proposed the construction of a large cotton storage warehouse to
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 7
Raleigh Bonded Warehouse
Wake County,North Carolina
offer a market for the cotton of Eastern Carolina farmers and the textile mills of the North Carolina piedmont
section.2 That same year N.E.Edgerton of Raleigh purchased an approximately forty-acre tract along the tracks
of the Norfolk Southern Railway and the Seaboard Air Line Railway a short distance from the Raleigh Cotton
Mill and Pilot Mill (Wake DB 358,30).The long rectangular tract was described as being the same tract
conveyed to State Packing Company in 1917 (Wake DB 316,page 591).On a map of “Georgetown”(Wake
County Book of Maps 1911,page 126),Edgerton’s new acreage was tracts No.9 and No.12.Georgetown,a
residential subdivision located off Whitaker Mill Road,consists of the streets of Georgetown,Pershing,Carson,
and others.
Edgerton built exactly what the Chamber of Commerce envisioned—a big cotton warehouse (Figure 1).The
Raleigh Bonded Warehouse opened for business in 1923.Norman Edward Edgerton (1898-1995),known as “N.
E.”Edgerton,was the son of Noah Edgerton.N.E.grew up in Selma,N.C.,where his father owned a cotton
mill.He remained president of the business until his death at the age of ninety-six in 1995.Records of the
construction and early operation of the Raleigh Bonded Warehouse have not been located.A fire at the office in
the 1960s apparently destroyed most of the business records.3
N.E.Edgerton,a 1921 graduate of Duke University,was a prominent member of Raleigh’s business,civic,and
social scene.His mother was a niece of R.S.Pullen,one of Raleigh’s most prominent late nineteenth-century
industrialists and philanthropists.Edgerton served as president of the Raleigh Chamber of Commerce,Kiwanis
Club,Shrine Club,and the YMCA.He and his mother donated the site for the New Life Camp of the YMCA
and YWCA,in northern Wake County.He was a life-long member of the Carolina Country Club and of the
Edenton Street United Methodist Church.In 1935 he and his wife Mishew constructed a mansion on Oberlin
Road in Raleigh,designed by Virginia architect Lawrence Bottomly.Tatton Hall,as the Georgian-style
residence was known,was the scene of many elegant gatherings.4
Historically, a bonded warehouse was a building in which goods liable for duty taxes were stored until the duty
had been paid. Such warehouses were established by the government or by private enterprise, often at ports
adjacent to customs houses. The warehouse owner gave security by bond to the tax officials, and thus was said
to be “bonded.”5 Commercial warehouses functioned for temporary storage of goods along rail lines, highways,
and ports and waterways, usually at transfer points where goods were being transferred from one mode of
transport to another. In North Carolina, the two cities of Charlotte and Greensboro were important distribution
centers in the early twentieth century and contained large numbers of warehouses. Raleigh, further east, handled
fewer goods. In 1920 there were three commercial warehouses in Raleigh.6
2 “Chamber Wants To Promote Big Cotton Warehouse,”The Raleigh Times,Oct.28,1920.
3 Alton B.Smith Jr.interview with the author,June 21,2005.
4 “Raleigh ‘gentleman’dies at 96,”The News &Observer,Raleigh,March 8,1995.
5 “Bonded Warehouse.”LoveToKnow 1911 Online Encyclopedia.2003.
6 “Raleigh Has Licensed 907 Enterprises,”The Raleigh Times,Oct. 28, 1920.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 8
Raleigh Bonded Warehouse
Wake County,North Carolina
In Charlotte,North Carolina,a major distribution center since the early twentieth century,there were eight storage
warehouses and eleven transfer and moving companies by the late 1920s.Some storage companies offered only
warehousing,while some transfer companies offered only shipping services.A few offered both services,such as
the Union Storage and Warehouse Company,which offered storage and moving services for residential
customers,merchandise storage for businesses,and general warehousing for manufacturers in the building they
constructed in 1927 at 1000 West Morehead Street.It was one of the earliest warehouses built along Charlotte’s
emerging industrial corridors.The building is constructed entirely of reinforced concrete,with concrete flooring
and piers and brick curtain walls.From the beginning the company was an agent for the Aero-Mayflower Transit
Company.Portions of the building were also leased out to manufacturers’agents for products such as chemicals,
electrical appliances,and dry goods.7
In Raleigh,in the early 1920s,Edgerton’s selection of reinforced concrete for the walls of his 112,000-square-
foot warehouse reflected his desire for a sturdy,fireproof,and economical building.The main railroad lines are
to the rear,with a spur line that extended along the front (east)side of the warehouse until recent years.The
primary commodity stored for many years was cotton.In 1928 Edgerton incorporated the Edgerton Cotton
Company to buy cotton directly.Jesse Davis,who later served as general manager of the bonded warehouse,
was secretary,and experienced cotton man F.T.Johnson was the buyer.8 It is not known how long this company
lasted.The cotton market suffered in the late 1920s as the boll weevil and then the Depression weakened the
textile industry.Raleigh Bonded Warehouse may have been a diversified storage facility from its construction.
A pictorial advertisement for the business in the 1926 city directory illustrates a truck,its side labeled “Raleigh
Bonded Warehouse Inc.,Moving,Storage,Crating”9 (Fig.2).Edgerton’s fleet of trucks moved and stored
household and business goods and other commodities.Present owner Alton Smith Jr.notes that the company
always handled commodities storage,such as furniture and appliances.One important source of business was
the temporary storage of goods in private estates,prior to disposition to the heirs.The first-story compartments
were used for cotton,and furniture and other goods in the upper story.As late as 1982,however,a small amount
of cotton was still stored in the warehouse complex,but moving and storage of durable goods constituted the
primary activity of the company from the 1930s to the 1990s.
By 1940 the Raleigh Bonded Warehouse had become the exclusive local agent of Aero Mayflower Transit
Company for long-distance moving. This relationship lasted until about 1960. In the 1960s Raleigh Bonded
Warehouse was the agent of Allied Van Lines, and later of Bekins Van Lines.10 One important segment of
Raleigh Bonded Warehouse’s business was moving and storage for military families at North Carolina military
bases such as Fort Bragg and Camp Lejeune. Families were often shipped overseas for extended military duty,
and their household goods were crated and stored at the Raleigh Bonded Warehouse for the duration of their
7 Mattson and Alexander,(Former)Union Storage and Warehouse Company Building National Register Nomination,2001.
8 “New Cotton Firm Chartered Here,”The News &Observer,Raleigh,Oct.7,1928.
9 Raleigh City Directory,1926.Advertisement on front inside cover.
10 Alton B. Smith, Jr., interview with the author, June 21, 2005; Raleigh city directories.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 9
Raleigh Bonded Warehouse
Wake County,North Carolina
absence.Perhaps the most unusual items ever stored in the warehouse were pieces of the Berlin Wall after it
came down in 1990.11
The Sanborn Map of 1949,documentary photos that predate 1953,and city directories provide a general
chronology of the expansion of the complex into the six buildings that stand today.An additional source for
building dates is the recollection of present owner Alton Smith Jr.,who says that the complex reached its present
size by 1954.The 1949 update of the Raleigh Sanborn map shows the complex in its present form,except for the
Weigh Station and the two warehouse annexes that had not yet been built.A portion of Units 14-19 are included,
but the rest of the complex,depicted on a fold-over,has been torn out.An aerial photograph and an overall view
of the complex from the ground,taken by Raleigh photographer Albert Barden,who died in 1953,show all six
buildings (Fig.1 and 3).Thus the complex existed as it stands today by 1953.
A sampling of the directory listings for the Raleigh Bonded Warehouse from 1930 to the present gives general
dates for the construction of the two additional warehouses.City directory listings document the expansion of the
complex to three warehouses between 1948 and 1953.12 Until 1948 the listings in the street section of the
directories indicate that only the original warehouse and the office existed.In 1949 the number of businesses at
the site expand to include five additional businesses:Pure Oil Company,Central Sash &Door Company,Inc.,
Pearce Sales Company (manufacturers agents);Highway and Industrial Equipment Company;and Thomas A.
Lynn Company,Inc.(refactories).These five businesses correspond roughly to the five units in Building No.5,
indicating construction of this building about 1949.However,the outer units,no.14 and no.19,may have been
added somewhat later.In 1950 Pearce Sales Company and Highway &Industrial Equipment Company were no
longer listed.The Central Sash &Door Company remained in the complex until 1957,Thomas A.Lynn
Company remained until 1961.
By 1953 two new businesses, Minneapolis-Moline Company (agricultural implements) and Dillard Paper
Company, were listed. Dillard Paper remained a tenant until 1961; Minneapolis-Moline Company until 1957. In
1955 the U. S. Plywood Corporation (wholesale) appeared as a tenant.Beginning in 1959 the directory
distinguished between 1505 and 1537 Downtown Boulevard. At 1505 (presumably Building No. 1) were the
Raleigh Bonded Warehouse, Dillard Paper Company, and Aero-Mayflower Transit Company. At 1537
(presumably Buildings No. 5 and 6) were the Thomas A. Lynn Company, Raleigh Roofing Company, Household
Distributors (wholesale floor coverings), Glenwood Hardware & Supply Company, Southern Roofing & Metals
Company Inc., and the U. S. Plywood Corporation. Currently the entire complex is listed as 1505 Capital
11 Alton Smith Jr.interview.
12 In order to track the company in the directories, it is necessary to understand the changes in name of the adjacent road. Originally
known as Louisburg Road, it became Wake Forest Road by 1941. In 1959 the name of the road changed to Downtown Boulevard,
and two numbers are listed at the site—1505 and 1537.In the 1990s it was renamed Capital Boulevard, but retained the 1505
number. Until the mid-1960s, the occupants are listed from east to west. By the mid-1960s the listings switch to a west-to-east order,
with the businesses in Building 6 listed first, then Building 5, then Building 1, the original warehouse. The ascending order from
west to east is logical because street addresses increase from the center of town going toward the outskirts.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 10
Raleigh Bonded Warehouse
Wake County,North Carolina
Boulevard.
During the 1960s Raleigh Bonded Warehouse switched to Allied Van Lines as their trucking fleet.The businesses
occupying the two newer warehouses continued to be wholesale building supply and light industrial companies.
In the late 1960s the tenants in Buildings 5 and 6 changed from light industrial and wholesale building supply
companies to retail stores selling building products,furniture,and plants.In 1969 Plastics and Fiber Glass
Products Company moved into Building No.5.They occupy Unit no.19 at present,presumably the same unit that
they have occupied since 1969.Also in 1969,the Giant Decorator Store,which sold carpet,wallpaper,electrical
fixtures and other interior building products,moved into Building No.6 and remained there until at least 1980.
Businesses such as Metrolease Furniture Sales Outlet,Flower Mart Inc.,Hampton Kitchens of Raleigh Inc.,and
Shepherd Electric Supply Company occupied the complex in 1980.
Raleigh Bonded president Alton Smith Jr.describes the heyday of the company from the 1940s to 1979 as the
“Golden Days.”During these years the site bustled with teams of traveling truckers who moved back and forth
across the country transporting domestic households as well as business goods.There were numerous husband
and wife teams.The complex functioned as an early version of the truck stops now located on the nation’s
interstate highways.The basement of the office was outfitted as a truckers’lounge,including a dining room with
televisions,a snack bar,showers and bathrooms.Every few years during the 1940s and early 1950s another
compartment was constructed.Building 5,containing compartments 14 to 19,was constructed gradually in the
late 1940s;Building 6,containing compartments 20-21,was built in the early 1950s.No further construction
took place after 1953.13 The erection of the metal canopy over the loading docks along the front and rear of the
1923 warehouse,as well as in front of Unit no.18 in Building 5,probably was in response to the need to protect
furniture and other perishable goods from the rain.The dock covers appear in the earliest known photographs of
the complex,from the late 1940s or early 1950s.
Systemic and regulatory changes in the shipping industry in the 1960s and 1970s altered the economic climate for
moving and storage companies such as the Raleigh Bonded Warehouse. Storage of bulk commodities in bonded
warehouses became obsolete by the mid-1960s due to the introduction of Malcolm McLean’s integrated
transportation system, known as containerization. Cargo is loaded into a large metal container that is sealed, then
loaded onto a truck or train for distribution to the shipping terminal. The cargo is handled only at the source and
at the destination, with no need for temporary storage in between.14 In 1979 government deregulation of the
trucking industry resulted in a major change in the culture of the moving and storage industry. Companies
consolidated, small trucking teams were forced out, costs increased, and the business became super-
competitive.15
13Aerial Photo of the Raleigh Bonded Warehouse complex,Barden Collection,N.C.State Archives.Albert Barden died in 1953,thus
the undated photograph predates his death;Alton B.Smith,Jr.,interview with the author,June 21,2005.
14 Port of Los Angeles Virtual History Tour: Warehouse No. 1, page 2. [www.laporthistory.org]
15 Alton Smith Jr. interview.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 11
Raleigh Bonded Warehouse
Wake County,North Carolina
N.E.Edgerton presided over the changes to his industry throughout his lifetime,remaining the president and
treasurer of the Raleigh Bonded Warehouse until 1995,the year of his death.His wife Mishew was secretary of
the company until she died in 1985.Their grandson Alton B.Smith Jr.began working with his grandparents at
the Raleigh Bonded Warehouse about 1982.By 1990 he had become the secretary of the company.Following Mr.
Edgerton’s death,he became the president,and has managed the business since that time.16
In 1990 the complex was still fully occupied by wholesale and retail businesses,including a tile distributorship,
Hampton Kitchens sales office,Shepherd Electric Supply Company,Parrish Tire Company,Mel Davis &
Associates,Inc.(office supplies),and Storr Office Environment Inc.warehouse of office equipment.By 2005
only a few tenants remained in the buildings.Raleigh Bonded Warehouse continues to utilize Building No.1 and
operates a Data Storage Company in Unit 15.However the company has shifted into logistics and data
management,and has moved its main operations to a new facility in the nearby town of Morrisville.The only
other active business is Plastics &Fiberglass,which still occupies Unit 19.The complex has recently been sold to
a company that plans to re-utilize the complex as a mixed use development
Architecture/Engineering Context for Commercial Warehouses:
The Raleigh Bonded Warehouse in Raleigh is eligible under Criterion C for architecture and engineering.The
two-story reinforced concrete building with a heavy timber frame reflects a transitional period in industrial
construction in early-twentieth century Raleigh from load-bearing brick to reinforced concrete.The oldest
known warehouse in Raleigh is the Southern Railway Freight Depot at 327 W.Davie Street,built about 1912.
[Depot Historic District,National Register,2002].The one-story freight depot is constructed of a heavy timber
frame and load-bearing brick walls.It contains a front office area with segmental-arched windows with granite
trim,brick pilasters,and arched entrance with fanlight and sidelights.The rear of the building is a warehouse
area containing fifteen bays,each with arched double wooden doors.A shallow gable roof covers the entire
building.A row of small wood casement windows on all four elevations illuminates the upper area of the
building.A shed roof on wooden brackets shelters a platform along the west elevation,with a loading platform
with flat-roofed canopy along the south side.A rail spur extends along the east elevation.It was built and
occupied by Southern Railway and is now owned by Norfolk Southern Railway.A 1920s documentary photo
shows carts with bales of cotton being unloaded into the warehouse for shipment on the railroad.In plan the
warehouse section of the freight depot is quite similar to the ca.1923 Raleigh Bonded Warehouse,but its
construction continues nineteenth-century industrial tradition.The fanlighted entrance and arched windows with
granite trim of the front office area makes a dignified architectural statement for the Southern Railway.
Another early-twentieth century Raleigh warehouse is the Cotton Oil &Fertilizer Company Warehouse at 310-
314 S.Harrington Street [Depot Historic District].Built about 1914,the one-story gabled building has the same
16 Alton Smith Jr. interview.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 8 Page 12
Raleigh Bonded Warehouse
Wake County,North Carolina
load-bearing brick walls and heavy timber frame as the Southern Railway Freight Depot.Unlike the depot,this
warehouse has been heavily altered by the infilling of its original arched windows and the addition of later
windows and garage doors.
The ca.1923 Raleigh Cotton Warehouse is the third oldest warehouse known in Raleigh and the earliest known
example of reinforced concrete construction in the city.Reinforced concrete construction began to be used in
construction in the early twentieth century,generally in industrial applications such as highway bridges.The first
unadorned concrete and steel building that was acknowledged to be good architecture was the A.E.G.Turbine
Factory in Berlin,by architect Peter Behrens,in 1909-1910.17 Reinforced concrete architecture became important
in the development of modern American architecture in the 1920s.
The 1927 Union Storage and Warehouse Company in Charlotte [NR 2001]is the same type of moving and
storage company as the Raleigh Bonded Warehouse company,however their two buildings have very different
architecture and engineering.The Union building has a framework of reinforced concrete flooring and piers that
exemplifies the most up-to-date innovations in concrete engineering.The upper floor is supported by a series of
mushroom columns,with flared capitals that press against the concrete slab floor.The mushroom column
eliminated the need for ceiling joists.The concrete floor was held in place by its steel reinforcing.C.A.P.
Turner,a Minneapolis engineer,developed this innovative framing technique in 1907 and 1908.It transformed
industrial construction in the early twentieth century,and was disseminated nationwide by the 1920s.18 The Union
building had not only more sophisticated engineering,but aspired to be architecture as well.The brick veneer that
covers the exterior of the Union warehouse,as well as its decorative concrete entrance with classical pediment,
make an architectural statement on behalf of the corporate owners.
In comparison to the Union warehouse in Charlotte, the Raleigh Bonded Warehouse, built some five years earlier,
represents a transitional stage of warehouse construction from the old heavy timber construction into reinforced
concrete construction. The unknown contractor who built the Raleigh warehouse may not have been familiar with
the mushroom columns, concrete girders, and concrete slab flooring system. Charlotte was a larger, more
industrial city than Raleigh, and probably had architects and engineers who specialized in industrial construction.
The Raleigh Bonded Warehouse, as the oldest known reinforced concrete building in Raleigh, yet with a timber
frame, exemplifies the transitional period in industrial engineering in Raleigh.
17 Hitchcock,Architecture:Nineteenth and Twentieth Centuries,459.
18 Mattson and Alexander, Union Storage Building National Register nomination, 8.6.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 9 Page 13
Raleigh Bonded Warehouse
Wake County,North Carolina
Section 9:Bibliography
Bishir,Catherine and Southern,Michael.A Guide to The Historic Architecture of Piedmont North Carolina.
Chapel Hill:University of North Carolina Press,2003.
“Bonded Warehouse.”LoveToKnow 1911 Online Encyclopedia.2003.
Barden,Albert.Documentary aerial and ground photos of Raleigh Bonded Warehouse,pre-1953.Collection of
the N.C.State Archives,Raleigh.
“Chamber Wants To Promote Big Cotton Warehouse,”The Raleigh Times,Oct.28,1920.
Hitchcock,Henry Russell.Architecture:Nineteenth and Twentieth Centuries.Baltimore,Md.:Penguin Books,
Inc.,1971.
Mattson,Richard and Alexander,Frances.Union Storage Building National Register Nomination.N.C.
Historic Preservation Office,2001.
“New Cotton Firm Chartered Here.”The News &Observer,Raleigh.Oct.7,1928.
Raleigh City Directories,1926-1990.N.C.State Library,Raleigh.
“Raleigh ‘gentleman’dies at 96,”The News &Observer,Raleigh.March 8,1995.
Ross,Helen.Raleigh Bonded Warehouse Survey File.Raleigh Comprehensive Architectural Survey,1990.N.
C.Historic Preservation Office.
Sanborn map,Raleigh.1914,updated to 1949.Original copy in the N.C.State Archives,Raleigh.
Smith,Alton B.Jr.Interview with the author.June 21,2005.
Port of Los Angeles Virtual History Tour. www.laporthistory.org.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section 10 Page 14
Raleigh Bonded Warehouse
Wake County,North Carolina
Section 10:Boundaries
Boundary Description:
The 15.67 acre parcel containing the Raleigh Bonded Warehouse complex is shown on the attached GIS map:
Parcel No.1704976210.
Boundary Justification:
The nominated parcel is the entire tract currently associated with the Raleigh Bonded Warehouse.Although
Buildings No. 5 and 6 are warehouses that are noncontributing due to alterations, they are included in the
boundary because they have been important historic components of the Raleigh Bonded Warehouse complex.
They were constructed ca. 1949 and in the early 1950s to expand the complex’s storage and wholesale
distributorship functions. Further, they are linked to the original 1923 building by a continuous loading dock and
have the potential to become contributing through reversal of the unsympathetic changes.
NPS Form 10-900-a OMB No.1024-0018
(8-86)
United States Department of the Interior
National Park Service
NATIONAL REGISTER OF HISTORIC PLACES
CONTINUATION SHEET
Section Photos Page 15
Raleigh Bonded Warehouse
Wake County,North Carolina
Photographs:
The following information pertains to all photographs:
Photographer:M.Ruth Little
Date:June 2005
Location of Negatives:State Historic Preservation Office,Raleigh,North Carolina.
A.Overview of complex from southeast.
B.Building No.1,ca.1923,view from southeast.
C.View of loading dock of Building No.1,from east.
D.Rear view of Building No.1 from east.
E.Rear view of Building No.1 from west.
F.View of Buildings Nos.5 and 6 from southeast.
G.Packing Building from west.
H.Interior of Unit 4 in Building No.1.
7/16/2021
My Map
ArcGIS - My Map
USFWS_Critical_Habitat -
Critical Habitat - Linear
Features - Final
USFWS_Critical_Habitat -
Critical Habitat - Polygon
Features - Final
I cr-icc I ugh
USFWS_Critical_Habitat -
Critical Habitat - Linear
Features- Proposed
USFWS_Critical_Habitat -
Critical Habitat - Polygon
Features - Proposed
C ecar St
Mordecai Park
erry sr
Poplar Spring
Park
tiS
La fay eT to Rd
Harriira Sr
Frank Sr
600ft
Esri, NASA, NGA, USGS, FEMA I Esri Community Maps Contributors, City of Raleigh, Town of Cary, Johnston County, State of North Carolina DOT,
BuildingFootprintUSA, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA I The data found in this file
were developed by the U.S. Fish & Wildlife Service field offices. For more information please refer to the species level metadata found with the individual
shapefiles. The ECOS Joint Development Team is responsible for creating and serving this conglomerate file. No data alterations are made by ECOS.
https://www.arcgis.com/home/webmap/print.html 1/1

APPENDIX D – BUFFER IMPACT EXHIBIT

Temporary Zone 2 Impacts = 10,321 SF
Temporary Zone 1 Impacts = 9,165 SF
Temporary Stream Impacts = 9,220 SF
Zone 2 Permanent Impacts = 128 SF
Temporary Zone 2 Impacts = 1,996 SF
Temporary Zone 1 Impacts = 1,448 SF
230
235
240
245
250
255
260
230
235
240
245
250
255
260
9+5010+0011+0012+0013+00
286.39 LF OF 18"DR 18 C900 PVC @ 3.05%Pr
18" RCP STORM SEWER
FFFFF
CLASS 1 RIP RAP
18" DEEP WITH
FILTER FABRIC
BASE FLOOD ELEV = 253.7
INV OUT: 244.00 (18" NE)
INV IN: 246.49 (18" W)
INV OUT: 233.19 (36" NW)
INV IN: 233.29 (36" SE)
INV IN: 235.25 (18" SW)SSMH 32STA F10+00.00RIM = 246.69SSMH 32ASTA F12+86.39RIM = 250.936' DIA OVER EX MAINEPOXY COATEDF&C S-26EXISTING GRADE
100 YEAR FLOODPLAIN BOUNDARY
D
DLTLTLTLT
LTLTLTLTLTLTLTW / LTW / LTLTRIP-RAPZON
E
1
ZON
E
1
ZONE
1
ZONE 1 ZONE 1
ZONE 1 ZONE 1
ZONE 1
ZON
E
2
ZONE
2
ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE
1
ZONE 1
ZONE
2 ZONE 1ZONE 1
ZONE 1
ZONE 1
ZONE

1
ZONE 2 ZONE 2
ZONE

2SSS S
S
S
INLET
INLET
U
OLD WILLIAMSON ROADCAPITAL BOULEVARD (N
O
R
T
H
B
O
U
N
D
)
CA
P
I
T
A
L

B
L
V
D
EXI
T

R
A
M
P
TO
W
A
D
E

A
V
E
CAPITAL

B
L
V
D

(
S
O
U
T
H
B
O
U
N
D
)
CAPITAL
B
L
V
D

(
N
O
R
T
H
B
O
U
N
D
)
PIGEON

H
O
U
S
E

B
R
A
N
C
HWADE AVENUEUS-1/SR-40
1
US-1/SR-40
1
31
32
32A
F10+00
F11+
0
0
F12+
0
0
F12+
8
6
35
33
36
34
270
S10
+
0
0
S11
+
0
0
S11+09
TOP OF BANK
ZONE 1 RIPARIAN BUFFER
ZONE 2 RIPARIAN BUFFER30'20'TOP OF BANK
18" DIP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
SSMH-1943
RIM ELEV 250.65
INV OUT (E) 246.10
INV IN (NW) 246.20
TO BE ABANDONED
18" DIP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2 & 3
SSMH-1904
RIM ELEV 250.55
INV OUT (E) 245.55
INV IN (W) 245.60
TO BE ABANDONED RIM ELEV 251.97
INV OUT (NE) 241.99
INV IN (S) 242.08
INV IN (SE) INACCESIBLE
INV IN (SW) INACCESIBLE
INV'S TOO FAR RECESSED
SSMH-1902
RIM ELEV 251.75
INV OUT (N) 242.50
INV IN (W) 245.40
INV IN (E) 244.2
INV IN (S) 242.55
TO BE ABANDONED
SEE NOTE 2 & 3
12" VCP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 6
STOT
TOP ELEV=251.80
INV IN (S)=247.5 (+/-)
PIPE NOT VISIBLE
CREEK ℄
ELEV = 237.25
CREEK ℄
ELEV = 237.50
CREEK ℄
UNDER PIPE
ELEV=235.80
SSMH-1901
RIM ELEV 251.65
INV OUT (NE) 241.65
INV IN (S) 241.85
TO BE ABANDONED
SEE NOTE 2 & 3
SSMH-31
RIM ELEV 253.06
INV OUT (S) 242.30
INV IN (W) 242.28
SSMH-1921
RIM ELEV 251.45
INV OUT (W) 246.45
INV IN (E) 247.45
TO BE ABANDONED
SEE NOTE 2 & 3
STOT
TOP ELEV 252.05
PIPES NOT VISIBLE
240
238
238
239
241
242
243
245
244
246
247
248
250
249
251
252
IP
IP252
251
250
252
252
252
245
238
238
239
252
251
252
253
254
255
256
257
255
256
257
SSMH-1910
RIM ELEV 252.00
INV OUT (W) 249.20
INV IN (E) 249.35
TO BE ABANDONED
SEE NOTE 2 & 3
SEE NOTE 7
6" LATERAL
SEE NOTE 4
18" SANITARY SEWER
GREENWAY BOUNDARY
SEE GREENWAY GENERAL NOTES
SSMH-1941
RIM ELEV 250.10
INV OUT (SE) 246.30
INV IN (W) 246.25
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.10
INACCESSIBLE DUE
TO CONSTRUCTION
STCI
RIM ELEV 251.63
INACCESSIBLE DUE
TO CONSTRUCTION
CLASS 1 RIP RAP
18" DEEP WITH
FILTER FABRIC
8" SANITARY SEWER
6" LATERAL
SEE NOTE 4
TO BE ABANDONED
TO BE ABANDONED
SEE NOTE 6
230
235
240
245
250
230
235
240
245
250
9+7510+0011+0011+25
INV OUT: 239.00 (8" NE)
INV OUT: 232.51 (36" NE)
INV IN: 232.71 (36" SE)
INV IN: 235.00 (8" SW)SSMH 270STA S11+09.05RIM = 249.99SSMH 31STA S10+00.00RIM = 251.00109.05 LF OF 8" DR18 RJ C900 PVC @ 3.67%
SSSS
6" LATERAL
EXISTING GRADE
6" LATERAL
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015 MATCH LINE SEE C2.07This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
EBS SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
SIDE SEWER "F" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OF
MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW
MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTO MANHOLE.
5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE CHANNEL TO DIRECT FLOW
TOWARDS NEW SEWER PIPE.
6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
7.DEMOLISH AERIAL SEWER CROSSING FROM EDGE OF EMBANKMENT TO EDGE OF
EMBANKMENT
GREENWAY GENERAL NOTES:
1.THE CONTRACTOR SHALL INSTALL THE PROJECT ADVANCED WARNING SIGNS. THESE
SIGNS SHALL BE IN PLACE FOR 45 DAYS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE
SIGNS SHALL BE REMOVED WITHIN SEVEN DAYS OF CLOSING THE CONSTRUCTION
ENTRANCE.
PLAN AND PROFILE
C2.08
SIDE SEWER "S" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
BRUNSON SCOTT ENTERPRISES, LLC
DB 16789 PG 2238
BM 1958 PG 10
PIN: 1704653450
MILLSTREAM PROPERTIES, LLC
DB 14906 PG 2390
BM 1958 PG 10
PIN: 1704652245
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
Temporary Zone 2 Impacts = 5,531 SF
Temporary Zone 1 Impacts = 10,178 SF
Temporary Stream Impacts = 5,945 SF
Zone 2 Permanent Impacts = 158 SF
Zone 1 Permanent Impacts = 100 SF
EOPEOPEOPEOPW / LTW / LTW / LTW / LTW / LTW / LTZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1C A P I T A L B O U L E V A R D (SOUTHBOUND)WWSSSWHBC A P I T A L B O U L E V A R D (NORTHBOUND)GB-06
GB-07
MW-1
TMW-06
21
19
20
40
I13+32I10+00
I11+00I12+00
I13+0039+0040+0041+008" PVC SANITARY
SEWER
6" SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
8" SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
6" SANITARY SEWER
AERIAL CROSSING
TO BE DEMOLISHED
SEE NOTE 3
CREEK CROSSING 4
AERIAL CREEK CROSSING 'A'
8" PVC SANITARY SEWER
SSMH-9006
RIM EL 235.30
GROUND EL 235.30
INV OUT (E) 222.45
INV IN (W) 222.50
INV IN (NE) 223.30
INV IN (S) 222.60
TO BE ABANDONED
SEE NOTES 4 & 5
SSMH-787
RIM EL 236.75
GROUND EL 236.75
INV OUT (N) 225.60
INV IN (W) 225.85
INV IN (E) 226.65
TO BE REPLACED
20' CITY OF RALEIGH
SANITARY SEWER
EASEMENT
BM 1989 PG 1452
24" VCP SANITARY SEWER,
TO BE ABANDONDED
20' CITY OF RALEIGH
SANITARY SEWER EASEMENT
BM 1989 PG 1452
GI-1780
RIM EL 234.75
INV OUT (S) 232.15
18" RCP STORM SEWER
INV 229.65
GI-1646
RIM EL 235.85
INV OUT (W) 230.25
INV IN (E) 230.30
15" RCP STORM SEWER
GI-1647
RIM EL 237.15
INV OUT (W) 232.20
STCI-11111
RIM EL 235.80
INV IN (E) 231.55
INV OUT (N) 231.50
CREEK ℄ EL 218.00
5 LF OF 8" SDR35 PVC
SANITARY
SEWER IPJACKED AND BORED
48" STEEL CASING
PIPE WITH 12-INCH
SANITARY SEWER237236
236200'
46'47'
℄
23
℄
23'
SSMH-9007
RIM EL 236.20
GROUND EL 236.10
INV OUT (E) 223.75
INV IN (W) 2x24" 223.95 (BOTH)
IN IN (W) 228.95
TO BE ABANDONED, SEE NOTE 4 & 5
12'X40'
LAUNCHING PIT
8" SANITARY
SEWER
30'
CITY OF RALEIGH
SANITARY SEWER
EASEMENT
15' TEMPORARY
CONSTRUCTION
EASEMENT
15' TEMPORARY
CONSTRUCTION
EASEMENT
231229228227226225230224223222221220220225230235200' NC DOT ROW
40' LAUNCHING PIT
46'47'
℄
CAPITAL
BLVD ROAD EDGESLOPE 1:1(TYP)ROAD EDGESLOPE 1:1(TYP)EOP℄
PIGEON
HOUSE
BRANCH
BOTTOM OF CONCRETE PIER
AT MINIMUM ELEVATION 220.00
AERIAL CROSSING 'A'
89.27 LF OF 20" STEEL CASING
@ 0.75%
0.375" WALL THICKNESS
EXTEND 20" CASING 10 FT INTO 48" CASING.
PROVIDE STEEL BRACING PER DETAIL TO SECURE
THE 20" INTO THE 48" CASING. BRICK/GROUT OPENING.
43'50'
WELDED STEEL
END CAP
APPROXIMATE 100 YEAR
FLOODPLAIN EL 235.76
24" VCP SANITARY SEWER
TO BE ABANDONDED
210
215
220
225
230
235
240
245
210
215
220
225
230
235
240
245
9+5010+0011+0012+0013+0013+40
260.51 LF OF 12" RJ DR 18 C900 PVC @ 0.75%
℄
CAPITAL
BLVD
169 LF OF 48"
STEEL CASING @
0.75%
0.75" MIN WALL
THICKNESS EOPEOPEOPINV OUT: 225.31 (12" NW)
INV IN: 225.64 (8" NE)SSMH 40STA 12+60.51RIM = 237.72NCDOT R/W
SANITARY
SEWER
EASEMENT
CLASS 2 RIP RAP
24" DEEP,
VARIABLE WITH
WITH FILTER
FABRIC
SSMH 20STA 41+06.35RIM = 235.9971.02 LF OF 8" SDR35 PVC
@ 0.50%SSMH 787STA 13+31.53RIM = 237.01INV OUT: 226.00 (8" SW)
INV IN: 226.10 (8" NE)
INV OUT: 220.38 (36" NE)
INV IN: 220.48 (36" SW)
INV IN: 223.36 (12" SE)
IIIIII
EXISTING GRADE
210
215
220
225
230
235
240
210
215
220
225
230
235
240
9+7510+0010+75
64.34 LF OF 8" C900 PVC @ 1.00%
INV OUT: 215.39 (36" NE)
INV IN: 215.49 (36" SW)
INV IN: 219.36 (8" N)SSMH 17STA D10+00.00RIM = 231.50INV OUT: 220.00 (8" S)
INV IN: 225.00 (6" SW)
INV IN: 224.60 (8" NW)SSMH 1794STA D10+64.34RIM = 233.035' DIA INSIDE DROPF&C S-26DD D
INSIDE DROP
SANITARY
SEWER
EASEMENT
NCDOT
R/W
200
205
210
215
220
225
230
235
200
205
210
215
220
225
230
235
9+7510+0011+00
71.34 LF OF
12" C900 PVC
@ 4.98%
INV OUT: 208.29 (42" NE)
INV IN: 208.39 (42" SW)
INV IN: 211.00 (12" NW)SSMH 11STA C10+00.00RIM = 226.00SSMH 9000STA 10+71.34RIM = 227.54INV OUT: 214.55 (12" SE)
INV IN: 218.40 (4" W)
INV IN: 214.60 (12" SW)
C CC
Profile View of Harris Wholesale
210
215
220
225
230
235
240
210
215
220
225
230
235
240
9+7510+0010+75
31.24 LF OF 10" DR 18 C900 @ 1.50%
33.47 LF OF 10" SDR35 PVC @ 1.50%
INV IN: 228.35 (10" NW)
INV OUT: 228.25 (10" S)SSMH 18BSTA E10+64.71RIM = 234.134' DIAF&C S-26INV OUT: 220.00 (10" SE)
INV IN: 227.75 (10" N)SSMH 18STA E10+00.00RIM = 233.87EEE
SANITARY
SEWER
EASEMENT
NCDOT
R/W
6" LATERAL
INV OUT: 217.77 (36" NE)
INV IN: 217.87 (36" SW)
INV IN: 219.53 (10" NW)SSMH 18ASTA E10+31.24RIM = 234.004' DIAF&C S-265 LF OF 10" SDR35 PVC
INSIDE DROP
225
230
235
240
245
250
255
260
265
225
230
235
240
245
250
255
260
265
9+7510+0010+75
INV OUT: 228.71 (36" E)
INV IN: 228.81 (36" W)
INV IN: 250.14 (8" N)SSMH 27ASTA J10+38.68RIM = 257.0838.68 LF OF 8" SDR 35 PVC @ 1.50%
13.27 LF OF 8" SDR 35 PVC @ 1.50%SSMH 27BSTA J10+51.96RIM = 256.59SSMH 27STA 56+31.92RIM = 255.57INSIDE DROP
JJJ
INV OUT: 251.12 (8" W)
INV IN: 251.32 (8" N)
INV OUT: 250.72 (8" S)
INV IN: 250.92 (8" E)
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
3.DEMOLISH AERIAL SEWER CROSSING FROM EDGE OF EMBANKMENT TO EDGE OF
EMBANKMENT..
4.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
5.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM
OF MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISH GRADE AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
100-YEAR FLOODPLAINNSHURGARD
MORNINGSTAR SELF
STORAGE D
DEPT-PT-NC 08672
PO BOX 25025
GLENDALE CA 91221-5025
SIDE SEWER "I" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
PLAN
SCALE 1"=30'
SIDE SEWER "D" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
SIDE SEWER "C" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
SIDE SEWER "E" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
D D
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
EBS SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
D
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
PLAN AND PROFILE
C2.10
SIDE SEWER "J" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
Temporary Zone 2 Impacts = 1,807 SF
Temporary Zone 1 Impacts = 1,604 SF
Temporary Stream Impacts = 5,180 SF
Zone 2 Permanent Impacts = 200 SF
B7+68
B0+00B1+
0
0
B2+
0
0
B3+
0
0
B4+
0
0
B5+00
B6+00
B7+00 HOUSEBRANCHUNNAMED
TR
IBU
TARY C A
P

I
T
A
L

B
O
U
L
E
V
A
R
D

TO

W
A
K
E

F
O
R
E
S
T

R
O
A
D

R
A
M
P

(NORTHBOUND
)
S
SSS
S GDINLETSSPIGEON HOUSE BRANCHN
C
G
S

"
B
O
N
D
E
D
"
B
A
S
E

P
O
I
N
T

O
F
S
I
T
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L
O
C
A
L
I
Z
A
T
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P
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B
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D

G
R
I
D
:US
-
1
/
SR
-
4
0
1
DDC A
P

I

T
A

L
B
LVD

FRON
TAGE
ROAD
8" DIP SANITARY SEWER
8" DIP SANITARY SEWER
8" DIP SANITARY SEWER
TO BE CIPP LINED
24" VCP SANITARY SEWER
TO BE CIPP LINEDSERVICE
LATERAL
5 LF 24" DIP
SANITARY SEWER
8" VCP SANITARY SEWER
100-YEAR FLOODPLAIN
5 LF 8" SDR35 PVC
SANITARY SEWER
SSMH-1801
RIM EL 234.00
GROUND EL 230.80
INV OUT (NE) 224.00
INV IN (S) 226.30
SSMH-1798
RIM EL 230.90
GROUND EL 230.80
INV OUT (NE) 222.20
INV IN (S) 222.40
SSMH-1019
RIM EL 229.20
GROUND EL 229.20
INV OUT (NE) 219.45
INV IN (S) 219.50
TO BE REHABILITATED
SSMH-9011
RIM EL 229.55
GROUND EL 229.60
INV OUT (NE) 217.55
INV IN (W) 217.60
INV IN (SW) 218.65
TO BE REHABILITATED
SSMH-9003
RIM EL 226.70
GROUND EL 226.40
INV OUT (E) 215.95
INV IN (NE) 216.15 (PLUGGED)
INV IN (SW) 216.05
TO BE REPLACED
24" VCP SANITARY SEWER
TO BE ABANDONED
SSMH-9004
RIM EL 226.75
GROUND EL 226.45
℄ 217.25 (FILLED W/ DIRT)
TO BE ABANDONED
SEE SHEET C-004
20' CITY OF RALEIGH
SANITARY SEWER EASEMENT
BM 2005 PG 1571
GI-1638
RIM EL 226.70
INV IN (N) 219.95
OTI-1636
RIM EL 225.15
INV OUT (S) 220.65
INV IN (N) 220.80
30" RCP STORM SEWER
INV 221.05
30" RCP STORM SEWER
INV 221.25
18" RCP STORM SEWER
INV 221.40
STMH-1198
RIM EL 228.75
INV OUT 224.90
10' SANITARY SEWER EASEMENT
SCALED FROM BM 2005 PG 1571
A
N
T
.
L
T
L
T
L
T
W /

