20201680 Ver 1_ePCN Application_20210401

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYesr No
Change Only 1 needed.
BIMS # Assigned* Version#*
20201680 1
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
South State Street Sewer Improvements
1a. Who is the Primary Contact?*
Todd Toler, Senior Engineer
What amout is owed?*
r $240.00
6 $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail]
Date Submitted
4/1/2021
Nearest Body of Water
UT to Walnut Creek (DEQ: Watson Branch)
Basin
Neuse
Water Classification
C;NSW
Site Coordinates
Latitude:
35.764795
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
11/3/2020
Longitude:
-78.627481
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
[phone]
Version
50.16KB
A. Processing Information
County (or Counties) where the project is located:
Wake

Is this a NCDMS Project
C- Yes f No
Is this project a public transportation project?*
C- Yes f No
la. Type(s) of approval sought from the Corps:
[7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
C- Yes
G No
1b. What type(s) of permit(s) do you wish to seek authorization?
fJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes F No
Nationwide Permit (NWP) Number: Multiple NWP #'s (specify below)
NWP Numbers (for multiple NWPS):
Not requesting multiple NWPs, but NWP 58 (3/15/21) is not listed.
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. 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:
If. Is this an after -the -fact permit application?*
C- Yes f No
✓ 401 Water Quality Certification - Express
✓ Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
CYes (7 No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C- Yes r No
Acceptance Letter Attachment
lh. Is the project located in any of NC's twenty coastal counties?
CYes (7 No
1j. Is the project located in a designated trout watershed?
C- Yes C' No
B. Applicant Information
Id. Who is applying for the permit?
[7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
6 Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Raleigh Public Utilities Department
2b. Deed book and page no.:
Multiple parcels within City of Raleigh utility easement
2c. Responsible party:
2d. Address
(' Yes C- No
(' Yes C- No

Street Address
3304 Lake Woodard Drive
Address Line 2
aty State / Province / Region
Raleigh NC
Postal / Zip (.ode Country
27604 United States
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Matt Harrell
4b. Business Name:
Carolina Ecosystems, Inc.
4c. Address
Street Address
3040 NC 42 West
Address Line 2
Clayton
Postal / TZp Code
27520
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
CEI Access and Agent Authorization Form_StateStSewer Executed.pdf
State / Rovince / Region
NC
Country
United States
4e. Fax Number:
623.68KB
C. Project Information and Prior Project History
C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Raleigh
2. Project Identification
2a. Property Identification Number:
2c. Project Address
Street Address
South State Street
Address Line 2
aty
Raleigh
Postal / pp Code
27610
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Walnut Creek (DEQ: Watson Branch)
3b. Water Resources Classification of nearest receiving water:*
C;NSW
2b. Property size:
12.75
State / Province / Region
NC
Country
United States
3c. What river basin(s) is your project located in?*

Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011101
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:*
The proposed project is located in the City of Raleigh immediately south of Martin Luther King Jr. Blvd between Garner Rd and South State Street. The immediate vicinity is largely
residential with some businesses and institutions. A greenway and existing sewer corridor are present along the corridor. The greater area is largely urban with some forested riparian
areas throughout.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
✓ Yes C No ( Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
StateStSewer_Fig2_USGSMap.pdf 546.55KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
StateStSewer_Fig4_NRCSMap.pdf 1.72MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.23
4g. List the total estimated linear feet of all existing streams on the property:
160
4h. Explain the purpose of the proposed project:*
The proposed project would be a replacement of an existing sanitary sewer line. Construction would largely occur in or adjacent to existing City of Raleigh utility easements. The project
would replace existing sanitary sewer line to replace aging wastewater infrastructure and better accommodate the demands of the rapidly growing population in the area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project would replace existing 15-inch VCP sanitary sewer line with a 24-inch PVC sewer line. The construction corridor would largely include existing utility easements and new
easement would be acquired as needed. The proposed line would be constructed adjacent to the existing sewer except for areas that would not meet design standards, such as where
the existing line is currently below existing residences. A 30-foot maintenance corridor, centered on the pipe, would be established in areas not currently maintained. Standard
construction equipment will be utilized on this project.
4j. Please upload project drawings for the proposed project.
404750 - South State Street Full Set.pdf 21.73MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
t Yes
Comments:
PJD request submitted 10/29/20
C No C Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
✓ Preliminary r Approved ( Not Verified r Unknown C' N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
Matt Harrell
Carolina Ecosystems, Inc
6a. Is this a phased project?*
✓ 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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):