L
T
W /

L
T
L
T
L
T
L
T
L
T
L
T
L
T
S
C
R
U
B
E
ZONE 1ZONE
1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZON
E
1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 224" VCP SANITARY SEWER
TO BE ABANDONED
CREEK ℄ EL 212.75
6" LATERAL,
SEE NOTE 2
AERIAL CREEK
CROSSING 'B'
PROPOSED CITY OF RALEIGH
EGRESS/INGRESS EASEMENT
OVER TOP OF EXISTING ACCESS
EASEMENT
2342332322312302292292302292282272262252242232222212202192182172162
1
5216217218219220221222223224225226 228230230
2
2
9
2
2
9
2272282
2
9
2
2
9
2
3
0 231231
230
229
228227226 2
2
5
2
2
4
24" SANITARY SEWER
Profile View of Phase 3 - MH-13 TO SSMH-1780
200
205
210
215
220
225
230
235
240
200
205
210
215
220
225
230
235
240
-0+500+001+002+003+004+005+006+007+008+008+50
VENT PIPE
EL 228.35
APPROXIMATE
100 YEAR
FLOODPLAIN
EL 225.50
499' NC DOT ROAD ROW
26'
℄
WAKE
FOREST
RD
EXIT
RAMP
EOP
EOP
ROAD EDGESLOPE 1:1 (TYP)ROAD EDGESLOPE 1:1 (TYP)℄
PIGEON
HOUSE
CLASS 2 RIP RAP
PER, 24" DEEP,
VARIABLE WIDTH
WITH FILTER FABRIC
BOTTOM OF CONCRETE PIER
AT MINIMUM ELEVATION 216.00
ELEC SER
30" RCP STORM SEWER
INV 221.02
ELEC SER
AERIAL CROSSING 'B' 148.66 LF OF
RESTRAINED JOINT 8" DR18 C900 PVC @
1.01% INSIDE 16" STEEL CASING,
0.375 WALL THICKNESS
WITH ONLY ONE PIER ON UPSTREAM SIDE
OPEN-CUT INSTALLATION
OF CASING BETWEEN MANHOLES
48 LF 24" DR18 C900 PVC @0.99%
5 LF 24" C900
DR18 PVC
SANITARY
SEWER SSMH 9003STA B0+15.00RIM = 228.005' DIA F&C S-26INV OUT: 220.96 (8" N)
INV IN: 221.06 (8" S)SSMH 13CSTA B28+36.58RIM = 232.004' DIAF&C S-27INV OUT: 215.85 (24" N)
INV IN: 216.05 (24" SW)SSMH 1798STA 6+88.00RIM = 231.03SSMH 1801STA B7+67.51RIM = 233.01SANITARY SEWER
EASEMENT
CAPITAL BLVD
SERVICE ROAD
CAPITAL BLVD
SOUTHBOUND LANE
CAPITAL BLVD
NORTHBOUND LANESSMH MH-1019STA B4+20.68RIM = 229.50TO BE REHABILATEDF&C S-26BBBBBBBBB BB
8" SANITARY SEWER 8" SANITARY SEWER INV OUT: 219.45 (8" NE)
INV IN: 219.55 (8" S)
8" SANITARY SEWER
TO BE CIPP LINED
24" SANITARY SEWER
TO BE ABANDONED
24" SANITARY SEWER
TO BE CIPP LINEDSSMH 9011STA B2+34.35RIM = 229.59TO BE REHABILITATEDF&C S-266" LATERAL
SSMH 13STA B0+00.00RIM = 224.64INV OUT: 210.66 (42" E)
INV IN: 211.16 (36" W)
INV IN: 213.00 (24" S)
INV OUT: 217.55 (24" NE)
INV IN: 218.65 (8" SW)
INV IN: 217.60 (24" SW)
INV OUT: 222.25 (8" N)
INV IN: 222.40 (8" S)
INV OUT: 224.00 (8" N)
INV IN: 226.30 (8" SE)
3'5'
5 LF OF SDR35 PVC
EXISTING GRADE
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015N PLAN
SCALE 1"=30'
PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF
RALEIGH STANDARDS, DETAILS, AND SPECIFICATIONS.
2.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR
CONNECTION TO NEW MANHOLE. LATERALS TO BE FIELD CORE
DRILLED INTO MANHOLE.
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
EBS SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
PLAN AND PROFILE
C2.11
SANITARY SEWER AGREEMENT BETWEEN
SEABOARD AIR LINE RAILROAD COMPANY &
THE CITY OF RALEIGH TO CONSTRUCT, OPERATE AND, MAINTAIN
A SEWER PIPE
DB 1777 PF 541
SPRINT CELLULAR COMMUNICATIONS
DB 6930 PG 398
BM 2005 PG 1571
PIN: 1704962475
Temporary Zone 2 Impacts = 6,233 SF
Temporary Zone 1 Impacts = 4,100 SF
Temporary Stream Impacts = 3,957 SF
Zone 2 Permanent Impacts = 100 SF

APPENDIX E – 100% DESIGN DRAWINGS

VICINITY MAP
SCALE: 1" = 100'
I-440
I-440I-440
NEW BERN AVE
HILL
S
B
O
R
O
U
G
H

S
T
WADE AVE
CAPITAL BLVDUS 1US 40
1GLENWOOD AVE
RALEIGH
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
TITLE SHEET
T1.1
T1.1 COVER SHEET
T1.2 KEY PLAN, NOTES, LEGEND AND
ABBREVIATIONS
C1.00 KEY PLAN - EXISTING CONDITIONS
C1.01 EXISTING CONDITIONS
C1.02 EXISTING CONDITIONS
C1.03 EXISTING CONDITIONS
C1.04 EXISTING CONDITIONS
C1.05 EXISTING CONDITIONS
C1.06 EXISTING CONDITIONS
C1.07 EXISTING CONDITIONS
C2.00 KEY PLAN - PROPOSED CONDITIONS
C2.01 PLAN AND PROFILE
C2.02 PLAN AND PROFILE
C2.03 PLAN AND PROFILE
C2.04 PLAN AND PROFILE
C2.05 PLAN AND PROFILE
C2.06 PLAN AND PROFILE
C2.07 PLAN AND PROFILE
C2.08 PLAN AND PROFILE
C2.09 PLAN AND PROFILE
C2.10 PLAN AND PROFILE
C2.11 PLAN AND PROFILE
C2.12 PLAN AND PROFILE
C3.01 BYPASS PUMPING PLAN
C3.02 BYPASS PUMPING PLAN
C4.01 DETAILS
C4.02 DETAILS
C4.03 DETAILS
C4.04 DETAILS
C4.05 DETAILS
C4.06 DETAILS
C5.01 STAGING AREA
C5.02 E&SC DETAILS
C5.03 E&SC DETAILS
C5.04 E&SC DETAILS
TMP-1 TRANSPORTATION MANAGEMENT PLAN
TMP-2 TRANSPORTATION MANAGEMENT PLAN
TMP-2A TRANSPORTATION MANAGEMENT PLAN
TMP-2B TRANSPORTATION MANAGEMENT PLAN
TMP-3 TRANSPORTATION MANAGEMENT PLAN
TMP-3A TRANSPORTATION MANAGEMENT PLAN
TMP-3B TRANSPORTATION MANAGEMENT PLAN
TMP-3C TRANSPORTATION MANAGEMENT PLAN
TMP-4 TRANSPORTATION MANAGEMENT PLAN
TMP-5 TRANSPORTATION MANAGEMENT PLAN
TMP-6 TRANSPORTATION MANAGEMENT PLAN
TMP-7 TRANSPORTATION MANAGEMENT PLAN
TMP-8 TRANSPORTATION MANAGEMENT PLAN
TMP-9 TRANSPORTATION MANAGEMENT PLAN
TMP-10 TRANSPORTATION MANAGEMENT PLAN
TMP-11 TRANSPORTATION MANAGEMENT PLAN
TMP-12 TRANSPORTATION MANAGEMENT PLAN
TMP-13 TRANSPORTATION MANAGEMENT PLAN
TMP-14 TRANSPORTATION MANAGEMENT PLAN
TMP-15 TRANSPORTATION MANAGEMENT PLAN
TMP-16 TRANSPORTATION MANAGEMENT PLAN
TMP-17 TRANSPORTATION MANAGEMENT PLAN
TMP-18 TRANSPORTATION MANAGEMENT PLAN
TMP-19 TRANSPORTATION MANAGEMENT PLAN
TMP-20 TRANSPORTATION MANAGEMENT PLAN
TMP-21 TRANSPORTATION MANAGEMENT PLAN
TMP-22 TRANSPORTATION MANAGEMENT PLAN
TMP-23 TRANSPORTATION MANAGEMENT PLAN
TMP-24 TRANSPORTATION MANAGEMENT PLAN
TMP-25 TRANSPORTATION MANAGEMENT PLAN
TMP-26 TRANSPORTATION MANAGEMENT PLAN
TMP-27 TRANSPORTATION MANAGEMENT PLAN
TMP-28 TRANSPORTATION MANAGEMENT PLAN
TMP-29 TRANSPORTATION MANAGEMENT PLAN
TMP-30 TRANSPORTATION MANAGEMENT PLAN
TMP-31 TRANSPORTATION MANAGEMENT PLAN
TMP-32 TRANSPORTATION MANAGEMENT PLAN
TMP-33 TRANSPORTATION MANAGEMENT PLAN
TMP-34 TRANSPORTATION MANAGEMENT PLAN
TMP-35 TRANSPORTATION MANAGEMENT PLAN
TMP-36 TRANSPORTATION MANAGEMENT PLAN
TMP-37 TRANSPORTATION MANAGEMENT PLAN
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
UPPER PIGEON HOUSE INTERCEPTOR
REPLACEMENT
RALEIGH, NORTH CAROLINA
SEPTEMBER 2021
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBERS 1
NUMBER OF LOTS 0
LOT NUMBERS BY PHASE 0
NUMBER OF UNITS 0
LIVABLE BUILDINGS 0
OPEN SPACE NO
NUMBER OF OPEN SPACE LOTS 0
PUBLIC WATER (LF)0
PUBLIC SEWER (LF)7,894
PUBLIC STREET (LF) - FULL 0
PUBLIC STREET (LF) - PARTIAL 0
PUBLIC SIDEWALK (FL)0
STREET SIGNS (LF)0
WATER SERVICE STUBS 0
SEWER SERVICE STUBS 0
THE CITY OF RALEIGH
ONE EXCHANGE PLAZA, SUITE 620
219 FAYETTEVILLE STREET MALL
RALEIGH, NORTH CAROLINA 27601
[phone]
RIGHT-OF-WAY-OBSTRUCTION NOTES:
·Street, Lane, and Sidewalk closures or detours: Prior to any work that impacts the
right-of-way or closing of any street, lane, or sidewalk, the contractor must apply for a
permit with Right-of-Way Services.
·A permit request with a traffic control and/or pedestrian plan shall be submitted to
[e-mail] at www.raleighnc.gov keyword "Right-of-Way
Services."
·Prior to the start of work, the Client shall schedule a Pre-Construction meeting with the
Engineering Inspections Coordinator to review the specific components of the approved
plan, and ensure all permits are issued.
·The City of Raleigh requires an approved Right-of-Way Obstruction Permit for work on
any public street or sidewalk and NCDOT road within Raleigh's Jurisdiction.
·All Traffic Control Signage and practices shall adhere to the Manual on Uniform Traffic
Control, and the latest edition of the NCDOT "Standard Specification for Roadway
Structures", NCDOT "Roadway Standard Drawing Manual", and the NCDOT
supplement to the MUTCD.
·All public sidewalks must be accessible to pedestrians who are visually impaired and/or
people with mobility concerns. Existing and alternative pedestrian routes during
construction shall be required to be compliant with the Public Rights of Way Accessibility
Guidelines (PROWAG), the ADA Standards for Accessible Design and the Manual on
Uniform Traffic Control Devices (MUTCD).
·All permits must be available and visible on site during the operation.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water, sewer and/or
reuse, as approved in these plans, is responsible for contacting the ENGINEERING
SERVICES DEPARTMENT at [phone], and the PUBLIC UTILITIES
DEPARTMENT at [phone] at least twenty four hours prior to beginning any
of their construction.
FAILURE to notify both City Departments in advance of beginning Construction, will
result in the issuance of monetary fines, and require reinstallation 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
Job site, or any other Violation of City of Raleigh Standards will result in a Fine and
Possible Exclusion from future work in the City of Raleigh.
SHEET INDEX
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
NOTES, LEGEND & ABBREVIATIONS
T1.2
GENERAL NOTES:
1.ALL MATERIALS USED AND CONSTRUCTION METHODS EMPLOYED FOR UTILITY CONSTRUCTION SHALL BE
IN ACCORDANCE WITH NCDOT REQUIREMENTS, IF APPLICABLE.
2.DIG A TEST PIT AT ALL EXISTING UTILITY CROSSINGS PRIOR TO INSTALLING ANY SANITARY SEWER PIPE
TO VERIFY EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ASSURE NO CONFLICT WITH NEW
SEWER. ADVISE ENGINEER IN WRITING OF ANY CONFLICTS THAT REQUIRE CHANGES TO THE DESIGN.
ELEVATIONS SHOWN IN PROFILE FOR EXISTING UTILITIES ARE APPROXIMATE.
3.LOCATIONS OF EXISTING SERVICE LATERAL CONNECTIONS TO THE MAIN ARE APPROXIMATE. WHERE
THE LOCATIONS SHOWN IN PLAN VIEW ARE SHOWN CONNECTING TO THE EXISTING SEWER, THE
LOCATION AT THE SEWER MAIN IS BASED UPON CCTV INSPECTION AND SHOULD BE CONSIDERED ±5 FT
FROM THE LOCATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING CLEANOUTS ON
SERVICE LATERALS BEING REPLACED. WHERE SERVICE LATERALS ARE SHOWN CONNECTING TO
MANHOLES, CONTRACTOR SHALL FIELD CORE-DRILL TO ASSURE LATERALS ARE AT CORRECT VERTICAL
ELEVATION AND HORIZONTAL ALIGNMENT. APPROXIMATE DIAMETER IS SHOWN ON DRAWING. LATERAL
DIAMETER SHALL BE FIELD VERIFIED BY CONTRACTOR.
4.ALL LATERALS SHALL BE REPLACED TO EDGE OF EASEMENT OR ROAD RIGHT-OF-WAY UNLESS SHOWN
OTHERWISE ON THE DRAWINGS. ALL LATERALS SHALL BE REPLACED IN ACCORDANCE WITH THE NC
PLUMBING CODE. CLEANOUTS ARE NOT SHOWN FOR CLARITY BUT SHALL BE PROVIDED AT 100 FOOT
INTERVALS AND AT THE EDGE OF EASEMENT OF ROAD RIGHT-OF-WAY PER THE DETAIL DRAWINGS.
5.CONTRACTOR SHALL TEST PIT TO CONFIRM LATERAL LOCATION AND DEPTHS AT THE POINT OF
CONNECTION TO EXISTING LATERAL BEFORE INSTALLING MAINLINE TO CONFIRM THAT THE MAINLINE IS
SUFFICIENTLY DEEP ENOUGH AND THAT EASEMENT LOCATIONS DO NOT REQUIRE ADJUSTMENT WITH
PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL ELEVATION OF
LATERAL AT THE PROPOSED POINT OF CONNECTION TO THE EXISTING LATERAL. THE ENGINEER WILL
THEN CONFIRM THAT NO ADDITIONAL EASEMENTS ARE NECESSARY AND THAT THE DEPTH OF THE
MAINLINE DOES NOT REQUIRE ADJUSTMENT BEFORE INSTALLATION.
6.INFORMATION PRESENTED ON THESE DRAWINGS IS BASED ON THE SURVEYS PERFORMED BY TAYLOR
WISEMAN AND TAYLOR UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
7.CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS BEFORE STARTING WORK.
8.LIMITS OF DISTURBANCE SHALL BE BOUNDED BY PERMANENT AND TEMPORARY EASEMENTS.
9.FLOOD ZONE "AE" REPRESENTS THE 100-YEAR FLOOD PLAIN WITH BASE FLOOD ELEVATIONS
DETERMINED. FLOOD ZONE "X" REPRESENTS AREAS OF 0.2 PERCENT ANNUAL CHANCE FLOOD, 100-YEAR
FLOOD AREAS WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM THE 100-YEAR FLOOD.
10.VERIFY BENCHMARKS BEFORE BEGINNING CONSTRUCTION ACTIVITIES.
11.REFERENCE CONTRACT SPECIFICATIONS FOR COUPLING TYPE TO BE USED WHEN CONNECTING NEW
PIPE TO EXISTING PIPE.
12.ALL TREES IN THE PERMANENT EASEMENT SHALL BE REMOVED, UNLESS OTHERWISE NOTED.
13.TREES IN THE TEMPORARY EASEMENT CAN BE REMOVED AT THE CONTRACTOR'S DISCRETION, UNLESS
SHOWN TO BE PROTECTED BY TREE PROTECTION FENCE.
14.HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL SHOP DRAWINGS AND EASEMENT
RECORDS ON THE JOB SITE AT ALL TIMES.
15.MAINTAIN SEWER SERVICE FOR ALL ACTIVE LATERALS.
16.LATERALS OUTSIDE OF THE ROAD RIGHT-OF-WAY AND ON PRIVATE PROPERTY REQUIRE A PLUMBING
PERMIT. WHILE MANY LATERALS OUTSIDE OF THE ROAD RIGHT-OF-WAY AND ON EITHER TEMPORARY
OR PERMANENT EASEMENT, IT SHALL BE UNDERSTOOD THAT LATERALS THAT EXTEND MORE THAN 25
FEET FROM THE MAINLINE SEWER REQUIRE A PLUMBING PERMIT.
17.WHEN INSTALLATION IS WITHIN NCDOT RIGHTS-OF-WAY, NCDOT STANDARDS, DETAILS, AND
SPECIFICATIONS ARE TO BE USED, UNLESS THE CITY OF RALEIGH’S IS MORE STRINGENT. ALL
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES, AND STRICT COMPLIANCE WITH THE NCDOT POLICIES AND
PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY IS REQUIRED.
18.SEVERAL PROPERTIES HAVE MULTIPLE LATERALS BASED UPON CITY INSPECTION. HOWEVER, ALL MAY
NOT BE IN SERVICE. BEFORE INSTALLING NEW SERVICES, VERIFY WHICH ARE IN SERVICE AND ABANDON
THOSE THAT ARE NOT. PERFORM DYE TESTING IN THE PRESENCE OF OWNER'S REPRESENTATIVE.
19.ABANDON TEMPORARY MONITORING WELLS UPON COMPLETION OF PIPE INSTALLATION.
20.DUKE ENERGY FACILITIES MAY BE AFFECTED BY WORK. COORDINATE WITH DUKE ENERGY AS
NECESSARY. COORDINATE AND PAY FOR RELOCATING OR PROVIDING TEMPORARY SUPPORTS, GUY
WIRES, ETC. TO FACILITATE CONSTRUCTION.
21.PROVIDE TEMPORARY WATER AND SEWER SERVICES AS NECESSARY TO FACILITATE WORK.
22.RELOCATE DRY UTILITIES AS NECESSARY TO FACILITATE WORK.
23.ALL SOIL STOCKPILES SHALL BE LOCATED AT LEAST 50 FEET FROM SURFACE WATERS.
24.RELOCATE UNDERGROUND WIRES AND CABLES IN CONFLICT WITH THE WORK AS NECESSARY.
25.FRPMP = FIBER REINFORCED POLYMER MORTAR PIPE WHICH INCLUDES CENTRIFUGALLY CAST
FIBERGLASS REINFORCED POLYMER MORTAR PIPE AND FILAMENT-WOUND FIBERGLASS REINFORCED
POLYMER MORTAR PIPE.
26.SEWER SLOPES ARE CALCULATED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
27.WHERE LATERALS DISCHARGE INTO MANHOLES AND IF THE DISTANCE FROM LATERAL INVERT TO
MANHOLE OUT ELEVATION IS GREATER THAN 6 FEET, PROVIDE A PVC INSIDE DROP ASSEMBLY.
RALEIGH NOTES:
1.PROVIDE AT LEAST 2 WEEKS WRITTEN NOTICE TO RESIDENTS AND PROPERTY OWNERS BEFORE
BEGINNING ANY WORK ON EACH PROPERTY.
2.CONDUCT THE WORK IN A SAFE MANNER AND WITH MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.
3.CONTACT THE INSPECTIONS DEPARTMENT AT 919-516-2495 TO OBTAIN A STREET CUT PERMIT.
4.REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREETS TO EXISTING
CONDITION OR BETTER.
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
GUY WIRE / ANCHOR
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
HVAC UNIT
GAS TEST STATION
GAS METER
WATER MANHOLE
UTILITY POLE WITH DROP
UTILITY POLE WITH LIGHT
ELECTRIC METER
WELL (POTABLE)
CABLE TV PEDESTAL
UTILITY POLE LIGHT & DROP
G
W
W
SPRINKLER HEAD
ABBREVIATIONS
DIP
FT
VCP
TYP
N
NC
DOT
E
SSMH
DUCTILE IRON PIPE
FOOT, FEET
VITRIFIED CLAY PIPE
TYPICAL
NORTH OR NORTHING
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
EAST OR EASTING
SANITARY SEWER MANHOLE
S SOUTH
W WEST
CL CENTER LINE
BM BENCH MARK
EL ELEVATION
IPF IRON PIN FOUND
TC TERRA COTTA PIPE
SS SANITARY SEWER
PVC POLYVINYL CHLORIDE PIPE
CIPP CURED-IN-PLACE PIPE
HOR HORIZONTAL
VER VERTICAL
LF LINEAR FEET, LINEAR FOOT
DB DEED BOOK
ROW RIGHT-OF-WAY
EOP EDGE OF PAVEMENT
BOM BOOK OF MAPS
CATV
INV INVERT
NO NUMBER
PG PAGE
PIN PARCEL IDENTIFICATION NUMBER
DIA DIAMETER
SCE STABILIZED CONSTRUCTION ENTRANCE
SF SILT FENCE
PROPOSED SANITARY SEWER MANHOLE
FLOOD ZONE AE
FLOOD ZONE X
SEWER MANHOLE
SEWER CLEANOUT
DECIDUOUS TREE
CURB INLET
PROPERTY CORNER FOUND
DATUM CONTROL POINT
VERTICAL BENCHMARK
GRATED INLET
SOIL BORING
EVERGREEN TREE
SIGN
SPOT ELEVATION
BOLLARD
FLARED-END SECTION
MAILBOX
OPEN THROAT CURB INLETINLET
S
VENTV
DESTINATION UNKNOWN
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
PROPOSED TREE PROTECTION
PROPERTY LINE (RIGHT OF WAY)
PERMANENT SEWER EASEMENT
TOP OF BANK
EXISTING SANITARY SEWER EASEMENT
STREAM LINE
BOTTOM OF BANK
SHRUB LINE
TREE LINE
CHAIN LINK FENCE
WIRE FENCE
WOOD FENCE
WALL
OVERHEAD UTILITY WIRE
STORM DRAINAGE PIPE
UNDERGROUND TELEPHONE
UNDERGROUND GAS
WATER LINE
CONTOUR MINOR
CONTOUR MAJOR
LEGEND
100-YEAR FLOOD ELEVATION
ZONE 1 RIPARIAN BUFFER
ZONE 2 RIPARIAN BUFFER
TEMPORARY SEWER EASEMENT
230
233
CABLE TV
POSITIVE SHORING REQUIRED BY NCDOT
SURVEY TEST HOLE
LIMIT OF DISTURBANCE
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
B-#SOIL BORING LOCATION
IP PROPOSED STANDARD INLET
PROTECTION
SCE
SILT FENCE
LOD
SF
POWER UTILITY POLE
PE PERMANENT EASEMENT
TE TEMPORARY EASEMENT
TMW-#TEMPORARY MONITORING WELL
PROPOSED CLEANOUT
SILT FENCE OUTLET
PUMP AROUND
JUTE MATTING
PA PA-D
SANITARY SEWER TO BE ABANDONED
GUARDRAIL
SD
TP
WR WASH RACK
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
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C A P I T A L B O U L E V A R D (SOUTH
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CAPITAL BOULEVARD (NORTHBOUND)
WAKE F
OREST RD SR-2000
OLD
C A P I T A LB O U L E V

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(SOUTH
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PIGEON HOUSE BRANCH
PIGEON

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BRAN
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PIGEONHOUSE BRANCH
PIG
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BR
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PIGEONHOUSEBRANCHPIGEONHOUSE BRANCH CEMETARYBRANCHUNNAMED TRIBUTARY UNNAMEDTRIBUTARYC A P I T A

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T O C A P I T A L B O U L E V A R D R A M P (SOUTHBOUND)
W
W
S
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W W W
G WW
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WW
WW S
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PIG
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C A P I T A L B O U L E V A R D (SOUTHBO
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C A P I T A L B O U L E V A R D (NORT
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PI
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S Y C A M O R E S TF A I R V I E W R O A DW A K E F O R E S T R O A D
W A K E F O R E S T R O A D
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C S X T R A N S P O R T A T I O N
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(SOUT
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BRANCH
C A P I T A L B O U L E V A R D (NORTH
B
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D
)
CAPITAL BOULEVARD (SOUTHBOUND)
NCGS "BONDED"
BASE POINT OF
SITE LOCALIZATION
PUBLISHED GRID:
N = 747,053.54'
E = 2,109,875.85'
Z = 230.68'
CAPI
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B
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LOUISBURG ROAD
CAPITAL BOULEVARD (NORTHBOUND)FAIRVIEWROADUS-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1
/
S
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4
0
1
US-1
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US-1/
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US-1/
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US-1/SR
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4
0
1
S
C A P I T A L BLVD FRONTAGE ROAD
US-1/SR-401
D
D
UNKNOWN PIPE END
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFF0
SCALE 1"=200' AT ORIGINAL SIZE
400'300200100
N
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
KEY PLAN - EXISTING CONDITIONS
C1.00
KEY PLAN
SCALE: 1" = 200'
C1.06
C1.07CAPITAL BOULEVARD
ATLANTIC AVENUEWAKE FOREST RD.C1.05
C1.04
C1.03
C1.02
C1.0
1
OLD W
ILL
IAMSON
ROADWAD
E

A
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E FAIRVIEW ROADFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
WAKE FOREST RD SR-2000
OLD
C A P I T A L B O U L E
V

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(SOUTH
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PIGEO
N

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EPIGEON
PIGEONHOUSE BRANCH CEMETARYBRANCHW
W
W
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W
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WHH
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OLD LOUISBURG ROAD
U
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(SOU
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BRANCH
LOUISBURG ROAD
GB-15
GB-16
GB-17
GW-3A
MW-4
MW-5
TMW-05
US-1/S
R
-
4
0
1
LT
LT
LT
LT
LT
LT
LT
LT
LT
W / LTW / LT
W / LT
LT
LT
LT
LT
W / LT
W / LT
SCRUB
SCRUB
SCRUB
SCRUB
611
209.
3
7
SCRUB
ZONE 1
ZONE 1
ZONE 1
ZONE 1 ZONE 1 ZONE 1 ZONE 1
ZONE 1
ZONE 1
ZONE 1
ZONE 1
ZONE 1
ZONE 1
ZONE
1
ZONE
1
ZONE
1
ZONE 1
ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1
ZONE 1
ZONE 2
ZONE 2
ZONE 2 ZONE 2 ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE
2
ZONE
2
ZONE 2
ZONE 2 ZON
E

2
ZONE 2 ZONE 2 ZONE 2
Z
O
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1
ZO
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1
ZON
E

1 ZONE
1
ZONE
1
ZON
E

1
ZONE 1
ZONE
1
ZONE 1
ZONE 1
ZONE 1
ZONE
1
ZONE
1
ZONE
1
ZONE 1
ZONE 1
ZONE
1
ZON
E
1
ZON
E
1 ZONE
1
ZONE 1
ZONE 1 ZONE 1
ZO
N
E

1
ZONE 1 ZONE 1
Z
O
N
E

2
ZO
N
E

2
ZONE 2
ZONE
2
ZONE 2
ZONE 2
ZONE
2
ZONE 2
ZONE 2
ZONE
2
ZONE
2
ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZON
E
2
ZONE

2
ZONE 2 ZONE 2
ZO
N
E

2
ZONE 2
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
100-YEAR FLOODPLAIN
N
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
EXISTING CONDITIONS
C1.01
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
OLD
W
A
K
E

F
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S
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D

(ABANDONED
)A T L A N T I C A V E N U EPI
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HO
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B
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N
C
HUNNAMEDTRIBUTARY WAK
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FOR
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S
T
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SR-
2
0
0
0
C A P I
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INLETS INLETPIGEON

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CSX
T
R
A
N
S
P
O
R
T
A
TI
O
N
GW-1A
GW-2A
MW-2
MW-3A
TMW-04
LT
LT
LT
LT
LT
LT
LT
LT
LT
W / LT
ANT.W / LT
W / LT
SCRUB
SCRUB
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2
ZONE 2
ZON
E
2 ZONE
2
ZONE 2
ZONE 2
ZONE 2
ZONE 2 ZONE 2ZONE 2 ZONE 2
ZONE
2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZON
E

1
ZONE 1
ZONE
1 ZONE
1
ZONE 1
ZONE 1
ZONE 1 ZONE 1 ZONE 1
ZONE 1 ZONE 1ZONE 1 ZONE 1
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1224
225
226
227
228
228
227
226
225
218 219 220 221 222
217
223
222
221
220
228229
227
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
100-YEAR FLOODPLAIN, TYP.
N
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFMATCH LINE SEE C1.03CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
EXISTING CONDITIONS
C1.02
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
PIGEON
HOUSEBRANCHC A P I T A LB O U L E V A R D(SOUTHBOUND)C A P I T A LB O U L E V A R D(NORTHBOUND)C A P I T A L B O U L E V A R D TO W A K E F O R E S T R O A D R A M P (NORTHBOUND) T O C A P I T A L B O U L E V A R D R A M P (SOUTHBOUND)SSSSGDWSGSSSSSSSINLETPIGEON HOUSE BRANCHW A K E FOREST RDPIGEON HOUSE BRANCHNCGS "BONDED"BASE POINT OFSITE LOCALIZATIONPUBLISHED GRID:N = 747,053.54'E = 2,109,875.85'Z = 230.68'GB-11GB-12GB-13MW-2TMW-03US-1/SR-401US-1/SR-401DDDC A P I T A L BLVD FRONTAGE ROADLTLTW / LTW / LTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTSCRUBSCRUBEZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2
ZON
E
2
ZON
E
2
ZONE 2
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1
ZON
E
1ZONE 1
ZONE 1
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 20SCALE 1"=30' AT ORIGINAL SIZE60'453015100-YEAR FLOODPLAIN, TYP.MATCH LINE SEE C1.02 NThis Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
MATCH LINE SEE C1.04
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________EXISTING CONDITIONSC1.03FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
CAPITAL BOULEVARD (NORTHBOUND)
PIGEO
N
HOUS
E
BRANC
H
C A
P

I

T

A

L

B

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U

L

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V

A

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D

T
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W

A

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F

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(
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WHB
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PIGEON HOUSE BRANCH
PI
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B
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A
N
C
H
CAPITAL BOULEVARD (SOUTHBOUND)
TBM
TOP OF HYDRANT
ELEVATION = 235.52'
CAPITAL BOULEVARD (NORTHBOUND)
GB-08
GB-09
TMW-02
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
LT
W / LT
W / LT
W / LT
W / LT
W / LT
LT
LT
LT
LT
W / LT
W / LT
W / LT
W / LT
W / LT
LT
LT
W / LT
W / LT
W / LT
W / LT LT
LT
LT
LT
LT
LT
LT
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1
ZONE
1
ZONE 1
ZONE 1
ZONE
1
ZONE 1
ZON
E

1
ZO
N
E

1
Z
O
N
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1
ZONE 2ZONE 2ZONE 2ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2
ZONE
2
ZONE 2
ZONE 2
ZONE 2
ZON
E

2
ZO
N
E

2
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1
ZONE 1N
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
100-YEAR FLOODPLAIN, TYP.MATCH LINE SEE C1.03MATCH LINE SEE C1.05This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
EXISTING CONDITIONS
C1.04
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
C A P I T A L B O U L E V A R D (SOUTHBO
U
N
D
)
PIGEON HOUSE BRANCH
S
W W W
G
WW
S
S
S
S
WW
S
WHH
S
WHB
INLET
S
C A P I T A L B O U L E V A R D (SOUTHBO
U
N
D
)
C A P I T A L B O U L E V A R D (NORTHB
O
U
N
D
)
C A P I T A L B O U L E V A R D (NORTHB
O
U
N
D
)INLETINLETD
D
GB-05
GB-06
GB-07
MW-1
TMW-01
TMW-06
US-1/SR-401
US-1/SR-401
W / LT
W / LT
W / LT
W / LT
LT
LT
W / LT
W / LT
W / LT
W / LT
LT
LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
SCRUB
SCRUB
SCRUB
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE
2
ZONE 2
ZONE 2 ZONE 2 ZONE 2 ZONE 2
ZONE 2 ZONE 2 ZON
E

2
ZONE 2 ZONE 2
ZONE 2
ZONE 2 ZONE 2
ZONE 2
ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1 ZONE 1 ZONE 1
ZONE 1 ZONE 1
ZONE 1 ZONE 1
ZONE 1
ZONE 1
ZONE 1
ZONE 1 ZONE 1 ZONE 1
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
N
MATCH LINE SEE C1.04MATCH LINE SEE C1.06This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFF100-YEAR FLOODPLAIN, TYP.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
EXISTING CONDITIONS
C1.05
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
C A P I
T

A

L
B O U L

E

V

A

R

D

(
N

O

R

T

H

B

O

U

N

D
)
W
W
S
W
S
S
S
S
S
TO BE ABANDONED
D
D
S
S
C A P I T A L B O U L E V A R D (NORTHBO
U
N
D
)
PI
G
E
O
N

H
O
U
S
E
S
CAPI
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B
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V
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R
D (
S
O
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H
B
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N
D)
D
GB-01
GB-02
GB-03
GB-04FAIRVIEWROAD
S
TO BE ABANDONED
D
W / LTW / LTLTLTLTW / LTW / LTW / LTLTW / LTW / LT
LT
LT
W / LT W / LT
LT
LT
LT
W / LT
W / LT
LT LT LT
LT LT
LT
LTLT
LT
LT
W / LT
W / LT
W / LT
LT
W / LT
W / LT W / LT
ZONE 2ZONE 2ZONE 2
ZON
E

2
ZONE
2
ZONE 2
ZONE 2
ZONE
2
ZONE
2
ZONE 2
ZONE
2
ZONE 2 ZONE 2 ZONE 2
ZONE 2
ZON
E
2
ZON
E
2
ZONE 2 ZONE 2ZONE 2
ZONE 2 ZONE 2 ZONE
2
ZONE 1ZONE 1
ZONE
1
ZONE
1
ZONE 1
ZONE 1 ZONE 1
ZONE 1
ZON
E
1
ZONE
1 ZONE 1ZONE 1
ZONE 1
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015MATCH L
INE
SEE
C1
.07MATCH LINE SEE C1.05N
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFF100-YEAR FLOODPLAIN, TYP.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
EXISTING CONDITIONS
C1.06
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
C A P I T A LSSSSSSSSSSSINLETINLETINLETSSSUPIGEON HOUSEBRANCHOL
D

W
I
L
L
I
AM
SO
N

RO
A
D
SCAPITAL BOULEVARD (NORTHBOUND)CAPITAL BLVDEXIT RAMPTO WADE AVECAPITAL BLVD (SOUTHBOUND)CAPITAL BOULEVARD (SOUTHBOUND)PIGEON HOUSE BRANCHWADE AVENUEUS-1/SR-401US-1/SR-401DDLTLTLTLTLTLTLTLTLTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTLTLTLTW / LTLTLTRIP-RAPW / LTW / LTW / LTW / LTLTZONE 2 ZONE 2
ZONE 2
Z
O
N
E

2
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 20SCALE 1"=30' AT ORIGINAL SIZE60'453015MATC
H

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6 NThis Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF 100-YEAR FLOODPLAIN, TYP.CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________EXISTING CONDITIONSC1.07FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
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NCGS "BONDED"
BASE POINT OF
SITE LOCALIZATION
PUBLISHED GRID:
N = 747,053.54'
E = 2,109,875.85'
Z = 230.68'
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UNKNOWN PIPE END
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
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LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFF0
SCALE 1"=200' AT ORIGINAL SIZE
400'300200100
N
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
KEY PLAN - PROPOSED CONDITIONS
C2.00
KEY PLAN
SCALE: 1" = 200'
C2.01
C2.02
C2.03
C2.04C2.05
C2.09
C2.11
C2.10
C2.06
C2
.
0
7
C2.08
C2.12
CAPITAL BOULEVARD (US-1)ATLANTIC AVENUEWAKE FOREST RD.OLD W
ILL
IAMSON
ROADWAD
E

A
V
E FAIRVIEW ROADPROPOSED SANITARY SEWER (TYP)
FOR REGULATOR APPOVALFOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
LTLTLTLTLTLTLTLTSCRUBSCRUBSCRUBZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2Z
O
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2
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1Z
O
N
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1
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 11191090009C9B9A10+0011+00 12+0013+0014+0015+0016+0017+0018+0019+0020+00100-YEAR FLOODPLAIN24" C905 PVC SANITARY SEWERTO BE ABANDONEDIPWRCESGSSSSSDSS15" VCP SANITARY SEWERTO BE ABANDONED6" LATERAL,SEE NOTE 415" VCP SANITARY SEWERTO BE ABANDONEDSSMH-1318RIM EL 221.90GROUND EL 221.80INV OUT (E) 208.35INV IN (W) 208.45TO BE ABANDONEDSEE NOTES 2 & 324" VCP SANITARY SEWERTO BE ABANDONEDSSMH-1319RIM EL 221.80GROUND EL 221.80INV OUT (E) 209.00INV IN (W) 209.15TO BE ABANDONEDSEE NOTES 2 & 324" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 6SSMH-1624RIM EL 223.95GROUND EL 219.65INV OUT (NE) 212.35INV IN (NW) 213.00TO BE ABANDONEDSEE NOTES 2 & 3SSMH-1306RIM EL 225.50GROUND EL 224.55INV OUT (E) 209.55INV IN (W) 209.65TO BE ABANDONEDSEE NOTES 2 & 324" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 624" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 6SSMH-1298RIM EL 227.10GROUND EL 223.70INV OUT (E) 209.95INV IN (W) 210.05TO BE ABANDONEDSEE NOTES 2 & 3SSMH-1299RIM EL 223.00GROUND EL 221.75INV OUT (E) 210.00INV IN (W) 210.15TO BE ABANDONEDSEE NOTES 2 & 3SSMH-1802RIM EL 220.20GROUND EL 220.70INV OUT (SE) 210.80INV IN (SW) 210.80TO BE ABANDONEDSEE NOTES 2 & 312" VCP SANITARY SEWERTO BE ABANDONED8" DIP SANITARY SEWER24" RCPEL 211.6524" RCPEL 218.9536" RCPEL 211.7536" RCPSTORM SEWERSERVICE LATERALTO BE ABANDONEDTOP OF SSPIPE EL 211.57GI-1811NO GRATERIM EL 218.20INV OUT (S) 213.60CREEK ℄EL 209.20CREEK ℄ EL 207.7542" SANITARY SEWERBLOCK DROP INLETCONC LID REMOVEDTOP OF INLET 224.00INV IN 18" RCP 218.6018" RCP STORM SEWERCREEK ℄ EL 217.05EXISTING GUARDRAILNCDOT RIGHT-OF-WAY24" DIP SANITARY SEWERTO BE DEMOLISHED, SEENOTE 742" SANI
T
A
R
Y

S
E
W
E
R42" SANITARY SEWER42" SANITARY SEWERMH-8RIM: 221.08, BOTTOM CL: 202.49,*INVERTS ARE VERY RECESSED,24" PVC & 8" DIP INVERTS NOT VISIBLEFIREHOSE HOUSEBRICK WALLFIREHOSE HOUSE22422522622722822822722622522722621821922022122221750' CITY OF RALEIGHSANITARY SEWEREASEMENTTEMPORARY 20'CONSTRUCTION EASEMENTTEMPORARY VARIABLE WIDTH CONSTRUCTION EASEMENTVARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENTSEE PROFILEON SHEET C2.105' 12" DR18 C900 PVC6" LATERAL12" SANITARY SEWER
CLASS 2 RIPRAP 24"DEEP, 10' WIDE WITHFILTER FABRICTO BE ABANDONED,SEE NOTES 2 AND 3VARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENTVARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENTSSMH-9000RIM EL 227.60GROUND EL 227.40INV OUT (SE) 214.55INV IN (WNW) 12" 214.60INV IN (NW) 4" 218.40TO BE REPLACEDVARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENT30' CITY OF RALEIGHSANITARY SEWEREASEMENT42" SANITARY SEWER42" SANITARY SEWERFUTURE BUILDINGHISTORIC SCALE HOUSENOT TO BE DISTURBEDAPPROXIMATE LOCATION OF MW-2TO BE ABANDONED2232222212202282
2
9227226 EX. WATER SERVICE TOBE REROUTED100-YEAR FLOODPLAINNCDOT DRAINAGE EASEMENTDB 5015 PG 780BM 2012 PG 116830' DUKE ENERGY EASEMENTDB 3419 PG 975BM 2012 PG 1168SSMH-1320RIM EL 219.55GROUND EL 219.55INV OUT (SE) 207.70INV IN (W) 207.80TO BE ABANDONEDSEE NOTES 2 & 3CONCRETE SLABMH-9RIM: 220.63, BOTTOM CL: 202.93*IN IN IS CAPPED*2002052102152202252302002052102152202252309+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+75302.63 LF OF 42" SN 72 FRPMP @ 0.50% 12" VCP SANITARY SEWERINV 213.79TO BE ABANDONED 4" LATERALTO BE ABANDONED TEL SER 36" RCP STORM SEWERINV 212.16110.41 LF OF 42" SN 72 FRPMP @ 0.50%INV OUT: 208.29 (42" NE)INV IN: 208.39 (42" SW)INV IN: 211.00 (12" NW)SSMH 11STA 19+51.23RIM = 226.008' DIA EPOXY COATEDF&C S-27INV OUT: 206.68 (42" NW)INV IN: 206.78 (42" SW)SSMH 10
STA 16+48.60
RIM = 227.68
8' DIA
EPOXY COATED
F&C S-27
INV OUT: 202.93 (42" E)INV IN: 203.04 (42" W)9 (8' DIA)
STA 10+00
RIM 220.99 APPROX. 100-YR FLOODPLAINELEV = 225.0SSMH 9C
STA 15+38.19
RIM = 229.29
8' DIA
EPOXY COATED
F&C S-27
SSMH 9B
STA 11+46.22
RIM = 222.01
8' DIA EPOXY COATED
F&C S-27
SSMH 9A
STA 10+51.09
RIM = 222.46
8' DIA. EPOXY COATED
F&C S-27INV OUT: 206.03 (42" NE)INV IN: 206.13 (42" SE)391.97 LF OF 42" SN 72 FRPMP @ 0.50%95.13 LF OF 42" SN 72 FRPMP @ 0.50%51.09 LF OF 42" SN 72 FRPMP @ 0.68%INV OUT: 203.97 (42" SE)INV IN: 204.07 (42" SW)INV OUT: 203.39 (42" E)INV IN: 203.49 (42" NW)SSMH 10
STA 16+48.60
RIM = 227.68
TV SERVELEC SERVWATER SERV (TO BE REROUTED)UNKNOWN UTILUNKNOWN UTILWATER SERV (TO BE REROUTED)TELE SERVELEC SERVTV SERVUNK UTIL6" LATERALWITH INSIDE DROPEXISTING GRADE0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.5PLAN AND PROFILEC2.010SCALE 1"=30' AT ORIGINAL SIZE60'453015MATCH LINE SEE C2.02
PLANSCALE 1"=30'NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGHSTANDARDS, DETAILS, AND SPECIFICATIONS.2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OFMANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR ASDICTATED BY PIPE BACKFILL REQUIREMENTS.4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEWMANHOLE. LATERALS TO BE FIELD CORE INTO MANHOLE.5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE CHANNEL TO DIRECT FLOWTOWARDS NEW SEWER PIPE.6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILLCONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES NOT ENTER BUILDINGS VIAEXISTING LATERALS.7.DEMOLISH EXISTING SANITARY SEWER ACROSS THE STREAM FROM MANHOLE TOMANHOLE.8.NOT USED.9.NOT USED.10.ALL SOIL STOCKPILES SHALL BE LOCATED AT LEAST 50 FEET FROM SURFACE WATERS.11.CONTRACTOR SHALL SET SSMH 10 INV OUT ELEVATION AT 203.39 AND ADJUST SLOPEBETWEEN SSMH 9 AND 10 ACCORDINGLY AS NECESSARY TO CONNECT TO EX SSMH 9.MINIMUM ALLOWABLE SLOPE IS 0.5%PROFILESCALE: HOR 1"=30' | VER 1"=5'MATCH LINE SEE C2.02 NRALEIGH BONDED EMPIRE LLC133 FAYETTEVILLE STREET MALL FL 6RALEIGH NC 27601-1356This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________30'20'CREEK CROSSING 1CREEKCROSSING 2WAKE FOREST
ROAD
TO
CAP
ITAL
BLVD
RAMPVARIABLE
W
IDTH
PUBL
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/WWAKE FOREST ROAD TO CAPITAL BLVD RAMPVARIABLE WIDTH PUBLIC R/WFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
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ZONE 1C A P I T A LB O U L E V A R D(SOUTHBOUND)SSSSGDWSSSINLETW A K E FOREST CAPITAL BOULEVARD (SOUTHBOUND)GB-09GB-12GB-13US-1/SR-401US-1/SR-401DDDC A P I T A L BLVD FRONTAGE ROAD1615149003121321+0022+0023+0024+0025+0026+0027+0028+0029+0050' CITY OF RALEIGHSANITARY SEWER EASEMENTTEMPORARY 20'CONSTRUCTION EASEMENT36" SANITARY SEWER36" SANITARY SEWER3
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36" SANITARY SEWER42" SANITARY SEWER24" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 48" DIP SANITARY SEWERTO BE ABANDONEDSEE NOTE 424" VCP SANITARY SEWERTO BE ABANDONED SEE NOTE 46" SERVICE LATERAL,SEE NOTE 5 & 624" VCP SANITARY SEWERTO BE CIPP LINED24" DIP SANITARY SEWERTO BE ABANDONED INSEE NOTE 4SERVICE LATERAL5 LF MIN. OF 24" DR18 C900PVC SANITARY SEWERSEE PROFILE AON SHEET C2.1224" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 4SSMH-9010RIM EL 230.00GROUND EL 230.00INV OUT (E) 218.90INV IN (W) 219.05INV IN (NE) 221.00TO BE ABANDONEDSEE NOTES 2 & 3SSMH-9011RIM EL 229.55GROUND EL 229.60INV OUT (NE) 217.55INV IN (W) 217.60INV IN (SW) 218.65TO BE REHABILITATEDSSMH-9003RIM EL 226.70GROUND EL 226.40INV OUT (E) 215.95INV IN (NE) 216.15 (PLUGGED)INV IN (SW) 216.05TO BE REPLACEDSSMH-9004RIM EL 226.75GROUND EL 226.45℄ EL 217.25 (FILLED W/ DIRT)TO BE ABANDONEDSEE NOTES 2 & 324" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 4SSMH-1292RIM EL 221.00GROUND EL 220.70INV OUT (E) 210.45INV IN (W) 210.50TO BE ABANDONEDSEE NOTES 2 & 3SSMH-1291RIM EL 219.15GROUND EL 219.15INV OUT (E) 210.20INV IN (W) 210.25TO BE ABANDONEDSEE NOTES 2 & 3GI-1638RIM EL 226.70INV IN (N) 219.9530" RCP STORM SEWEROTI-1636RIM EL 225.15INV OUT (S) 220.65INV IN (N) 220.8030" RCP STORM SEWERINV 221.0530" RCP STORM SEWERINV 221.2518" RCP STORM SEWERINV 221.40STMH-1198RIM EL 228.75INV OUT 224.90STMH-6311RIM EL 228.85INV IN & OUT 223.9518" RCP STORM SEWERINV 223.0018" RCP STORM SEWERSSMH-1639RIM EL 226.85GROUND EL 226.85INV OUT (S) 222.75INV IN (NW) 222.90INV IN (NE) 223.05TO BE ABANDONEDSEE NOTES 2 & 3TOP HEADWALL EL 225.70INV CULVERT EL 212.143/4" IPFN 747,133.47E 2,110,077.843/4" IPFN 747,143.87E 2,110,075.23VARIABLE WIDTHSANITARY SEWER EASEMENTBM 1993 PG 16124" DIP SANITARY SEWERTO BE ABANDONED SEE NOTE 6WATER HOT BOX230229228231229228229231227TEMPORARY CONSTRUCTIONEASEMENTLIGHT POST TO BE RELOCATEDOUTSIDE OF EASEMENT22622522722522622722
8 227230226220221222223228225224225POSITIVE SHORING WIDTHBEGIN NCDOT MANDATEDPOSITIVE SHORING INSERVICE ROAD20521021522022523023520521021522022523023519+7520+0021+0022+0023+0024+0025+0026+0027+0028+0029+0029+75467.19 LF OF 36" SN 72 FRPMP @ 0.50%129.32 LF OF 36" SN 72 FRPMP @ 0.50%259.97 LF OF 42" SN 72 FRPMP @ 0.50%129.85 LF OF 36" SN 72 FRPMP @ 0.50%57.32 LF OF 36" SN 72 FRPMP @ 0.50% WATER SERV 8" DIP SAN SEWERINV 222.18TO BE ABANDONED ELEC SERV TEL SERV FIB OPTIC18" RCP STORM SEWERINV 222.15UTILITY EASEMENTNCDOT R/WINV OUT: 212.20 (36" NE)INV IN: 212.30 (36" SW)INV OUT: 212.95 (36" NE)INV IN: 213.05 (36" SW)SSMH 16STA 27+02.22RIM = 228.457' DIA EPOXY COATEDF&C S-26
SSMH 15
STA 25+72.91
RIM = 227.44
7' DIA EPOXY COATED
F&C S-26
SSMH 14
STA 25+15.58
RIM = 227.13
7' DIA EPOXY COATED
F&C S-26INV OUT: 211.81 (36" E)INV IN: 211.91 (36" SW)SSMH 12
STA 21+25.76
RIM = 226.37
8' DIA EPOXY COATED
F&C S-26
174.54 LF OF 42" SN 72 FRPMP @ 0.50%INV OUT: 209.26 (42" NE)INV IN: 209.36 (42" W)INV OUT: 210.66 (42" E)INV IN: 211.16 (36" W)INV IN: 213.00 (24" S)SSMH 13
STA 23+85.73
RIM = 225.64
8' DIA EPOXY COATED
F&C S-26 BEGIN NCDOT MANDATEDPOSITIVE SHORING INSERVICE ROAD12" WATER MAINGAS SERVELEC SERV30" RCP STORM SEWERINV 221.2524" PVC STORM SEWER(2) 6" LATERALWITH INSIDE DROPEXISTING GRADE0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.5NPLAN AND PROFILEC2.020SCALE 1"=30' AT ORIGINAL SIZE60'453015100-YEAR FLOODPLAINNOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGHSTANDARDS, DETAILS, AND SPECIFICATIONS.2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOMOF MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE ORAS DICTATED BY PIPE BACKFILL REQUIREMENTS.4.SEWER PIPES TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILLCONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILLDOES NOT ENTER BUILDINGS VIA EXISTING LATERALS.5.DETERMINE IF EXISTING LATERAL IS ACTIVE AND RECONNECT IF NECESSARY.6.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEWMANHOLE. LATERAL TO BE FIELD CORE DRILL INTO MH.MATCH LINE SEE C2.03
MATCH LINE SEE C2.01PLANSCALE 1"=30'MATCH LINE SEE C2.01
MATCH LINE SEE C2.03
PROFILESCALE: HOR 1"=30' | VER 1"=5'RALEIGH BONDED EMPIRE LLC133 FAYETTEVILLE STREET MALL FL 6RALEIGH NC 27601-1356RALEIGH BONDED EMPIRE LLC133 FAYETTEVILLE STREET MALL FL 6RALEIGH NC 27601-1356This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
W / LTW / LTW / LTW / LTLTLTLTW / LTW / LTW / LTW / LTW / LTW / LTLTLTLTLTZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 21817D10+00
D10+64
179418A18B30+0031+0032+0033+0034+0035+0036+0037+0038+0039+008" DIP SANITARY SEWERTO BE ABANDONEDSEE NOTE 524" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 510" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 510" SANITARY SEWER10" VCP SANITARY SEWERTO BE ABANDONEDSERVICELATERAL8" PVC SANITARYSEWER8" PVC SANITARY SEWERTO BE ABANDONED, SEE NOTE 58" C900 SANITARY SEWERSEE PROFILE D ON SHEET C2.108" PVC SANITARY SEWERTO BE ABANDONEDSEE NOTE 524" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 5SERVICELATERALSINLET PROTECTION (TYP)SSMH-9005RIM EL 231.90GROUND EL 231.90INV OUT (E) 220.40INV IN (W) 220.50INV IN (N) 220.80TO BE ABANDONEDSEE NOTE 2 & 3SSMH-9012RIM EL 234.30GROUND EL 234.30INV OUT (S) 224.10INV IN (N) 224.15INV IN (N) 228.95INV IN (E) 225.40±TO BE REMOVEDSSMH-9013RIM EL 233.15GROUND EL 233.15INV OUT (W) 228.35INV IN (N) 228.80TO BE ABANDONEDSEE NOTE 2 & 3SSMH-9015RIM EL 231.40GROUND EL 231.40INV OUT (S) 222.90INV IN (W) 223.30INV IN (NE) 223.50TO BE ABANDONED8" PVC SANITARY SEWERTO BE ABANDONEDSEE NOTE 5SSMH-9014RIM EL 232.05GROUND EL 231.75INV OUT (E) 224.35INV IN (W) 224.45TO BE ABANDONED,SEE NOTE 2 & 3GI-1790RIM EL 229.80INV OUT (N) 227.3054" RCP STORM SEWER18" RCP STORM SEWERGI-1782RIM EL 231.60INV OUT (S) 222.90INV IN (N) 223.60GI-1783RIM EL 230.90INV OUT (S) 224.6042" RCP STORM SEWERGI-870RIM EL 232.45INV OUT (SW) 228.9515" RCP STORM SEWERGI-859RIM EL 232.75INV OUT (SW) 230.45INV IN (W) 230.60INV IN (NE) 230.4515" RCP STORM SEWERGI-860RIM EL 233.95INV OUT (E) 231.35SSMH-1794RIM EL 232.85MH IS FLUSHINV OUT (S) 224.55INV IN (N) 224.60TO BE REPLACED54" RCPINV EL 221.3520' SANITARY SEWER EASEMENTBM 1981 PG 3994C A P I T A L B O U L E V A R D (SOUTHBOUND)CAPITAL BOULEVARD (NORTHBOUND)SSWWWWINLETSWSSSWHBSCAPITAL BOULEVARD (SOUTHBOUND)TBMTOP OF HYDRANTELEVATION = 235.52'CAPITAL BOULEVARD (NORTHBOUND)GB-08TMW-02TMW-06US-1/SR-401US-1/SR-401IPIPIPIPIP36" SANITARY SEWER36" SANITARY SEWER36" SANITARY SEWERSSMH-9006RIM EL 235.30GROUND EL 235.30INV OUT (E) 222.45INV IN (W) 222.50INV IN (NE) 223.30TO BE ABANDONEDSEE NOTE 2 & 3235234233238237236232233234VARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENTVARIABLE WIDTHTEMPORARY CONSTRUCTIONEASEMENT6" SERVICELATERAL, SEENOTES 6, 7, 8 & 96" SERVICELATERAL, SEENOTES 6, 7, 8 & 9EDGE OF TRAVEL LANE10" SANITARY SEWER, SEEPROFILE ON SHEET C2.10INLET PROTECTION23536" SANITARY SEWERPOSITIVE SHORING WIDTH8" SANITARY SEWER21021522022523023524024521021522022523023524024529+5030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0039+25 UNKNOWN SERV 4" WATER SERV GAS SERV TEL SERV 42" RCP STORM SEWERINV 224.39 WATER SERV 15" RCP STROM SEWERINV 230.15 ELEC SERV WATER SERV WATER SERV GAS SERV TEL SERV WATER SERV UNKNOWN SERV SAN SEWER(TO BE ABANDONED)INV 224.04455.63 LF OF 36" SN 72 FRPMP @ 0.50%54" RCP STORM SEWER15" RCP STORM SEWERUNKNOWN SERVSSMH 18
STA 36+25.04
RIM = 233.87
7' DIA EPOXY COATED
F&C S-26INV OUT: 217.77 (36" NE)INV IN: 217.87 (36" SW)INV IN: 219.53 (10" NW)SSMH 17
STA 31+69.41
RIM = 231.50
7' DIA EPOXY COATED
INSIDE DROP
F&C S-26INV OUT: 215.39 (36" NE)INV IN: 215.49 (36" SW)INV IN: 219.36 (8" N)467.19 LF OF 36" SN 72 FRPMP @ 0.50%449.39 LF OF 36" SN 72 FRPM @ 0.50%EXISTING GRADEINSIDE DROP0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.50SCALE 1"=30' AT ORIGINAL SIZE60'453015NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH STANDARDS, DETAILS, AND SPECIFICATIONS.2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OF MANHOLE WITH NATIVE SOIL AND 6INCHES OF TOP SOIL TO FINISHED GRADE OR AS DICTATED BY PIPE BACKFILL REQUIREMENTS.4.NOT USED.5.SEWER PIPES TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL CONCRETE OR CELLULAR CONCRETEPROVIDE MEASURES TO ASSURE FILL DOES NOT ENTER BUILDINGS VIA EXISTING LATERALS.6.DETERMINE IF EXISTING LATERAL IS ACTIVE AND RECONNECT IF NECESSARY.7.NEW LATERALS BELOW/NEAR EXISTING WATER SERVICES SHALL BE RELOCATED TO MAINTAIN A MINIMUM 5 FOOT HORIZONTALSEPARATION BETWEEN WATER AND SEWER LINES TO THE MAXIMUM EXTENT PRACTICAL.8.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW MANHOLE.9.CORE DRILL OPENINGS IN MANHOLE FOR INSTALLATION OF NEW PIPE.NMATCH LINE SEE C2.04
MATCH LINE SEE C2.02
MATCH LINE SEE C2.02
MATCH LINE SEE C2.04
PROFILESCALE: HOR 1"=30' | VER 1"=5'PLANSCALE 1"=30'HARRIS WHOLESALE INC420 CIVIC BLVDRALEIGH NC 27610-2967HERTZ EQUIPMENT RENTAL CORPACCOUNTING DEPT-1N225 BRAE BLVDPARK RIDGE NJ 07656-1870This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________PLAN AND PROFILEC2.03RALEIGH BONDED EMPIRE LLC133 FAYETTEVILLE STREET MALL FL 6RALEIGH NC 27601-1356FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
R30'INLETINLETDDW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTZONE 2 ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1C A P I T A L B O U L E V A R D (SOUTHBOUND)SWWWWGWWWHHSWHBC A P I T A L B O U L E V A R D (SOUTHBOUND)C A P I T A L B O U L E V A R D (NORTHBOUND)C A P I T A L B O U L E V A R D (NORTHBOUND)INLETINLETDDGB-05GB-06MW-1TMW-01US-1/SR-401US-1/SR-401IPIPIPIPIP232221192039+0040+0041+0042+0043+0044+0045+0046+0047+0048+00EOP℄1:1 SLOPE LINE(TYP)23'EOP46'EOPEOP47'25'℄12'11.5'50'PROGRESS ENERGY CAROLINA'SMILBURNIE-MORDECAI115K TRANSMISSION LINEEASEMENT56'12'15'9'ABOVE GROUND CONSTRUCTION ACTIVITYTO REMAIN A MIN OF 30' FROM ELECTRICALTRANSMISSION MAIN POLE NO 8912'X20' RECEIVING PIT12'x40' LAUNCHING PIT12'x40" LAUNCHING PIT6" SERVICELATERAL,SEE NOTE 6SERVICE LATERALSERVICE LATERALTO BE ABANDONED6" LATERAL SEE NOTE 5 & 648" STEEL CASING WITH12" SANITARY SEWERJACK AND BORE SEESHEET C2.116" LATERALS,SEE NOTES 5 & 612" VCP SANITARY SEWERTO BE ABANDONED SEE NOTE 7INLET PROTECTION (TYP)6 FT DIA CONCRETE FOOTING, 1 FT SOIL COVER ABOVE FOOTING &17 FT TO BOTTOM OF FOOTING, 100 FT TALL TOWERSSMH-9007RIM EL 236.20GROUND EL 236.10INV OUT (E) 223.75INV IN (W) 223.95INV IN (W) 228.95TO BE ABANDONEDSEE NOTES 2 & 3(2) 24" VCP SIDE BY SIDENORTH PIPE INACTIVEALSO 4" DIP IN SAMEDIRECTION ABANDONED24" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 4SSMH-9008RIM EL 238.65GROUND EL 238.65INV OUT (E) 226.40INV IN (W) 226.45INV IN (NE) 227.75INV IN (SW) 227.20TO BE ABANDONEDSEE NOTES 2 & 324" VCP SANITARY SEWERTO BE ABANDONED SEE NOTE 48" DIP SEALED INSIDE 12" VCPGI-1777RIM EL 237.05INV OUT 233.9518" RCP STORM SEWERINV 231.5548" RCP STORM SEWERINV 223.1018" RCP STORM SEWERINV 229.65GI-1780RIM EL 234.75INV OUT (S) 232.15STCI-11111RIM EL 235.80INV IN (E) 231.55INV OUT (N) 231.50STCI-11109RIM EL 236.20INV IN (E) 230.45INV OUT (N) 230.15STMH-11108RIM EL 236.75INV OUT (W) 231.60TBMTOP OF HYDRANTEL 240.90CMFR/W MONUMENTN 746,313.30E 2,108,094.86NOTE: IT APPEARSTHAT A PIPE CUTOR UNDERGROUNDJUNCTION BOX MAYEXIST HERE TO TIEINTO THE 48" RCP15" RCP STORM SEWERSTCI-11125 (DISTURBED)RIM EL 238.55INV OUT (N) 236.20NOTE: CONCRETE POUREDINSIDE STRUCTURENOTE: IT APPEARS THAT APIPE CUT OR UNDERGROUNDJUNCTION BOX MAY EXISTHERE TO TIE INTO THE 48" RCP36" SANITARY SEWER36" SANITARY SEWER36" SANITARY SEWERSTMH-11101RIM EL 236.75INV OUT (W) 232.0524" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 4VARIABLE WIDTHTEMPORARYCONSTRUCTIONEASEMENT24023923824123723623823924024124236" SANITARY SEWER60" STEEL CASING WITH36" SANITARY SEWERJACK AND BOREINLET PROTECTION(TYP)INLET PROTECTIONEDGE OF TRAVEL LANEPOSITIVE SHORING WIDTHPOSITIVE SHORING WIDTH21021522022523023524024525021021522022523023524024525039+2540+0041+0042+0043+0044+0045+0046+0047+0048+00122.61 LF OF 36" SN 72 FRPMP @ 0.50% ELEC SERV WATER SERVTO BE RELOCATED 48" RCP STORM SEWERINV 226.97 GAS SERV ELEC SERV GAS SERV WATER SERV SEWER LATTO BE ABADNONED GAS SERV WATER SERV SEWER LATTO BE ABANDONED TEL SERV249.57 LF OF 36" SN 72 FRPMP @ 0.50%57.78 LF OF 36" SN 72 FRPMP @ 0.50%208 LF OF 60" STEEL CASINGMIN 0.844" WALL THICKNESSJACK AND BORE360.27 LF OF 36" SN 72 FRPMP @ 0.50%31.93 LF OF 36" SN 72 FRPMP @ 0.50%SSMH 22
STA 44+13.70
RIM = 238.93
7' DIA EPOXY COATED
F&C S-26INV OUT: 222.83 (36" NE)INV IN: 222.93 (36" SW)SSMH 23STA 45+36.31RIM = 240.007' DIA EPOXY COATEDF&C S-26
INV OUT: 222.12 (36" NE)INV IN: 222.22 (36" SW)SSMH 21
STA 41+64.13
RIM = 236.00
7' DIA EPOXY COATED
F&C S-26
SSMH 19
STA 40+74.43
RIM = 235.99
7' DIA EPOXY COATED
F&C S-26INV OUT: 220.77 (36" NE)INV IN: 220.87 (36" SW)INV OUT: 220.12 (36" NE)INV IN: 220.22 (36" SW)INV OUT: 220.38 (36" NE)INV IN: 220.48 (36" SW)INV IN: 223.36 (12" SE)SSMH 20
STA 41+06.35
RIM = 235.99
7' DIA EPOXY COATED
F&C S-26
449.39 LF OF 36" SN 72 FRPMP @ 0.50%WATER SERVWATER SERV6" LATERALWITH INSIDEDROP6" LATERALWITH INSIDEDROP6" LATERALWITH INSIDEDROPEXISTING GRADE0SCALE 1"=30' AT ORIGINAL SIZE60'4530150SCALE 1"=5' AT ORIGINAL SIZE2.510'57.5MATCH LINE SEE C2.03
MATCH LINE SEE C2.03
MATCH LINE SEE C2.05MATCH LINE SEE C2.05
PROFILESCALE: HOR 1"=30' | VER 1"=5'THOMAS A WILLIAMS TRUST1022 WASHINGTON STRALEIGH NC 27605-1258BIGGERSTAFF & CRAWLEY CAPITAL LLC123 CRAWFORD RDHILLSBOROUGH NC 27278-9415PLANSCALE 1"=30'N1:1 SLOPELINE (TYP)40'LAUNCHING PIT56' PROGRESS ENERGYCAROLINA'SMILBURNIE-MORDECAI115K TRANSMISSION LINEEASEMENT20'RECEIVINGPITHARRIS WHOLESALE INC420 CIVIC BLVDRALEIGH NC 27610-2967This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________PLAN AND PROFILEC2.04NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGHSTANDARDS, DETAILS, AND SPECIFICATIONS.2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OFMANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR ASDICTATED BY PIPE BACKFILL REQUIREMENTS.4.SEWER PIPES TO BE ABANDONED IN PLACE. COMPLETELY FILL WITH FLOWABLE FILLCONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ENSURE FILL DOES NOTENTER BUILDINGS VIA EXISTING LATERALS.5.NEW LATERALS BELOW/NEAR EXISTING WATER SERVICES SHALL BE RELOCATED TOMAINTAIN A 5 FOOT HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES TO THEMAXIMUM EXTENT PRACTICAL.6.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTO MANHOLE.FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
W / LTW / LTLTLTLTLTLTLTLTW / LTW / LTW / LTW / LTW / LTW / LTW / LTZO
N
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ZONE 12625243748+0049+0050+0051+0052+0053+0054+00B O U L E V A R D (N O R T H B O U N D)WWSWSDSC A P I T A L B O U L E V A R D (SOUTHBOUND)C A P I T A L B O U L E V A R D (NORTHBOUND)DGB-01GB-03GB-04GB-05SD60" STEEL CASING WITH8" SANITARY SEWERJACK AND BORESEE SHEET C2.1224" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 2WATER SERVICEINLET PROTECTION (TYP)8" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 28" VCP SANITARY SEWERTO BE ABANDONED, SEENOTE 2SSMH-9009RIM EL 240.35GROUND EL 240.35INV OUT (E) 228.10INV IN (W) 228.15INV IN (NW) 229.45TO BE ABANDONEDSEE NOTES 6 & 724" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 28" DIP SANITARY SEWERTO BE ABANDONEDSEE NOTE 2SSMH-630RIM EL 241.67GROUND EL 241.70INV OUT (S) 232.35INV IN (W) 235.70TO BE ABANDONED8" VCP SANITARY SEWERTO BE ABANDONEDSSMH-6318RIM EL 247.25INV OUT (NE) 240.10INV IN (SW) 240.20INV IN (NW) 241.90TO BE ABANDONED24" VCP SANITARY SEWERTO BE ABANDONED, SEENOTE 2SSMH-1174ARIM EL 241.95INV OUT (E) 229.90INV IN (W) 230.00INV IN (S) 234.05TO BE ABANDONEDSEE NOTES 6 & 7SERVICE LATERALTO BE ABANDONEDSTDI-1774RIM EL 239.00INV OUT (S) 232.45INV IN (N) 232.9530" RCP STORM SEWER30" RCP STORM SEWERSTMH-1773RIM EL 241.75INV OUT (S) 235.00INV IN (N) 235.0030" RCP STORM SEWERSTDI-11116RIM EL 241.85INV IN (E) 328.20INV IN (W) 238.15INV OUT (S) 238.25IPIP12" RCP STORM SEWERINV 239.8518" RCP STORM SEWERINV 239.8515" RCP STORM SEWERSTMH-6314RIM EL 248.10INV OUT (SW) 243.20INV IN (N) 243.4015" RCP STORM SEWERSTMH-6315RIM EL 247.20INV OUT (SW) 242.70INV IN (NE) 243.1015" RCP STORM SEWERSTMH-1776RIM EL 243.90INV IN (NW) 236.80INV OUT (SE) 236.6042" RCP STORM SEWER15" RCP STORM SEWERSTGI-6317RIM EL 255.00INV OUT (SE) 242.3042" RCP STORM SEWERASSUMED LOCATION OFBURIED JUNCTION BOXABANDONED ACCORDINGTO FIELD INVESTIGATIONSERVICE LATERALTO BE ABANDONED8" DIP SANITARY SEWERTO BE ABANDONED6" LATERAL,SEE NOTE 336" SANITARY SEWER36" SANITARY SEWER36" SANITARY SEWERABANDONED ACCORDINGTO FIELD INVESTIGATIONTOP OF HYDRANTELEVATION = 248.79STGI-6312RIM EL 247.50INV OUT (SW) 244.50248247246244
243242252251250249241VARIABLE WIDTHTEMPORARYCONSTRUCTIONEASEMENTPOSITIVE SHORING WIDTHEDGE OF TRAVEL LANE6" LATERAL,SEE NOTE 3246245244POSITIVE SHORING WIDTHEND OF NCDOTMANDATED POSITIVESHORING22022523023524024525025522022523023524024525025547+7548+0049+0050+0051+0052+0053+0054+0054+25356.23 LF OF 36" SN 72 FRPMP @ 0.50% WATER SER GAS SER154.09 LF OF 36" SN 72 FRPMP @ 0.50%30" RCP STORM SEWERINV 236.79INV OUT: 225.60 (36" NE)INV IN: 225.70 (36" SW)INV IN: 230.00 (8" SE)SSMH 25
STA 50+50.67
RIM = 243.38
6' DIA EPOXY COATED
F&C S-26
INSIDE DROPINV OUT: 227.48 (36" NE)INV IN: 227.58 (36" W)SSMH 26STA 54+06.91RIM = 249.266' DIA EPOXY COATEDF&C S-26
SSMH 24
STA 48+96.58
RIM = 242.00
EPOXY COATED
F&C S-26INV OUT: 224.73 (36" NE)INV IN: 224.83 (36" SW)WATER SERVUNK SERV15" RCP STORM SEWERINV 243.40WATER SERVEND OF NCDOT MANDATEDPOSITIVE SHORING INSERVICE ROADTEL SER360.27 LF OF 36" SN 72 FRPMP @ 0.50%EXISTING GRADE6" LATERALWITH INSIDEDROP0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.50SCALE 1"=30' AT ORIGINAL SIZE60'453015MATCH LINE SEE C2.04
NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OFRALEIGH STANDARDS, DETAILS, AND SPECIFICATIONS.2.SEWER PIPES TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITHFLOWABLE FILL CONCRETE OR CELLULAR CONCRETE PROVIDE MEASURESTO ASSURE FILL DOES NOT ENTER BUILDINGS VIA EXISTING LATERALS.3.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TONEW MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTOMANHOLE.4.NOT USED5.NOT USED.6.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.7.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THEBOTTOM OF MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TOFINISHED GRADE OR AS DICTATED BY PIPE BACKFILL REQUIREMENTS.MATCH LINE SEE C2.04PROFILESCALE: HOR 1"=30' | VER 1"=5'SOUTHERLAND EMPIRE CENTRE LLCWILL WEATHERSPOON203 E WHITAKE MILL RD STE 109RALEIGH NC 27603SOUTHERLAND EMPIRE CENTRE LLCWILL WEATHERSPOON203 E WHITAKE MILL RD STE 109RALEIGH NC 27603PLANSCALE 1"=30'NThis Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
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HO SFF
MATCH LINE SEE C2.06MATCH LINE SEE C2.06
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________MATCH LINE SEE C2.12PLAN AND PROFILEC2.05FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
EXISTING GRADE22523023524024525025526026527027522523023524024525025526026527027553+7554+0055+0056+0057+0058+0059+0060+0061+0062+0062+50243.53 LF OF 36" SN 72 FRPMP @ 0.50% GAS SER 12" WATER LINE WATER SER WATER SER GAS SER120.87 LF OF 36" SN 72 FRPMP @ 0.50%227.70 LF OF 36" SN 72 FRPMP @ 0.50%67.25 LF OF 36" SN 72 FRPMP @ 0.50%225.01 LF OF 36" SN 72 FRPMP @ 0.50%203 LF OF 60" STEEL CASINGMIN 0.844" WALL THICKNESSJACK AND BOREWATER SERV15" STORM DRAINROAD EDGESLOPE 1:1ROAD
E
D
G
E
SLOPE
1
:
1
CLROAD36'SANITARYSEWEREASEMENTNCDOT R/WNCDOT R/W42" RCP STORM SEWEREOP
EOPAPPROX. 100-YR FLOODPLAINELEV = 253.7INV OUT: 229.15 (36" E)INV IN: 229.35 (36" S)SSMH 29
STA 59+42.71
RIM = 252.03
6' DIA EPOXY COATED
F&C S-26INV OUT: 230.57 (36" N)INV IN: 230.67 (36" SW)SSMH 28
STA 56+99.18
RIM = 257.71
7' DIA EPOXY COATED
F&C S-26
INV OUT: 227.48 (36" NE)INV IN: 227.58 (36" W)SSMH 26
STA 54+06.91
RIM = 249.26
7' DIA EPOXY CAOTED
F&C S-26
SSMH 30STA 60+63.59RIM = 251.996' DIA EPOXY COATEDF&C S-26INV OUT: 231.27 (36" NE)INV IN: 231.37 (36" SW)INV OUT: 228.71 (36" E)INV IN: 228.81 (36" W)INV IN: 250.14 (8" N)SSMH 27
STA 56+31.92
RIM = 256.57
7' DIA EPOXY COATED
F&C S-26WATER SERVWATER SERV6" LATERALWITH INSIDE DROPLTLTW / LTW / LTW / LTW / LTW / LTW / LTLTLTLTLTW / LTW / LTLTZONE 1ZONE 1ZONE 2IPSSSSSINLETCAPITAL BOULEVARD (SOUTHBOUND)GB-01F
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TO BE ABANDONED293028262727A27B54+0055+0056+0057+0058+0059+0060+0061+0062+0018" RCP STORM SEWERSERVICE LATERALSTCIGRATE EL 251.70INV OUT (S) 247.80INV IN (N) 248.00SSMH-1907RIM EL 252.85INV OUT (E) 243.85INV IN (SW) 244.15TO BE ABANDONED,SEE NOTE 2 & 3SSMH-1906RIM EL 252.55INV OUT (NE) 242.60INV IN (W) 243.55TO BE ABANDONED,SEE NOTE 2 & 3STCBRIM EL 251.15INV INACCESSIBLE18" RCP STORM SEWERINV 249.20CREEK ℄EL 237.70TOP HEADWALLEL 251.20INV CULVERTEL 235.30SSMH-1909RIM ELEV 250.35INV OUT (E) 245.65INV IN (SW) 245.85TO BE ABANDONED,SEE NOTE 2 & 38" VCP SANITARY SEWERTO BE ABANDONED, SEE NOTE 6SSMH-1908RIM ELEV 252.55INV OUT (NE) 245.35INV IN (W) 245.55TO BE ABANDONED,SEE NOTE 2 & 3STOTRIM EL 252.50INV IN (E) 246.0 (+/-)PIPES NOT VISIBLETOP HEADWALLEL 251.35INV CULVERTEL 236.4018" RCP STORM SEWER8" VCP SANITARY SEWERTO BE ABANDONED, SEENOTE 612" VCP SANITARY SEWERTO BE ABANDONED, SEE NOTE 618" RCP STORM SEWER8" VCP SANITARY SEWERTO BE ABANDONED, SEE NOTE 6STCBTOP EL 251.90INV OUT INACCESSIBLESERVICE LATERALTO BE ABANDONED,SEE NOTE 642" RCP STORM SEWER4" SERVICE LATERALTO BE ABANDONEDSSMH-1315RIM EL 261.43INV OUT (S) 256.48INV IN (N) 256.53STGI-6317RIM EL 255.00INV OUT (SE) 242.306" LATERALCMFR/W MONUMENTN 745,809.32E 2,107,021.0336" SANITARY SEWER36" SANITARY
SEWER36" SANITARY SEWER36" SANITARY SEWER25525425325625525425725
5
2
5
6
270271269268251VARIABLE WIDTHTEMPORARYCONSTRUCTIONEASEMENT8" VCP SANITARY SEWERTO BE ABANDONED, SEENOTE 612'X40' LAUNCHING PIT60" STEEL CASING WITH36" SANITARY SEWERJACK AND BORE8" SANITARY SEWER,SEE PROFILE ON SHEETC2.106" LATERAL, SEE NOTE 46" LATERAL, SEE NOTE 412'X20' RECEIVING PIT249250CAP2
7
0
2
6
9
2
5
7
267256254253 251252253252257258259260STCIGRATE EL 256.94INV OUT (S) 253.9918"
R
C
P0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.50SCALE 1"=30' AT ORIGINAL SIZE60'453015PLANSCALE 1"=30'PROFILESCALE: HOR 1"=30' | VER 1"=5'MATCH LINE SEE C2.05CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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HO SFF MATCH LINE SEE C2.07NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCEWITH CITY OF RALEIGH STANDARDS, DETAILS, ANDSPECIFICATIONS.2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPESAT MANHOLES.3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOWGRADE. FILL THE BOTTOM OF MANHOLE WITH NATIVESOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE ORAS DICTATED BY PIPE BACKFILL REQUIREMENTS.4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FORCONNECTION TO NEW MANHOLE. NEW LATERALS TO BEFIELD CORE DRILLED INTO MANHOLE.5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLECHANNEL TO DIRECT FLOW TOWARDS NEW SEWER PIPE.6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELYFILL WITH FLOWABLE FILL CONCRETE OR CELLULARCONCRETE AND PROVIDE MEASURES TO ASSURE FILLDOES NOT ENTER BUILDINGS VIA EXISTING LATERALS.NROSCOE L STRICKLANDJAMES D RAMM1117 CAPITAL BLVDRALEIGH, NC 27603ROSCOE L STRICKLANDJAMES D RAMM1117 CAPITAL BLVDRALEIGH, NC 2760340'LAUNCHING PIT20'RECEIVINGPITPLAN AND PROFILEC2.06SOUTHERLAND EMPIRE CENTRE LLCWILL WEATHERSPOON203 E WHITAKE MILL RD STE 109RALEIGH NC 27603MATCH LINE SEE C2.07FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
EXISTING GRADE
225
230
235
240
245
250
255
260
225
230
235
240
245
250
255
260
62+5063+0064+0065+0065+50
95.15 LF OF 36" SN 72 FRPMP @ 0.50%
88.72 LF OF 36" SN 72 FRPMP @ 0.50%
12" WATER LINE
GAS SERV
ROAD EDGESLOPE 1:1EOPROAD EDGESLOPE 1:1EOPCL
WADE AVENUE
EXIT
(NCDOT)
34'
APPROX. 100-YR FLOODPLAIN
ELEV = 253.7
INV OUT: 232.51 (36" NE)
INV IN: 232.71 (36" SE)
INV IN: 235.00 (8" SW)SSMH 31STA 62+91.29RIM = 251.007' DIA EPOXY COATEDF&C S-26INV OUT: 233.19 (36" NW)
INV IN: 233.29 (36" SE)
INV IN: 235.21 (18" SW)INV OUT: 233.74 (36" NW)
INV IN: 236.20 (12" NE)
INV IN: 240.15 (36" SE)SSMH 33STA 64+75.16RIM = 252.008' DIA FLATTOP 60"X60" DOUBLE LEAFLOCKABLE HATCH EPOXY CAOTEDVORTEX DROP INSERTFOR 36" SEWERSEE NOTE 7SSMH 32STA 63+86.44RIM = 248.697' DIA FLATTOP EPOXY COATEDF&C S-27INV OUT: 242.00 (36" NW)
INV OUT: 242.28 (36" E)
INV IN: 242.30 (36" SW)SSMH EX-MH-31STA 65+03.42RIM = 252.0073.74 LF OF 60" STEEL CASING
MIN 0.844" WALL THICKNESS
JACK AND BORE
8" SAN SEWER
18" MIN. COVER
CENTERLINE OF CREEK
ELEV = 237.50
28.26 LF OF 36" SN 72
FRPMP OF EPOXY LINED
CLASS 350 DIP @ 6.53%DDLTLTLTW / LTW / LTW / LTLTLTRIP-RAPW / LTZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2SSSSSSINLETUO
L
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D CAPITAL BOULEVARD (NORTHBOUND)CAPITAL BLVDEXIT RAMPTO WADE AVEPIGEON HOUSE BRANCH30'20'
SSMH-1909
RIM EVEL 250.35
GROUND ELEV 250.35
INV OUT (E) 245.65
INV IN (SW) 245.85
TO BE REMOVED
RIM ELEV 251.97
INV OUT (NE) 241.99
INV IN (S) 242.08
INV IN (SE) INACCESIBLE
INV IN (SW) INACCESIBLE
INV'S TOO FAR RECESSED
12" VCP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 6
STOT
TOP ELEV 251.80
INV IN (S) 247.5 (+/-)
PIPE NOT VISIBLE
SSMH-1901
RIM ELEV 251.65
INV OUT (NE) 241.65
INV IN (S) 241.85
TO BE ABANDONED
SEE NOTE 2 & 3
SSMH-31
RIM ELEV 253.06
INV OUT (S) 242.30
INV IN (W) 242.28
SSMH-1921
RIM ELEV 251.45
INV OUT (W) 246.45
INV IN (E) 247.45
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.10
INACCESSIBLE DUE
TO CONSTRUCTION 240238238239241242243245244246247248250249251252IPIP252251250252252252245238238239252251252253254255256257255256257SSMH-1910
RIM ELEV 252.00
INV OUT (W) 249.20
INV IN (E) 249.35
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.63
INACCESSIBLE DUE
TO CONSTRUCTION
TEMPORARY CITY OF
RALEIGH ACCESS
EASEMENT
31
32
35
33
36
G13+41
G10+00
G11+00
G12+00G13+0034
268
269
270
65+03
62+0063+0
0
64+00
65+0
0
100 YEAR FLOODPLAIN BOUNDARY
TOP OF BANK
ZONE 1 RIPARIAN BUFFER
ZONE 2 RIPARIAN BUFFER
TOP OF BANK
CREEK ℄
ELEV = 237.25
CREEK ℄
ELEV = 237.50
48" STEEL CASING WITH 12"
SANITARY SEWER
JACK AND BORE
60" STEEL CASING WITH 36"
SANITARY SEWER
JACK AND BORE
6" LATERAL
SEE NOTE 4
18" SANITARY SEWER
SEE SHEET C2.08 FOR PLAN & PROFILE
CLASS 2 RIP RAP
24" DEEP, VARIABLE WIDTH
WITH FILTER FABRIC
12'x40' LAUNCHING PIT
12'x20' RECEIVING PIT
12'x20' RECEIVING PIT
12'x40' LAUNCHING PIT
8" SANITARY SEWER
SEE SHEET C2.08 FOR PLAN & PROFILE
6" LATERAL
SEE NOTE 4
12" SANITARY SEWER
SEE SHEET C2.09 FOR PLAN & PROFILE
PAD
PA
3" MILL & OVERLAY
3" MILL & OVERLAY
ABANDONED
UNKNOWN MH
RIM ELEV 251.00
MH FILLED WITH SOIL
STMH
RIM ELEV 250.71
INV IN (W) 247.47
INV IN (SW) 247.09
INV IN (SE) 248.49
INV OUT (N) 246.85
STCI
RIM ELEV 251.86
INV OUT 249.71
STMH
RIM ELEV 250.66
INV IN (SE) 248.56
INV IN (SW) 247.66
INV OUT (N) 247.66
STCI
RIM ELEV 251.88
INV OUT 249.26
225
230
235
240
245
250
255
260
265
225
230
235
240
245
250
255
260
265
9+5010+0011+0012+0013+0014+0014+70 ROAD EDGESLOPE 1:1ROAD EDGESLOPE 1:1CL
CAPITAL BLVD
(NCDOT)
131'
NCDOT R/W
SANITARY
SEWER
EASEMENT
GGGROAD EDGESLOPE 1:133'
CL
OLD
WILLIAMSON
RD
EOPEOPEOPEOPASSUMED
CITY ROAD R/W
SANITARY
SEWER
EASEMENT
GGGG
105.10 LF OF 12" DR18 RJ C900 PVC @ 2.74%
24" SAN SEWER
TO BE ABANDONED
12" WATER LINE15" RCP STORM
12" WATER LINE
6" WATER LINE
12" WATER LINE
CCTV
TELE
FIBER OPTIC
ROAD EDGESLOPE 1:1APPROX. 100-YR FLOODPLAIN
ELEV = 253.7
INV OUT: 233.74 (36" NW)
INV IN: 236.20 (12" NE)
INV IN: 240.15 (36" SE)SSMH 33STA G10+00.00RIM = 252.008' DIA FLATTOP 60"X60" DOUBLE LEAFLOCKABLE HATCH EPOXY COATEDVORTEX DROP INSERTFOR 36" SEWERSSMH 36STA G13+41.30RIM = 253.824' DIA OVER EX MAINF&C S-26INV OUT: 238.50 (12" SW)
INV IN: 239.95 (12" SE)SSMH 34STA G10+57.46RIM = 252.725' DIAF&C S-26INV OUT: 249.80 (12" NE)
INV IN: 249.90 (12" SE)
93.39 LF OF 16" STEEL CASING
MIN 0.375 WALL THICKNESS
JACK AND BORE
178.74 LF OF 12" DR 18 RJ C900 @ 2.50%
166.03 LF OF 48" STEEL CASING
MIN 0.75 WALL THICKNESS
JACK AND BORE 57.46 LF OF 12" DR18 RJ C900 @ 4.00%SSMH 35STA 12+36.20RIM = 258.005' DIAF&c S-26INV OUT: 244.42 (12" NW)
INV IN: 246.92 (12" SW)
12' X 20'
RECEIVING
PIT
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
MATCH LINE SEE C2.08
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFNOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OF
MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW
MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTO MANHOLE.
5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE CHANNEL TO DIRECT FLOW
TOWARDS NEW SEWER PIPE.
6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
7.SSMH 33 INCLUDES ALTERNATES. ALTERNATIVE 1 INCLUDES THE USE OF EPOXY LINES DIP
FROM EX MANHOLE 31 TO SSMH 33 WITH DIP OUTSIDE DROP. THE LOWER INVERT OF
DROP SHALL BE 233.94. ALTERNATIVE 2 INCLUDES FRPM PIPE FROM EX MANHOLE 31 TO
SSMH 33 WITH AN INTERNAL VORTEX DROP INSIDE MANHOLE SSMH33.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
12' X 40'
LAUNCHING PIT
MATCH LINE SEE C2.06
"SIDE SEWER G" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'NPLAN AND PROFILE
C2.07
ANTI-SEEP COLLAR
POLYMER CONCRETE
MANHOLE
12' X 20'
RECEIVING PIT
12' X 40'
LAUNCHING PIT
BRUNSON SCOTT ENTERPRISES, LLC
DB 16789 PG 2238
BM 1958 PG 10
PIN: 1704653450
MILLSTREAM PROPERTIES, LLC
DB 14906 PG 2390
BM 1958 PG 10
PIN: 1704652245
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
230
235
240
245
250
255
260
230
235
240
245
250
255
260
9+5010+0011+0012+0013+00
286.39 LF OF 18"DR 18 C900 PVC @ 3.07%Profile View of Farview Rd Extension
18" RCP STORM SEWER
FFFFF
CLASS 1 RIP RAP
18" DEEP WITH
FILTER FABRIC
BASE FLOOD ELEV = 253.7
INV OUT: 244.00 (18" NE)
INV IN: 246.49 (18" W)
INV OUT: 233.19 (36" NW)
INV IN: 233.29 (36" SE)
INV IN: 235.21 (18" SW)SSMH 32STA F10+00.00RIM = 248.69SSMH 32ASTA F12+86.39RIM = 250.936' DIA OVER EX MAINEPOXY COATEDF&C S-26EXISTING GRADE
100 YEAR FLOODPLAIN BOUNDARY
D
DLTLTLTLT
LTLTLTLTLTLTLTW / LTW / LTLTRIP-RAPZON
E
1
ZON
E
1
ZONE
1
ZONE 1 ZONE 1
ZONE 1 ZONE 1
ZONE 1
ZON
E
2
ZONE
2
ZONE 2
ZONE 2
ZONE 2
ZONE 2
ZONE
1
ZONE 1
ZONE
2 ZONE 1ZONE 1
ZONE 1
ZONE 1
ZONE