17 Wetlands
r Open Waters
17 Streams -tributaries
r Pond Construction
m Buffers
2. Wetland Impacts
2a. Site #*(?)
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of
Jurisdicition * (?)
2g. Impact
area*
W1
Construction
T
Headwater Forest
WA
No
Corps
0.180
(acres)
2g. Total Temporary Wetland Impact
0.180
2g. Total Wetland Impact
0.180
2h. Comments:
Impacts are temporary to an existing herbaceous/maintained wetland within the current corridor.
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.000
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Construction
Temporary
Other
UT to Walnut Creek
Intermittent
Both
7
Average (feet)
9
(linear feet)
S2
Utility Crossing
Permanent
Bank Stabilization
UT to Walnut Creek
Perennial
Both
17
Average (feet)
61
(linear feet)
S3
Utility Crossing
Temporary
Bank Stabilization
UT to Walnut Creek
Perennial
Both
20
Average (feet)
30
(linear feet)
Si.
Utility Crossing
Temporary
Bank Stabilization
UT to Walnut Creek
Perennial
Both
28
Average (feet)
60
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
61
3i. Total stream and ditch impacts:
160
3i. Total temporary stream impacts:
99
3j. Comments:
Impact S2 well not result in any permanent loss of stream function. Riprap will be used to stabilize an existing crossing and material placed in the bed
will be below stream elevation.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
fJ Neuse
✓ Catawba
✓ Goose Creek
r Other
✓ Tar -Pamlico
✓ Randleman
r Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
B1 Deemed Allowable
T
UT to Walnut Creek
No
2,564
4,498
B2 Deemed Allowable
T
UT to Walnut Creek
No
0
961
B3 Deemed Allowable
T
UT to Walnut Creek
No
5,448
3,048
B3 Deemed Allowable
P
UT to Walnut Creek
No
0
100
B4 Deemed Allowable
T
UT to Walnut Creek
No
1,989
5,815
B4 Deemed Allowable
P
UT to Walnut Creek
No
0
3,027
B5 Deemed Allowable
T
UT to Walnut Creek
No
1,192
69
B5 Deemed Allowable
P
UT to Walnut Creek
No
0
311
B6 Deemed Allowable
T
UT to Walnut Creek
No
0
1,167
B6 Deemed Allowable
P
UT to Walnut Creek
No
0
650

B7 Deemed Allowable
T
t1T to Walnut Creek
No
1,994
2,023
B7 Deemed Allowable
P
UT to Walnut Creek
No
1,694
862
B8 Deemed Allowable
T
UT to Walnut Creek
No
172
937
B9 Deemed Allowable
T
UT to Walnut Creek
No
228
4,969
B9 Deemed Allowable
P
UT to Walnut Creek
No
6
61
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
13,587.00
Zone 1
1,700.00
Zone 2
23,487.00
Zone 2
5,011.00
Zone 1 Zone 2
15,287.00 28,498.00
All buffer impacts are considered deemed allowable as this is a replacement of existing sewer with less than 30 ft maintenance corridor, and no work
within 10 feet of the stream bank. Buffer impact depictions are available upon request.
Supporting Documentation
StateStSewer_Fig_BufferImpacts. pdf
StateStSewer_ImpactIndexMap.pdf
StateStSewer_Fig_WetlandStreamlmpacts. pdf
538.15KB
730.34KB
224.74KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The majority of the project will be constructed adjacent to the existing utility line within current easements. In areas that deviate from existing
easements, the proposed alignment will utilize other maintained corridors in the area including the Capital Area Greenway. The only significant
deviation from the current maintained corridor is south of Bragg St where the existing line is located under several residences. Stream crossings have
been designed perpendicular to the channel with the exception of an existing tributary where the line will be at a slightly steeper angle, rather than
disturb additional stream bank. Permanent bank stabilization is proposed to protect from future erosion in this area.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Grading and grubbing will not occur within 10 feet of the streambanks along the project. Timber matting and other appropriate methods will be utilized
to cross all jurisdictional features. Please see the attached plans for construction details.
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?
C Yes
R No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
There will be no permanent loss of streams or wetlands as a result of the project.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
6 Yes CNo
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHVVf)
r Wetland Swale (higher SHVVT)
r Other SCM that removes minimum 30% nitrogen
fJ Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan

2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes ( No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
• Yes r No
Comments:
The project is a replacement of existing sewer infrastructure with no net increase in impervious surfaces.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
( Yes rNo
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
✓ Yes ( No
Comments:*
Only City of Raleigh funds will be used for this project and no document is required under current SEPA regulations.
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)?*
✓ Yes (No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes ( No
3b. If you answered "no," provide a short narrative description.
This sewer line serves an urban built -out area with very limited capacity for additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
( Yes rNor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The project is part of the City of Raleigh's wastewater system.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes (No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
( Yes CNo
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes ( No
( No C Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes ( No
5g. Does this project involve bridge maintenance or removal?
✓ Yes ( No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes ( No
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.?
( Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.

404750 - South State Street Full Set.pdf 21 73MB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC: https://ecos.fws.gov/ipac/location/MI4IGKEFQJDKRMYAMQJD3G3KRM/resources
USFWS Endangered Species by County: https://www.fws.gov/raleigh/species/cntylist/wake.html
Consultation Documentation Upload
StateStSewer_IPaC.pdf 4.36MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper: https://www.habitat.noaa.gov/protection/efh/efhmapper/
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?*
C Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCNHP HPOWEB2.0
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8b. If yes, explain how project meets FEMA requirements:
Only the southernmost portion of the proposed project intersects wth the 100 Year FEMA floodplain. No change in existing grades is proposed.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center: https://msc.fema.gov/portal/search#searchresultsanchor
Miscellaneous
Comments
Upon review of the new 3/15/21 NWP 58 and GC 4276, this project appears to comply with all conditions and not require formal notification. One stream crossing is just outside the
definition of perpendicular but is not considered a new crossing as it is on the same alignment as the existing sewer to minimize impacts (Station 26+00, Sheet C-02). All buffer impacts
are deemed allowable.
Miscellaneous attachments not previously requested.
Signature
*
IJ By checking the box and signing below, I certify that:
• 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
• I intend to electronically sign and submit the PCN form.
Full Name:
Matthew Harrell
Signature
�2YL7fe3ty
Date
4/1/2021

CAROLINA
ECOSYSTEMS
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description South State St Sewer Improvments
Parcel Identification
Number(s) (PIN) Existing City of Raleigh easements.
City: Raleigh
State: NC County: Wake Property Size (Acres): 12.75
Property Owner Information
Owner: ® Authorized Agent*: ❑
Name: City of Raleigh Public Utilities Department
Title: Todd Toler, Senior Engineer
Street Address: 3304 Lake Woodard Drive
City: Raleigh
State: NC Zip Code: 27604
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on -site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access.
Owner/Agent (signature) Date 10/20/20

N
°CAROLINA
ECOSYSTEMS
August 2020
Feet
0 250 500
Q Study Area
411110 Wetland
PN.i Intermittent Stream
'`i Perennial Stream
Raleigh East and Raleigh West, NC (2016)
USGS 1:24000 Quadrangle Map
South State Street
Sewer Improvements
Wake County, NC
Figure 2: USGS Map