1
ZONE 2 ZONE 2
ZONE

2SSS S
S
S
INLET
INLET
U
OLD WILLIAMSON ROADCAPITAL BOULEVARD (N
O
R
T
H
B
O
U
N
D
)
CA
P
I
T
A
L

B
L
V
D
EXI
T

R
A
M
P
TO
W
A
D
E

A
V
E
CAPITAL

B
L
V
D

(
S
O
U
T
H
B
O
U
N
D
)
CAPITAL
B
L
V
D

(
N
O
R
T
H
B
O
U
N
D
)
PIGEON

H
O
U
S
E

B
R
A
N
C
HWADE AVENUEUS-1/SR-40
1
US-1/SR-40
1
31
32
32A
F10+00
F11+
0
0
F12+
0
0
F12+
8
6
35
33
36
34
270
S10
+
0
0
S11
+
0
0
S11+09
TOP OF BANK
ZONE 1 RIPARIAN BUFFER
ZONE 2 RIPARIAN BUFFER30'20'TOP OF BANK
18" DIP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
SSMH-1943
RIM ELEV 250.65
INV OUT (E) 246.10
INV IN (NW) 246.20
TO BE ABANDONED
18" DIP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2 & 3
SSMH-1904
RIM ELEV 250.55
INV OUT (E) 245.55
INV IN (W) 245.60
TO BE ABANDONED RIM ELEV 251.97
INV OUT (NE) 241.99
INV IN (S) 242.08
INV IN (SE) INACCESIBLE
INV IN (SW) INACCESIBLE
INV'S TOO FAR RECESSED
SSMH-1902
RIM ELEV 251.75
INV OUT (N) 242.50
INV IN (W) 245.40
INV IN (E) 244.2
INV IN (S) 242.55
TO BE ABANDONED
SEE NOTE 2 & 3
12" VCP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 6
STOT
TOP ELEV=251.80
INV IN (S)=247.5 (+/-)
PIPE NOT VISIBLE
CREEK ℄
ELEV = 237.25
CREEK ℄
ELEV = 237.50
CREEK ℄
UNDER PIPE
ELEV=235.80
SSMH-1901
RIM ELEV 251.65
INV OUT (NE) 241.65
INV IN (S) 241.85
TO BE ABANDONED
SEE NOTE 2 & 3
SSMH-31
RIM ELEV 253.06
INV OUT (S) 242.30
INV IN (W) 242.28
SSMH-1921
RIM ELEV 251.45
INV OUT (W) 246.45
INV IN (E) 247.45
TO BE ABANDONED
SEE NOTE 2 & 3
STOT
TOP ELEV 252.05
PIPES NOT VISIBLE
240
238
238
239
241
242
243
245
244
246
247
248
250
249
251
252
IP
IP252
251
250
252
252
252
245
238
238
239
252
251
252
253
254
255
256
257
255
256
257
SSMH-1910
RIM ELEV 252.00
INV OUT (W) 249.20
INV IN (E) 249.35
TO BE ABANDONED
SEE NOTE 2 & 3
SEE NOTE 7
6" LATERAL
SEE NOTE 4
18" SANITARY SEWER
GREENWAY BOUNDARY
SEE GREENWAY GENERAL NOTES
SSMH-1941
RIM ELEV 250.10
INV OUT (SE) 246.30
INV IN (W) 246.25
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.10
INACCESSIBLE DUE
TO CONSTRUCTION
STCI
RIM ELEV 251.63
INACCESSIBLE DUE
TO CONSTRUCTION
CLASS 1 RIP RAP
18" DEEP WITH
FILTER FABRIC
8" SANITARY SEWER
6" LATERAL
SEE NOTE 4
TO BE ABANDONED
TO BE ABANDONED
SEE NOTE 6
PA
3" MILL & OVERLAY
3" MILL & OVERLAY
3" MILL & OVERLAY
PAD
STCI
TOP ELEV 252.19
INV IN 245.49
INV OUT 245.19
STCI
TOP ELEV 249.53
INV OUT 245.58
INV 249.5918" RCP230
235
240
245
250
230
235
240
245
250
9+7510+0011+0011+25
INV OUT: 239.00 (8" NE)
INV OUT: 232.51 (36" NE)
INV IN: 232.71 (36" SE)
INV IN: 235.00 (8" SW)SSMH 270STA S11+09.05RIM = 249.99SSMH 31STA S10+00.00RIM = 251.00109.05 LF OF 8" DR18 RJ C900 PVC @ 3.67%
SSSS
6" LATERAL
EXISTING GRADE
6" LATERAL
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015 MATCH LINE SEE C2.07This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFSIDE SEWER "F" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OF
MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW
MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTO MANHOLE.
5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE CHANNEL TO DIRECT FLOW
TOWARDS NEW SEWER PIPE.
6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
7.DEMOLISH AERIAL SEWER CROSSING FROM EDGE OF EMBANKMENT TO EDGE OF
EMBANKMENT
GREENWAY GENERAL NOTES:
1.THE CONTRACTOR SHALL INSTALL THE PROJECT ADVANCED WARNING SIGNS. THESE
SIGNS SHALL BE IN PLACE FOR 45 DAYS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE
SIGNS SHALL BE REMOVED WITHIN SEVEN DAYS OF CLOSING THE CONSTRUCTION
ENTRANCE.
PLAN AND PROFILE
C2.08
SIDE SEWER "S" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
BRUNSON SCOTT ENTERPRISES, LLC
DB 16789 PG 2238
BM 1958 PG 10
PIN: 1704653450
MILLSTREAM PROPERTIES, LLC
DB 14906 PG 2390
BM 1958 PG 10
PIN: 1704652245
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
DDLTU/CLTLTLTLTW / LTW / LTLTRIP-RAPRIP-RAPW / LTZONE
2
ZO
N
E

2 ZONE 2SSSSSINLETSUO
L
D

W
I
L
L
I
A
M
S
O
N

R
O
A
D CAPITAL BOULEVARD (NORTHBOUND)US-1/SR-401RIM ELEV 251.97
INV OUT (NE) 241.99
INV IN (S) 242.08
INV IN (SE) INACCESIBLE
INV IN (SW) INACCESIBLE
INV'S TOO FAR RECESSED
12" VCP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 6
SSMH-1921
RIM ELEV 251.45
INV OUT (W) 246.45
INV IN (E) 247.45
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.10
INACCESSIBLE DUE
TO CONSTRUCTION
STOT
TOP ELEV 252.05
PIPES NOT VISIBLE
IPIP252251255256257255256257SSMH-1910
RIM ELEV 252.00
INV OUT (W) 249.20
INV IN (E) 249.35
TO BE ABANDONED
SEE NOTE 2 & 3
STCI
RIM ELEV 251.63
INACCESSIBLE DUE
TO CONSTRUCTION
TEMPORARY CITY OF
RALEIGH ACCESS
EASEMENT
12'x40' LAUNCHING PIT258259260261265270 25825926026126226326426510" DIP SANITARY SEWER
TO BE ABANDONED
SEE NOTE 6
10' TEMPORARY
CONSTRUCTION
EASEMENT
VARIABLE WIDTH
CITY OF RALEIGH
SANITARY SEWER
EASEMENT
35
36
268
269
W1
0
+
0
0
W1
1
+
0
0
W12+00
W12+09
3" MILL & OVERLAY
ABANDONED
UNKNOWN MH
RIM ELEV 251.00
MH FILLED WITH SOIL
STMH
RIM ELEV 250.71
INV IN (W) 247.47
INV IN (SW) 247.09
INV IN (SE) 248.49
INV OUT (N) 246.85
STCI
RIM ELEV 251.86
INV OUT 249.71
STMH
RIM ELEV 250.66
INV IN (SE) 248.56
INV IN (SW) 247.66
INV OUT (N) 247.66
STCI
RIM ELEV 251.88
INV OUT 249.26
EXISTING GRADE
245
250
255
260
265
270
245
250
255
260
265
270
9+7510+0011+0012+0012+25
INV OUT: 263.00 (12" NW)
INV IN: 263.10 (12" E)SSMH 269STA W12+09.07RIM = 270.93INV OUT: 254.50 (12" NW)
INV IN: 255.48 (12" SE)SSMH 268STA W11+36.32RIM = 259.98SSMH 36STA W10+00.00RIM = 253.82INV OUT: 249.80 (12" NE)
INV IN: 249.90 (12" SE)
WWWWW
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFNOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
3.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM OF
MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISHED GRADE OR AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
4.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR CONNECTION TO NEW
MANHOLE. NEW LATERALS TO BE FIELD CORE DRILLED INTO MANHOLE.
5.USING NON-SHRINK GROUT, RECONSTRUCT MANHOLE CHANNEL TO DIRECT FLOW
TOWARDS NEW SEWER PIPE.
6.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
7.SSMH 33 INCLUDES ALTERNATES. ALTERNATIVE 1 INCLUDES THE USE OF EPOXY LINES DIP
FROM EX MANHOLE 31 TO SSMH 33 WITH DIP OUTSIDE DROP. THE LOWER INVERT OF
DROP SHALL BE 233.94. ALTERNATIVE 2 INCLUDES FRPM PIPE FROM EX MANHOLE 31 TO
SSMH 33 WITH AN INTERNAL VORTEX DROP INSIDE MANHOLE SSMH33.NPLAN AND PROFILE
C2.09
MILLSTREAM PROPERTIES, LLC
DB 14906 PG 2390
BM 1958 PG 10
PIN: 1704652245
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
"SIDE SEWER W" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
WILL 110 LLC
DB 16832 PG 851
PIN: 1704659054
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
EOPEOPEOPEOPW / LTW / LTW / LTW / LTW / LTW / LTZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1C A P I T A L B O U L E V A R D (SOUTHBOUND)WWSSSWHBC A P I T A L B O U L E V A R D (NORTHBOUND)GB-06
GB-07
MW-1
TMW-06
21
19
20
40
I13+32I10+00
I11+00I12+00
I13+0039+0040+0041+008" PVC SANITARY
SEWER
6" SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
8" SANITARY SEWER
TO BE ABANDONED
SEE NOTE 2
6" SANITARY SEWER
AERIAL CROSSING
TO BE DEMOLISHED
SEE NOTE 3
CREEK CROSSING 4
AERIAL CREEK CROSSING 'A'
8" PVC SANITARY SEWER
SSMH-9006
RIM EL 235.30
GROUND EL 235.30
INV OUT (E) 222.45
INV IN (W) 222.50
INV IN (NE) 223.30
INV IN (S) 222.60
TO BE ABANDONED
SEE NOTES 4 & 5
SSMH-787
RIM EL 236.75
GROUND EL 236.75
INV OUT (N) 225.60
INV IN (W) 225.85
INV IN (E) 226.65
TO BE REPLACED
20' CITY OF RALEIGH
SANITARY SEWER
EASEMENT
BM 1989 PG 1452
24" VCP SANITARY SEWER,
TO BE ABANDONDED
20' CITY OF RALEIGH
SANITARY SEWER EASEMENT
BM 1989 PG 1452
GI-1780
RIM EL 234.75
INV OUT (S) 232.15
18" RCP STORM SEWER
INV 229.65
GI-1646
RIM EL 235.85
INV OUT (W) 230.25
INV IN (E) 230.30
15" RCP STORM SEWER
GI-1647
RIM EL 237.15
INV OUT (W) 232.20
STCI-11111
RIM EL 235.80
INV IN (E) 231.55
INV OUT (N) 231.50
CREEK ℄ EL 218.00
5 LF OF 8" SDR35 PVC
SANITARY
SEWER IPJACKED AND BORED
48" STEEL CASING
PIPE WITH 12-INCH
SANITARY SEWER237236
236200'
46'47'
℄
23
℄
23'
SSMH-9007
RIM EL 236.20
GROUND EL 236.10
INV OUT (E) 223.75
INV IN (W) 2x24" 223.95 (BOTH)
IN IN (W) 228.95
TO BE ABANDONED, SEE NOTE 4 & 5
12'X40'
LAUNCHING PIT
8" SANITARY
SEWER
30'
CITY OF RALEIGH
SANITARY SEWER
EASEMENT
15' TEMPORARY
CONSTRUCTION
EASEMENT
15' TEMPORARY
CONSTRUCTION
EASEMENT
231229228227226225230224223222221220220225230235200' NC DOT ROW
40' LAUNCHING PIT
46'47'
℄
CAPITAL
BLVD ROAD EDGESLOPE 1:1(TYP)ROAD EDGESLOPE 1:1(TYP)EOP℄
PIGEON
HOUSE
BRANCH
BOTTOM OF CONCRETE PIER
AT MINIMUM ELEVATION 220.00
AERIAL CROSSING 'A'
89.27 LF OF 20" STEEL CASING
@ 0.75%
0.375" WALL THICKNESS
EXTEND 20" CASING 10 FT INTO 48" CASING.
PROVIDE STEEL BRACING PER DETAIL TO SECURE
THE 20" INTO THE 48" CASING. BRICK/GROUT OPENING.
43'50'
WELDED STEEL
END CAP
APPROXIMATE 100 YEAR
FLOODPLAIN EL 235.76
24" VCP SANITARY SEWER
TO BE ABANDONDED
210
215
220
225
230
235
240
245
210
215
220
225
230
235
240
245
9+5010+0011+0012+0013+0013+40
260.51 LF OF 12" RJ DR 18 C900 PVC @ 0.75%
℄
CAPITAL
BLVD
169 LF OF 48"
STEEL CASING @
0.75%
0.75" MIN WALL
THICKNESS EOPEOPEOPINV OUT: 225.31 (12" NW)
INV IN: 225.64 (8" NE)SSMH 40STA 12+60.51RIM = 237.72NCDOT R/W
SANITARY
SEWER
EASEMENT
CLASS 2 RIP RAP
24" DEEP,
VARIABLE WITH
WITH FILTER
FABRIC
SSMH 20STA 41+06.35RIM = 235.9971.02 LF OF 8" SDR35 PVC
@ 0.50%SSMH 787STA 13+31.53RIM = 237.01INV OUT: 226.00 (8" SW)
INV IN: 226.10 (8" NE)
INV OUT: 220.38 (36" NE)
INV IN: 220.48 (36" SW)
INV IN: 223.36 (12" SE)
IIIIII
EXISTING GRADE
210
215
220
225
230
235
240
210
215
220
225
230
235
240
9+7510+0010+75
64.34 LF OF 8" C900 PVC @ 1.00%
INV OUT: 215.39 (36" NE)
INV IN: 215.49 (36" SW)
INV IN: 219.36 (8" N)SSMH 17STA D10+00.00RIM = 231.50INV OUT: 220.00 (8" S)
INV IN: 225.00 (6" SW)
INV IN: 224.60 (8" NW)SSMH 1794STA D10+64.34RIM = 233.035' DIA INSIDE DROPF&C S-26DD D
INSIDE DROP
SANITARY
SEWER
EASEMENT
NCDOT
R/W
200
205
210
215
220
225
230
235
200
205
210
215
220
225
230
235
9+7510+0011+00
71.34 LF OF
12" C900 PVC
@ 4.98%
INV OUT: 208.29 (42" NE)
INV IN: 208.39 (42" SW)
INV IN: 211.00 (12" NW)SSMH 11STA C10+00.00RIM = 226.00SSMH 9000STA 10+71.34RIM = 227.54INV OUT: 214.55 (12" SE)
INV IN: 218.40 (4" W)
INV IN: 214.60 (12" SW)
C CC
Profile View of Harris Wholesale
210
215
220
225
230
235
240
210
215
220
225
230
235
240
9+7510+0010+75
31.24 LF OF 10" DR 18 C900 @ 1.50%
33.47 LF OF 10" SDR35 PVC @ 1.50%
INV IN: 228.35 (10" NW)
INV OUT: 228.25 (10" S)SSMH 18BSTA E10+64.71RIM = 234.134' DIAF&C S-26INV OUT: 220.00 (10" SE)
INV IN: 227.75 (10" N)SSMH 18STA E10+00.00RIM = 233.87EEE
SANITARY
SEWER
EASEMENT
NCDOT
R/W
6" LATERAL
INV OUT: 217.77 (36" NE)
INV IN: 217.87 (36" SW)
INV IN: 219.53 (10" NW)SSMH 18ASTA E10+31.24RIM = 234.004' DIAF&C S-265 LF OF 10" SDR35 PVC
INSIDE DROP
225
230
235
240
245
250
255
260
265
225
230
235
240
245
250
255
260
265
9+7510+0010+75
INV OUT: 228.71 (36" E)
INV IN: 228.81 (36" W)
INV IN: 250.14 (8" N)SSMH 27ASTA J10+38.68RIM = 257.0838.68 LF OF 8" SDR 35 PVC @ 1.50%
13.27 LF OF 8" SDR 35 PVC @ 1.50%SSMH 27BSTA J10+51.96RIM = 256.59SSMH 27STA 56+31.92RIM = 256.57INSIDE DROP
JJJ
INV OUT: 251.12 (8" W)
INV IN: 251.32 (8" N)
INV OUT: 250.72 (8" S)
INV IN: 250.92 (8" E)
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
STANDARDS, DETAILS, AND SPECIFICATIONS.
2.SEWER PIPE TO BE ABANDONED IN-PLACE. COMPLETELY FILL WITH FLOWABLE FILL
CONCRETE OR CELLULAR CONCRETE AND PROVIDE MEASURES TO ASSURE FILL DOES
NOT ENTER BUILDINGS VIA EXISTING LATERALS.
3.DEMOLISH AERIAL SEWER CROSSING FROM EDGE OF EMBANKMENT TO EDGE OF
EMBANKMENT..
4.USING BRICKS AND NON-SHRINK GROUT, PLUG ALL PIPES AT MANHOLES.
5.REMOVE THE TOPS OF THE MANHOLES TO 4 FEET BELOW GRADE. FILL THE BOTTOM
OF MANHOLE WITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TO FINISH GRADE AS
DICTATED BY PIPE BACKFILL REQUIREMENTS.
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015
100-YEAR FLOODPLAINNSHURGARD
MORNINGSTAR SELF
STORAGE D
DEPT-PT-NC 08672
PO BOX 25025
GLENDALE CA 91221-5025
SIDE SEWER "I" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
PLAN
SCALE 1"=30'
SIDE SEWER "D" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
SIDE SEWER "C" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
SIDE SEWER "E" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
D D
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFD
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
PLAN AND PROFILE
C2.10
SIDE SEWER "J" PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
B7+68
B0+00B1+
0
0
B2+
0
0
B3+
0
0
B4+
0
0
B5+00
B6+00
B7+00 HOUSEBRANCHUNNAMED
TR
IBU
TARY C A
P

I
T
A
L

B
O
U
L
E
V
A
R
D

TO

W
A
K
E

F
O
R
E
S
T

R
O
A
D

R
A
M
P

(NORTHBOUND
)
S
SSS
S GDINLETSSPIGEON HOUSE BRANCHN
C
G
S

"
B
O
N
D
E
D
"
B
A
S
E

P
O
I
N
T

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E

L
O
C
A
L
I
Z
A
T
I
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N
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G
R
I
D
:US
-
1
/
SR
-
4
0
1
DDC A
P

I

T
A

L
B
LVD

FRON
TAGE
ROAD
8" DIP SANITARY SEWER
8" DIP SANITARY SEWER
8" DIP SANITARY SEWER
TO BE CIPP LINED
24" VCP SANITARY SEWER
TO BE CIPP LINEDSERVICE
LATERAL
5 LF 24" DR18 PVC
SANITARY SEWER
8" VCP SANITARY SEWER
100-YEAR FLOODPLAIN
5 LF 8" SDR35 PVC
SANITARY SEWER
SSMH-1801
RIM EL 234.00
GROUND EL 230.80
INV OUT (NE) 224.00
INV IN (S) 226.30
SSMH-1798
RIM EL 230.90
GROUND EL 230.80
INV OUT (NE) 222.20
INV IN (S) 222.40
SSMH-1019
RIM EL 229.20
GROUND EL 229.20
INV OUT (NE) 219.45
INV IN (S) 219.50
TO BE REHABILITATED
SSMH-9011
RIM EL 229.55
GROUND EL 229.60
INV OUT (NE) 217.55
INV IN (W) 217.60
INV IN (SW) 218.65
TO BE REHABILITATED
SSMH-9003
RIM EL 226.70
GROUND EL 226.40
INV OUT (E) 215.95
INV IN (NE) 216.15 (PLUGGED)
INV IN (SW) 216.05
TO BE REPLACED
24" VCP SANITARY SEWER
TO BE ABANDONED
SSMH-9004
RIM EL 226.75
GROUND EL 226.45
℄ 217.25 (FILLED W/ DIRT)
TO BE ABANDONED
SEE SHEET C-004
20' CITY OF RALEIGH
SANITARY SEWER EASEMENT
BM 2005 PG 1571
GI-1638
RIM EL 226.70
INV IN (N) 219.95
OTI-1636
RIM EL 225.15
INV OUT (S) 220.65
INV IN (N) 220.80
30" RCP STORM SEWER
INV 221.05
30" RCP STORM SEWER
INV 221.25
18" RCP STORM SEWER
INV 221.40
STMH-1198
RIM EL 228.75
INV OUT 224.90
10' SANITARY SEWER EASEMENT
SCALED FROM BM 2005 PG 1571
A
N
T
.
L
T
L
T
L
T
W /

L
T
W /

L
T
L
T
L
T
L
T
L
T
L
T
L
T
S
C
R
U
B
E
ZONE 1ZONE
1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZON
E
1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 224" VCP SANITARY SEWER
TO BE ABANDONED
CREEK ℄ EL 212.75
6" LATERAL,
SEE NOTE 2
AERIAL CREEK
CROSSING 'B'
PROPOSED CITY OF RALEIGH
EGRESS/INGRESS EASEMENT
OVER TOP OF EXISTING ACCESS
EASEMENT
2342332322312302292292302292282272262252242232222212202192182172162
1
5216217218219220221222223224225226 228230230
2
2
9
2
2
9
2272282
2
9
2
2
9
2
3
0 231231
230
229
228227226 2
2
5
2
2
4
24" SANITARY SEWER
Profile View of Phase 3 - MH-13 TO SSMH-1780
200
205
210
215
220
225
230
235
240
200
205
210
215
220
225
230
235
240
-0+500+001+002+003+004+005+006+007+008+008+50
VENT PIPE
EL 228.35
APPROXIMATE
100 YEAR
FLOODPLAIN
EL 225.50
499' NC DOT ROAD ROW
26'
℄
WAKE
FOREST
RD
EXIT
RAMP
EOP
EOP
ROAD EDGESLOPE 1:1 (TYP)ROAD EDGESLOPE 1:1 (TYP)℄
PIGEON
HOUSE
CLASS 2 RIP RAP
PER, 24" DEEP,
VARIABLE WIDTH
WITH FILTER FABRIC
BOTTOM OF CONCRETE PIER
AT MINIMUM ELEVATION 216.00
ELEC SER
30" RCP STORM SEWER
INV 221.02
ELEC SER
AERIAL CROSSING 'B' 148.66 LF OF
RESTRAINED JOINT 8" DR18 C900 PVC @
1.01% INSIDE 16" STEEL CASING,
0.375 WALL THICKNESS
WITH ONLY ONE PIER ON UPSTREAM SIDE
OPEN-CUT INSTALLATION
OF CASING BETWEEN MANHOLES
48 LF 24" DR18 C900 PVC @0.99%
5 LF 24" C900
DR18 PVC
SANITARY
SEWER SSMH 9003STA B0+15.00RIM = 228.005' DIA F&C S-26INV OUT: 220.96 (8" N)
INV IN: 221.06 (8" S)SSMH 13CSTA B28+36.58RIM = 232.004' DIAF&C S-27INV OUT: 215.85 (24" N)
INV IN: 216.05 (24" SW)SSMH 1798STA 6+88.00RIM = 231.03SSMH 1801STA B7+67.51RIM = 233.01SANITARY SEWER
EASEMENT
CAPITAL BLVD
SERVICE ROAD
CAPITAL BLVD
SOUTHBOUND LANE
CAPITAL BLVD
NORTHBOUND LANESSMH MH-1019STA B4+20.68RIM = 229.50TO BE REHABILATEDF&C S-26BBBBBBBBB BB
8" SANITARY SEWER 8" SANITARY SEWER INV OUT: 219.45 (8" NE)
INV IN: 219.55 (8" S)
8" SANITARY SEWER
TO BE CIPP LINED
24" SANITARY SEWER
TO BE ABANDONED
24" SANITARY SEWER
TO BE CIPP LINEDSSMH 9011STA B2+34.35RIM = 229.59TO BE REHABILITATEDF&C S-266" LATERAL
SSMH 13STA B0+00.00RIM = 225.64INV OUT: 210.66 (42" E)
INV IN: 211.16 (36" W)
INV IN: 213.00 (24" S)
INV OUT: 217.55 (24" NE)
INV IN: 218.65 (8" SW)
INV IN: 217.60 (24" SW)
INV OUT: 222.25 (8" N)
INV IN: 222.40 (8" S)
INV OUT: 224.00 (8" N)
INV IN: 226.30 (8" SE)
3'5'
5 LF OF SDR35 PVC
EXISTING GRADE
0
SCALE 1"=5' AT ORIGINAL SIZE
2.5 10'5 7.5
0
SCALE 1"=30' AT ORIGINAL SIZE
60'453015N PLAN
SCALE 1"=30'
PROFILE
SCALE: HOR 1"=30' | VER 1"=5'
NOTES:
1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF
RALEIGH STANDARDS, DETAILS, AND SPECIFICATIONS.
2.RECONSTRUCT LATERAL ALIGNMENT AS NECESSARY FOR
CONNECTION TO NEW MANHOLE. LATERALS TO BE FIELD CORE
DRILLED INTO MANHOLE.
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
PLAN AND PROFILE
C2.11
SANITARY SEWER AGREEMENT BETWEEN
SEABOARD AIR LINE RAILROAD COMPANY &
THE CITY OF RALEIGH TO CONSTRUCT, OPERATE AND, MAINTAIN
A SEWER PIPE
DB 1777 PF 541
SPRINT CELLULAR COMMUNICATIONS
DB 6930 PG 398
BM 2005 PG 1571
PIN: 1704962475
FOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
W / LTW / LTW / LTLTLTLTW / LTW / LTW / LTW / LTLTW / LTW / LTLTLTW / LTW / LTLTW / LTLTLTLTLTLTW / LTW / LTW / LTW / LTZONE 2ZONE 2 ZONE 2 ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZON
E
2ZONE 2ZONE 2
Z
O
N
E

2ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZON
E
1ZONE 12625373839H10+00H11+00H12+00H13+00H14+00H15+00H16+00H16+92J10+00
50+0051+0052+0053+0054+0055+0056+0057+0058+0059+00
C A P I T A LB O U L E V A R D (N O R T H B O U N D)WWSSSDDSSSPIGEON HOUSEBRANCHSCAPITAL BOULEVARD (SOUTHBOUND)DGB-01GB-02GB-03SDIPIP12'x20' RECEIVING PIT12'x40' LAUNCHING PIT48" STEEL CASINGWITH 8" SANITARYSEWER JACK ANDBORESERVICE LATERALSSERVICE LATERAL24" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 2FUTURE SANITARY SEWER8" VCP SANITARY SEWERTO BE ABANDONEDSEE NOTE 224" VCP SANITARY SEWERTO BE ABANDONED, SEE NOTE 2SSMH-1174ARIM EL 241.95INV OUT (E) 229.90INV IN (W) 230.00INV IN (S) 234.05TO BE ABANDONEDSEE NOTE 3 & 4STDI-1774RIM EL 239.00INV OUT (S) 232.45INV IN (N) 232.9530" RCP STORM SEWER30" RCP STORM SEWERSTMH-1773RIM EL 241.75INV OUT (S) 235.00INV IN (N) 235.00STDI-11116RIM EL 241.85INV IN (E) 328.20INV IN (W) 238.15INV OUT (S) 238.2518" RCP STORM SEWERINV 239.85STMH-6314RIM EL 248.10INV OUT (SW) 243.20INV IN (N) 243.4015" RCP STORM SEWERSTMH-6315RIM EL 247.20INV OUT (SW) 242.70INV IN (NE) 243.1015" RCP STORM SEWERSTMH-1776RIM EL 243.90INV IN (NW) 236.80INV OUT (SE) 236.6042" RCP STORM SEWER15" RCP STORM SEWERASSUMED LOCATION OFBURIED JUNCTION BOXCMFR/W MONUMENTN 745,809.32E 2,107,021.03EOP℄EOP23'
46'36" SANITARY SEWER36" SANITARY SEWER8" SANITARY SEWER8" SANITARY SEWER24" VCP SANITARY SEWERTO BE ABANDONED, SEENOTE 24" LATERAL4" LATERAL4" LATERAL4" LATERAL199' LF R/W224' LF R/W30' CITY OF RALEIGHSANITARY SEWER EASEMENTBM 1960 PG 28110' TEMPORARYCONSTRUCTIONEASEMENTVARAIBLE WIDTHCITY OF RALEIGHSANITARY SEWEREASEMENT2
4
6
2
4
7
2
4
8
245
244
243
2422422412402
4
1 242241242243243249 2502512523" MILL AND OVERLAY3" MILL AND OVERLAY3" MILL AND OVERLAY2252302352402452502552252302352402452502559+5010+0011+0012+0013+0014+0015+0016+0017+0017+50WATER SER221.46 LF OF 8" SDR35 PVC @ 1.00%308.40 LF OF 8" SDR35 PVC @ 1.58%GAS SER24" SANITARY SEWERTO BE ABANDONEDGAS SERELEC162.52 LF OF 8" RJ DR18 C900 PVC @ 1.00%RECEIVING PIT4" LATERALLAUNCHING PIT133.06' OF 60" STEELCASING, 0.844"WALL THICKNESS,BORE AND JACKINV OUT: 231.63 (8" NW)INV IN: 232.00 (8" SW)INV IN: 235.00 (4"N)INV OUT: 239.27 (8" NE)INV OUT: 234.21 (8" NE)INV IN: 234.41 (8" SW)SSMH 39STA H16+92.38RIM = 250.384' DIA.F&C S-26
SSMH 38
STA H13+83.98
RIM = 243.45
4' DIA.
F&C S-26
SSMH 37
STA H11+62.52
RIM = 241.00
4' DIA.
F&C S-26
INV OUT: 225.60 (36" NE)INV IN: 225.70 (36" SW)INV IN: 230.00 (8" SE)SSMH 25
STA H10+00.00
RIM = 243.38
INSIDE DROPCAPITAL BLVDSOUTHBOUND LANECAPITAL BLVDNORTHBOUND LANENCDOT R/WSANITARY SEWEREASEMENTEOP
EOP
EOP
EOP4" LATERALHHHHHHHHHHEXISTING GRADE0SCALE 1"=5' AT ORIGINAL SIZE2.510'57.50SCALE 1"=30' AT ORIGINAL SIZE60'453015NOTES:1.ALL CONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH CITY OF RALEIGH STANDARDS,DETAILS, AND SPECIFICATIONS.2.SEWER PIPES TO BE ABANDONED IN-PLACE.COMPLETELY FILL WITH FLOWABLE FILL CONCRETEOR CELLULAR CONCRETE PROVIDE MEASURES TOASSURE FILL DOES NOT ENTER BUILDINGS VIAEXISTING LATERALS.3.USING BRICKS AND NON-SHRINK GROUT, PLUG ALLPIPES AT MANHOLES.4.REMOVE THE TOPS OF THE MANHOLES TO 4 FEETBELOW GRADE. FILL THE BOTTOM OF MANHOLEWITH NATIVE SOIL AND 6 INCHES OF TOP SOIL TOFINISHED GRADE OR AS DICTATED BY PIPE BACKFILLREQUIREMENTS.MATCH LINE SEE C2.04PROFILESCALE: HOR 1"=30' | VER 1"=5'JOSE S CHUA JRTESSIE L CHUA1200 CAPITAL BLVDRALEIGH, NC 27603PLANSCALE 1"=30'NThis Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________MOGHADASS INC1210 CAPITAL BLVDRALEIGH, NC 27603NATHANIEL HEYWARD ROBB JRALEXANDRA ROBB1300 CAPITAL BLVDRALEIGH, NC 27603NATHANIEL HEYWARD ROBB JR ETAL POLHILLALEXANDRA ROBB1302 CAPITAL BLVDRALEIGH, NC 27603NATHANIEL HEYWARD ROBB JR ETAL POLHILLALEXANDRA WENTWORTH ROBB1310 CAPITAL BLVDRALEIGH, NC 27603NATHANIEL HEYWARD ROBB JR ETAL POLHILLALEXANDRA WENTWORTH ROBB1312 CAPITAL BLVDRALEIGH, NC 27603NATHANIEL HEYWARD ROBB JR ETAL POLHILLALEXANDRA WENTWORTH ROBB1318 CAPITAL BLVDRALEIGH, NC 27603PLAN AND PROFILEC2.12FOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
C A P I T A L B O U L E V A R D (SOUTHBOU
N
D
)
CAPITAL BOULEVARD (NORTHBOUND)
PIGEO
N
HOUS
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BRANC
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UNNAMED TR
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INLETS W
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PIGEON HOUSE BRANCH
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N O R F O R K S O U T H E R N R A I L R O A D
C S X T R A N S P O R T A T I O N
CSX TRANSPORTATION
C A P I T A L B O U L E V A R D (NORTHBO
U
N
D
)
CAPITAL BOULEVARD (SOUTHBOUND)
TBM
TOP OF HYDRANT
ELEVATION = 235.52'
CAPITAL BOULEVARD (NORTHBOUND)INLETINLETDD
GB-06
GB-07
GB-08
GB-09
GB-10
GB-11
GB-12 GB-13
MW-1
TMW-01
TMW-02
TMW-06
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
US-1/SR-401
D
US-1/SR-401
LT
LT
W / LT
W / LT
LT
LT
LT
LT
W / LT
W / LT
LT
LT
LT LT
LT
LT
LT
LT
RIP-RAP
LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
LT
LT
LT
W / LT
LT
W / LT LT
W / LT
W / LT
ANT.
LT
LT
LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
LT
LT
LT
LT
W / LT
W / LT
W / LT
W / LT LT
LT
LT
LT
LT
LT
LT
ANT.
W / LT
LT
LT
LT
SCRUB
SCRUB
SCRUB
SCRUB
SCRUB
SCRUB
SCRUB
SCRUB
E
ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1ZONE 1
ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1
ZONE 1
ZONE
1
Z
O
N
E

1
ZON
E

1
ZON
E

1
ZONE 1ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2
ZONE 2
ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 2
ZONE 2
ZONE 2
ZON
E

2
Z
O
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E

2
ZON
E

2
ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 1ZONE 1ZONE 1
ZONE 1
SETUP NO. 1
SETUP NO. 2
SETUP NO. 5
BURY BYPASS PUMP
PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS
BURY BYPASS PUMP
PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS
SETUP NO. 7
SETUP NO. 6
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFF0 120'
SCALE 1"=60' AT ORIGINAL SIZE
906030
N
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
BYPASS PUMPING PLAN
C3.01
NOTES:
1.BYPASS PIPING TO BE PLACED WITHIN LIMITS OF DISTURBANCE WHEN NOT ON PAVEMENT.
2.THE CONTRACTOR SHALL SECURE PUMPS ACCORDING TO THE PROVIDED FLOW INFORMATION
AND NOTE 8, WHICH EVER IS GREATER.
3.BACK UP PUMP SYSTEM MUST BE PROVIDED TO ACHIEVE 100% REDUNDANCY, AND MUST BE
CONNECTED READY TO PUMP AT ALL TIMES. BACKUP PUMP SHOULD BE OPERATED VIA FLOAT.
4.NO FLOW THROUGH SEWER PLUGS ARE ALLOWED. USE A MECHANICAL SEWER PLUG (SEE
CORPUD HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION MANHOLE.
5.RESTRAIN PIPING DURING BYPASS OPERATIONS.
6.NOT ALL SANITARY SEWER SERVICE LINES ARE SHOWN ON THESE PLANS. CONTRACTOR TO
BYPASS SEWER LATERALS AS NECESSARY TO MAINTAIN SEWER SERVICE AND PREVENT
SENITARY SEWER OVERFLOWS DURING CONSTRUCTION.
7.A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO PUBLIC
UTILITIES PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION
ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES
THE AVERAGE DAILY FLOW WITH A MINIMUM OF 50 GPM) FOR THE LINE OR AREA OF WORK. THE
CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED
FLOW INFORMATION. PUMPING OPERATIONS MUST BE MONITORED 24 HOURS A DAY FOR EACH
DAY OF THE PUMPING OPERATION BY QUALIFIED PERSONNEL IN ORDER TO RESPOND TO
PROBLEMS OR FAILURES. 100% REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. IN
ADDITION, BACK UP PUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE
IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS.
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
C A P I
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PIGEON HOUSE

B
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A
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PIGEON HOUSE BRANCH
W
W
S
S
W
S
S
S
S
S
TO BE ABANDONED
WHH
D
D
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S
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S
S
S
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S
S
S
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INLET
INLETINLET
S
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C A P I T A L B O U L E V A R D (SOUTHBO
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N
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)
C A P I T A L B O U L E V A R D (NORTHBO
U
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)
PI
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OLD WILLIAMSON ROADS
CAPI
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TO WADE AVE
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PIG
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B
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D
GB-01
GB-02
GB-03
GB-04
GB-05FAIRVIEWROAD
US-1/SR-401
US-1/SR-401
US-1/
S
R-401
US-1/
S
R-401
S
TO BE ABANDONED
D
D
D
LTLTLTLTLTLTLTLTW / LTW / LTW / LTW / LTW / LTW / LTW / LTW / LTLTLTLTW / LTLTLTW / LTW / LTLTRIP-RAPW / LTW / LTW / LTW / LTLTW / LTW / LT
LT
LT
W / LT W / LT
LT
LT
LT
W / LT
W / LT
LT LT LT
LT LT
LT
LTLT
LT
LT
W / LT
LT
W / LT
LT
W / LT
W / LT
W / LT
W / LT
W / LT
W / LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
W / LT
W / LT W / LT
W / LT
W / LT
W / LT
LT
LT
UNKNOWN PIPE ENDSCRUB
SCRUB
SCRUBSCRUB
SCRUB
60
2
242
.
0
3
612
283
.
0
4 ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZON
E
2
ZONE 2
ZON
E