N
NJCAROLINP
ECOSYSTE,
September 2020
Feet
0 250 500
Study Area
South State Street
Sewer Improvements
Wake County, NC
Figure 4: NRCS Soil Survey
Wake County, NC USGS Soil Survey Map 59

RALEIGH WATER
CITY OF RALEIGH, NORTH CAROLINA
SOUTH STATE STREET
SEWER REPLACEMENT
PUBLIC IMPROVEMENT QUANTITY TABLE
PHASE NUMBER(S)
PHASE 1
Number of Lot(s)
0
Lot Number(s) by Phase
0
Number of Units
0
Livable Buildings
0
Open Space?
0
Number of Open Space Lots
0
Public Water (LF)
0
Public Sewer (LF)
4,122
Public Street (LF) - Full
0
Public Street (LF) - Partial
0
Public Sidewalk (LF)
0
Street Signs (LF)
0
Water Service Stubs
0
Sewer Service Stubs
0
TRAFFIC CONTROL AND PEDESTRIAN PLAN (TCPED) NOTES:
• PRIOR TO ANY WORK THAT IMPACTS THE RIGHT-OF-WAY, CLOSING OR DETOURING OF ANY STREET, LANE,OR
SIDEWALK, THE CONTRACTOR MUST APPLY FOR A PERMIT WITH RIGHT-OF-WAY SERVICES. PLEASE DIRECT ANY
QUESTIONS TO [e-mail].
• THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY PERMIT FOR WORK ON ANY PUBLIC STREET OR
SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
• A PERMIT REQUEST WITH A TCPED PLAN SHALL BE SUBMITTED TO RIGHT-OF-WAY SERVICES THROUGHTHE CITY
OF RALEIGH PERMIT AND DEVELOPMENT PORTAL.
• 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.
• ALL TCPED PLANS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS AND STANDARDS,
INCLUDING BUT NOT LIMITED TO:
O MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD);
O PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG);
O AMERICAN DISABILITY ACT (ADA) REQUIREMENTS;
O RALEIGH STREET DESIGN MANUAL (RSDM).
• 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.
FEBRUARY 2021
•
2.•
%%.•00
Raleigh
BLACK &VEATCH
® Black & Veatch International Corporation
Business License No. F-0794
175 Regency Woods Place, Suite 200
Cary, North Carolina 27518
00111111111111144,
scN.octSS /0.
s Q. SEAL
039150
%4:•••
ISSUED FOR CONSTRUCTION
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.
Electronic Approval: This approval is being issued electronically. This
approval is valid only upon the signature of a City of Raleigh Review
Officer below. The City will retain a copy of the approved plans. Any
work authorized by this approval must proceed in accordance with the
plans kept on file with the City. This electronic approval may not be
edited once issued. Any modifications to this approval once issued will
invalidate this approval.
City of Raleigh
Development Approval:
City of Raleigh Review Officer
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.

O
0
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PROPOSED 24" GRAVITY
SANITARY SEWER
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EXISTING ASPHALT GREENWAY
CARNAGE MIDDLE SCHOOL
PROPOSED 24" GRAVITY
SANITARY SEWER
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300'
HORIZONTAL SCALE 1 "=150'
Sht No.
SHEET TITLE
GENERAL SHEETS
COVER
COVER SHEET
G-01
SHEET INDEX , SHEET LIST AND VICINITY MAP
G-02
GENERAL NOTES
G-03
GENERAL NOTES SEEDING NOTES/TABLES AND PARCEL TABLE
G-04
GENERAL NOTES LEGEND AND ABBREVIATIONS
CIVIL SHEETS
C-01
24" SANITARY SEWER STA 10+00 TO STA 20+00
C-02
24" SANITARY SEWER STA 20+00 TO STA 30+00
C-03
24" SANITARY SEWER STA 30+00 TO STA 41+00
C-04
24" SANITARY SEWER STA 41+00 TO STA 45+80.78
DETAIL SHEETS
D-01
DETAILS
D-02
DETAILS
D-03
DETAILS
D-04
DETAILS
D-05
DETAILS
D-06
DETAILS
D-07
DETAILS - AERIAL SEWER DETAILS
D-08
DETAILS - AERIAL SEWER DETAILS
D-09
DETAILS - EROSION CONTROL GROUND STABILIZATION AND
MATERIALS HANDLING REQUIREMENT
D-10
DETAILS - EROSION CONTROL SELF -INSPECTION,
RECORDKEEPING AND REPORTING REQUIREMENTS
D-11
DETAIL - TRAFFIC CONTROL
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
404750
G-01
SHEET
2 OF 20
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1 GENERAL NOTES:
1. THE PROJECTED 100 YEAR FLOOD ELEVATION IS SHOWN ON THE DRAWINGS.
2. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT
THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE
DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE
APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN
PROFILE OR SECTION DRAWINGS.
3. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION
WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD"
DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.
4. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE EXISTING, TEMPORARY, AND
PROPOSED EASEMENTS AND ANY LAYDOWN AND STAGING AREAS DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL
STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. CALL BEFORE YOU DIG. CONTRACTOR SHALL DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND
STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING
ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL,
DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF
REQUIRED AFTER FIELD LOCATION AND VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
DETERMINE ANY NECESSARY MODIFICATIONS TO THE DESIGN OF NEW WORK.
6. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE
THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR
RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNERS AND SURVEYING CONTROL
MARKERS AND MONUMENTS. MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A
PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.
8. THE LOCATION OF BORINGS AND TEST HOLES INDICATED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL
REFER TO THE GEOTECHNICAL REPORT INCLUDED AS AN APPENDIX IN THE PROJECT SPECIFICATIONS FOR ACTUAL BORINGS
AND TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.
9. THE LIMITS OF DISTURBANCE ARE THE ROAD RIGHTS -OF -WAY AND EASEMENTS (EXISTING, PROPOSED AND TEMPORARY).
THE CONTRACTOR SHALL NOTIFY THE NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT
RIGHTS -OF -WAY. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY -DOWN OR STAGING AREAS IN
ADDITION TO ANY SHOWN ON THE DRAWINGS, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE
LANDS AND EROSION CONTROL PERMIT.
10. CLEARING LIMITS AT A MINIMUM ARE TO THE PERMANENT EASEMENT LIMITS. TEMPORARY CONSTRUCTION EASEMENT IS TO
BE CLEARED ON AN AS NEEDED BASIS.
11. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN
ELEVATIONS DEPICTED ON THE DRAWINGS.
12. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE, UNLESS NOTED
OTHERWISE IN THE DRAWINGS. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. INSTALL AND NOTIFY ENGINEER TO INSPECT TREE PROTECTION FENCING BEFORE ANY LAND DISTURBING ACTIVITIES.