2
ZONE
2
ZONE 2
ZONE 2 ZONE 2
ZON
E
2
ZONE 2 ZONE 2
ZONE 2
ZONE 2
ZONE 2 ZONE 2 ZONE 2
ZONE
1 ZONE 1
ZONE 1 ZONE 1
ZONE 1ZONE 1ZONE
1
ZONE

1
ZONE 2ZON
E
2
ZONE
2
ZONE 1ZONE
1
ZONE
1ZONE
2
29
30
31
28
26 25
24
23
32
37
38
39
35
33
36
34
27
27A27B
268
269
270
SETUP NO. 3
SETUP NO. 4
BURY BYPASS
PUMP PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS
BURY BYPASS
PUMP PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS
BURY BYPASS
PUMP PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS BURY BYPASS
PUMP PIPE BELOW
ENTRANCE TO
MAINTAIN ACCESS
SETUP NO. 8
CLEAR TREES AS NECESSARY FOR
BYPASS PUMPING. REPLANT
SIMILAR TYPE TREES, MIN 5'
HEIGHT.
0 120'
SCALE 1"=60' AT ORIGINAL SIZE
906030
N
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES________________________________
PUBLIC UTILITIES________________________________________________
STORMWATER___________________________________________________
PLANNING/ZONING_______________________________________________
FIRE____________________________________________________________
URBAN FORESTRY_______________________________________________
SITE ACCESSIBILITY______________________________________________
BYPASS PUMPING PLAN
C3.02
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________DETAILSC4.01This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
48" CASING18" CASINGTYPICAL CASING PLUG(EXCLUDING VENT PIPE)PER DETAIL S-18X'GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
12" TYPICALCONCRETE DRIVEWAYS OR PARKING LOTS6-INCHES 3,000 PSI CONCRETE, MIX NO. 2WWF 6X6-W2.9xW2.9ASPHALT DRIVEWAY OR PARKING LOT2-INCHES TYPE SF-9.5A6-INCHES ABC(COMPACTED DEPTH)GRAVEL DRIVEWAY ORPARKING LOT6-INCHES ABC(COMPACTED DEPTH)FINAL BACKFILLSEE PIPE EMBEDMENTDETAILMETALLIC MARKINGTAPEFINAL BACKFILLTRENCH MATERIAL OR SELECTBACKFILL MATERIAL PLACED IN12" LIFTS AND COMPACTED TO90% OF STANDARD PROCTOR.FINAL BACKFILLSEE PIPE EMBEDMENTDETAIL BELOWBEDDINGDEPTH ASREQUIRED(MIN. 6 INCHES)HAUNCHINGINITIAL BACKFILLNO. 67AGGREGATE24" (MIN)SEE FINAL BACKFILLDETAIL ABOVEPIPE SPRINGLINE6"(MIN)6" (MIN) BEDDINGHAUNCHINGINITIAL BACKFILLNO. 67 AGGREGATE24" (MIN)SEE FINAL BACKFILLDETAIL ABOVEPIPE SPRINGLINEUNDISTURBED EARTH12"(MAX)UNDISTURBED EARTH6"(MIN)12"(MAX)TRENCH NOTES:1.TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.2.THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAWCUT MACHINE.3.NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN INITIAL BACKFILL, HAUNCHING OR BEDDING UNLESS OTHERWISE SPECIFIED.4.NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.5.ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL UNLESS OTHERWISE REQUIRED.6.INITIAL BACKFILL SHALL BE TAMPED IN 6" LIFTS.7.FINAL BACKFILL SHALL BE CLASS I, II, OR III FOR CCFRPM PIPE TAMPED IN 6" LIFTS REGARDLESS OF LOCATION (EXCLUDING NCDOT RIGHS-OF-WAY).8.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH STANDARDS, DETAILS AND SPECIFICATIONS.9.THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.10.THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.11.NO HAND PATCHING ALLOWED.6"(MIN)12"(MAX)6"(MIN)12"(MAX)NO. 67 IN NC DOTCLASS I, II, OR IIIIN OTHER AREASPOSITIVE SHORING ASREQUIRED BY NCDOT INCAPITAL BOULEVARDSERVICE ROAD PERDETAIL 2 ABOVE24" ±12" (MIN)FINAL BACKFILLNO. 67 MATERIAL PLACED IN 6"LIFTS AND COMPACTED TO AMINIMUM 95% OF STANDARDPROCTOR.METALLIC MARKINGTAPESEE PIPE EMBEDMENTDETAILFINAL BACKFILL12" (MIN)FINAL BACKFILLCOMPACTED FILL MATERIALPLACED IN 6" LIFTS ANDCOMPACTED TO A MINIMUM 95%OF STANDARD PROCTOR.GEOTEXTILE FABRICThis Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
DETAILSC4.0224" ±FINAL BACKFILLNO. 67 MATERIAL PLACED IN 6"LIFTS AND COMPACTED TO AMINIMUM 95% OF STANDARDPROCTOR.METALLIC MARKINGTAPESEE PIPE EMBEDMENTDETAILFINAL BACKFILLUS-1 SERVICE ROAD FROMFAIRVIEW ROAD TO WADE AVENUECONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________MILLED AREA3-INCH TYPE SF-9.5A12-INCHES ABC (COMPACTED DEPTH)100% T-80 STANDARD PROCTOR12" (MIN.)12" (MIN.)24"±METALLIC MARKING TAPEFINAL BACKFILLCOMPACTED FILL MATERIAL PLACEDIN 6" LIFTS AND COMPACTED TO AMINIMUM 95% OF STANDARD PROCTORFINAL BACKFILLSEE PIPE EMBEDMENT DETAIL12"KEY-IN12"KEY-INEXISTING PAVEMENTEXISTING PAVEMENTEXISTING ABCEXISTING ABC8 - INCHES ABC (COMPACTED DEPTH)100% PER STANDARD PROCTOR3" TYPE SF-9.5AFROM CURB TO CURB12" CONCRETECURB (TYP)3" TYPE SF-9.5AFROM CURB TO CURB12" ABC (COMPACTED DEPTH)100% PER STANDARD PROCTORPOSITIVE SHORING ASREQUIRED BY NCDOT INCAPITAL BOULEVARDSERVICE ROAD8"8" COMPACTED DEPTHTO A MINIMUM OF 100%STANDARD PROCTOR12" (MIN)12" (MIN)US-1 SERVICE ROAD FROMWAKE FOREST ROAD TO FAIRVIEW ROADDRIVEWAYS AND PARKING LOTSUNIMPROVED AREASFINISHED GRADE6-INCHES TOPSOIL, SEED, MULCHOLD WILLIAMSON ROAD2-INCH TYPE S9.5B OR TYPE S9.5CPER NCDOT 16.1 PERMIT LOCATIONS10-INCH B25.0B OR B25.0C PERNCDOT 16.1 PERMIT LOCATIONS8-INCHES ABC (COMPACTED DEPTH)100% STANDARD PROCTOR12" (MIN.)12" (MIN.)24"±METALLIC MARKING TAPEFINAL BACKFILLFLOWABLE FILL CONCRETE ORABC MATERIAL PLACED IN 6"LIFTS AND COMPACTED TO AMINIMUM 95% OF STANDARDPROCTORFINAL BACKFILLSEE PIPE EMBEDMENT DETAILNCDOT ROAD US-1 NORTH/SOUTH TRAVEL LANES123456POSITIVE SHORING ASREQUIRED BY NCDOT INCAPITAL BOULEVARDSERVICE ROAD PERDETAIL 2 ABOVEPVC PIPE EMBEDMENT7FRPM PIPE EMBEDMENT8NOT TO SCALETRENCH DETAILSNOT TO SCALEROAD RESTORATION DETAILSEMERGENCY TRANSVERSE CONSTRUCTION JOINTT/2
T/2
T
JOINT SEALERSEE DETAIL ‘C’TIE BAR @ 12" CENTERS30"1515"DETAIL ‘C’JOINT SEALER"""–"1 " MIN.BACKER ROD" DIA.SLABTHICKNESSTIE BARLENGTH "L"""30"30"TIE BARDIA. "D"8" OR LESS9" OR ABOVETABLE II - LONGITUDINAL TIE BARSLONGITUDINAL OR TRANSVERSE SECTION ‘A-A’CEMENT CONCRETEPROPOSED PORTLANDWASHERRETAININGTIE BARDOWEL ORPROPOSED PORTLAND CEMENT CONCRETETOEXISTING PORTLAND CEMENT CONCRETEBASE COURSEPAVEMENTCEMENT CONCRETEEXISTING PORTLANDEXISTING BASE COURSELL/2T/2
T SECTION 1081 OF THE STANDARD SPECIFICATIONS FOR TYPE 3 OR 3A ADHESIVES. SEE STANDARD DRAWING 700.01 FOR BAR SIZES AND OTHER JOINT RELATED INFORMATION. PROVIDE ADHEVSIVE BONDING MATERIAL SPECIFICED BY TO HOLD THE ADHESIVE MATERIAL IN PLACE. THE RETAINING WASHERS SHALL BE: I.D.=BAR O.D., O.D.=HOLE I.D. + " MIN., THICKNESS= " MIN. UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER OF THE ADHESIVE. USE RETAINING WASHERS (NYLON, PLACTIC OR COMPOSTIE) ON ALL BARS ENGINEER. MEASURE THE HOLES, TO ACCEPT THESE BARS, THE O.D. OF THE BAR PLUS " IN DIAMETER AND THE LENGTH OF THE BAR PLUS 1" THE TRANSVERSE JOINTS AT 12" ON CENTER. THE PLACEMENT AND/OR SPACING OF TIE OR DOWEL BARS MAY BE MODIFIED BY THE PLANS OR THE-PLACE TIE BARS (DEFORMED STEEL BARS) ALONG THE LONGITUDINAL JOINTS AT 30" ON CENTER. PLACE DOWEL BARS (SMOOTH STEEL BARS) ALONG-JOIN PAVEMENTS AS SHOWN ON THIS DETAIL OR AS DIRECTED BY THE ENGINEER.GENERAL NOTES:PORTLAND CEMENT CONCRETE TO PORTLAND CEMENT CONCRETEPAVEMENT CONNECTION DETAILGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable
codes. this limited review, and authorization for construction is not to be considered to
represent total compliance with all legal requirements for development and construction.
The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below
is is not a permit, nor shall it be constructed to permit any violation of City, State or Federal
Law. All Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
ABANDON MANHOLE - IN PAVEMENT
NOT TO SCALEVARIABLE4'-6' DIA.VARIABLEGROUT 1-FT ABOVE
TOP OF HIGHEST
INVERT PIPE
REMOVE CONE OR
DEMOLISH MANHOLE
AT LEAST TWO FEET
BELOW GRADE
REMOVE FRAME AND
COVER
EXISTING PAVEMENTEXISTING PAVEMENT
VARIABLE4'-6' DIA.VARIABLEEXISTING SHELF
PLUG LATERALS
WITH GROUT
SEE TRENCH
RESTORATION DETAILS
FILL MANHOLE WITH ABC
DEMOLISH AND GROUT
(STEP 1)
FILL MANHOLE WITH ABC
AND RESTORE PAVEMENT
(STEP 2)
ABANDONED SEWER
PIPE
EXISTING PAVEMENT
EXISTING ABC EXISTING ABC
EXISTING PAVEMENT
ABANDONED SEWER
PIPE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TYPICAL PIPE SECTION & ELEVATION
REVISIONS DATE REVISIONS DATEDWG. NO.
S-13
MIN
STANDARD
MANHOLE
PIPE JOINT, TYP
NON-SHRINK
GROUT PLUG,
SEE DWG S-17
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
SEE DWG S-39
STEEL CASING PIPE
DIP CARRIER PIPE
MANHOLE
STANDARD
STEEL CASING PIPE
EXISTING GRADE
PIPE SUPPORT,
SEE DWG S-14
RJ DIP CARRIER PIPE
AERIAL PIPE CROSSING
SECTION
ELEVATION
EXISTING GRADE
2'-0"2'-0"
ANCHOR BOLTS & STRAPS
3/4" STAINLESS STEEL
ANCHOR BOLTS & STRAPS
3/4" STAINLESS STEEL
D.H.L.6/16/08
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CASING PIPE DETAILS
REVISIONS DATE REVISIONS DATEDWG. NO.
S-18
TURN DOWN ELBOW
WITH INSECT SCREEN
2" Ø GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
PROVIDE 2" Ø GALV STEEL DRAIN
IN BULKHEAD AT LOW END
OF CASING PIPE AND 1/3
CU YD OF CRUSHED STONE
AT DRAIN, WRAP STONE 12"BULKHEAD AT EACH
END OF CASING PIPE
STEEL CASING PIPE
DIP CARRIER PIPE
TYPICAL CASING PIPE PLUG
NON-SHRINK GROUT
WITH FILTER FABRIC
FINISHED GRADE
CARRIER PIPE
PLATE, TYP
5/8" Ø A325 BOLT
3/16 4
1" R ON ALL CORNERS
CASING PIPE
PIPE ALIGNMENT GUIDE
AERIAL PIPE CROSSING
CASING PIPE
ALL AROUND
ASSIST GROUT PLACEMENT,
STYROFOAM PLUG TO
PROVIDE PLASTIC SHEET
BOND-BREAKER BETWEEN
CARRIER PIPE AND GROUT,
ALL AROUND
3/8"x4" STEEL
3/8" STEEL PLATE, TYP
NOTE:
NON-SHRINK GROUT SHALL BE
"EUCO-N-S" BY THE EUCLID
CHEMICAL COMPANY; "MASTERFLOW
713" BY MASTER BUILDERS,
OR EQUAL.2"8"
NOTE:
A.B.B.4-16-04
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
D.H.L.6-18-08
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
* ALL BASES ARE MINIMUM 9" THICK
REINFORCED CONCRETE BASE
EXTENDED BASE OR CAST-IN-PLACE
CL. "A" CONCRETE TOTAL CU. YDS. 1,778
T2
BAR
BILL OF MATERIAL FOR 4' MANHOLE
SIZE
#5 7'-6"
LENGTH NO.
24 165
WT. LBS.
BILL OF MATERIAL FOR 4' MANHOLE
BAR SIZE LENGTH NO.WT. LBS.
T2 #5 5'-6"18 103
CL. "A" CONCRETE TOTAL CU. YDS. 1,000
CL. "A" CONCRETE TOTAL CU. YDS. 1,361
T1 #5
SIZEBAR
BILL OF MATERIAL FOR 4' MANHOLE
LENGTH
6'-6"20
NO.WT. LBS.
136
6' PRECAST MANHOLE
REINFORCED CONC. FOOTING FOR 8'-0"S-21 3-1-87T2 BARS AT 8" CTST1 OR T2 BAR
8'-0"
T2 BARS AT 8" CTS
5' PRECAST MANHOLE
REINFORCED CONC. FOOTING FOR
4" PRECAST MANHOLE
REINFORCED CONC. FOOTING FOR
7'-0"6'-0"T1 BARS AT 8" CTS7'-0"
T1 BARS AT 8" CTS
6'-0"T2 BARS AT 8" CTST2 BARS AT 8" CTS
RRH 3-30-00
STRAIGHT BAR
2-9-05ABB
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
SEWER MANHOLE
STANDARD PRECAST SANITARY
RUBBER BOOTVARIABLE
S-20
SECTION A-A
9"
6"
4"
4'-6' DIA. AS
REQUIRED 2'-6" MIN.Y.C.A.12-31-92
2'-O"
24" MAX
RRH 3-30-00
A A
ABB 2-21-05
D.H.L.6-16-08
"O" RING SEAL
OR
RAM-NECK
SEE C.O.R. STANDARD
S-25 FOR MANHOLE
FRAME AND COVER
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE
TO PROVIDE A WATER TIGHT SEAL.
ECCENTRIC M.H. CONE
MAY BE USED ON 8" , 10"
AND 12" SEWER MAINS.
MANHOLE CONE AND
BARREL SECTIONS
SHALL BE AS PER ASTM.
STANDARDS
LATERAL INVERT SHALL NOT
BE LOWER THAN MAIN SPRING-
LINE. MANHOLE SHALL BE 2'
ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
PLAIN. WHEN MANHOLE TOPS
ARE IN EXCESS OF 3' ABOVE
GRADE. OUTSIDE STEPS MUST
BE PROVIDED. SEE STANDARD
S-28 FOR STEP DETAIL. IN NON
TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE.
MIN. 9" COMPACTED #67 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
SEE SEWER DESIGN
SECTION
SHELF
SLOPE 60°
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
AND MANHOLE MARKER
GRAVITY SEWER MAIN TRACER WIRE
S-20A WKD 09-14
STANDARD
INDUSTRIAL CRIMP
(SIMILAR METAL),
TYP
EXISTING GRADE
VARIES, SEE NOTE 1LOOP 3 FT (MIN)
OF WIRE INTO
TEST STATION
TEST STATION OR TEST PORT-
STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
PAINTED GREEN, PLACED ABOVE
DOWNSTREAM SEWER
WRAP TRACER
WIRE AROUND
CIRCUMFERENCE OF
MANHOLE AND SPLICE
TO TRACER WIRE FOR
DOWNSTREAM SEWER
MAIN
SEWER
LATERAL
FLOW
SEWER
MAIN
SEWER
SADDLE
TAP
SEE
NOTE 2
NO. 12 GAUGE
SOLID BARE
COPPER TRACER
WIRE, TYP
2'-6"
4'-6"
PLASTIC GREEN
MANHOLE
MARKER-LABELED
SEWER MANHOLE, SEE
NOTE 3
NOTES:
1.THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY
MAIN AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE SHALL BE ATTACHED
TO THE PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT
INTERVALS. FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING
WIRE SHALL BE INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE
DURING THE EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE
PERMITTED.
2.WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE
ALLOWED TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
3.MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER
OR OWNER'S REPRESENTATIVE.
12" HOLE
FILLED WITH
CONCRETE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
PILE CAP DETAIL
REVISIONS DATE REVISIONS DATEDWG. NO.
S-15
DIAMETER
(IN.)"A" (FT.)
WIDTH SPACING
"B" (FT.)
6'-0"3'-0"
3'-6"6'-6"
7'-3"4'-3"
8'-0"5'-0"
CASING PIPE TOTAL PILE
< 36
38-42
45-51
54-60
#3 STIRRUP
#3 STIRRUP
BELOW PIPE
(BEYOND)
HP12x53 TYP**2-1/4"x3" STRAPS WITH
1/4"x6" NEOPRENE
PAD ADHERED TO
** 3/4"
ANCHOR BOLTS
SNUG FIT
#3 STIRRUPS
@6", TYP
4-#4, TYP
4-#4
4-#7
#3 CIRCULAR
HOOPS, TYP
SADDLE
HP 12x53
STEEL PILE
3
12
3
12
STEEL PILE
WIDTH OF PILE CAP
ASTM A307
MINPILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS
DETAIL IS BASED UPON THE FOLLOWING PARAMETERS:
MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM
THESE PARAMETERS, FOUNDATION DESIGN SHALL BE
REVIEWED BY THE PROJECT ENGINEER.
LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP
30 TON CAPACITY BY EITHER END BEARING, FRICTION OR
A COMBINATION OF END BEARING AND FRICTION. AS A
MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO
UNDISTURBED SOIL.
1.
2.
NOTES:
120°
AERIAL PIPE CROSSING
OR A36
12"TYPFOR PILE SPLICE,
SEE DWG S-19
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
18"18"18"B
A
18"9"3'-0"**3.ANCHOR BOLTS AND STRAPS SHALL BE STAINLESS STEEL.
D.H.L.6/16/08
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFDETAILS
C4.03
EXISTING ABC EXISTING ABC
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable
codes. this limited review, and authorization for construction is not to be considered to
represent total compliance with all legal requirements for development and construction.
The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below
is is not a permit, nor shall it be constructed to permit any violation of City, State or Federal
Law. All Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
FACE OF COVER
GASKET IN VERTICAL
S-26 3-1-87
PLAN
RECESSED FLUSH
1" LETTERING
MINIMUM A/G WEIGHT
FRAME
COVER
TOTAL
182
160
342
A
TOP OF COVER
STAINLESS STEEL ROD
SECTION ATYPICAL LIFTING DEVICE
5/8" o
3-1-87
RRH 3-30-00
ANCHORED IN
RING MUST BE
ACCORDANCE
WITH S-25
ABB 8-29-05
(2) LIFTING
BARS
M A D E IN USA4- 1" DIA
HOLES @ 120°DO N O T E N T E R C ONFINED
S
P
A
C
EPERMIT R E Q U IR EDD A NGE
R
SEW E RSAN I T A
RYD.H.L.6/18/08
1"
7 1/2"
1"
28 1/4"
26 1/4"
22"
34"
26"
3"28"
MANHOLE FRAME AND WATERTIGHT
COVER
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.MANHOLE.# 67 STONE BASE.PROVIDE A MINIMUM 9" COMPACTED4. THE CONTRACTOR SHALLS-20, FOR PRECAST MANHOLES.3. SEE STANDARD DETAIL12-31-91S-22 Y.C.A.CONSTRUCTION OF A NEW LATERAL NECESSITATESWHEN A 6" OR LARGER 2. THIS DETAIL TO BE USED DURING CONSTRUCTION.1. FLOW SHALL BE MAINTAINEDNOTES:SAW TO CUT SPRINGLINESECTION ALONG CENTERLINE OF EXISTING MAINEXISTING SEWER MAINGROUT6"6"6"GROUT4"EXTEND OVER INVERT5. FOR USE ON DIP, CONCRETE, AND PVC ONLY.9"SECTION AT RIGHT ANGLE TO EXISTING MAINRRH 3-30-00 (NOT ALLOWED ON VCP)A.B.B.1-19-056. SEE DETAIL S-21 FOR REINFORCING OF POUREDIN-PLACE BASED.H.L.6/16/084'-0" FOR 8" TO 12" MAINS5'-0" FOR 15" TO 30" MAINS6'-0" FOR 36" TO 54" MAINSEXISTINGSEWERMAINSTANDARD MANHOLE INSTALLATION
OVER EXISTING SEWER MAIN
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-24
VENT DETAIL
HYFE
3'-0"
HYFE
3'-0"
MIN. 12" PRE-CAST
TOP SLAB
9" STONE
* SEE VENT DETAIL
D.W.C.6-7-99
FLANGE
GASKET
STAINLESS
STEEL BOLTS
NOTES:
RRH 3-30-00
4" "HOT DIPPED"
GALV. PIPE
A.B.B.4-15-04
WALL COLLAR
D.H.L.6/16/08
CAM-LOK WATER
TIGHT MANHOLE
FRAME AND COVER
CENTERED IN TOP
SEAL AROUND
VENT PIPE
THROUGH
MANHOLE
VENT OPENING TO BE TWO FOOT
ABOVE HUNDRED YEAR FLOOD
ELEVATION
VENT OPENING
TO BE SCREENED
FACTORY CAST IN PLACE
GALVANIZED PIPE FLANGE
12" ABOVE MH TOP
PROPOSED
GRADE
MANHOLE TO
HAVE CAST IN
RISER OPPOSITE
STEPS TO
ACCOMODATE 4"
"HOT DIPPED"
GALVANIZED
PIPE.
STANDARD SEAL TIGHT
MANHOLE WITH VENTED STACK
SLOPE FINISHED
GRADE AWAY FROM
MANHOLE ALL SIDES.
* OTHER
ACCEPTABLE
COVERS
1. VENT MUST BE FACTORY
WELDED FABRICATED AND "HOT
DIPPED" GALVANIZED.
2.HYFE- Hundred Year Flood
elevation
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 5/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
R
DAME N UI
ES EW
S A
RTAIANSY
23 1/2"21"
1"
2 3/4"

CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
3-1-87
FLAT TOP
MANHOLE COVER
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH
3-1-87S-25a 3-1-87
RRH 3-30-005/8 DIA.COVERMACHINED SURFACE(2) LIFTINGBARBARSRUBBER GASKET45 DUROMETERSECTION 'B-B'(2)- S.S. PENTAGON HEADBOLT CAMLOCKING DEVICEBB(1) 1" VENTHOLERING3- 1" DIAHOLES @ 120°1 3/826 1/16427 7/1626 1/82426 1/83134 Note: solid cover required when water tight
manhole specified.
1 14"
A
S
M
S
DAE NI SU A
EWE R
AINT
Y
R
NOTE: CONCRETE COLLAR SHALL
EXTEND 2" BELOW TOP OF PRECAST
CONE
2"
2"
1.PROVIDE MANHOLE ADAPTER ON EX. PVC PIPE. MANHOLE
ADAPTER SHALL BE PCX MA BY PIPECONX, CMA BY FERNCO,
CMA BY EJ PRESCOTT, OR EQUAL.
SEE NOTE 1
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFDETAILS
C4.04
NOTES
1.MANHOLES SHALL NOT HAVE MANHOLE STEPS
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO.
S-53
REVISIONS DATE REVISIONS DATE
MAB 11-6-13
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.MIN. GRADE 1%BARREL OF PIPE BEDDING(CLASS II, III, OR IV)1 PIECE OF PIPEWHEN SEWER CLEAN OUT IS INPAVEMENT OR IMPERVIOUS SURFACE,IT MUST BE INSTALLED INSIDE A VALVEBOX (OR MINI-MANHOLE) WITH COVERLABELED "SEWER".MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BENDMUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHINGEXISTINGTYPICAL SANITARY SEWER
6-92
LATERAL CONNECTION
Y.C.A.MAINOF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OFDETAILS, SEE STANDARDDETAIL S-31 & S-32.FOR SADDLE INSTALLATIONSADDLE OR IN-LINE WYE8",10" OR 12" TAPPING1/16" OR 1/8" BENDALL TAPS WILL BE MADE USING MECHANICAL TAPPINGBE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.THE FULL LENGTH OF THE SERVICE DITCH SHALLPAVEMENTS-30 NOTE: PAVEMENT OPTIONMUST BE 2" BELOW GRADECURB(ONE PIECE)AND 1/8 BENDCOMBINATION WYEWITH PERMANENT1.O' EXTENSION4" D.I. ORPLUG CAPCAST IRON OR BRONZECLEAN OUT PLUGGRADEFINISHEDLINEPROPERTYPVC PIPERRH 3-30-00
A.B.B.4-8-044' DIAMETER CONCRETECOLLAR 6" THICK*SERVICE LATERAL MATERIAL AS REQUIREDDETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL.D.H.L.6-18-08 45° SEWERSADDLEINSTALLATIONS BYUTILITY CONTRACTORSBEYOND THE PROPERTYOR EASEMENT LINEREQUIRE A "PLUMBINGUTILITY" PERMIT ANDARE INSPECTED BY THEPLUMBING INSPECTOR.DO NOT BACKFILL PRIORTO INSPECTION.CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.EXISTINGTYPICAL SANITARY SEWER
9-14
LATERAL TRACER WIRE
WKD MAINPAVEMENTS-30ANOTES:CURBCAST IRON OR BRONZECLEAN OUT PLUGGRADEFINISHEDLINEPROPERTY12"EXTEND TRACERWIRE TO JUSTBELOW CLEAN OUTPLUGLOOP TRACER WIRETWICE AROUNDCLEANOUT ASSEMBLYTRACER WIRE-NO. 12GAUGE SOLIDCOPPER BARE WIREMAIN TRACER WIREFOR NEW MAINNEW SERVICE ON EXISTING MAIN-PROVIDE MAGNESIUM ANODE (1 LB MIN) REQUIREDWHERE NO TRACER WIRE IS INSTALLED ON SEWERMAIN1.THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE.WHERE JOINTS ARE NECESSITATED IN THE WIRE, THE JOINTS SHALL BE SECURELYBONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TOPROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL.2.THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THETEST PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUTASSEMBLY AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OFAPPROXIMATELY 12" BELOW GRADE.3.SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACERWIRE AND THE LATERAL TRACER WIRE.4.FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDEAN ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAPON THE EXISTING SEWER MAIN.CLEANOUTASSEMBLYSEWERLATERALCITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-34
4" CLEANOUT PLUG
D.W.C.
3-1-87
3-27-98
4.00"
INVERTED NUT
RAISED NUT
RRH 3-30-00
STANDARD 4" BRONZE CLEANOUT
PLUG
CLEANOUT FERRULE WITH
PLUG
STYLES
ACCEPTED:
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8"x4" STEEL
PLATE, TYP
5/8" A325 BOLT
CASING PIPE
1" RAD ON ALL CORNERS
3/16 4
S-39
PIPE ALIGNMENT GUIDE
RRH 3-31-00
A.B.B.4-16-04
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE
FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL
AND SPIGOT ENDS.
NOTE:PROPOSED PIPELINE OVER EXISTING PIPE12"2500 PSI CONCRETETRANSIT MIXEDMINPROPOSEDPIPELINEC6" MIN24" MAXPIPEEXISTNOTE: NO ENCASEMENT REQUIRED FOR SPACE GREATER THAN 24" FOR SEWER LINESPIPELINEPROPOSEDPROPOSED PIPELINE UNDER EXISTING PIPE6"6"PIPEO.D.EXISTPIPE24" MAX6" MINJOINT FILLER MATERIAL1" THICK COMPRESSIBLELLCCLLCCITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-49 2-20-08DHL
CONCRETE CRADLE PROTECTION FOR
SEWER LINE CROSSINGSFULL TRENCH WIDTH1.WHEN DIP WYES ARE USED, THE LATERAL SHALL BE DIP
FROM WYE THRU CLEANOUT. USE PVC UPSTREAM OF
CLEANOUT TO BUILDING.
2.WHEN CONNECTING TO 8" OR 10" PVC OR DIP, USE PVC AND
DIP WYES, RESPECTIVELY.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-31
SADDLE INSTALLATION LIMITS
45° PVC SADDLE
PIPE CROWN
3-1-87
FLOWFLOW
RRH 3-30-00SADDLELPIPE SPRINGLINEC45°
PIPE CROWN
45°
LC
CL
LATERAL SADDLE INSTALLATION
DETAIL FOR PVC PIPE
STAINLESS
STEEL
CLAMPS
PVC TO D.I. PIPE ADAPTER
- USE 'FERNCO COUPLING
445-401' OR APPROVED
EQUAL TO SEAL.
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON
BEND WITH#67 STONE AS
SHOWN ON S-4.SADDLELCCITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.45° CAST IRONTYPE C304 STAINLESSGENECO E40 OR EQUALNOTE: SADDLE TO BE3-1-87 FLOWNUTS AND WASHERSSADDLEBEYOND O.D. OFPROJECTING 1/2"TAPERED SPIGOTMAINS-32AA PIPE CROWNSTRAPSTAINLESS STEEL24 GA. TYP. C304LSTEEL T-BOLTSTYPE C304 STAINLESSSPRINGLINEPIPESPOT WELDED2.5"FLOWFACTO
RY APPLIE
D
EPOXY
SCH. 40 PVC PIPESADDLE45°PIPE CROWN45°FLOW
3-1-87
RRH 3-30-00
LATERAL SADDLE INSTALLATION DETAIL
FOR VCP AND DUCTILE IRON PIPEASTM C-361-77RUBBERTUBULAR GASKETSUPPLIEDCEMENTED TOSADDLEGASKETED PVCADAPTERASTH A-4BCLASS CASTIRONASPHALTUMPAINTCOATEDALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable
codes. this limited review, and authorization for construction is not to be considered to
represent total compliance with all legal requirements for development and construction.
The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below
is is not a permit, nor shall it be constructed to permit any violation of City, State or Federal
Law. All Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFDETAILS
C4.05
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
REPLACE FRAME AND COVER
(IN ACCORDANCE WITH
HRSD DETAILS)
REHABILITATE
MANHOLE IN
ACCORDANCE
WITH
SPECIFICATION
EXISTING GRADE
PREFORMED JOINT SEALANT BETWEEN FRAME LEVELING RINGS AND CORBEL
GRADE ADJUSTMENT RINGS 12" MAX ADJUSTMENT HEIGHT
WHERE MANHOLES ARE PARTIALLY
DEMOLISHED FOR ACCESS REPLACE
GRADE ADJUSTMENT RINGS AND
TOP CONCRETE CORBEL SECTION
DOWN TO FIRST FULL DIAMETER
SECTION AT MINIMUM
2"
FLEXIBLE EURETHANE COATING, EC-1
RESURFACING COMPOUND
AND EA-4 COATING SYSTEM
DEMOLISH ALL EXISTING
STEPS TO 1" BEHIND SURFACE
AND DO NOT REPLACEVARIES
NOT TO SCALE
MANHOLE REHABILITATION DETAIL
2" BELOW
LOWEST GRADE
ADJUSTMENT
RING
FILL INTERIOR
JOINTS WITH
RESURFACER
FOR MANHOLES WITH EXISTING FRAME AND COVERS
GREATER THAN 24", REMOVE PORTION OF CHIMNEY
AND INSTALL REDUCING RING
REPAIR CRACKS IN
ACCORDANCE TO
CONTRACTOR
RECOMMENDATION
MISSING BRICKS AND
MORTAR TO BE FILLED WITH
CEMENTITIOUS BASE COAT
EXISTING DIRT
MANHOLE INTERIOR
PROVIDE MINIMUM EA-4
COATING IN ACCORDANCE
WITH SPECIFICATION 09900.
MINIMUM 125 MILS DFT
PROVIDE MINIMUM 0.50"
CEMENTITIOUS BASE COAT.
FINAL THICKNESS SHALL BE
SUFFICIENT TO SMOOTH OUT
SURFACE IRREGULARITIES AND
RESTORE STRUCTURE TO
ORIGINAL DIMENSIONS.
EXISTING BRICK AND
MORTAR MANHOLE WALLS
NOT TO SCALE
TYPICAL BRICK WALL REHAB SECTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable
codes. this limited review, and authorization for construction is not to be considered to
represent total compliance with all legal requirements for development and construction.
The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below
is is not a permit, nor shall it be constructed to permit any violation of City, State or Federal
Law. All Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PLANNING/ZONING
FIRE
URBAN FORESTRY
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFDETAILS
C4.06
18"
12"
6"
UTILITY
LINE
(DIAMETER
VARIES)
A
TRENCH WIDTH
UTILITY LINEUTILITY LINEANTI-SEEP
COLLAR
A TRENCHDEPTHTRENCH
WIDTH
ANTI-SEEP COLLAR.
CLASS B CONCRETE
GRADE
REBAR TO PREVENT
PIPE FLOTATION
ANTI-SEEP COLLAR
PLAN VIEW SECTION A-A
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AN/OR NCDOT STANDARDS AND
SPECIFICATION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable
codes. this limited review, and authorization for construction is not to be considered to
represent total compliance with all legal requirements for development and construction.
The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below
is is not a permit, nor shall it be constructed to permit any violation of City, State or Federal
Law. All Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
Approved
By
Checked
By
Project No: 50097464
2610 Wycliff Rd.
Suite 410
Raleigh, NC 27607
Phone: [phone]
Fax: [phone]
NCBELS #F-0929
Dewberry Engineers Inc.
Drawn
By
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
ARH ARH
JW SRH
AS SHOWN
0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 09/21 ANO
L
I
RACHRTON
EVETG
O
A
E
LISS
NFORP
INN REEE
7
A
20 2 6 3
ES L
N
R.H I REDL HOSFFDETAILS
C4.07
TWO CUT-OUTS ON
OPPOSITE SIDES
PVC COUPLING
PVC VORTEX DROP
ASSEMBLY
8" DIAMETER
MANHOLE
60"X60" ALUMINUM DOUBLE LEAF
LOCKABLE HATCH
2" WIDE 1/8" THICK
STAINLESS STEEL STRAPS
AND EXPANSION ANCHORS
BOLTS INTO MANHOLE (TYP)
30" SEWER
CONCRETE FILL
SLOPED TO EFFLUENT PIPE
36" SEWER
NOT TO SCALE
SECTION
ALTERNATIVE 2 - INTERNAL VORTEX DROP
44.50"
24"
24"
73"
44.50"
54"
30" SEWER
36" SEWER
12" SEWER
RIBS
8' DIAMETER MANHOLE
2" WIDE 1/8" THICK
STAINLESS STEEL STRAPS
AND EXPANSION ANCHORS
BOLTS INTO MANHOLE (TYP)
54"
15.95"
PVC VORTEX DROP
ASSEMBLY
R54.
0
0
42"
PLAN
D.I.P.
MANHOLE
MH RING & COVER
"Y" D.I.P.
1'-0"
MANHOLE
INVERT
CONCRETE STONE
UNDISTURBED
GROUND
10" MIN.
D.I. PIPE SECTION MAY NOT ENTER
THROUGH MANHOLE JOINTS OR
CONE SECTION
SET SHORT PIECE OF PIPE AT LESS
THAN 10% SLOPE
8"
36" OUTLET PIPEVARIABLE
NOT TO SCALE
ALTERNATIVE 1 - DIP OUTSIDE DROP
SECTION
PLAN
1'-0"
3000 P.S.I.
CONCRETE
ENCASEMENT
FLATTOP PRECAST MANHOLE
USE RESTRAINED JOIN (TYPICAL)
D.I.P. "Y" WITH 45° ELBOW
FRPMP TO DIP
COUPLING
36" OUTLET PIPE
D.I.P.
12"
MIN.
12"
MIN.
12" MIN.
UNDISTURBED
GROUND
CONCRETE TO
TERMINATE AT
SPRINGLINE OF PIPE
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
LTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTLTW / LTLTLTLTLTLTLTLTLTLTLTLTLTW / LTLTW / LTW / LTW / LTLTLTLTLTLTLTLTLTLTW / LTW / LTW / LTLTLTLTLTW / LTW / LT610237.34611209.37DTTDTGTTTDINLET INLETINLETINLET
DWR
WRCECE 99B9ASCALE 1"=100' AT ORIGINAL SIZE0200'15010050This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________STAGING AREAC5.01GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALOFF-SITE STAGING AREA1827 CAPITAL BLVDTILLERY PLCAPITAL BLVDWAKE FOREST ROADOLD LOUISBURG ROADATLANTIC AVEWAKE FOREST ROAD
FENTON STCAPITAL BLVDDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
N
EVETGOAELISSNFOR
P
INNREEE7A20263ESLNR.HIREDL
HO SFF
E&SC DETAILSC5.02(MAXIMUM)SLOPES2:1 SIDEW(MAXIMUM)2:1 SIDESLOPES18" OVERLAPIN A 6" TRENCH.ANCHOR NETTINGIN CHANNELS OR SLOPES, ROLL OUT STRIPS OF NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.JOIN STRIPS BY ANCHORINGAND OVERLAPPING.MAINTENANCE REQUIREMENTS:1.CONTRACTOR SHALL INSPECT MULCHES PERIODICALLY, AND AFTER RAINSTORMS CHECK FORRILL EROSION. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUTOCCURS, REPAIR SLOPE GRADE, RESEED, AND REINSTALL MULCH AND JUTE MATTING.CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.NOT TO SCALEFLOWINTAKE HOSEINTAKE HOSEPLAN VIEWDISCHARGE HOSESSTREAM DIVERSIONPUMPSCOMPLETED IN ONE DAYTHAT WHICH CAN BELENGTH NOT TO EXCEEDWORK AREACLEAN WATER DIKEDEWATERING PUMPSECTION A-A(2 FOOT MIN.)BASE FLOW + 1 FOOT(12" to 18" DEEP 2' DIA.)SUMP-HOLE OR POOLTO CHECK DAMOR SANDBAGSDISSIPATOR MADE OF RIP RAPONTO A STABLE VELOCITYPUMPS SHOULD DISCHARGEIMPERVIOUS SHEETINGAPPROVDED DEWATERINGDEVICE. PROVIDE POSITIVECROSS SECTION OF SANDBAG DIKE OR CHECK DAMAS APPROPRIATEWORK AREADRAINAGE TO STREAMSEDIMENT DIKEOR SANDBAGSNOTE: MAINTAIN DEWATERING DEVICES WEEKLY AND REMOVE SEDIMENT OFF-SITE TO AN APPROPRIATE SOLID WASTE FACILITY.NOT TO SCALEOVERFLOW WEIR ATCENTER OF OPENINGCURB FILTERNOTES:1.COMPRESS CURB FILTER AGAINST CURB.2.INSTALL CURB FILTER IN FRONT OF CURB INLET OPENING. EACH END SHOULD OVERLAP INLET BY 12".3.MADE OF SYNTHETIC MEDIA AND WEIGHT OF UNIT TO HOLD IT TO CURB SURFACEMAINTENANCE:1. CURB FILTER TO BE CHANGES AFTER EACH RAINFALL WITH IN 24 TO 48 HOURS. REMOVE SEDIMENT OR DEBRIS AND CLEAN FILTER.2. INSPECT CURB FILTERS WEEKLY AND REMOVE SEDIMENT AND DEBRIS.MIN OF 12"OVERLAPNOT TO SCALECURB CATCH BASINRIPARIAN SEEDING SCHEDULE IN PIEDMONT AREASSEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESEMATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE:1.CULTIPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTIPACK (AGAIN) OVER THE SEED BEFORE COVERINGWITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENT OF FLOODING THAT REMOVES SEED AND STRAW FROM THE PREPAREDAREA.2.PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN 'PERMANENT SEED MIX' PROVIDEDHEREIN. IF ANY SPECIES ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER FORSUBSTITUTE SPECIES.3.THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROPRIATE REPLACEMENT,ABOVE BANKFULL TO THE LIMITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT ANDANCHORED INTO THE TOPSOIL WITH POLY DURING OR DISING.4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BAREGROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARENOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED.5.MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.).HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS.6.DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING ORFIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.7.VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 CALENDAR DAYS OF COMPLETION OF ANY PHASE OFGRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.8.AFTER NCDEQ APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES COMPLETELY WITHOUTMACHINES.TYPEPLANTING RATELATE MARCH TO LATE MAY20 LBS./ACRESTRAW MULCH4000 LBS./ACREPERMANENT SEEDING WETLANDSSEE PERMANENT SEEDMIX BELOWSCIENTIFIC NAMECHAMAECRISTA FASCICULATACHAMAECRISTA FASCICULATAUROCHLOA RAMOSACOMMON NAME PARTRIDGE PEA PARTRIDGE PEA BROWNTOP MILLETRYE/GRAIN/WINTER WHEAT MIXOR BARLEYDATESLATE MARCHTO LATE MAYLATE MAY TOLATE MARCHMAY TOAUGUSTAUGUST TOMARCHRATE15 LBS/AC20 LBS/AC20 LBS/AC75 LBS/ACPERMANENT SEED MIXSEEDING SCHEDULE IN PIEDMONT AREASTYPEPLANTING RATELIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESEMATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE:JAN. 1 - MAY 1RYE (GRAIN)RYE (GRAIN)120 LBS./ACRE120 LBS./ACRE2.SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.3.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLEWHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE ISEXPECTED.4.MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIALSHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS.5.DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETICROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.6.PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN DISTURBED FOR MORE THAN 7 CALENDAR DAYS.PROVIDE PERMANENT SEEDING WITHIN 15 CALENDAR DAYS OF ESTABLISHING FINAL GRADES.GERMAN MILLET **40 LBS./ACRE750 LBS./ACREMAY 1 - AUG. 15750 LBS./ACRE1000 LBS./ACREAUG. 15 - DEC. 30FERTILIZER10-10-10 BLEND2000 LBS./ACRE2000 LBS./ACRE2000 LBS./ACRE4000 LBS./ACRE4000 LBS./ACRE4000 LBS./ACRETEMPORARY SEEDINGAUG. 20 - OCT. 25250 LBS./ACRE1000 LBS./ACRE4000 LBS./ACRE4000 LBS./ACREPERMANENT SEEDINGFEB. 1 - MAR. 31BLEND OF 50% KY-31TALL FESCUE AND 50%MIXTURE OF TWO ORMORE TURF-TYPE TALLFESCUE**A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE.***QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST.1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL MINIMUM 4 INCHES DEEP OVER ADVERSE SOIL CONDITIONS.2.RIP THE ENTIRE AREA TO A DEPTH OF 6 INCHES.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER DEBRIS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURE LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL. (SEE BELOW*)5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING. ANCHOR MULCH AGAINST WIND.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS DURING PLANTING SEASON IF POSSIBLE. IF STANDSHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZER AFTER PERMANENT COVER IS ESTABLISHED.* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)FERTILIZER - 1,000 LBS./ACRE OF 10-10-10 SUPERPHOSPHATE - 500 LBS./ACRE AT 20% ANALYSISMULCH - 2 TONS/ACRE OF SMALL GRAIN STRAW ANCHOR - ASPHALT EMULSION AT 0.1 GAL/SY (10 GAL/SQ. FT.)SEEDBED PREPARATIONSEX. GROUNDNCDOT CLASS 1RIP-RAP, 27" THICKFILTER FABRIC OR FILTER LAYER(6" #57 WASHED STONE)WATER EDGERIP-RAP PROTECTION:1.ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANYFILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ONUNDISTURBED SOIL SHALL BE FILLED BY INCREASING THE RIPRAP THICKNESS.2.THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.3.FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURINGINSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALLCONNECTION JOINTS SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.4.RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED.6.RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.7.CONSTRUCT THE APRON ON GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THERECEIVING AREA OF SLIGHTLY BELOW IT.8.ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING WATER AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF ACURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.9.IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATIONMAINTENANCE:INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RAINFALL EVENT (1/2 INCH OR GREATER) TO SEE IF ANY EROSIONAROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENTFURTHER DAMAGE.TYPICAL RIP-RAP DETAILTEMPORARY PUMP AROUNDTYPICAL ROLLED EROSION CONTROLPRODUCT (JUTE) SLOPE INSTALLATIONCURB INLET PROTECTIONGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMEN 0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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E&SC DETAILSC5.03NOTE:WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BEREMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHINGSHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENTTRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHINGMORE CONVENIENT AND EFFECTIVE.MAINTENANCE:1.INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK AND AFTER EVERY RAINFALL.2.REPLACE GRAVEL PAD WHEN AGGREGATE IS CLOGGED WITH SEDIMENT AND/OR WHEN SEDIMENT ISBEING TRACKED ON ROADWAY.3.IIMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTOPUBLIC ROADWAYS.TEMPORARY TYPICALCONSTRUCTION ENTRANCE DETAILPUBLIC ROADABC6" MINDEPTH25'2-3" COARSE WASHEDAGGREGATE2
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'25'R=35'R=35'CONSTRUCTION SPECIFICATION:1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLEMATERIAL PROPERLY AND GRADE IT.2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTHIT.3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. FLOWDITCHLINEWOODEN STAKE8" FABRIC STAPLE18"18"6" COVERDATE: 8/1/18SW-20.23REVISIONSNOT TO SCALESECURE PERMANUFACTURER'SRECOMMENDATIONEXISTINGROADWAYTEMP. INLETPROTECTIONEXISTINGABCPROPOSED OPENTHROAT CATCH BASINEXISTINGROADWAYEXIST / PROPCURBPLAN W / INLETINLET PROTECTION - COR BOXCROSS SECTIONWOODEN STAKE WITH WATTLEANCHORED TO THE TOPDITCHLINEFILTER FABRICOR DITCH LINERFILTER FABRICOR DITCH LINERPROFILE VIEWWATTLE / INLETPROTECTION DETAILEXIST / PROP OPENTHROAT CATCHBASIN COVERCITY OF RALEIGHSTANDARD DETAIL18" MIN DIAMETER WATTLE18" MIN DIAMETER WATTLEFASTENED TO WOODEN STAKEBY NAIL OR STAPLE1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.4. FOR USE OF WATTLE IN A DITCH, GRADE OF DITCH MUST BE <2.5%.NOTES:GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
CONCURRENT REVIEW APPROVALCITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTIONPlans for the proposed use have been reviewed for general compliance withapplicable codes. This limited review, and authorization for construction is not tobe considered to represent total compliance with all legal requirements fordevelopment and construction. The property owner, design consultants, andcontractors are each responsible for compliance with all applicable City, State andFederal laws. This specific authorization below is not a permit, nor shall it beconstrued to permit any violation of City, State or Federal Law. All Constructionmust be in accordance with all Local, State, and Federal Rules and Regulations.TRANSPORTATION FIELD SERVICES________________________________PUBLIC UTILITIES________________________________________________STORMWATER___________________________________________________PLANNING/ZONING_______________________________________________FIRE____________________________________________________________URBAN FORESTRY_______________________________________________SITE ACCESSIBILITY______________________________________________This Drawing shall not be usedfor Construction unless Signedand Sealed For ConstructionGHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
CheckDraftingDateRevisionNoRev:Drawing No:Original SizeTitleProjectClientCheckDesignerDrawnScaleDesignNote: * indicates signatures on original issue of drawing or last revision of drawingArch D(Project Director)ApprovedDateApprovedByCheckedByProject No: 500974642610 Wycliff Rd.Suite 410Raleigh, NC 27607Phone: [phone]Fax: [phone]NCBELS #F-0929Dewberry Engineers Inc.DrawnByPublicSewer Collection / Extension SystemCity of RaleighPublic Utilities Department Permit #Authorization to ConstructDateCITY OF RALEIGH, NORTH CAROLINAUPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT0ARHARHJWSRHAS SHOWN090% SUBMITTALARHSRHSRH03/20100% SUBMITTALARHJWSRH09/21ANOLIRACHRTO
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GRADING, DRAINAGE &EROSION CONTROL DETAILSC5.04NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This General Permit as well as the Certificate of Coverage, after it is received.(b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that Must be ReportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at [phone].3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.1.NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS.2.NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION AND SEDIMENT CONTROL (E&SC) MEASURES HAVE BEEN INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF AGIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED.3.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.4.PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT 919-279-1308 TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING AND CONTACT DEQ DEMLR AT 919-791-4200 AT LEAST 48HOURS PRIOR TO COMMENCING LAND DISTURBING AS PRE-CONSTRUCTION NOTIFICATION.5.UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES BEGIN.6.CONTRACTOR TO INSTALL ORANGE WARNING FENCING OR FLAGGING TO DELINEATE BUFFER AND WETLAND BOUNDARIES WITHIN THE PROJECT LIMITS. MAINTAIN FENCING/FLAGGING THROUGHOUT CONSTRUCTION.7.INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, SILT FENCE OUTLETS, INLET PROTECTION, AND ANY OTHER NECESSARY E&SC MEASURES PER PLAN DETAILS AND NCDEQ REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TOKEEP ALL DIRT OFF PAVED ROADS.8.A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE PLACED ON IMPERVIOUS SURFACES BEFORE THE DEPOSITION OF ANY EXCAVATED MATERIALS9.CONTRACTOR TO USE WATTLES OR SILT FENCE TO DIRECT UPLAND RUN-OFF TO SILT FENCE OUTLETS AND AWAY FROM OPEN EXCAVATIONS, WETLANDS AND STREAMS.10.CALL THE RAPID RESPONSE NUMBER 919-857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION.11.UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.12.AN APPROVED COPY OF THE E&SC PLAN, PLACARD, AND APPROVAL LETTER SHALL BE ON-SITE13.STAKE THE PROPOSED ALIGNMENT.14.CONTRACTOR MAY STAGE MATERIALS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. E&SC MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL ORWASTE AREAS.15.CONTRACTOR SHALL NOT CROSS STREAMS FOR CONSTRUCTION ACCESS. ALL WORK IN STREAMS SHALL OCCUR DURING STREAM BY-PASS PUMPING OPERATIONS.16.PROVIDE IMPERVIOUS DIKE OR COFFER DAM AT LOCATIONS REQUIRED FOR SANITARY SEWER PIPE CONSTRUCTION. USE SPECIAL STILLING BASIN FOR DEWATERING. MAINTAIN DEWATERING DEVICES PER DETAIL. DEWATER UTILITYTRENCHES WITH SPECIAL STILLING BASINS AS WELL (NCDOT STD. 1630.06).17.INSTALL SANITARY SEWER PIPE AND MANHOLES, AND ABANDON SANITARY SEWER AND MANHOLES. REPAIR PAVEMENT.18.EROSION CONTROL SCHEME IS BASED ON LIMITED TIME OF EXPOSURE. PROVIDE GROUNDCOVER AT END OF EACH WORKING DAY TO DISTURBED AREAS.19.PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING OPERATIONS AS SOON AS FEASIBLE, BUT NO LONGER THAN WITHIN 7 CALENDAR DAYS. PROVIDE PERMANENT GROUNDCOVER WITHIN 14 CALENDAR DAYS.20.ALL E&SC DEVICES SHALL BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION. TEMPORARY E&SC MEASURES SHALL BE REMOVED ONCE CONSTRUCTIONIS COMPLETE AND THE SITE HAS BEEN STABILIZED.21.THE CONTRACTOR SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS WEEKLY AND AFTER EVERY RAIN EVENT 1/2" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED ASSPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS AT THE ON-SITE OFFICE FOR AUDIT BYCONTRACTING OFFICER. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSIONCONTROL DEVICES. ADDITIONALLY, CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF-INSPECTIONS' INDICATING DATE DEVICES ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF-INSPECTION' REPORTSSHALL BE MAINTAINED AND SUBMITTED TO THE CITY OF RALEIGH ONCE STABILIZATION OF PROJECT HAS BEEN ACCOMPLISHED AND TEMPORARY MEASURES HAVE BEEN REMOVED. A MINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTSARE TO BE KEPT ON SITE UNTIL THE PROJECT HAS BEEN CLOSED BY THE NCDEQ RALEIGH REGIONAL OFFICE.22.SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLYPROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPSNECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.24.ANY BORROW MATERIAL BROUGHT ONTO THIS SITE SHALL BE FROM A LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. A SINGLE USE BORROW SITE OR AN AREA TO WASTE MATERIAL IS ONLY PERMISSIBLE IF IT IS OPERATEDUNDER THE TOTAL CONTROL OF THE FINANCIALLY RESPONSIBLE PERSON OR FIRM WHO IS DEVELOPING THIS SITE AND HAS BEEN SEPARATELY PERMITTED AND INCORPORATED AS PART OF THIS PLAN MEETING ALL THE REQUIREMENTS OFNC GENERAL STATUTE 74-49(7)f.25.CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY THE STATE AND/OR THE CITY OF RALEIGH PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY THECONTRACTOR ON-SITE AT ALL TIMES.26.PURSUANT TO NC GENERAL STATUTE 113A-54.1(E), THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF EROSION CONTROL DEVICES AT COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS ASOUTLINED IN 5A NCAC 04B.0131. FOR INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000 AND SELF INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A.54.1FORMS SEE: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms27.CALL THE RAPID RESPONSE NUMBER 919-857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.28.CALL DEQ LAND QUALITY AT 919-791-4200 TO SCHEDULE A CLOSEOUT INSPECTION29.CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTER APRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT (E-NOI) FORM. ALL CONSTRUCTION ACTIVITIES ARE REQUIRED TOFOLLOW THE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY WERE APPROVED.30.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OFINTENT (E-NOI) FROM AT dep.nc.gov/NCG01. THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED, A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE,PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.31.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISITdeq.nc.gov/NCG01 SO SUBMIT AND ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.NCG01 SELF-INSPECTION,RECORDKEEPING AND REPORTINGEROSION AND SEDIMENTATION CONTROL SEQUENCE NOTES:GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 100% SUBMITTALFOR REGULATORY APPOVALDocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD89/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