3. CLEAR SITE ONLY AS NECESSARY TO INST ALL EROSION CONTROL DEVICES AND TREE PROTECTION FENCING AS INDICATED ON THE PLANS AND IN THE
SPECIFICATIONS.
4. UPON CITY AND ENGINEERS APPROVAL OF TREE PROTECTION FENCING, INSTALL TEMPORARY EROSION CONTROL DEVICES AS INDICATED ON THE PLANS AND
IN THE SPECIFICATIONS.
5. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (919-791-4200) FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
6. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. CLEAR ONLY AS NECESSARY THROUGH WETLANDS/BUFFERS FOR
INSTALLATION OF UTILITY.
7. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS. INSPECT DEVICES AFTER EVERY RAINFALL EVENT
AND CLEAN OUT ALL DEVICES WHEN HALF FULL.
8. SEE SHEET D-10 FOR SELF -MONITORING AND SELF -INSPECTION NOTES.
9. WHERE INSTALLATION OF UTILITY REQUIRES THE REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE DEVICE IMMEDIATELY UPON COMPLETION OR DAILY,
WHICHEVER OCCURS FIRST.
10. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE PLANS, CALLED FOR IN THE SPECIFICATIONS OR
AS NEEDED OR DIRECTED BY THE ENGINEER.
11. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ACHIEVED WITHIN 14 WORKING DAYS OR 90 CALENDARS DAYS, WHICHEVER IS SHORTER,
FOLLOWING THE COMPLETION OF CONSTRUCTION.
12. PROVIDE TEMPORARY BANK STABILIZATION (TARPS) UPON CROSSING OF ANY STREAMS AND DISTURBANCE TO ANY STREAM BANKS AT THE END OF EACH
WORK DAY. UPON COMPLETION OF SEWER INSTALLATION AT EACH STREAM CROSSING, PROVIDE REQUIRED PERMANENT BANK STABILIZATION OF EACH
STREAM CROSSING AND STREAM BANK DISTURBANCE ON THE SAME DAY THE SEWER INSTALLATION IS COMPLETE.
13. FOR WETLANDS, STABILIZE WITH APPROPRIATE WETLAND SEED MIX AS SPECIFIED IN THE USACE NATIONWIDE 12 PERMIT OR IN THE SPECIFICATIONS.
14. AFTER SITE IS STABILIZED, REQUEST INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL
DEVICES, INCLUDING TREE PROTECTION FENCING, DRESS OUT AREA AND SEED AND MULCH.
15. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES
OCCUR.
16. 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 VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS, AS SHOWN ON THE PLANS.
13. THE CONTRACTOR'S CONSTRUCTION OPERATIONS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL AGENCY SAFETY AND 2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF AND TO FOLLOW EXISTING CONTOURS.
HEALTH RULES AND REGULATIONS FOR EXCAVATION AND TRENCHING, CONFINED SPACE ENTRY, WORK IN HAZARDOUS
LOCATIONS, WORK AT HEIGHTS, AIR QUALITY CONTROL, NOISE CONTROL, TRAFFIC CONTROL, AND ANY OTHER POTENTIALLY 3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING EXISTING DITCHES, STORM DRAINS AND WATER
HAZARDOUS CONDITIONS. BODIES.
14. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING,
RETAINING WALLS, ETC., CROSSED BY PIPELINES ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY
EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BY CONSTRUCTION.
15. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL NEW PIPELINES WITH NEW PIPE
CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE
THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY
TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE
REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.
16. HORIZONTAL STATIONING ALONG PIPELINE ALIGNMENTS IS A HORIZONTAL MEASUREMENT.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY OR PERMANENT SUPPORT AND RELOCATION OF EXISTING
OVERHEAD UTILITIES (INCLUDING BUT NOT LIMITED TO, POLES, GUY WIRES, AND WIRES) THAT ARE SHOWN OR NOT SHOWN
ON THE DRAWINGS AS PART OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE
RESPECTIVE UTILITY COMPANIES REGARDING SUPPORT OR RELOCATION OF UTILITIES. ALL COST ASSOCIATED WITH THE