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TMP-1NONE
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
SIGNALS
PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOWPAVEMENT MARKINGS
E
M
P
T
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
PAVEMENT MARKING SYMBOLS
EXISTING LINES
PAVEMENT MARKING SYMBOLS
EXISTING PROPOSED TEMPORARY
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
TUBULAR MARKER
REMOVAL
WORK AREA

FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
TEMP. SHORING (LOCATION PURPOSES ONLY)
E
M
P
T
PORTABLE CONCRETE BARRIER (P.C.B.)
TEMPORARY PAVEMENT
TEMPORARY LINES

TRANSPORTATION MANAGEMENT PLAN
SHEET NO.TITLE

DIRECTION OF TRAFFIC FLOW
FLASHER
DRUM WITH SEQUENTIAL FLASHING WARNING LIGHTS
LEGENDINDEX OF SHEETS
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
TRANSPORTATION MANAGEMENT PLAN
PEDESTRIAN CHANNELIZING DEVICE
TMP-36 THRU TMP-37 TEMPORARY SIGN DESIGNS
TMP-35 APPLICABLE NCDOT STANDARD DRAWINGS
AND DETOUR ROUTES
TMP-23 THRU TMP-34 TEMPORARY TRAFFIC CONTROL SPECIAL DETAILS
TMP-4 THRU TMP-22 TEMPORARY TRAFFIC CONTROL DETAILS
TMP-3 THRU TMP-3C TEMPORARY TRAFFIC CONTROL PHASING
TMP-2 THRU TMP-2A GENERAL NOTES
TMP-1 LEGEND AND INDEX OF SHEETS
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

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CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
(CONTINUED ON TMP-2A)
PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER.
IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD

GENERAL NOTES
TRANSPORTATION MANAGEMENT PLAN
OF THE IBMA BLUEGRASS.
HOURS BEFORE THE START AND FOUR (4) HOURS AFTER THE END
12. FOR THE IBMA BLUEGRASS OCCURRING IN RALEIGH BETWEEN FOUR (4)
FOLLOWING MONDAY AFTER THE WEEK OF BIKE FEST.
THURSDAY OF THE WEEK OF THE BIKE FEST AND 7:00 AM THE
11. FOR THE BIKE FEST, BETWEEN THE HOURS OF 6:00 PM THE
FOLLOWING MONDAY AFTER THE WEEK OF THE ARTSPLOSURE.
THURSDAY OF THE WEEK OF THE ARTSPLOSURE AND 7:00 AM THE
10. FOR THE ARTSPLOSURE, BETWEEN THE HOURS OF 6:00 PM THE
THE END OF THE CITY OF OAKS MARATHON.
FOUR (4) HOURS BEFORE THE START AND FOUR (4) HOURS AFTER
9. FOR THE CITY OF OAKS MARATHON OCCURRING IN RALEIGH BETWEEN
FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 11:00 PM THE
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 AM THE FRIDAY
TUESDAY TO 11:00 PM MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 AM
11:00 PM TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 AM FRIDAY AND
INDEPENDENCE DAY.
BEFORE INDEPENDENCE DAY AND 11:00 PM THE TUESDAY AFTER
MONDAY, THEN BETWEEN THE HOURS OF 6:00 AM THE THURSDAY
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR
INDEPENDENCE DAY.
DAY BEFORE INDEPENDENCE DAY AND 11:00 PM THE DAY AFTER
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 AM THE
11:00 PM TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 AM FRIDAY TO
11:00 PM MONDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 6:00 AM THURSDAY AND
THE FOLLOWING TUESDAY.
FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 11:00 PM
31ST TO 11:00 PM JANUARY 2ND. IF NEW YEARS DAY IS ON A
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 AM DECEMBER
TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURANCE THAT CREATE UNUSUALLY HIGH
HOLIDAY

3. WADE AVE./FLYOVER TO INCLUDE ALL RAMPS AND LOOPS.
2. WAKE FOREST ROAD TO INCLUDE ALL RAMPS AND LOOPS
1. CAPITAL BLVD.
ROAD NAME
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
9:00 PM SUNDAY
7:00 AM SATURDAY THROUGH
AND
FRIDAY
6:00 AM TO 12:00 MIDNIGHT
ALL RAMPS AND LOOPS MONDAY THROUGH THURSDAY
6. WADE AVE./FLYOVER TO INCLUDE 6:00 AM TO 11:00 PM
9:00 PM SUNDAY
4:00 AM SATURDAY THROUGH
AND
MONDAY THROUGH FRIDAY
4:00 PM TO 6:00 PM
RAMPS AND LOOPS AND
5. WAKE FOREST ROAD TO INCLUDE 7:00 AM TO 9:00 AM
SATURDAY AND SUNDAY
8:00 AM TO 12:00 MIDNIGHT
AND
6:00 AM TO 11:00 PM FRIDAY
MONDAY THROUGH THURSDAY
4. SB CAPITAL BLVD. (TWO LANES) 6:00 AM TO 9:00 PM
SATURDAY & SUNDAY
8:00 AM TO 8:00 PM
AND
6:00 AM TO 11:00 PM FRIDAY
MONDAY THROUGH THURSDAY
3. SB CAPITAL BLVD. (ONE LANE) 6:00 AM TO 9:00 PM
SATURDAY & SUNDAY
9:00 AM TO 8:00 PM
AND
6:00 AM TO 12:00 MIDNIGHT FRIDAY
MONDAY THROUGH THURSDAY
2. NB CAPITAL BLVD. (TWO LANES) 6:00 AM TO 10:00 PM
SATURDAY & SUNDAY
12:00 NOON TO 6:00 PM
AND
MONDAY THROUGH FRIDAY
1. NB CAPITAL BLVD. (ONE LANE) 6:00 AM TO 7:00 PM

ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

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CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
TRANSPORTATION MANAGEMENT PLAN
(CONTINUED FROM TMP-2)
MONDAY THROUGH SUNDAY
4:00 PM TO 7:00 PM,
1. ALL 6:00 AM TO 9:00 AM AND
ROAD NAME DAY AND TIME RESTRICTIONS
EGRESS FROM RAMPS (WILL OR WILL NOT) BE ALLOWED:
E) DO NOT CONDUCT SINGLE VEHICLE HAULING AS FOLLOWS; INGRESS AND
SUNDAY.
SATURDAY THROUGH 9:00 PM
FRIDAY AND 7:00 AM OPERATIONS
RAMPS AND LOOPS 6:00 AM TO 12:00 MIDNIGHT TRAFFIC
TO INCLUDE ALL MONDAY THROUGH THURSDAY, MINUTES,
4. WADE AVE./FLYOVER 6:00 AM TO 11:00 PM 15
SUNDAY.
SATURDAY THROUGH 9:00 PM
FRIDAY AND 8:00 AM OPERATIONS
AND LOOPS 7:00 AM TO 12:00 MIDNIGHT TRAFFIC
INCLUDE ALL RAMPS MONDAY THROUGH THURSDAY, MINUTES,
3. WAKE FOREST RD. TO 7:00 AM TO 9:00 PM 15
MIDNIGHT SATURDAY & SUNDAY.
AND 8:00 AM TO 12:00 OPERATIONS
6:00 AM TO 11:00 PM FRIDAY TRAFFIC
MONDAY THROUGH THURSDAY, MINUTES,
2. SB CAPITAL BLVD. 6:00 AM TO 9:00 PM 15
8:00 PM SATURDAY & SUNDAY.
FRIDAY AND 9:00 AM TO OPERATIONS
6:00 AM TO 12:00 MIDNIGHT TRAFFIC
MONDAY THROUGH THURSDAY, MINUTES,
1. NB CAPITAL BLVD. 6:00 AM TO 10:00 PM 15
ROAD NAME RESTRICTIONS OPERATION
DAY AND TIME DURATION AND
D) DO NOT STOP TRAFFIC AS FOLLOWS:

THROUGH SUNDAY
3. W. PEACE ST. 5:00 AM TO 12:00 PM MIDNIGHT, MONDAY
THROUGH SUNDAY
2. SB CAPITAL BLVD. 5:00 AM TO 12:00 PM MIDNIGHT, MONDAY

THROUGH SUNDAY
1. NB CAPITAL BLVD. 5:00 AM TO 12:00 PM MIDNIGHT, MONDAY
ROAD NAME DAY AND TIME RESTRICTIONS
C) DO NOT CLOSE ROADS AS FOLLOWS:
THE CHRISTMAS PARADE.
HOURS BEFORE THE START AND SIX (6) HOURS AFTER THE END OF
13. FOR THE CHRISTMAS PARADE OCCURRING IN RALEIGH BETWEEN SIX (6)
CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC
STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
N) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO ROADWAY
CONSTRUCTION.
TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF
SIGNING
ALTERATION.
L) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN
TRAFFIC PATTERN ALTERATIONS
ENGINEER, WITH NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
THAT HAS A DROP-OFF AS FOLLOWS:
EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE
K) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF
PAVEMENT EDGE DROP OFF REQUIREMENTS
LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER.
J) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY RAMP OR
SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAINS WITHIN THE CLOSED TRAVEL LANE.
PLANS, ROADWAY STANDARD DRAWINGS OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK
UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL
I) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN
BY BARRIER OR GUARDRAIL.
LANE USING ROADWAY STANDARD DRAWING NO. 1102.02 UNLESS THE WORK AREA IS PROTECTED
FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED
PROTECTED BY BARRIER OR GUARDRAIL.
TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS
UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
H) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN
INSTALLED.
THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE IS CLOSURE IS
CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE,
ENGINEER.
THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE
F) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND
LANE AND SHOULDER CLOSURE REQUIREMENTS
(CONTINUED ON TMP-2B)
GENERAL NOTES
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
DateD17586
SEAL
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NCRTOH LORA
NIRAPL
SEOF NIS
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and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

TMP-2BNONE
JAW JAW
JTBJTB
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
TRANSPORTATION MANAGEMENT PLAN
(CONTINUED FROM TMP-2A)
LENGTH TO CLOSE THE ROADWAY.
U) PLACE TYPE III BARRICADES WITH "ROAD CLOSED" SIGN R11-2 ATTACHED OF SUFFICIENT
1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS.
SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND
RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD
GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN
T) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS NO
TRAFFIC CONTROL DEVICES
60 MPH OR HIGHER 30 FT
55 25 FT
45-50 20 FT
40 OR LESS 15 FT
POSTED SPEED LIMIT MINIMUM OFFSET
SHOWN IN THE PLANS:
MOVABLE/PORTABLE CONCRETE BARRIER IS OFFSET FROM ONCOMING TRAFFIC AS FOLLOWS OR AS
TRAFFIC AT ALL TIMES BY A TEMPORARY CRASH CUSHION UNLESS THE APPROACH END OF
PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER FROM ONCOMING
A TRUCK MOUNTED IMPACT ATTENUATOR (MAXIMUM 72 HOURS) OR A TEMPORARY CRASH CUSHION.
TRAFFIC AT ALL TIMES DURING THE INSTALLATION AND REMOVAL OF THE BARRIER BY EITHER
S) PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER FROM ONCOMING
PLACED OR AFTER THE TEMPORARY BARRIER IS REMOVED.
CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED UNTIL THE TEMPORARY BARRIER CAN BE
INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH) TO
DOWNSTREAM SIDE OF TRAFFIC.
OF TRAFFIC. REMOVE TEMPORARY BARRIER AGAINST THE TRAFFIC FLOW, BEGINNING WITH THE
INSTALL TEMPORARY BARRIER WITH THE TRAFFIC FLOW, BEGINNING WITH THE UPSTREAM SIDE
THE ENGINEER.
TRAFFIC CONTROL PLANS, TEMPORARY BARRIER IS PROTECTING A HAZARD, OR AS DIRECTED BY
TEMPORARY BARRIER AT NO COST TO THE DEPARTMENT UNLESS OTHERWISE STATED IN THE
BEHIND THE TEMPORARY BARRIER FOR A PERIOD LONGER THAN TWO (2) MONTHS, REMOVE/RESET
ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK IS PERFORMED
DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE.
PLANS OR AS DIRECTED BY THE ENGINEER.
PROPOSED WORK IN THAT LOCATION UNLESS OTHERWISE STATED IN THE TRAFFIC CONTROL
IS INSTALLED AT ANY LOCATION, PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE
OF TWO (2) WEEKS PRIOR TO BEGINNING WORK IN ANY LOCATION. ONCE TEMPORARY BARRIER
R) INSTALL TEMPORARY TRAFFIC BARRIER ACCORDING TO THE TRAFFIC CONTROL PLANS A MAXIMUM
TRAFFIC BARRIER
ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER.
Q) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS (W8-1) 200 FT IN
P) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE DETOUR WHEN THE DETOUR IS NOT
IS NOT IN OPERATION.
O) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD CLOSURE
KEEP PROPOSED/TEMPORARY WIDENING CLOSED TO TRAFFIC.
CC) PLACE TYPE III BARRICADES & DRUMS AT ALL -Y- LINES AND DRUMS AT ALL DRIVEWAYS TO
BB) PLACE TRAFFIC BACK INTO EXISTING PATTERN AT THE END OF EACH WORK PERIOD.
E: OPEN TRAVEL LANE TO EXISTING TRAFFIC PATTERN BY THE END OF THE WORK PERIOD.
PLANS).
REQUIRED, UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT (SEE CONSTRUCTION
DRAWING NO 1102.02, SHEETS 1, 2, 3, 8 & 10 OF 15. BACKFILL & PAVE, IF
D: WHEN PROPERLY CURED, CLOSE THE APPROPRIATE TRAVEL LANE USING ROADWAY STANDARD
C: OPEN TRAVEL LANE TO EXISTING TRAFFIC PATTERN BY THE END OF EACH WORK PERIOD.
CURING.
THE CONSTRUCTION PLANS AND COVER WITH STEEL PLATES TO PROTECT STRUCTURE DURING
B: CONTRUCT PROPOSED STRUCTURE OR INSTALL PRE-CAST DRAINAGE STRUCTURE AS SHOWN IN
NO. 1101.02 SHEETS 1, 2, 3, 8 & 10 OF 15.
A: CLOSE THE APPROPRIATE TRAVEL LANE TO TRAFFIC USING ROADWAY STANDARD DRAWING
MANNER TO PERFORM THE WORK IN THE FOLLOWING SEQUENCE, IN STEPS 'A' THRU 'E'.
CONCURRENTLY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WORK IN A CONTINUOUS
PLATES, AS DIRECTED BY THE ENGINEER. MAY WORK EACH LOCATION INDEPENDENTLY OR
AA) WHEN CONSTRUCTING DRAINAGE STRUCTURES ADJACENT TO TRAFFIC, INSTALL TEMPORARY STEEL
OPERATIONS (UTILITIES, DRAINAGE, ETC.).
LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN REMOVED FOR CONSTRUCTION
ASPHALT, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT ALL
CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SIDEWALKS (CONCRETE,
Z) CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN THE PHASING.
INTERSECTIONS, AS DIRECTED BY THE ENGINEER.
Y) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR
MISCELLANEOUS
BEFORE INSTALLATION.
DELINEATE ANY EXISTING AND/OR PROPOSED MONOLITHIC ISLANDS AFTER REMOVAL AND/OR
COLOR PAVEMENT MARKING PRIOR TO REMOVAL AND/OR INSTALLATION. PLACE DRUMS TO
X) TRACE THE EXISTING AND/OR PROPOSED MONOLITHIC ISLAND LOCATIONS WITH THE PROPER
EACH DAY'S OPERATION.
W) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF
PAVEMENT MARKINGS AND MARKERS
CLOSED TO TRAFFIC.
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 200 FT CENTERS WHEN UNOPENED LANES ARE
V) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES (DRUMS, CONES OR SKINNY DRUMS)
GENERAL NOTES
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
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DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
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JAW JAW
JTBJTB
TMP-3
PHASING
NONE
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
TRANSPORTATION MANAGEMENT PLAN
CONSTRUCT SEGMENT 'C' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-7.
STEP 3. SEE TMP-7.
- OPEN THE CONNECTION BETWEEN CAPITAL BOULEVARD AND FRONTAGE ROAD CLOSED IN
THE HERC RENTALS DRIVEWAY AS SHOWN ON SHEET TMP-7.
OF THE STEP 4 BARRIER, USE TYPE III BARRICADE TO CLOSE THE FRONTAGE ROAD AT
THAT TWO-WAY TRAFFIC MAY BE MAINTAINED. SIMULTANEOUSLY WITH THE PLACEMENT
IN ORDER TO PROTECT THE SEGMENT 'C' WORK AREA. MAINTAIN A 20' CLEARANCE SO
PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER AS SHOWN ON SHEET TMP-7
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN STEP 3.
BARRICADE AS SHOWN ON SHEET TMP-7.
- REMOVE THE TREE PROTECTION BARRICADE PLACED IN STEP 2. PLACE TREE PROTECTION
BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE ROAD.
- CONTINUE TO CLOSE -DRIVE 2-. CONTINUE TO CLOSE THE DRIVEWAY CONNECTION
STEP 4: PERFORM THE FOLLOWING IN ORDER:
AND THE DRIVEWAY CONNECTION BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE ROAD.
CONSTRUCT SEGMENT 'B' OF THE PROPOSED SEWER LINE. CONTINUE TO CLOSE -DRIVE 2-
- OPEN -DRIVE 1- TO TRAFFIC.
- MAINTAIN TREE PROTECTION BARRICADE PLACED IN STEP 2.
20' CLEARANCE SO THAT TWO-WAY TRAFFIC MAY BE MAINTAINED.
TMP-6 IN ORDER TO PROTECT THE SEGMENT 'B' WORK AREA. MAINTAIN A MINIMUM
RELOCATE A PORTION OF THAT BARRIER TO CHANNELIZE TRAFFIC AS SHOWN ON SHEET
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN STEP 2.
THE SOUTH.
WILL CONTINUE TO ACCESS THE FRONTAGE ROAD USING THE DRIVEWAY CONNECTION TO
ROAD AS SHOWN ON SHEET TMP-6. PLACE SIGNS AND DEVICES AS SHOWN. TRAFFIC
- CLOSE THE DRIVEWAY CONNECTION BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE
FOLLOWING IN ORDER:
STEP 3: WHILE CONTINUING TO CLOSE -DRIVE 2- AS SHOWN ON SHEET TMP-6, PERFORM THE
OF SEGMENT 'A'.
SHEETS. CONTINUE TO CLOSE -DRIVE 1- AND -DRIVE 2- FOLLOWING CONSTRUCTION
CONSTRUCT SEGMENT 'A' OF THE PROPOSED SANITARY SEWER LINE AS SHOWN ON THOSE
AND -DRIVE 2- USING SIGNING AND DEVICES SHOWN ON SHEETS TMP-4 AND TMP-5.
ONCE THE BARRIER AND TREE PROTECTION BARRICADE ARE IN PLACE, CLOSE -DRIVE 1-
AS SHOWN ON SHEETS TMP-4 AND TMP-5.
PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER AND TREE PROTECTION BARRICADE
STEP 2: WHILE MAINTAINING EXISTING INGRESS AND EGRESS VIA -DRIVE 1- AND -DRIVE 2-,
INSTALL AND COVER DETOUR SIGNS AS SHOWN ON TMP DETOUR SHEETS.
- EASTBOUND WADE AVENUE PRIOR TO THE INTERCHANGE WITH CAPITAL BOULEVARD
- EASTBOUND FAIRVIEW ROAD PRIOR TO THE INTERSECTION WITH BICKETT BOULEVARD
- NORTHBOUND CAPITAL BOULEVARD PRIOR TO OLD WILLIAMSON ROAD
- SOUTHBOUND CAPITAL BOULEVARD PRIOR TO THE SOUTHBOUND WAKE FOREST RAMP
- SOUTHBOUND WAKE FOREST ROAD PRIOR TO GEORGETOWN RD. ON SHEET TMP-24.
SIGNS ON THE FOLLOWING:
STEP 1: USING RSD NO. 1101.01, SHEET 3 OF 3, INSTALL WORK ZONE ADVANCE WARNING
PHASE I
(CONTINUED ON SHEET TMP-3A)
CONSTRUCT SEGMENT 'F' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-11.
DURING PHASE I, STEP 6.
- OPEN THE CONNECTION BETWEEN THE FRONTAGE ROAD AND CAPITAL BOULEVARD CLOSED
SEGMENT 'F'.
SPACES ADJACENT TO THE FRONTAGE ROAD AS A WORK AREA FOR CONSTRUCTION OF
'A' AND PAINT WORKS AS SHOWN ON SHEET TMP-11. BLOCK OFF THE LINE OF PARKING
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER ALONG THE FRONT OF BUILDING
OR WATER-FILLED BARRIER PLACED IN STEP 6.
- ONCE THIS STEP'S TRAFFIC PATTERN IS IN PLACE, REMOVE THE PORTABLE CONCRETE
OF THE FRONTAGE ROAD CLOSED DURING PHASE I, STEP 6.
- CLOSE THE SECTION OF THE FRONTAGE ROAD AS SHOWN ON TMP-11. REOPEN THE SECTION
- REMOVE THE TREE PROTECTION BARRICADE PLACED IN STEP 6. SEE SHEET TMP-11.
PLACED IN STEP 6:
STEP 7: PERFORM THE FOLLOWING IN ORDER WHILE RETAINING THE TREE PROTECTION BARRICADE
CONSTRUCT SEGMENT 'E' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-10.
THE PORTION OF THE FRONTAGE ROAD CLOSED IN PHASE I, STEP 5.
- CLOSE THE PORTION OF THE FRONTAGE ROAD AS SHOWN ON SHEET TMP-10. REOPEN
AS SHOWN ON TMP-10.
- CLOSE THE CONNECTION BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE ROAD
ORDER TO PROTECT THE SEGMENT 'E' WORK AREA FROM PARKING LOT TRAFFIC.
BARRIER IN THE PARKING LOT OF BUILDING 'A' AS SHOWN ON SHEET TMP-10 IN
THE HERC RENTALS PARKING LOT. PLACE PORTABLE CONCRETE OR WATER-FILLED
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN STEP 5 IN
- INSTALL TREE PROTECTION BARRICADE AS SHOWN ON SHEET TMP-10.
STEP 6: PERFORM THE FOLLOWING IN ORDER:
CONSTRUCT SEGMENT 'D' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-8.
PROVIDES A WORK AREA FOR THE EQUIPMENT USED FOR THE CONSTRUCTION OF SEGMENT 'D'.
- CLOSE THE RIGHT THROUGH LANE AND SHOULDER AS SHOWN ON SHEET TMP-9. THIS
LOT AS SHOWN ON SHEET TMP-8 IN ORDER TO PROTECT THE ADJACENT WORK AREA.
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN THE HERC RENTALS PARKING
OPEN -DRIVE 2- TO TRAFFIC.
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN STEP 4 AND
ASSOCIATED DEVICES AND SIGNING.
- CLOSE THE SECTION OF THE FRONTAGE ROAD SHOWN ON SHEET TMP-8. SEE TMP-8 FOR
PLACED IN STEP 4:
STEP 5: PERFORM THE FOLLOWING IN ORDER WHILE RETAINING THE TREE PROTECTION BARRICADE
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
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DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
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PHASING
TMP-3ANONE
JAW JAW
JTBJTB
CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
0
TRANSPORTATION MANAGEMENT PLAN

PHASE I - CONT.
(CONTINUED FROM SHEET TMP-3)
CONSTRUCT SEGMENT 'I' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-14.
ACCESS MORGAN LANDSCAPE SUPPLY.
NOTE: SEE NOTE 12 ON SHEET TMP-14 FOR WORK IN FRONT OF THE ROAD USED TO
THE FRONTAGE ROAD CLOSED DURING PHASE I, STEP 9.
- CLOSE THE FRONTAGE ROAD SEGMENT SHOWN ON SHEET TMP-14. OPEN THE SEGMENT OF
SHOWN ON SHEET TMP-14.
- CLOSE THE CONNECTION BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE ROAD AS
- INSTALL TREE PROTECTION BARRICADE AS SHOWN ON SHEET TMP-14.
STEP 9.
- REMOVE THE TREE PROTECTION BARRICADE PLACED OR RETAINED DURING PHASE I,
'F' AS SHOWN ON SHEET TMP-14. SEE NOTE 10 ON THAT SHEET.
- INSTALL PORTABLE CONCRETE OR WATER-FILLED BARRIER IN FRONT OF BUILDING
WATER-FILLED BARRIER PLACED IN FRONT OF BUILDING 'E' ON SHEET TMP-14:
STEP 10: PERFORM THE FOLLOWING IN ORDER WHILE RETAINING THE PORTABLE CONCRETE OR
CONSTRUCT SEGMENT 'H' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-13.
THE SEGMENT OF THE FRONTAGE ROAD CLOSED DURING PHASE I, STEP 8.
- CLOSE THE SEGMENT OF THE FRONTAGE ROAD AS SHOWN ON SHEET TMP-13. OPEN
ADJACENT TO THE FRONTAGE ROAD AS A WORK AREA FOR CONSTRUCTION OF SEGMENT 'H'.
BUILDING 'E' AS SHOWN ON SHEET TMP-13. BLOCK OFF THE LINE OF PARKING SPACES
STEP. PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER ALONG THE FRONT OF
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN THE PREVIOUS
BARRICADE AS SHOWN ON SHEET TMP-13.
DURING PHASE I, STEP 8. INSTALL AN ADDITIONAL RUN OF TREE PROTECTION
'D' PARKING LOT FROM SHEET TMP-12, REMOVE THE TREE PROTECTION BARRICADE PLACED
- WITH THE EXCEPTION OF THE TREE PROTECTION BARRICADE IN FRONT OF THE BUILDING
STEP 9: PERFORM THE FOLLOWING IN ORDER:
CONSTRUCT SEGMENT 'G' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-12.
FRONTAGE ROAD CLOSED IN PHASE I, STEP 7.
- CLOSE THE SECTION OF FRONTAGE ROAD AS SHOWN ON TMP-12. OPEN THE SECTION OF

- PLACE TREE PROTECTION BARRICADE AS SHOWN ON SHEET TMP-12.
'A'. REFER TO SHEET TMP-12.
'B', REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN FRONT OF BUILDING
- WHILE RETAINING THE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN PARKING LOT
STEP 8: PERFORM THE FOLLOWING IN ORDER:
(CONTINUED ON SHEET TMP-3B)
BUILDING VIA THE DETOUR ROUTE SHOWN ON SHEET TMP-16.
UTILIZED BY LITTLE GUYS MOVERS. LITTLE GUYS MOVERS TO ACCESS THEIR
PROPOSED SEWER LINE IN ORDER TO MINIMIZE CLOSURE TIME OF DRIVEWAY
TMP-16. AS NOTED ON SHEET TMP-16, CONSTRUCT THAT 100' SEGMENT OF
CONSTRUCT SEGMENT 'K' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET
PHASE I, STEP 11.
- OPEN THE PORTIONS OF THE FRONTAGE ROAD AND FRONTAGE 2 CLOSED IN
ON SHEET TMP-16.
- CLOSE THE SEGMENTS OF THE FRONTAGE ROAD AND FRONTAGE 2 AS SHOWN
THE WORK AREA FROM PARKING LOT TRAFFIC.
LOT OF BUILDING 'G' AS SHOWN ON SHEET TMP-16 IN ORDER TO PROTECT
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN THE PARKING
ROAD AS SHOWN ON SHEET TMP-16.
- CLOSE THE CONNECTION BETWEEN CAPITAL BOULEVARD AND THE FRONTAGE
DURING PHASE I, STEP 11.
SEE SHEET TMP-16. REMOVE THE REMAINDER OF THE BARRIER IN PLACE
CONCRETE OR WATER-FILLED BARRIER PLACED DURING THE PREVIOUS STEP.
STEP 12: PERFORM THE FOLLOWING WHILE RETAINING A PORTION OF THE PORTABLE
TMP-15.
CONSTRUCT SEGMENT 'J' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET

- CLOSE FRONTAGE 2 AS SHOWN ON SHEET TMP-15.

BOULEVARD CLOSED DURING PHASE I, STEP 10.
- OPEN THE CONNECTION BETWEEN THE FRONTAGE ROAD AND CAPITAL
10.
- OPEN THE PORTION OF THE FRONTAGE ROAD CLOSED IN PHASE I, STEP
TMP-15.
- CLOSE THE SEGMENT OF THE FRONTAGE ROAD AS SHOWN ON SHEET
AS SHOWN ON SHEET TMP-15.
PLACE ADDITIONAL PORTABLE CONCRETE OR WATER-FILLED BARRIER
BARRIER IN FRONT OF BUILDING 'F' AS SHOWN ON SHEET TMP-15.
- MODIFY PLACEMENT OF THE PORTABLE CONCRETE OR WATER-FILLED
STEP 11: PERFORM THE FOLLOWING IN ORDER:
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
TMP-3B
PHASING
NONE
JAW JAW
JTBJTB
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
CITY OF RALEIGH, NORTH CAROLINA
0
TRANSPORTATION MANAGEMENT PLAN

PHASE I - CONT.
(CONTINUED FROM SHEET TMP-3A)

CONSTRUCT THE REMAINDER OF SEGMENT 'L' NOT CONSTRUCTED DURING SUB-STEP A.
CLOSE FRONTAGE 3 TO TRAFFIC AS SHOWN ON SHEET TMP-17 AND SHEET TMP-26.
DURING SUB-STEP A TO THE ONE TO BE DISPLAYED DURING FRONTAGE 3 CLOSURE.
TMP-26 AND CHANGE THE MESSAGE OF THE CHANGEABLE MESSAGE SIGN PLACED
UNCOVER THE FAIRVIEW ROAD DETOUR SIGNING ON SHEETS TMP-17 AND
- COVER EXISTING FAIRVIEW ROAD SIGNS 6 & 7 AS SHOWN ON SHEET TMP-17.
SHEET TMP-17.
- INSTALL TREE PROTECTION BARRICADE ALONG FRONTAGE 3 AS SHOWN ON
DURATION OF PHASE I, STEP 13.
SIGN ALONG FRONTAGE 2 AND REOPEN ALL OF FRONTAGE 2 FOR THE
REMAINING TYPE III BARRICADES AND DEVICES. COVER THE W20-3
PHASE I, STEP 13, SUB-STEP A FROM PARKING LOT 'H'. REMOVE ANY
THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN
- SIMULTANEOUS WITH THE OPENING OF THE ABOVE FRONTAGE ROAD, REMOVE
AND REOPEN ALL OF FRONTAGE ROAD TO TRAFFIC.
REMOVE ANY REMAINING TYPE III BARRICADES, SIGNING AND DEVICES
PHASE I, STEP 13, SUB-STEP A FROM THE PARKING LOT OF BUILDING 'G'.
- REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN
SUB-STEP B: PERFORM THE FOLLOWING IN ORDER:
CLOSURE OF FRONTAGE 3.
ACTIVATE AND DISPLAY PRESCRIBED MESSAGE ONE WEEK PRIOR TO
- PLACE CHANGEABLE MESSAGE SIGN '8' AS SHOWN ON SHEET TMP-17.
- FRONTAGE 2 PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-17.
THE CONNECTING SEWER LINE.
MANHOLES JUST TO THE NORTH OF THE WESTERN JACK AND BORE PIT AND
OF FAIRVIEW ROAD. THIS CONSTRUCTION ALSO INCLUDES THE PROPOSED
- FRONTAGE ROAD SEWER LINE BETWEEN THE JACK AND BORE PITS ON BOTH SIDES
PORTIONS MAY BE CONSTRUCTED SIMULTANEOUSLY:
CONSTRUCT PORTIONS OF THE SEGMENT 'L' SEWER LINE AS FOLLOWS. BOTH
CLOSED DURING PHASE I, STEP 12.
- OPEN THE CONNECTION BETWEEN CAPITAL BOULEVARD AND FRONTAGE ROAD

CLOSED DURING PHASE I, STEP 12.
SHEET TMP-17. OPEN THE SECTIONS OF FRONTAGE ROAD AND FRONTAGE 2
- CLOSE THE SECTIONS OF FRONTAGE ROAD AND FRONTAGE 2 AS SHOWN ON
AS SHOWN ON SHEET TMP-17.
- INSTALL PORTABLE CONCRETE OR WATER-FILLED BARRIER IN PARKING LOT 'H'
OF BUILDING 'G' AS SHOWN ON SHEET TMP-17.
- RESET AND EXTEND THE PORTABLE CONCRETE BARRIER IN THE PARKING LOT
SUB-STEP A: PERFORM THE FOLLOWING IN ORDER:
STEP 13: SUB-STEP A IS TO BE COMPLETED BEFORE SUB-STEP B:
(CONTINUED ON SHEET TMP-3C)
CONSTRUCT SEGMENT 'O' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-20.
MAINTAIN THE SECTIONS OF TREE PROTECTION BARRICADE SHOWN ON SHEET TMP-20.
STEP.
REMOVE THE TYPE III BARRICADES PLACED ACROSS THE SIDEWALK DURING THE PREVIOUS
TO TRAFFIC. REMOVE ANY REMAINING TREE PROTECTION BARRICADE FROM FRONTAGE 3.
STEP 16: REMOVE PHASE I, STEP 15 TRAFFIC CONTROL DEVICES FROM FRONTAGE 3 AND OPEN
CONSTRUCT SEGMENT 'N' OF THE PROPOSED SEWER LINE.
NEW TREE PROTECTION BARRICADE AS SHOWN ON SHEET TMP-19.
- WHILE MAINTAINING THE TREE PROTECTION BARRICADE ALREADY IN PLACE, INSTALL
ON SHEET TMP-19 TO PROTECT THE JACK AND BORE PIT FROM TRAFFIC.
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN PARKING LOT 'J' AS SHOWN
STEP A. UNCOVER EXISTING FAIRVIEW ROAD SIGNS 4 & 5 ON SHEET TMP-19.
B. REMOVE THE CHANGEABLE MESSAGE SIGN PLACED DURING PHASE I, STEP 14, SUB-
THE FAIRVIEW ROAD DETOUR SIGNING PLACED DURING PHASE I, STEP 14, SUB-STEP
- OPEN THE PORTIONS OF FRONTAGE 3 CLOSED DURING PHASE I, STEP 14. REMOVE
SHEET TMP-19.
TO CLOSE THE SIDEWALK ADJACENT TO THIS STEP'S WORK AREA AS SHOWN ON
- CLOSE FRONTAGE 3 AS SHOWN ON SHEET TMP-19. USE TYPE III BARRICADES
PERFORM THE FOLLOWING IN ORDER:
SHEET TMP-18. OPEN FRONTAGE 2 TO TRAFFIC.
WORK AREA. REMOVE THE W20-3 SIGN PLACED ALONG FRONTAGE 2. SEE SIGN 4 ON
FROM THE SECTION OF SIDEWALK IN FRONT OF THE PHASE I, STEP 14 FRONTAGE 2
LOTS 'H' AND 'I' DURING PHASE I, STEP 14. REMOVE THE TYPE III BARRICADES
STEP 15: REMOVE THE PORTABLE CONCRETE OR WATER-FILLED BARRIER PLACED IN PARKING
CONSTRUCT SEGMENT 'M' OF THE PROPOSED SEWER LINE.
THE SECTION OF FRONTAGE 3 CLOSED DURING THE PREVIOUS STEP.
BARRICADE TO THE SOUTH ALONG FRONTAGE 3 AS SHOWN ON SHEET TMP-18. OPEN
CLOSE FRONTAGE 3 AS SHOWN ON SHEET TMP-18. EXTEND THE TREE PROTECTION
- SIMULTANEOUS WITH THE ABOVE PHASE I, STEP 14 WORK ALONG FRONTAGE 2,
BARRICADES AS SHOWN ON SHEET TMP-18.
- CLOSE THE SIDEWALK IN FRONT OF THE FRONTAGE 2 WORK AREA USING TYPE III
AND 'I' AS SHOWN ON SHEET TMP-18.
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN PARKING LOTS 'H'
SUB-STEP B. SEE SIGN 4 ON TMP-18.
- UNCOVER THE FRONTAGE 2 W20-3 SIGN COVERED DURING PHASE I, STEP 14,
PERFORM THE FOLLOWING IN ORDER:
PHASE I, STEP 13, SUB-STEP B.
THE PREVIOUS STEP. MAINTAIN THE TREE PROTECTION BARRICADE PLACED DURING
ALL DETOUR SIGNING, SIGN COVERINGS AND CMS MESSAGE REMAINS THE SAME FROM
STEP 14: FAIRVIEW ROAD DETOUR REMAINS IN PLACE FROM PHASE I, STEP 13, SUB-STEP B.
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
TMP-3C
PHASING
NONE
JAW JAW
JTBJTB
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
CITY OF RALEIGH, NORTH CAROLINA
0
TRANSPORTATION MANAGEMENT PLAN

(CONTINUED FROM SHEET TMP-3B)

SHEET 3 OF 14. SEE ALSO NOTE 2 ON TMP SHEET 5.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-5
BEEN COMPLETED AS PER THE CONSTRUCTION PLANS. SEE ALSO THE REFERENCED TMP SHEETS:
STEP 1: ABANDON EXISTING MANHOLES AND SEWER LINES ONCE THE PROPOSED SEWER LINE SYSTEM HAS
PHASE II
AND THE ROAD IN FRONT OF PUBLIC STORAGE TO TRAFFIC.
FOLLOWING COMPLETION OF SEGMENT 'Q' CONSTRUCTION, OPEN BOTH THE FRONTAGE ROAD
CONSTRUCT SEGMENT 'Q' OF THE PROPOSED SEWER LINE AS SHOWN ON SHEET TMP-22.
TMP-22.
THE FRONT PORTION OF THAT LOT AND IMPLEMENT THE DETOUR AS SHOWN ON SHEET
THAT WERE PREVIOUSLY PLACED AROUND THE PUBLIC STORAGE PARKING LOT. CLOSE
- SIMULTANEOUS WITH THE ABOVE FRONTAGE ROAD CLOSURE, UNCOVER THE DETOUR SIGNS
- CLOSE THE PORTION OF THE FRONTAGE ROAD AS SHOWN ON SHEET TMP-22.
TMP-22. COVER THOSE SIGNS ONCE INSTALLATION IS COMPLETE.
- INSTALL DETOUR SIGNS AROUND THE PUBLIC STORAGE PARKING LOT AS SHOWN ON SHEET
ROAD AS A WORK AREA FOR CONSTRUCTION OF SEGMENT 'Q'.
ON SHEET TMP-22. BLOCK OFF THE LINE OF PARKING SPACES ADJACENT TO THE FRONTAGE
- PLACE PORTABLE CONCRETE OR WATER-FILLED BARRIER IN PARKING LOT 'B' AS SHOWN
- PLACE TREE PROTECTION BARRICADE IN FRONT OF BUILDING 'A' AS SHOWN ON SHEET TMP-22.
STEP 18: PERFORM THE FOLLOWING IN ORDER:
THAT RUNS SOUTHWARD ALONG OLD WILLIAMSON ROAD AS SHOWN ON SHEET TMP-21.
- CONSTRUCT ANY REMAINING PORTIONS OF SEGMENT 'P' PROPOSED SEWER LINE
SIDES OF OLD WILLIAMSON ROAD AS SHOWN ON SHEET TMP-21.
- CONSTRUCT PROPOSED SEWER LINE BETWEEN THE JACK AND BORE PITS ON BOTH
- CONTINUE TO CLOSE PARKING LOT 'K' AS SHOWN ON SHEET TMP-21.
SUB-STEP B: PERFORM THE FOLLOWING IN ORDER:
TO THE JACK AND BORE PITS.
THOSE SHOWN ON SHEET TMP-21 AS NEEDED TO BLOCK PEDESTRIAN ACCESS
ENGINEER, THE CONTRACTOR SHALL INSTALL ADDITIONAL DEVICES BEYOND
ON BOTH SIDES OF CAPITAL BOULEVARD. UNDER THE DIRECTION OF THE
- CONSTRUCT THE PROPOSED SEWER LINE BETWEEN THE JACK AND BORE PITS
- CLOSE PARKING LOT 'K' AS SHOWN ON SHEET TMP-21.
SUB-STEP A: PERFORM THE FOLLOWING IN ORDER:
SUB-STEP A IS TO BE COMPLETED BEFORE SUB-STEP B:
STEP 17: MAINTAIN THE SECTIONS OF TREE PROTECTION BARRICADE SHOWN ON SHEET TMP-21.

PHASE I - CONT.
STEP 1.
STEP 3: REMOVE THE WORK ZONE ADVANCE WARNING SIGNS INSTALLED DURING PHASE I,
BARRICADE.
STEP 2: REMOVE ANY REMAINING TRAFFIC CONTROL DEVICES, SIGNING OR TREE PROTECTION
TMP-28 AND TMP-29 FOR LANE CLOSURE DETAILS.
IMPLEMENT LANE CLOSURES AS DESCRIBED IN NOTE 10 ON SHEET TMP-17. SEE SHEETS
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES IS IN A TRAVEL LANE,
SHEET TMP-17
SHEETS TMP-27 THROUGH TMP-30 FOR LANE CLOSURE DETAILS AND DETOUR ROUTES.
IMPLEMENT LANE CLOSURES AS DESCRIBED IN NOTES 4, 5 AND 6 ON SHEET TMP-13. SEE
WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES IS IN A TRAVEL LANE,
SHEET 3 OF 14. SEE ALSO NOTE 3 ON TMP SHEET 13.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-13
SHEET 3 OF 14. SEE ALSO NOTE 3 ON TMP SHEET 11.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-11
SHEET 3 OF 14. SEE ALSO NOTE 3 ON TMP-10.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-10
SHEET 3 OF 14. SEE ALSO NOTE 3 ON TMP SHEET 8.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-8
SHEET 3 OF 14. SEE ALSO NOTE 2 ON TMP SHEET 7.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-7
SHEET 3 OF 14. SEE ALSO NOTE 2 ON TMP SHEET 6.
FIVE FEET OF AN OPEN TRAVEL LANE, CLOSE THAT LANE USING NCDOT RSD 1101.02,
- WHEN THE WORK ASSOCIATED WITH ABANDONING EXISTING MANHOLES ENCROACHES WITHIN
SHEET TMP-6
TMP-23 AND TMP-24.
ROAD ON-RAMP ONTO CAPITAL BOULEVARD, CLOSE THE ON-RAMP AS SHOWN ON SHEETS TMP-5,
- WHEN ABANDONING THE EXISTING MANHOLES ADJACENT TO THE SOUTHBOUND WAKE FOREST
PHASE II, SHEET TMP-5 CONT.
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
OTRV#12ELEV=217.83TRV#13ELEV=217.85S
S
S
S
S
S
S
S
S
S
S
S
NMATCHLINE (SEE SHEET TMP-5)ATLANTIC AVENUEWAKE F ORES T ROADAUTO
PREOWNED
OLYMPIA
TRANSMISSIONS
LAST
BUILT TO
VETERANS CENTER
WAKE COUNTY
SERVICES
CONSTRUCTION
BOLTON
MERCHANDISE
PORT
RAILROAD CLUB
VALLEY MODEL
NEUSE RIVER
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
UNDER CONSTRUCTION
SEWER LINE
JAW JAW
JTBJTB
1"=50'TMP-4
10'
24'' X 24''
R3-1
24'' X 24''
R3-2
SEGMENT A
-DRIVE 1-
TRANSPORTATION MANAGEMENT PLAN
MANHOLE (TYP.)
PROPOSED
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S NCAPI
TAL BOULEVARDPIGEON HOUSE BRANCH
ROAD RAMP
WAKE FOREST
NORTHBOUND
ROAD RAMPWAKE FORESTSOUTHBOUND
AND CUSTOMS
EASTERN ROD
SOURCE
FURNITURE DESIGN
HOMEBRIDGE
ANTIQUES
REVIVAL
NIGHTCLUB
CAPITOL VIP
HATS
CUSTOM PATCH
WAREHOUSE
MATCHLINE (SEE SHEET TMP-4)1
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TREE PROTECTION BARRICADE
CONSTRUCTED
TO BE
SEWER LINE
MANHOLE (TYP.)
PROPOSED
UNDER CONSTRUCTION
SEWER LINE
UNDER CONSTRUCTION
SEWER LINE
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
2
2
JAW JAW
JTBJTB
1"=50'TMP-5
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
SEGMENT A
-DRIVE 1-
-DRIVE 2-FOR CONSTRUCTION ACCESS.
USE EXISTING DIRT ROAD
ABANDON AND FILL MANHOLES.
AND AN ICT.
TO BE DONE UNDER TIME RESTRICTIONS
BEHIND GUARDRAIL. WORK IS
WORK ZONE IS INACCESSIBLE FROM
FOR CONCRETE TRUCKS SINCE
DETAIL. USE RAMP AS WORK AREA
DETOUR ROUTE AND RAMP CLOSURE
SHEETS TMP-23 AND TMP-24 FOR
MANHOLES WITH CONCRETE. SEE
WHEN FILLING THESE EXISTING
ONTO SOUTHBOUND CAPITAL BLVD
CLOSE WAKE FOREST ROAD RAMP
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
TRANSPORTATION MANAGEMENT PLAN
ATHLETIC CLUB
OLYMPUS
DETOUR ROUTE.
SEE SHEET TMP-25 FOR
RESTRICTIONS AND AN ICT.
WEEKEND AS PER TIME
ACTIVITIES OVER A SINGLE
OPEN-CUT CONSTRUCTION
WAKE FOREST ROAD AND PERFORM
CLOSE RAMP ONTO NORTHBOUND
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
NCAPITAL BOULEVARD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
RALEIGH
KAREN SAKS
VEHICLE WRAPS
SIGNS AND
COLORGRAPHIC
HATS
CUSTOM PATCH
NIGHTCLUB
CAPITOL VIP
SOURCE
FURNITURE DESIGN
HOMEBRIDGE
ANTIQUES
REVIVAL
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
1
1 1
45'10'
UNDER CONSTRUCTION
SEWER LINE
BARRICADE
TREE PROTECTION
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
IN HALF SECTIONS
PROPOSED SEWER LINE
ACCESS BY CONSTRUCTING
MAINTAIN PARKING LOT
45'
2
2
2
JAW JAW
JTBJTB
1"=50'TMP-6
20' MI
N.
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
24'' X 24''
R3-1
48'' X 48''
ROAD
CLOSED
W20-3
NEXT RIGHT
42'' X 12''
SP-4R
SEGMENT B
-DRIVE 2-FRONTAGE ROAD
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
TRANSPORTATION MANAGEMENT PLAN
ATHLETIC CLUB
OLYMPUS
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
NCAPITAL BOULEVARD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
RALEIGH
KAREN SAKS
VEHICLE WRAPS
SIGNS AND
COLORGRAPHIC
HATS
CUSTOM PATCH
NIGHTCLUB
CAPITOL VIP
SOURCE
FURNITURE DESIGN
HOMEBRIDGE
ANTIQUES
REVIVAL
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
1
1
BARRICADE TO TREE LINE
TIE TREE PROTECTION
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
UNDER CONSTRUCTION
SEWER LINE
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
IN HALF SECTIONS
PROPOSED SEWER LINE
ACCESS BY CONSTRUCTING
MAINTAIN PARKING LOT
2
2
2
JAW JAW
JTBJTB
1"=50'TMP-7
20' MIN.
WATER-FILLED BARRIER
PORTABLE CONCRETE OR
BARRICADE
PROTECTION
TREE
SEGMENT C
-DRIVE 2-
FRONTAGE ROAD
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
TRANSPORTATION MANAGEMENT PLAN
ATHLETIC CLUB
OLYMPUS
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S
S
S S
S S
S
S
S S
S
S
S
S
S
S
SN
CAPITAL BOULEVARD
PIGEON HOUSE BRANCH
PUBLIC STORAGE
PUBLIC STORAGE
CROSSFIT
SOCAP GOLF
CONTINENTAL A. HOKE LTD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
HATS
CUSTOM PATCH
NIGHTCLUB
CAPITOL VIP
1 1
2
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
DUE TO FENCE
PEDESTRIANS FROM PARKING LOT
THIS AREA NOT ACCESSIBLE TO
TREE PROTECTION BARRICADE
BARRICADE TO TREE LINE
TIE TREE PROTECTION
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
UNDER CONSTRUCTION
SEWER LINE
(TYP.)
MANHOLE
MANHOLE
PROPOSED
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
3
3
3
3
JAW JAW
JTBJTB
1"=50'TMP-8
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
THIS SHEET
SEE INSET
INSET
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
SEGMENT D
-DRIVE 2-
FRONTAGE ROAD
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
TREE PROTECTION BARRICADE
CONSTRUCTION
UNDER
SEWER LINE
LINE.
CANNOT BE PERFORMED CURRENTLY WITH THE FRONTAGE ROAD SEWER
CLOSURE, SUCH AS THAT DETAILED BY NOTE 3 THIS SHEET,
DO NOT CLOSE ANY OTHER LANES. WORK THAT REQUIRES A LANE
CLOSED LANE / SHOULDER. WHEN THE RIGHT LANE IS CLOSED,
SHOWN ON THIS SHEET. PARK CONSTRUCTION VEHICLES IN THE
SHEET TMP-9 WHEN CONSTRUCTING FRONTAGE ROAD SEWER LINE
CLOSE THE RIGHT THROUGH LANE AND SHOULDER AS SHOWN ON
SECTIONS OF ROADWAY CAN BE REOPENED AS SOON AS POSSIBLE.
THAT CLOSED PORTIONS OF PARKING LOTS AND AFFECTED
LIMIT CONSTRUCTION TO AREA(S) SHOWN ON THIS SHEET SO
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT
CITY OF RALEIGH, NORTH CAROLINA
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S S
S
S
S S
S
S
S
S
S
S
S
SNCAPITAL BOULEVARD
RENTALS
HERC
JAW JAW
JTBJTB
1"=50'TMP-9
-DRIVE 2-FRONTAGE ROAD
MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)45' (Typ.)
(
Typ.)
10'
TMP-23 & TMP-24 UNDER TIME RESTRICTIONS AND AN ICT.
BOULEVARD FROM WAKE FOREST ROAD AND DETOUR TRAFFIC AS SHOWN ON SHEETS
SIGHT DISTANCE CANNOT BE MAINTAINED, CLOSE THE ON-RAMP ONTO SB CAPITAL
SIGHT DISTANCE OF VEHICLES ENTERING CAPITAL BOULEVARD FROM DRIVE 2. IF
SHOWN ON THIS SHEET. DO NOT PLACE TMIA IN SUCH A MANNER AS TO OBSCURE
WHEN IN POSITION NUMBER 2, PLACE TMIA WITHIN THE SHOULDER AREA AS
MOVE TMIA TO POSITION NUMBER 2.
DISTANCE FROM THE ACTIVE WORK AREA CANNOT BE MAINTAINED,
TMIA 100' ROLL-AHEAD DISTANCE. WHEN THE 100' ROLL-AHEAD
115' +/-
TMIA POSITION #2
446' +/-
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
PATTERN
TRAFFIC
NEW
TO STOP
PREPARED
BE
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
PATTERN
TRAFFIC
NEW
DD/MM
ON
STARTING
MESSAGE 1 MESSAGE 2
ON SHEET TMP-8
TO BEGINNING WORK SHOWN
DISPLAY ONE WEEK PRIOR
SHOWN ON SHEET TMP-8
DISPLAY DURING WORK
R1-2
YIELD
36'' x 36'' x 36"
CMS 1
CMS 2
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
SHOWN ON SHEET TMP-8
DISPLAY DURING WORK
AHEAD
MERGE
TRAFFIC
CAUTION
WITH
DRIVE
W3-2A
48'' X 48''
SEGMENT D
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S
S
S S
S S
S
S
S
S
S
S
S
S
S
SN
CAPITAL BOULEVARD
MINISTRIES
& FREEDOM
FAITH VICTORY
BREWING
DEVELOPMENT
RESEARCH AND
PAINT WORKS
OF WAKE COUNTY
URBAN MINISTRIES
PUBLIC STORAGE
PUBLIC STORAGE
CROSSFIT
SOCAP
GOLF
CONTINENTAL A. HOKE LTD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
1
1
2
1
1
BARRICADE
TREE PROTECTION
VEGETATION
AND HEAVY BRUSH
PEDESTRIANS DUE TO FENCE
THIS AREA NOT ACCESSIBLE TO
DUE TO FENCE
PEDESTRIANS FROM PARKING LOT
THIS AREA NOT ACCESSIBLE TO
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
MANHOLE
PROPOSED
MANHOLE
PROPOSED
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
10'
3
3
33
JAW JAW
JTBJTB
1"=50'TMP-10
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
48'' X 48''
ROAD
CLOSED
W20-3
NEXT LEFT
42'' X 12''
SP-4L
24'' X 24''
R3-2
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTION
UNDER
SEWER LINE
BRANCH
PIGEON HOUSE
THIS SHEET
SEE INSET 'A'
THIS SHEET
SEE INSET 'B'
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
INSET 'A'INSET 'B'
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
CAPITAL BOULEVARD
CAPITAL BOULEVARD
24'' X 24''
R3-1
45'10'
48'' X 48''
ROAD
CLOSED
W20-3
NEXT RIGHT
42'' X 12''
SP-4R
4
4
SEGMENT E
FRONTAGE ROAD
BUILDING 'A'
5
5
HERCRENTALS.COM/US/LOCATIONS/NC/RALEIGH-RENTAL-EQUIPMENT-9325.HTML
REOPENED. CONFIRM HOURS OF WEEKEND CLOSURE VIA THE HERC WEBSITE AT
AREAS OF SEGMENT 'E' STILL UNDER CONSTRUCTION WHEN THE HERC DRIVE IS
OF THE ENGINEER, USE TYPE III BARRICADES TO RESTRICT ACCESS TO OTHER
WORK PERIOD AS PER TIME RESTRICTIONS AND ITC. UNDER THE DIRECTION
SHOWN THIS SHEET. REOPEN THE DRIVEWAY AT THE END OF THE WEEKEND
HERC IS NOT OPEN FOR BUSINESS. CLOSE ACCESS TO THE DRIVEWAY AS
PERFORM WORK IN FRONT OF THIS DRIVEWAY OVER A WEEKEND PERIOD WHEN
1101.02, SHEET 3 OF 14.
THAT LANE USING NCDOT RSD
AN OPEN TRAVEL LANE, CLOSE
ENCROACHES WITHIN 5 FT. OF
CONSTRUCTION PLAN NOTES,
MANHOLE, AS DESCRIBED IN
WHEN ABANDONING AN EXISTING
TRANSPORTATION MANAGEMENT PLAN

4PM-6PM 4PM-6PM
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S
S
S S
S S
S
S
S
S
S
S
S
S
S
SN
CAPITAL BOULEVARD
PIGEON HOUSE BRANCH
MINISTRIES
& FREEDOM
FAITH VICTORY
BREWING
DEVELOPMENT
RESEARCH AND
OF WAKE COUNTY
URBAN MINISTRIES
PUBLIC STORAGE
PUBLIC STORAGE
CROSSFIT
SOCAP
GOLF
CONTINENTAL A. HOKE LTD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
1
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
VEGETATIONVEGETATION
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
UNDER CONSTRUCTION
SEWER LINE
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
3
3
33
JAW JAW
JTBJTB
1"=50'TMP-11
THIS SHEET
SEE INSET
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
CAPITAL BOULEVARD
INSET
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
4
4
SEGMENT F
BUILDING 'A'
FRONTAGE ROAD
2
2
WORKS
PAINT
1
1
2
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
USED FOR CONSTRUCTION ACTIVITIES.
SHOWN. THE BLOCKED-OFF AREA WILL BE
BARRIER TO BLOCK OFF PARKING SPACES AS
USE WATER-FILLED OR PORTABLE CONCRETE
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S
NCAPITAL BOULEVARD
PIGEON HOUSE BRANCH
PAINT WORKS
OF WAKE COUNTY
URBAN MINISTRIES PUBLIC STORAGE
PUBLIC STORAGE
CROSSFIT
SOCAP GOLF
CONTINENTAL A. HOKE LTD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
11
2 2
NOT NEEDED IN THIS AREA)
VEGETATION (TREE PROTECTION BARRICADE
VEGETATION
PIT
JACK & BORE
PIT
JACK & BORE
MANHOLE
PROPOSEDMANHOLE
PROPOSED
UNDER CONSTRUCTION
SEWER LINE
(TYP.)
MANHOLE
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
BARRICADE
PROTECTION
TREE
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
SEWER LINE
CONSTRUCTED
PREVIOUSLY
3
3
33
JAW JAW
JTBJTB
1"=50'TMP-12
INSET
THIS SHEET
SEE INSET
4
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
44
SEGMENT G
BUILDING 'A'
LOT 'B'
PARKING
FRONTAGE ROAD
(BUILDING 'C')
BREWING
DEVELOPMENT
RESEARCH AND
(BUILDING 'D')
MINISTRIES
& FREEDOM
FAITH VICTORY
CONSTRUCTED
SEWER LINE TO BE
4
POSSIBLE
REOPENED AS SOON AS
OF ROADWAY CAN BE
AFFECTED SECTIONS
OF PARKING LOTS AND
THAT CLOSED PORTIONS
ON THIS SHEET SO
TO AREA(S) SHOWN
LIMIT CONSTRUCTION
4
1101.02, SHEET 3 OF 14.
THAT LANE USING NCDOT RSD
AN OPEN TRAVEL LANE, CLOSE
ENCROACHES WITHIN 5 FT. OF
CONSTRUCTION PLAN NOTES,
MANHOLE, AS DESCRIBED IN
WHEN ABANDONING AN EXISTING
USED FOR CONSTRUCTION ACTIVITIES.
SHOWN. THE BLOCKED-OFF AREA WILL BE
BARRIER TO BLOCK OFF PARKING SPACES AS
USE WATER-FILLED OR PORTABLE CONCRETE
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S SNFAIRVIEW ROADTHEMEWORKS
MOVERS RALEIGH
LITTLE GUYS
CAPITOL AUTO
CALIBER COLLISION
AUTO BROKERS
CAPITAL CITYRALEIGH AUTO
SALES NC
ALLIED AUTO
BOULEVARD
CAPITAL
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
1
1
22
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
MINISTRIES
& FREEDOM
FAITH VICTORY
MANHOLE
PROPOSED
UNDER CONSTRUCTION
SEWER LINE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
3
3
3
JAW JAW
JTBJTB
1"=50'TMP-13
INSET
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
SHEET
THIS
SEE INSET
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3 NORFOLK SOUTHERN ACCESS RDSEGMENT H
BUILDING 'E'
FRONTAGE ROAD
POSSIBLE
REOPENED AS SOON AS
OF ROADWAY CAN BE
AFFECTED SECTIONS
OF PARKING LOTS AND
THAT CLOSED PORTIONS
ON THIS SHEET SO
TO AREA(S) SHOWN
LIMIT CONSTRUCTION
7
7
1101.02, SHEET 3 OF 14.
LANE, CLOSE THAT LANE USING NCDOT RSD
ENCROACHES WITHIN 5 FT. OF AN OPEN TRAVEL
DESCRIBED IN CONSTRUCTION PLAN NOTES,
WHEN ABANDONING AN EXISTING MANHOLE, AS
3
4
4
5
NOTE 4 THIS SHEET.
CLOSURES FOR THE WORK DESCRIBED BY
PERFORM THIS WORK USING THE SAME LANE
DESCRIBED IN CONSTRUCTION PLAN NOTES.
ABANDON THESE EXISTING MANHOLES AS
5
6
SHEET TMP-27.
ROAD AND DETOUR TRAFFIC AS SHOWN ON
THE NORTHBOUND FLYOVER TO FAIRVIEW
THE LOCATION OF THIS MANHOLE, CLOSE
IN CONSTRUCTION PLAN NOTES. DUE TO
ABANDON EXISTING MANHOLE AS DESCRIBED
6
USED FOR CONSTRUCTION ACTIVITIES.
SHOWN. THE BLOCKED-OFF AREA WILL BE
BARRIER TO BLOCK OFF PARKING SPACES AS
USE WATER-FILLED OR PORTABLE CONCRETE
TRAFFIC PRIOR TO MORNING PEAK HOURS.
THROUGH TMP-30. REOPEN ALL LANES TO
DETOUR ROUTE SHOWN ON SHEETS TMP-28
OVERNIGHT HOURS USING THE DETAILS AND
IN THE CONSTRUCTION PLAN NOTES, DURING
ABANDON EXISTING MANHOLE, AS DESCRIBED
BARRICADE (RETAINED)
TREE PROTECTION
BARRICADE (NEW)
TREE PROTECTION
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S SNTHEMEWORKS
MOVERS RALEIGH
LITTLE GUYS
CAPITOL AUTO
CALIBER COLLISION
AUTO BROKERS
CAPITAL CITYRALEIGH AUTO
SALES NC
ALLIED AUTO
BOULEVARD
CAPITAL
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
1 1
2
2
1
1 1
3 BARRICADE
TREE PROTECTION
3
3
3
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
10'
MANHOLE
PROPOSED
UNDER CONSTRUCTION
SEWER LINE
(TYP.)
MANHOLE
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
JAW JAW
JTBJTB
1"=50'TMP-14
NORFOLK SOUTHERN ACCESS RD
SINGLE OVERNIGHT PERIODCONSTRUCT DURING AACCESS ROAD AND THE NORFOLK SOUTHERNCLOSE ACCESS TO
NEXT LEFT
42'' X 12''
SP-4L
48'' X 48''
ROAD
CLOSED
W20-3
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
4
4
5
5
24'' X 24''
R3-2
6
66
24'' X 24''
R3-17
7
45'
10'
INSET
48'' X 48''
ROAD
CLOSED
W20-3
NEXT RIGHT
42'' X 12''
SP-4R
8
8
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC9
9
SEGMENT I
BUILDING 'E'BUILDING 'F'
FRONTAGE ROAD
BARRIERS
SUPPLY
LANDSCAPE
MORGAN

12
OF OTHER ENTRANCES.
THAT ONE DRIVEWAY REMAINS OPEN DURING CLOSURE
OF ADJACENT CONSTRUCTION OPERATIONS. ENSURE
MAINTAIN PARKING LOT ACCESS DURING DURATION
ACCESS
SUPPLY
LANDSCAPE
MORGAN12
MORGAN LANDSCAPING SUPPLY'S WEBSITE AT MULCHNC.COM
LANDSCAPE SUPPLY IS REOPENED. CONFIRM HOURS OF WEEKEND CLOSURE VIA
TO OTHER AREAS OF SEGMENT 'J' STILL UNDER CONSTRUCTION WHEN MORGAN
DIRECTION OF THE ENGINEER, USE TYPE III BARRICADES TO RESTRICT ACCESS
WEEKEND WORK PERIOD AS PER TIME RESTRICTIONS AND ITC. UNDER THE
ACCESS AS SHOWN ON THIS SHEET. REOPEN ACCESS AT THE END OF THE
SATURDAY AFTER THE NOON CLOSING TIME THROUGH 5 A.M. ON MONDAY. CLOSE
PERFORM WORK IN FRONT OF THE MORGAN LANSCAPE SUPPLY ACCESS BEGINNING
10
10
10ROADFAIRVIEWSECONDARY ENTRANCE
LITTLE GUYS MOVERS'
11 SEE TMP-13
11
11
11
11
11
11
CONSTRUCTION ACTIVITIES.
WILL BE USED FOR
THE BLOCKED-OFF AREA
PARKING SPACES AS SHOWN.
BARRIER TO BLOCK OFF
PORTABLE CONCRETE
USE WATER-FILLED OR
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S SNFAIRVIEW ROADTHEMEWORKS
MOVERS RALEIGH
LITTLE GUYS
CAPITOL AUTO
CALIBER COLLISION
AUTO BROKERS
CAPITAL CITYRALEIGH AUTO
SALES NC
ALLIED AUTO
BOULEVARD
CAPITAL
2
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
2
1
1
1
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
PIT
JACK & BORE
PIT
JACK & BORE
UNDER CONSTRUCTION
SEWER LINE
MANHOLE
PROPOSED
MANHOLE
PROPOSED
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
JAW JAW
JTBJTB
1"=50'TMP-15NORFOLK SOUTHERN ACCESS RDBARRIER
OR WATER-FILLED
PORTABLE CONCRETE
CONSTRUCTION
ROAD PRIOR TO
BOTH SIDES OF SERVICE
PARKING SIGNS ALONG
INSTALL EMERGENCY NO
CITY OF RALEIGH TO
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
3
3
3
3
SEGMENT J
BUILDING 'F'
FRONTAGE ROAD
FRONTAGE 2
4 SEE TMP-13
4
44
4
4
4
5
5
USED FOR CONSTRUCTION ACTIVITIES.
SHOWN. THE BLOCKED-OFF AREA WILL BE
BARRIER TO BLOCK OFF PARKING SPACES AS
USE WATER-FILLED OR PORTABLE CONCRETE
5
POSTS
MODIFIED
NEW
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
NFAIRVIEW ROADTHEMEWORKS
MOVERS RALEIGH
LITTLE GUYS
CAPITOL AUTO
CALIBER COLLISION
AUTO BROKERS
CAPITAL CITYRALEIGH AUTO
SALES NC
ALLIED AUTO
BOULEVARD
CAPITAL
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
2
2
2
1
1
TYPE III BARRICADE
3
3
BY LITTLE GUYS MOVERS
CLOSURE TIME OF DRIVEWAY UTILIZED
SEWER LINE IN ORDER TO MINIMIZE
CONSTRUCT 100' SEGMENT OF PROPOSED
MOVERS FROM CAPITAL BOULEVARD
EGRESS TO LITTLE GUYS
OPERATIONS RESTRICTS INGRESS /
AS NEEDED WHEN CONSTRUCTION
UTILIZE BACK ENTRANCE
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
(TYP.)
10'
UNDER CONSTRUCTION
SEWER LINE
2
(TYP.)
MANHOLE
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
CONSTRUCTED
MANHOLE TO BE
SEWER LINE AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
JAW JAW
JTBJTB
1"=50'TMP-16
1 NORFOLK SOUTHERN ACCESS RD45'
10'
24'' X 24''
R3-1
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
4
4
4
5
5
5
SEGMENT K
BUILDING 'F'
FRONTAGE ROAD
FRONTAGE 2
BUILDING 'G'
POSTS
6 SEE TMP-13
6
6
6
6 6 6
7
USED FOR CONSTRUCTION ACTIVITIES.
SHOWN. THE BLOCKED-OFF AREA WILL BE
BARRIER TO BLOCK OFF PARKING SPACES AS
USE WATER-FILLED OR PORTABLE CONCRETE
7
8
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
MOVERS
GUYS
LITTLE
EXIT
FAIRVIEW
USE
8
DISPLAY DURING CLOSURE
CMS
RD
FAIRVIEW
YIELD
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
STOP
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
DETOUR ROUTE
LITTLE GUYS MOVERS
RETAIN
(NEW)
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
TRANSPORTATION MANAGEMENT PLAN
DETOUR ROUTE
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S S100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NCAPITAL BOULEVARD
SYSTEMS
COFFEE
CAPITOL
METAL TREATING, INC
EAST CAROLINA
FA IRVIEW R O A D
CAPITOL AUTO
MOVERS RALEIGH
LITTLE GUYS
RALEIGH AUTO
CASTLE VIDEO
AUTO BROKERS
CAPITAL CITY
SALES NC
ALLIED AUTO
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
3
1
1
12
3
32
2
BARRIER
WATER-FILLED
THEMEWORKS
BARRICADE
TREE PROTECTION
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
MOVERS FROM CAPITAL BOULEVARD
EGRESS TO LITTLE GUYS
OPERATIONS CONSTRICTS INGRESS /
AS NEEDED WHEN CONSTRUCTION
UTILIZE BACK ENTRANCE
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
MANHOLE
PROPOSED
PIT
JACK & BORE
PIT
JACK & BORE
UNDER CONSTRUCTION
SEWER LINE
UNDER CONSTRUCTION
SEWER LINE
UNDER CONSTRUCTION
SEWER LINE
JAW JAW
JTBJTB
1"=50'TMP-17
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
1
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
4
410'
5
5
ROADWILLIAMSONOLD RD
FAIRVIEW
6
COVER
6
COVER
FAIRVIEW RD
7
7
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
8
EXIT TO
FAIRVIEW
DD/MM
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
EXIT TO
FAIRVIEW
CLOSED
FOLLOW
DETOUR
ROUTE
BEFORE CLOSURE
DISPLAY 1 WEEK
TO CLOSE
STARTING
ON
DURING CLOSURE
DISPLAY
8
SEGMENT L
SEE SHEET TMP-26 FOR DETOUR ROUTE
F
R
O
NT
A
GE
R
O
A
D
FRONTAGE
2
BUILDING 'G'
FRONTAGE 3
LOT 'H'
PARKING
1
9 SEE TMP-13
9
9
9
9
9
PLANS
CONSTRUCTION
MANHOLES PER
ABANDON EXISTING
10
ALL LANES TO TRAFFIC PRIOR TO MORNING PEAK HOURS.
DETOUR ROUTE SHOWN ON SHEETS TMP-28 THROUGH TMP-30. REOPEN
PLAN NOTES, DURING OVERNIGHT HOURS USING THE DETAILS AND
ABANDON EXISTING MANHOLE, AS DESCRIBED IN THE CONSTRUCTION
10
10
2"MAX
5' MIN
4'±
*MUST BE ADA-COMPLIANT*
PEDESTRIAN BARRICADE
R9-9
24'' X 12''CLOSED
SIDEWALK
24'' X 24''
R3-1
12
1210'
M6-2
21'' X 15''
11
11
11
40
CARS
ONLY
AVE
WADE
TO
EXIT
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
TRANSPORTATION MANAGEMENT PLAN
(TYP.)
MANHOLE
PROPOSEDTO WADE AVE.
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
CREEK CENTER LINE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S N24"TP
CAPITAL BOULEVARD
SYSTEMS
COFFEE
CAPITOL
METAL TREATING, INC
EAST CAROLINA
FA IRVIEW R O A D
THEMEWORKS
CAPITOL AUTO
MOVERS RALEIGH
LITTLE GUYS
RALEIGH AUTO
CASTLE VIDEO
AUTO BROKERS
CAPITAL CITY
SALES NC
ALLIED AUTO
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
3
1
1
1
2
1
3
3
BARRICADE
TREE PROTECTION
BARRICADE
TREE PROTECTION
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
SEWER LINE
CONSTRUCTED
PREVIOUSLY
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
UNDER CONSTRUCTION
SEWER LINE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
UNDER CONSTRUCTION
SEWER LINE
UNDER CONSTRUCTION
SEWER LINE
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
(TYP.)
MANHOLE
REOPENED AS SOON AS POSSIBLE
LOTS AND AFFECTED SECTIONS OF ROADWAY CAN BE
SHEET SO THAT CLOSED PORTIONS OF PARKING
LIMIT CONSTRUCTION TO AREA(S) SHOWN ON THIS
MANHOLE
PROPOSED
MANHOLE
PROPOSED
1
0' (TY
P
.)JAW JAW
JTBJTB
1"=50'TMP-18
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
8
NEXT RIGHT
42'' X 12''
SP-4R
ROAD
WILLIAMSONOLD
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
4
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
4
RD
FAIRVIEW
6
COVER
COVER
FAIRVIEW RD
7
6
8
99
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
EXIT TO
FAIRVIEW
CLOSED
FOLLOW
DETOUR
ROUTE
DURING CLOSURE
DISPLAY
7
SEGMENT MSEE SHEET TMP-26 FOR DETOUR ROUTE
FRONTAGE 3
F
RONTAGE
2
FR
O
NT
A
GE R
O
A
DLOT 'H'
PARKING
LOT 'I'
PARKING
2"MAX
5' MIN
4'±
*MUST BE ADA-COMPLIANT*
PEDESTRIAN BARRICADE
R9-9
24'' X 12''CLOSED
SIDEWALK
13
12
5
12
40
CARS
ONLY
AVE
WADE TO
EXIT
M6-2
21'' X 15''
12
M4-8
24'' X 12''
DETOUR
24'' X 24''
R3-1
13
10 11
11
10
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
5
TRANSPORTATION MANAGEMENT PLANTO WADE AVE.
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
N24"TP
N. WEST STREET
CAPITAL BOULEVARDWADE AVENUESYSTEMS
COFFEE
CAPITOL
CORE FITNESS
OSCEOLA MUSIC
METAL TREATING, INC
EAST CAROLINA
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
1
TYPE III BARRICADE(S)
2
2
2
3
3
3
BARRICADE
TREE PROTECTION
BARRICADE
TREE PROTECTION
BARRICADE
TREE PROTECTION
UNDER CONSTRUCTION
SEWER LINE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
PIT
JACK & BORE
PIT
JACK & BORE
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
CONSTRUCTED
MANHOLES TO BE
SEWER LINES AND
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
MANHOLE
PROPOSED
MANHOLE
PROPOSED
(TYP.)
MANHOLE
REOPENED AS SOON AS POSSIBLE
LOTS AND AFFECTED SECTIONS OF ROADWAY CAN BE
SHEET SO THAT CLOSED PORTIONS OF PARKING
LIMIT CONSTRUCTION TO AREA(S) SHOWN ON THIS
JAW JAW
JTBJTB
1"=50'TMP-19
BARRIER
OR WATER-FILLED
PORTABLE CONCRETE
5
4
ROADWILLIAMSONOLD RD
FAIRVIEW
4
FAIRVIEW RD
5
UNCOVER
UNCOVER
SEGMENT N
FRONTAGE 3
LOT 'J'
PARKING
6
6
6
6
MORNING PEAK HOURS.
ALL LANES TO TRAFFIC PRIOR TO
TMP-31 THROUGH TMP-34. REOPEN
DETOUR ROUTE SHOWN ON SHEETS
HOURS USING THE DETAILS AND
PLAN NOTES, DURING OVERNIGHT
DESCRIBED IN THE CONSTRUCTION
ABANDON EXISTING MANHOLE, AS
6
PLANS
THE CONSTRUCTION
MANHOLE AS PER
ABANDON EXISTING
BOULEVARD ONTO WADE AVENUE
TRAFFIC EXITING FROM CAPITAL
PARKED VEHICLES FROM
WOULD BE NEEDED TO PROTECT
NEEDED FOR TMIA. THE TMIA
AND ANY ROLL-AHEAD DISTANCE
TO PRESENCE OF FIRE HYDRANT
PARKING IS NOT FEASIBLE DUE
TO NEW LOCATION. ON-STREET
PARKING LOT 'J' VEHICLES
WILL NEED TO RELOCATE
2"MAX
5' MIN
4'±
*MUST BE ADA-COMPLIANT*
PEDESTRIAN BARRICADE
R9-9
24'' X 12''CLOSED
SIDEWALK
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SN24"TP
N. WEST STREET
CAPITAL BOULEVARDWADE AVENUESYSTEMS
COFFEE
CAPITOL
CORE FITNESS
OSCEOLA MUSIC
METAL TREATING, INC
EAST CAROLINA
BARRICADE
TREE PROTECTION
BARRICADE
TREE PROTECTION
UNDER CONSTRUCTION
SEWER LINE
MANHOLE
PROPOSED
SEWER LINE
CONSTRUCTED
PREVIOUSLY
MANHOLE
PROPOSED
TO BE CONSTRUCTED
SEWER LINES AND MANHOLES
SEWER LINE
CONSTRUCTED
PREVIOUSLY
(TYP.)
MANHOLE
THAT ARE AWAY FROM TRAFFIC
AND SECTIONS OF SEWER LINE
CONSTRUCT PROPOSED MANHOLES
JAW JAW
JTBJTB
1"=50'TMP-20
SEGMENT O
TRANSPORTATION MANAGEMENT PLANROADOLD WI LLI AMSON100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
24"TP
S
S
S NN. WEST STREET
CAPITAL BOULEVARDWADE AVENUESYSTEMS
COFFEE
CAPITOL
CORE FITNESS
OSCEOLA MUSIC
METAL TREATING, INC
EAST CAROLINA
TMP-21
TYPE III BARRICADE
1
1
2
2
BARRICADE
TREE PROTECTION
BARRICADE
TREE PROTECTION
INSET '1'
NTS
BARRIER
WATER-FILLED
PIT
JACK & BORE
PIT
JACK & BORE
12
2
MANHOLE
PROPOSED
MANHOLE
PROPOSED
MANHOLE
PROPOSED
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
SEWER LINE
CONSTRUCTED
PREVIOUSLY
UNDER CONSTRUCTION
SEWER LINE
CONSTRUCTION
UNDER
SEWER LINE
(TYP.)
MANHOLE
REOPENED AS SOON AS POSSIBLE
LOTS AND AFFECTED SECTIONS OF ROADWAY CAN BE
SHEET SO THAT CLOSED PORTIONS OF PARKING
LIMIT CONSTRUCTION TO AREA(S) SHOWN ON THIS
1"=50'
JAW JAW
JTBJTB
1101.02, SHEET 10 OF 14
CAPITAL BOULEVARD USING RSD
CLOSE RIGHT LANE OF INBOUND
SEGMENT P
LOT 'K'
PARKING
2"MAX
5' MIN
4'±
*MUST BE ADA-COMPLIANT*
PEDESTRIAN BARRICADE
R9-9
24'' X 12''CLOSED
SIDEWALK
TRANSPORTATION MANAGEMENT PLAN
SEE INSET '1' THIS SHEET
PIT
JACK & BORE BARRICADE
TREE PROTECTION
ROADOL D WIL L IA MS ONREOPEN BOTH LANES TO TRAFFIC DURING PERIODS OF INACTIVITY.
PROTECT WORK WITH WATER-FILLED BARRIER DURING ACTIVE CONSTRUCTION.
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
W / LT
S
S
S S
S S
S
S
S
S
S
S
S
S
S
SN
CAPITAL BOULEVARD
PIGEON HOUSE BRANCH
MINISTRIES
& FREEDOM
FAITH VICTORY
BREWING
DEVELOPMENT
RESEARCH AND
PAINT WORKS
OF WAKE COUNTY
URBAN MINISTRIES
PUBLIC STORAGE
PUBLIC STORAGE
CROSSFIT
SOCAP
GOLF
CONTINENTAL A. HOKE LTD
HERC RENTALS
RENTALS
HERC
AND CUSTOMS
EASTERN ROD
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
TYPE III BARRICADE(S)
2
2
11
BARRICADE
TREE PROTECTION
VEGETATION
VEGETATION
(TYP.)
MANHOLE
MANHOLE
PROPOSED
PIT
JACK & BORE
UNDER CONSTRUCTION
SEWER LINE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
ENTRANCES.
DURING CLOSURE OF OTHER
ONE DRIVEWAY REMAINS OPEN
OPERATIONS. ENSURE THAT
OF ADJACENT CONSTRUCTION
ACCESS DURING DURATION
MAINTAIN PARKING LOT
POSSIBLE
OF ROADWAY CAN BE REOPENED AS SOON AS
OF PARKING LOTS AND AFFECTED SECTIONS
SHEET SO THAT CLOSED PORTIONSON THIS
LIMIT CONSTRUCTION TO AREA(S) SHOWN
4
44
4
JAW JAW
JTBJTB
1"=50'TMP-22
ROAD CLOSED
R11-4
60'' X 30''
TO
THRU TRAFFIC
INSET
5
5
5
THIS SHEET
SEE INSET
SHEET 3 OF 14.
USING NCDOT RSD 1101.02,
LANE, CLOSE THAT LANE
5 FT. OF AN OPEN TRAVEL
ENCROACHES WITHIN
CONSTRUCTION PLANS,
IN NOTES 2 AND 3 OF THE
WHEN WORK, AS DESCRIBED
M4-10R
48" x 18"
R11-2
48'' x 30''
ROAD
CLOSED
DETOUR
TYPE III BARRICADE(S)
3
3
2
PARKING5

6
6
7
7
8
8
8
7
SEGMENT Q
FRONTAGE ROAD
LOT 'B'
PARKING
BUILDING 'A'
SEGMENT OF CONSTRUCTION.
ACTIVITIES DURING THIS
USED FOR CONSTRUCTION
BLOCKED-OFF AREA WILL BE
PARKING SPACES AS SHOWN. THE
CONCRETE BARRIER TO BLOCK OFF
USE WATER-FILLED OR PORTABLE
SEWER LINE
CONSTRUCTED
PREVIOUSLY
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
DETOUR ROUTE
TMP-23
JAW
JTB JTB
JAW
NONE
E. WHI
T
A
K
E
R MI
L
L
R
D.MILL RD.E. WHITAKERMcNEIL STREETWAKE FOREST RD.
WAKE FOREST RD.
MILLS STREET
MI
LLS STREETATLANTI
C AVE.
OL
D L
O
UISB
UR
G R
D.CAPITAL BLVD.CAPI
TAL BLVD.
G
E
O
R
G
E
T
O
WN
R
D.CAPI
T
AL BL
VD.ON-RAMP ONT
OWAKE
F
ORE
S
T RD.
C
APIT
AL BL
V
D.
CABINET
AREA NEXT TO SIGNAL
PLACE IN SMALL GRASSY
CAPITAL BLVD.
ON-RAMP ONTO SOUTHBOUND
DETOUR FOR WAKE FOREST ROAD
SIGN
EXISTING TRUCK ROUTE
200' +/- IN ADVANCE OF
UTILITY STRIP
PLACE IN GRASS
M4-8
24'' X 12''
DETOUR
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M5-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
M4-8
24'' X 12''
DETOURM4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
SIGNING AND DEVICES
SEE TMP-24 FOR ADDITIONAL
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M6-2
21'' X 15''
TO CLOSE
SB RAMP
CAPITAL
DISPLAY DURING CLOSURE
6AM MON
TO
9PM FRI
PRIOR TO CLOSURE
MONDAY THRU FRIDAY
DISPLAY
CLOSED
SB RAMP
CAPITAL
DETOUR
FOLLOW
1
1
CAPITAL BLVD
TO
M4-8
24'' X 12''
DETOUR
M6-1
21'' X 15''
2
2
TO DOWNTOWN
CAPITAL BLVD
CAPITAL BLVD
3
3
BLOUNT ST.
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
4
4
55
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L

TRANSPORTATION MANAGEMENT PLAN
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''

100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
TMP-24
JAW
JTB JTB
JAW
NONE
WAKE FOREST RD.GE
ORGE
T
OWN RD.SPACE120' BUFFER
245' TAPER
(TYP.)35'
(TYP.)10'
ENGINEER TO FIT EXISTING FIELD CONDITIONS
AND SIGNING UNDER THE DIRECTION OF THE
SIGNING. SEE SHEET TMP-26. PLACE DEVICES
FOR ADDITIONAL LANE CLOSURE DEVICES AND
SEE NCDOT RSD 1101.02, SHEET 3 0F 14,SB CA
PITA
L BLV
D.
O
N
-RA
M
P
O
N
TO
W
ORK AREATRANSPORTATION MANAGEMENT PLAN
CAPITAL BLVD
TO SOUTHBOUND
WAKE FOREST RD EXIT-RAMP
DETAIL FOR CLOSURE OF

M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
CAPITAL BLVD
DOWNTOWN
BLOUNT ST
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
ON NDETOUR ROUTE
TMP-25
JAW
JTB JTB
JAW
NONE
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
E. WHI
T
A
K
E
R MI
L
L
R
D.
WAKE FOREST RD.CAPI
TAL BLVD.ON-RAMP ONTOWAKE
F
ORES
T RD.
C
APIT
AL BL
V
D.
CAPITAL BLVD.CAPI
TAL BLVD.
OL
D L
O
UISB
UR
G R
D.ATLANTI
C AVE.MILL RD.E. WHITAKERATLANTIC AVENUE
ONTO WAKE FOREST ROAD /
CAPITAL BLVD. OFF-RAMP
WAKE FOREST RD.
BLOUNT ST
FOR BLOUNT STREET
BLOCKING SIGNING
GUARDRAIL WITHOUT
PRIOR TO EXISTING
PLACE DETOUR SIGNING
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
DETOUR
END
24'' X 18''
M4-8 A
RALEIGH AUTO
CASTLE VIDEOSALES NC
ALLIED AUTO
CAPITAL BLVD.
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
DISPLAY DURING CLOSUREMESSAGE SIGN
OF CHANGEABLE
FOR PLACE
MENT
THIS SHEET
SEE INSET
INSET
FOR CMS MESSAGES
SEE THIS SHEET
LOT
CONCRETE PARKING
STRIP PRIOR TO
GRASS UTILITY
PLACE IN LAST
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
M5-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
6AM MON
TO
9PM FRI
CLOSED
RD EXIT
WAKE FRST
DETOUR
FOLLOW

TO CLOSE
RD EXIT
WAKE FRST
FRIDAY PRIOR TO CLOSURE
DISPLAY MONDAY THRU
TRANSPORTATION MANAGEMENT PLAN
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NFAIRVIEW ROADCAPITAL BOULEVARD
GLENWOOD AVENUE
E. WHITAKER MILL RD.GLENN AVENUECHEROKEE DRIVE
BICKETT BLVD.BI
CKE
T
T BL
VD.
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
11
2
2
RD
FAIRVIEW
COVER
5
5
7
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
NEXT RIGHT
42'' X 12''
SP-4R
6
2
SCALES ST.WADE AVE.3
3
2W. AYCOCK ST.
HARVEY ST.2
4
DETOUR
END
M4-8 A
24'' X 18''
4
DETOUR ROUTE
TMP-26
JAW
JTB JTB
JAW
NONE
DETOUR TO FAIRVIEW ROAD
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
6
3
3
24'' X 24''
R3-1
7
TRANSPORTATION MANAGEMENT PLAN
ADDITIONAL SIGNING AND DEVICES
SEE TMP-17 & TMP-18 FOR
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NFAIRVIEW ROADCAPITAL
BOULEVARD
GLENWOOD AVENUE
E. WHITAKER MILL RD.GLENN AVENUECHEROKEE DRIVE
BICKETT BLVD.BI
CKE
T
T BL
VD.
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
1
1
2
2
SCALES ST.WADE AVE.3
3
2W. AYCOCK ST.
HARVEY ST.2
4
DETOUR
END
M4-8 A
24'' X 18''
4
DETOUR ROUTE
TMP-27
JAW
JTB JTB
JAW
NONE
DETOUR TO FAIRVIEW ROAD
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
(SEE THI
S SHEET)MATCHLI
NE(SEE THIS SHEET)MATCHLINECAPITAL BOULEVARD
EXIT FROM NORTHBOUND
CLOSE THE FAIRVIEW ROAD
3PEACE STREETSELF STORAGE
CUBE SMART
614
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
CLOSE
EXIT TO
FAIRVIEW
DD/MM
ON
STARTING
PRIOR TO CLOSURE
DISPLAY ONE WEEK
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
CLOSED
EXIT
FAIRVIEW
WADE AVE
TO
DETOUR
DISPLAY DURING CLOSURE(SEE MESSAGES THIS SHEET)
CMS
TRANSPORTATION MANAGEMENT PLAN
5
M4-8
24'' X 12''
DETOUR
21'' X 15''
M5-2 R
5
SEE SHEET TMP-13
10'
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NS
S
S
S
S
S
S
S
S
TYPE III BARRICADE(S)
JAW JAW
JTBJTB
TMP-28ROADWILLIAMSONOLDNONE
CAPITAL BOULEVARDWADE AVENUEMATCHLINE (SEE SHEET TMP-29)495'
45'
543' +/-
45'
495
'
W4-2L
48'' X 48''
ROAD ACCESS
WILLIAMSON
MAINTAIN OLD
10'
45
'120'225'LANE CLOSURE.
PLACED PRIOR WADE AVENUE
DEVICES AND SIGNING TO BE
SHEET 3 OF 14, FOR ADDITIONAL
REFER TO NCDOT RSD 1101.02,
CLOSURES.
CAPITAL BOULEVARD LANE
PLACED PRIOR TO THE NORTHBOUND
DEVICES AND SIGNING TO BE
SHEET 8 OF 14, FOR ADDITIONAL
REFER TO NCDOT RSD 1101.02,
ROUTE.
CAPITAL BOULEVARD DETOUR
SEE TMP-30 FOR NORTHBOUND
35'TRANSPORTATION MANAGEMENT PLAN
M4-10R
48" x 18"
R11-2
48'' x 30''
ROAD
CLOSED
DETOUR
100% SUBMITTAL100% SUBMITTALFOR REGULATORY APPOVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NS
S
S
S
FA IRVIEW R O A D
CAPITOL AUTOMATCHLINE (SEE SHEET TMP-28)JAW JAW
JTBJTB
TMP-29NONE
4
9
5'222' +/
-
2
0
0'45'
TYPE III BARRICADE(S)
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
ON FAIRVIEW ROADCAPITAL
BOULEVARD
CHEROKEE DRIVE
BICKETT BLVD.BI
CKE
T
T BL
VD.WADE AVE.DETOUR ROUTE
TMP-30
JAW
JTB JTB
JAW
NONE
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''PEACE STREETDETOUR TO NORTHBOUND CAPITAL BOULEVARD
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L MI
N.12'
THIS SHEET
SEE MESSAGES
CMS
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
NORTH
BLVD
CAPITAL
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
NORTH
BLVD
CAPITAL
PEACE ST
TO
DETOUR
DD/MM
STARTING
DETOUR
PRIOR TO CLOSURE
DISPLAY ONE WEEK
CLOSURE
DISPLAY DURING

TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NS
S
S
S
S
S
S
S
S
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
JAW JAW
JTBJTB
TMP-31ROADWILLIAMSONOLDNONE
CAPITAL BOULEVARDWADE AVENUEMATCHLINE (SEE SHEET TMP-32)200'
45'
1
1
1
CHANGEABLE MESSAGE
SIGN
NO. 1
MESSAGE
NO. 2
MESSAGE
CLOSURE
DISPLAY DURING
THIS SHEET
SEE MESSAGES
CMS
CLOSED
EXIT
WADE AVE
ROUTE
DETOUR
FOLLOW
WADE AVENUE DETOUR
SEE TMP-34 FOR
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O NS
S
S
S FAIRVIEW ROADCAPITOL AUTO
MATCHLINE (SEE SHEET TMP-31)JAW JAW
JTBJTB
TMP-32NONE
495'MATCHLINE (SEE SHEET TMP-33)STOP
36"x36"
R1-1
(TYP)
10
'195'
45'
990'
45'45'
W4-2R
48'' X 48''
CAPITAL BOULEVARD
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
ON W / LT
JAW JAW
JTBJTB
TMP-33NONEMATCHLINE (SEE SHEET TMP-32)990'
45'
495'
CAPITAL BOULEVARD
CLOSURES.
CAPITAL BOULEVARD LANE
PLACED PRIOR TO THE SOUTHBOUND
DEVICES AND SIGNING TO BE
SHEET 8 OF 14, FOR ADDITIONAL
REFER TO NCDOT RSD 1101.02,
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
ON FAIRVIEW ROADCAPITAL
BOULEVARD
CHEROKEE DRIVE
BICKETT BLVD.BI
CKE
T
T BL
VD.WADE AVE.DETOUR ROUTE
TMP-34
JAW
JTB JTB
JAW
NONEPEACE STREETM4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L
DETOUR TO WADE AVENUE
M4-8
24'' X 12''
DETOUR
M6-3
21'' X 15''
M4-8
24'' X 12''
DETOUR
M6-2
21'' X 15''
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
TMP-35
JAW
JTB JTB
JAW
NONE
TRANSPORTATION MANAGEMENT PLAN
FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
TMP-36
JAW
JTB JTB
JAW
NONE
TRANSPORTATION MANAGEMENT PLAN
3.85"40.3"3.85"
4'-0"
5.13"
5"
3.75"
5"
5.13"2'-0"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
5.15"19.7"5.15"
2'-6"
3.75"
5"
3.75"
5"
3.75"
5"
3.76"2'-6"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY:DESIGN BY:
PROJECT ID:DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
D
1
2'-6"
2'-6"
6.3 Sq.Ft.
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Wake Forest Road SigningFILENAME:
Jul 07, 2021
MAT'L:
USE NOTES:
A. BESHEARS
7.9
W
4.1
A
3.9
K
3.6
E
2.6 7.9 14.2
C 2000
5.1
F
3.2
O
4
R
3.7
E
3.2
S
3.3
T
2.6 5.1 19.7
C 2000
8.1
R
3.5
O
3.5
A
3.9
D
2.8 8.1 13.8
C 2000
RECESSED
5
5.9"24.2"5.9"
3'-0"
5.13"
5"
3.75"
5"
5.13"2'-0"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
3.85"40.3"3.85"
4'-0"
5.13"
5"
3.75"
5"
5.13"2'-0"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY:DESIGN BY:
PROJECT ID:DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
D
1
3'-0"
2'-0"
6.0 Sq.Ft.
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Wake Forest Road SigningFILENAME:
Jul 21, 2021
MAT'L:0.080" (2.0 mm) ALUMINUM
USE NOTES:
5.9
F
2.8
A
3.9
I
1.8
R
3.2
V
3.8
I
1.8
E
3
W
3.8 5.9 24.2
C 2000
11.1
R
3.6
O
3.6
A
3.9
D
2.8 11.1 13.8
C 2000
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY:DESIGN BY:
PROJECT ID:DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
D
1
4'-0"
2'-0"
8.0 Sq.Ft.
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Wake Forest Road SigningFILENAME:
Jul 21, 2021
MAT'L:0.080" (2.0 mm) ALUMINUM
USE NOTES:
3.9
C
3.4
A
3.9
P
3.8
I
1.4
T
3.1
O
3.9
L
2.6

5
B
3.6
L
2.8
V
3.8
D
2.8 3.9 40.3
C 2000
15.5
S
3.6
O
4
U
3.5
T
3.3
H
2.8 15.5 17.1
C 2000
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY:DESIGN BY:
PROJECT ID:DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
D
1
4'-0"
2'-0"
8.0 Sq.Ft.
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Wake Forest Road SigningFILENAME:
Jul 21, 2021
MAT'L:0.080" (2.0 mm) ALUMINUM
USE NOTES:
3.9
C
3.4
A
3.9
P
3.8
I
1.4
T
3.1
O
3.9
L
2.6

5
B
3.6
L
2.8
V
3.8
D
2.8 3.9 40.3
C 2000
15.5
N
3.8
O
4
R
3.3
T
3.3
H
2.8 15.5 17.1
C 2000
0.080" (2.0 mm) ALUMINUM
2.
1.Background shall be Grade B reflective sheeting.
non-reflective sheeting.
Legend and border shall be direct applied black 2.
1.Background shall be Grade B reflective sheeting.
non-reflective sheeting.
Legend and border shall be direct applied black
2.
1.Background shall be Grade B reflective sheeting.
non-reflective sheeting.
Legend and border shall be direct applied black2.
1.Background shall be Grade B reflective sheeting.
non-reflective sheeting.
Legend and border shall be direct applied black
RECESSED RECESSED
RECESSED
A. BESHEARS
5
A. BESHEARS
5
A. BESHEARS
5
Fluorescent Orange Fluorescent Orange
Fluorescent Orange Fluorescent OrangeT. BROOKS
50097464
50097464
T. BROOKS
50097464
T. BROOKS
50097464
T. BROOKS
Capitol S.
Wake Forest Capitol N.
Fairview

FOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021
and Sealed For Construction
for Construction unless Signed
This Drawing shall not be used
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Check
Drafting
DateRevisionNo Rev:Drawing No:
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing Arch D
(Project Director)
Approved
Date
By
Approved
By
Checked
Project No: 50097464
NCBELS #F-0929
Fax: [phone]
919.881.9939 Phone:
Raleigh, NC 27607
Suite 410
2610 Wycliff Rd.
Dewberry Engineers Inc.
By
Drawn
standards and specifications of the City's Public Utilities Handbook.
Construction methods used for this project shall conform to the
City's public sewer system as shown on this plan. The material and
The City of Raleigh consents to the connection and extension of the
Public
Sewer Collection / Extension System
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date

CITY OF RALEIGH, NORTH CAROLINA
UPPER PIGEON HOUSE INTERCEPTOR REPLACEMENT

0

0 90% SUBMITTAL ARH SRH SRH 03/20
100% SUBMITTAL ARH JW SRH 07/21

ANOLIRACHRTO
NEVET
G OAE
LISSNFORP
INN REE
E
7
A
20 263
ES L
N
R.HI
REDLH OSFFD17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
O
TMP-37
JAW
JTB JTB
JAW
NONE
TRANSPORTATION MANAGEMENT PLAN
4.8"14.4"4.8"
2'-0"
5.13"
5"
3.75"
5"
5.13"2'-0"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
HTSYMBOLXWIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
CHECKED BY:DESIGN BY:
PROJECT ID:DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
D
1
2'-0"
2'-0"
4.0 Sq.Ft.
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
Wake Forest Road SigningFILENAME:
Jul 21, 2021
MAT'L:
USE NOTES:
4.8
W
4.1
A
3.9
D
3.8
E
2.6 4.8 14.4
C 2000
7.1
A
3.5
V
3.8
E
2.6 7.1 9.9
C 2000
0.080" (2.0 mm) ALUMINUM
RECESSED
2.
1.Background shall be Grade B reflective sheeting.
non-reflective sheeting.
Legend and border shall be direct applied black
COPY COLOR:
BACKG COLOR:A. BESHEARS
5
Wade Fluorescent Orange
50097464
T. BROOKS
D17586
SEAL
J.T
O
DRO KSA
NCRTOH LORA
NIRAPL
SEOF NIS
OG NIENE RE
B
OFOR REGULATORY APPROVAL
DocuSign Envelope ID: 99AC9693-3E13-4809-84B0-25EECD486FD8
9/13/2021

APPENDIX F – F&R WETLANDS REPORT

FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.3441 | F 919.828.5751
NC Engineering License # F-0266

Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com

VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA

A Minority-Owned Business

August 8, 2019

Mr. Steven Hilderhoff, P.E.
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607

Re: Stream and Wetland Delineation
Upper Pigeon House Branch Interceptor
Capital Boulevard
Raleigh, Wake County, NC 27603
F&R Project No. 66X-0133-0002

Property Description:
Size (acres): ~ 0.38 acre Nearest Town: Raleigh, NC ______
Nearest Waterway: Upper Pigeon House Branch River Basin: Neuse River
USGS HUC: 030202010804 Coordinates: Lat 35.7997 / Long -78.6345
Location: Along the north and south sides of US 1/401 (Capital Boulevard) from
Wade Avenue to Wake Forest Road. ______________

Mr. Hilderhoff:
Froehling & Robertson, Inc., (F&R) presents herein the results of the stream and wetland delineation
conducted at the above-referenced location along US 1/401 (Capital Boulevard) from Wade Avenue to
Wake Forest Road in Raleigh, Wake County, NC (see Attachments for Site Vicinity Map). The review area
contains an estimated 6,200 linear feet (LF) of a named stream, Pigeon House Branch. The Right-of-Way
(ROW) consists of road fill adjacent to Pigeon House Branch, commercial and industrial land, and
improvements related to those businesses. The purpose of the project is to replace existing sewer piping.
EXECUTIVE SUMMARY
The following executive summary of our findings is not intended to replace more detailed information
contained in other sections of this report. Based on F&R’s information review and field observations,
one potentially jurisdictional feature (Pigeon House Branch) was identified within the review area. The
stream feature is a named stream identified, which generally runs parallel to US 1/401 with
approximately 6,200 LF of this stream located within the review area. Three box culvert crossings
associated with Pigeon House Branch are also located within the review area.
SCOPE OF SERVICES
This report describes the activities and findings associated with the completion of a stream and wetland
assessment for the above-referenced review area. F&R reviewed applicable information sources to
identify areas on the project site that could be considered “Waters of the US” (i.e., wetland, stream, and
open water features) and subject to jurisdiction by the Environmental Protection Agency (EPA), the

Dewberry UPHB Interceptor – Stream and Wetland Delineation
F&R Project No. 66X-0133-0002 2 August 8, 2019
United States Army Corps of Engineers (USACE), and the North Carolina Department of Environmental
Quality (NCDEQ). On-site identification of wetlands and other waters was performed in general
accordance with the 1987 Corps of Engineers Wetlands Delineation Manual and subsequent USACE
clarification memorandums. On-site identification of streams was performed in general accordance with
the North Carolina Methodology for Identification of Intermittent and Perennial Streams and Their
Origins.
SITE CONDITIONS
INFORMATION REVIEW
F&R reviewed all or some of the following resources prior to visiting the review area: United States
Geological Survey (USGS) 1:24,000-scale topographic map, Natural Resource Conservation Service
(NRCS) Soil Survey, National Wetlands Inventory (NWI), North Carolina Methodology for Identification of
Intermittent and Perennial Streams and Their Origins, and available aerial photography. Based on F&R’s
initial information review, one named stream and three mapped streams were likely to be observed
within the review area, including Pigeon House Branch. The three unnamed streams are mapped on the
1:24,000 NRCS Soil Survey (Figure 6) and called out as SS1, SS2, and SS3.
Additionally, the USDA Soil Survey map indicates five soil series, one of which is classified as hydric, are
located within the project review area. Hydric soils include Chewacla (Map Symbol ChA), mapped within
the US 401 ROW. Hydric soil is defined as “soil that formed under conditions of saturation, flooding, or
ponding long enough during the growing season to develop anaerobic conditions in the upper part.” The
presence of hydric soil is one criterion used to delineate and identify wetland areas. Please see
Attachments for copies of relevant portions of the soil maps at 1:24,000 scale.
ON-SITE OBSERVATIONS
The review area currently consists of urban land along both sides of US 1/401. One likely jurisdictional
stream (Pigeon House Branch) was identified and delineated within the review area as part of this
assessment. Please note that mapped streams are labeled on the attached 1:24,000 scale published Soil
Survey Map (Figure 6). Three stream features (SS1, SS2, and SS3) mapped on the soil survey were not
identified or observed in the field. It appears the streams were either graded and filled (SS1 and SS3) or
are located outside our review area (SS2).
Based on F&R’s on-site observations, the below-listed feature is likely to be considered jurisdictional
“Waters of the US” by the USACE and/or NCDEQ; however, on-site determinations by the USACE and
NCDEQ would be required in order to confirm or deny jurisdiction by these two regulatory agencies. The
approximate locations of the mapped surface feature is shown on the Wetlands identification Map in
the Attachments and described as follows:
1. Pigeon House Branch – a deeply incised perennial stream located mostly along the south side of
Capital Boulevard and containing steep, established banks, often stabilized with rip rap. This
feature is located along the north side of Capital Boulevard at the northern and southern
extents of the review area.

Dewberry UPHB Interceptor – Stream and Wetland Delineation
F&R Project No. 66X-0133-0002 3 August 8, 2019
CONCLUSION
Based on F&R’s information review and on-site observations, one likely jurisdictional stream feature was
identified and delineated within the review area during our assessment. No wetlands were observed
within the review area. The stream features are shown on the attached Wetland Identification Map. It is
F&R’s opinion that portions of Pigeon House Branch that are contained within the review area are likely
to be considered jurisdictional by the USACE and/or NCDEQ as outlined above. Based on this
assumption, the features would be subject to USACE or NCDEQ regulations in accordance with the Clean
Water Act (CWA); however, on-site determinations by the USACE and/or NCDEQ would be required in
order to confirm or deny jurisdiction by these two regulatory agencies.
Please note that the attached Wetland Identification Map prepared by F&R is meant for use as a
reference document only. This map is not designed to satisfy any requirement for a survey plat by a
licensed surveyor nor is it intended to be used for construction purposes or relied upon for the
jurisdictional limits of the mapped surface features.
GENERAL GUIDANCE
F&R recommends that plans for development of the subject prope rty consider the USACE and NCDEQ
procedures for assessing impacts to jurisdictional wetlands and/or streams (i.e., avoid, minimize, and
mitigate) to optimize permitting strategies.
If proposed development on the project site does not result in impacts to wetland areas, the area s
immediately adjacent to wetland boundaries, or the identified Waters of the US, a USACE permit will not
be necessary. Typical activities requiring USACE permitting include, but are not limited to, depositing of
fill or dredged material in wetlands; site development fill; construction of revetments, groins,
breakwaters, levees, dams, dikes, and weirs; and placement of riprap and road fill.
If impacts to these areas are anticipated, F&R recommends that site plans be developed that optimize
permitting strategies to comply with the USACE, NCDWR, and local municipality procedures for
assessing impacts to jurisdictional wetlands and/or “Waters of the US” (i.e., avoid, minimize, and
mitigate).
If future impacts to jurisdictional wetlands and/or streams are anticipated, the appropriate permit
applications for regulatory review must be completed prior to any initiation of activities that may
require permitting.
F&R can provide alternative design measures and make the written request based upon extensive
experience and professional relationships with the USACE and NCDWR throughout North Carolina in the
event that impacts are unavoidable and written authorization needs to be requested.
LIMITATIONS
This report has been prepared for the exclusive use of Dewberry (Client) and others so designated by
the Client for this specific project. These services have been provided in accordance with generally
accepted environmental practices. No other warranty, expressed or implied, is made. Our observations
were based upon conditions readily visible at the site at the time of our visit. If additional information
becomes available which may affect our conclusions and recommendations, we request the opportunity
to review the information, and reserve the right to modify our report, as warranted.

Dewberry UPHB Interceptor – Stream and Wetland Delineation
F&R Project No. 66X-0133-0002 4 August 8, 2019
CLOSURE
We appreciate the opportunity to serve as your Environmental Consultant. Please do not hesitate to
contact us if you have any questions, comments or additional needs.

Respectfully Submitted,
FROEHLING & ROBERTSON, INC.

For: Alexander D. Aycrigg, MS, PWS Elias N. Ruhl
Wetland Scientist Senior Environmental Scientist

Attachments: Figure 1: Site Location Map
Figure 2: National Wetland Inventory Map
Figure 3: USGS Topographical Map
Figure 4: Wetland Identification Map
Figure 5: NRCS Soil Survey Map (Digital)
Figure 6: NRCS Soil Survey Map (Published)
Site Photographs
NCDWR Stream Determination Forms

Esri, HERE, Garmin, © OpenStreetMap contributors, Copyright:© 2013 National Geographic Society, i-cubed, Source: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
-8770383.540768
-8770383.540768
-8768554.737111
-8768554.737111
-8766725.933453
-8766725.933453
-8764897.129796
-8764897.129796
-8763068.326138
-8763068.326138
-8761239.522480
-8761239.522480
-8759410.718823
-8759410.718823
-8757581.915165
-8757581.915165
-8755753.111508
-8755753.111508
-8753924.307850
-8753924.307850
-8752095.504192
-8752095.504192
-8750266.700535
-8750266.700535
-8748437.896877
-8748437.896877
-8746609.093220
-8746609.093220
-8744780.289562
-8744780.289562
-8742951.485904
-8742951.485904
-8741122.682247
-8741122.682247
-8739293.878589
-8739293.878589
-8737465.074932
-8737465.074932
4262382.5247654263601.7272034264820.9296424266040.1320804267259.3345184268478.5369574269697.7393954270916.9418344272136.1442724273355.3467104274574.5491494275793.7515874277012.9540264278232.1564644279451.3589024280670.5613414281889.7637794283108.966218NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
Site Location Map
Scale:1:84,000 1 inch = 7,000 feet
FIGURENo.:
Dewberry
Wake County, NC
USGSJune 2019
0 7,000 14,000 21,000 28,0003,500 Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 1
Upper Pigeon House Branch Project
Esri, HERE, Garmin, © OpenStreetMap contributors, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,IGN, and the GIS User Community
-8753924.307850
-8753924.307850
-8753009.906021
-8753009.9060214273355.3467104273355.346710NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
National Wetlands Inventory Map
Scale:1:4,800 1 inch = 400 feet
FIGURENo.:
Dewberry
Wake County, NC
Data CitationJune 2019
0 400 800 1,200 1,600200Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 2
Legend
Upper Pigeon House Branch TOB
Review Area
Approximate Proposed Sewer Line
Copyright:© 2013 National Geographic Society, i-cubed
-8754838.709679
-8754838.709679
-8753924.307850
-8753924.307850
-8753009.906021
-8753009.906021
-8752095.504192
-8752095.5041924273355.3467104273355.346710NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
USGS Topographical Map
Scale:1:7,200 1 inch = 600 feet
FIGURENo.:
Dewberry
Wake County, NC
USGSJune 2019
0 600 1,200 1,800 2,400300Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 3
Legend
Upper Pigeon House Branch TOB
Review Area
Approximate Proposed Sewer Line
Esri, HERE, Garmin, © OpenStreetMap contributors, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,IGN, and the GIS User Community
-8753924.307850
-8753924.307850
-8753009.906021
-8753009.9060214273355.3467104273355.346710NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
Wetlands Identification Map
Scale:1:4,800 1 inch = 400 feet
FIGURENo.:
Dewberry
Wake County, NC
USGSJune 2019
0 400 800 1,200 1,600200Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 4
Legend
Upper Pigeon House Branch TOB
Review Area
Approximate Proposed Sewer Line
Made Land
Appling
Chewacla
Cecil Cecil
Appling
Cecil
Made Land
Appling
Cecil
Appling
Appling
Cecil
Cecil
Cecil
Cecil
Appling
Mantachie
Cecil Cecil
Appling
Esri, HERE, Garmin, © OpenStreetMap contributors, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,IGN, and the GIS User Community
-8753924.307850
-8753924.307850
-8753009.906021
-8753009.9060214273355.3467104273355.346710NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
NRCS Soil Survey Map (Digital)
Scale:1:4,800 1 inch = 400 feet
FIGURENo.:
Dewberry
Wake County, NC
USGSJune 2019
0 400 800 1,200 1,600200Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 5
Legend
Upper Pigeon House Branch TOB
Review Area
Approximate Proposed Sewer Line
Soil Series
Appling
Cecil
Chewacla
Made Land
Mantachie
Esri, HERE, Garmin, © OpenStreetMap contributors, Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,IGN, and the GIS User Community
-8753924.307850
-8753924.307850
-8753009.906021
-8753009.9060214273355.3467104273355.346710NAD 1983 StatePlane North Carolina FIPS 3900 (Feet)Client:Project:Location
F&R Project No.:Data:Date:
NRCS Soil Survey Map (Published)
Scale:1:6,000 1 inch = 500 feet
FIGURENo.:
Dewberry
Wake County, NC
USGSJune 2019
0 500 1,000 1,500 2,000250Feet
Upper Pigeon House Branch
66X-0133-0002
FROEHLING & ROBERTSON, INC.
310 Hubert StreetRaleigh, North Carolina 27603-2302 I USAT 919.828.3441 I F 919.828.5751
Ü
Disclaimer: F&R makes no warranties or guarantees regarding the accuracy orcompleteness of geographic features shown on this map. Spatial accuracy ofmeasurement provided by source agencies can be obtained by contacting F&R.Engineering Stability Since 1881 6
Legend
Approximate Proposed Sewer Line
Upper Pigeon House Branch TOB
Review Area
NC DWQ Stream Identification Form Version 4.11
Date: tj
/7-111
Project/Site: t�ewlnerf 01
i 0Ter (fl v„-lzrcel6r_Latitude:
35,2,, li
Evaluator: A, 0 J3
'/
County: (��t e_
Longitude: _7 t
G of c( S
Total Points:
Stream is at least intermittent
if a 19 or perennial if a 30*
4
?p0'
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
p , id
A. Geomorphology (Subtotal = i1:7 )
Absent
Weak
Moderate
Strong
_
1a. Continuity of channel bed and bank
0
1
2
t
2. Sinuosity of channel along thalweg
0
10
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
Q
3
4. Particle size of stream substrate
0
1
0
3
5. Active/relict floodplain
N
1
2
3
6. Depositional bars or benches
0
1
3
7. Recent alluvial deposits
0
1
i
3
8. Headcuts
0
6
3
9. Grade control
0
g, g1
1.5
10. Natural valley
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes
artiflclal ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = to. S
12. Presence of Baseflow
0
1
2V3
13. Iron oxidizing bacteria
0
1
©
3
14. Leaf litter
1.5
0
15. Sediment on plants or debris
0
0
1.5
16. Organic debris lines or piles
0
0.5
ll0.5
�1;�
1.5
17. Soil -based evidence of high water table?
No = 0
es
C. Biology (Subtotal = 19,
18. Fibrous roots in streambed
92
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
m
2
3
21. Aquatic Mollusks
0
c
2
3
22. Fish
0
0.5
1
23. Crayfish
0
0.5
Q
1.5
24. Amphibians
0
0.5
®
1.5
25. Algae
0
0.5
Q% 1.5
OBL = 1.5 citC
26. Wetland plants in streambed
FACW = 0.75;
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
o
Sketch: .
;C
a

Upper Pigeon House Branch Interceptor Photo Log

Photo 1: View of Pigeon House Branch facing northwest close to off-ramp to Wake Forest Road.

Photo 2: View of Pigeon House Branch facing southwest close to off-ramp to Wake Forest Road.

Photo 3: View of Pigeon House Branch from central part of project just north of the existing sewer
crossing.

Photo 4: View of Pigeon House Branch facing southwest in central part of project. Note existing aerial
sewer crossing.