AFOREMENTIONED ACTIVITIES SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. ALL CONSTRUCTION SHALL ADHERE TO THE CITY OF RALEIGH STANDARD SPECIFICATIONS FOR SANITARY SEWER
CONSTRUCTION AND AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. IN THE EVENT OF A CONFLICT WITH THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL.
19. CONTRACTOR SHALL USE CAUTION IN OPERATING EQUIPMENT OVER EXISTING SEWERS. ANY DAMAGE TO SEWER SHALL BE
REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER. CONTRACTOR IS ENCOURAGED TO KEEP HEAVY
EQUIPMENT OFF OF EXISTING LINE AREAS OF SHALLOW COVER (LESS THAN 3' DEEP).
20. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO RESTORE ALL DISTURBED AREAS TO ORIGINAL GRADE.
SURVEY NOTES:
1. SURVEY COMPLETED BY STEWART INC. AND DATED AUGUST 4, 2020.
2. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE S. STATE
STREET SANITARY SEWER SYSTEM, AND IS NOT A BOUNDARY SURVEY.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC
SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY
MONUMENTS "PEANUTS" AND "NC4".
"PEANUTS" "NC4"
N 727196.41' N 722814.43'
E 2105659.33' E 2110405.94'
EL 313.12' EL 338.0'
4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.
5. UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE -GROUND VISIBLE EVIDENCE. NO UTILITY DESIGNATION/MARKING
SERVICES WERE PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
UTILITIES BEFORE COMMENCING CONSTRUCTION.
6. THE SUBJECT PROPERTIES IS ZONED "R-10" (PER WAKE COUNTY (MAPS).
7. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE
CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER
3720170300J & 3720171300J DATED 05/02/06. FLOOD HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV.
4. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCHES, STREAMS OR CREEK CROSSINGS SHALL BE GRADED NOT TO EXCEED 2:1 RATIO AND
STABILIZED WITH BANK STABILIZATION. SURFACE WATER RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS.
5. ALL DISTURBED DITCHES AND SWALES SHALL HAVE TEMPORARY LINER PER SPECIFICATION, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION
DRAWINGS.
6. PROVIDE EROSION CONTROL AROUND STOCK/WASTE PILES AND STAGING AREAS AS NEEDED OR AS DIRECTED BY ENGINEER.
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, CHECK DAM OR ARC FILTER, AS
APPROPRIATE FOR SITE CONDITIONS.
8. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP AT END OF THE WORK DAY.
9. WHERE THE AREA AROUND AN OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS
NEEDED OR AS DIRECTED BY THE ENGINEER.
10. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE FERTILIZED, LIMED, SEEDED AND MULCHED WITHIN 14 DAYS OF COMPLETION OF ANY
LAND DISTURBING ACTIVITY.
11. CONSTRUCTION TIME THROUGH WETLANDS/BUFFERS SHALL BE MINIMIZED. CONTRACTOR SHALL BEGIN CONSTRUCTION IN WETLANDS ONLY WHEN DRY
PERIODS OF WEATHER IS FORECASTED.
12. FOR DISTURBED SLOPES OF 3:1 AND GREATER, THE DISTURBED AREA SHALL BE STABILIZED WITHIN 7 DAYS. ALL OTHER AREAS SHALL BE STABILIZED
WITHIN 14 DAYS.
13. EXCESS MATERIAL FROM EXCAVATION ACTIVITIES SHALL BE HAULED OFF SITE AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY
DISPOSE OF.
14. CONTRACTOR TO PROVIDE CONCRETE WASHOUTS AT EACH CONSTRUCTION ENTRANCE, AT A MINIMUM OF 50 LF FROM ANY SURFACE WATERS OR STORM
DRAINAGE INLETS.
STREAM CROSSING SEQUENCE/NOTES:
1. TEMPORARY STREAM CROSSING SHALL BE MADE AS DETAILED UNLESS ALTERNATE STREAM CROSSING METHODS AND PROCEDURES ARE APPROVED BY
THE ENGINEER/OWNER PRIOR TO PERFORMING ANY WORK.
2. THE CONTRACTOR SHALL INSTALL/MAINTAIN SILT FENCE AND OTHER EROSION CONTROL DEVICES PARALLEL WITH THE STREAM CROSSINGS UNTIL THE
PROPOSED WORK ACROSS THE STREAM IS PERFORMED.
3. INSTALL THE STREAM PUMP AROUND AS DETAILED ON DETAIL A SHEET D-04.
4. INSTALL TEMPORARY STREAM CROSSING PER DETAIL C ON DETAIL SHEET D-05.
5. INSTALL PIPE ACROSS STREAM.
6. ONCE CONSTRUCTION AND CONSTRUCTION ACCESS ACROSS STREAM IS COMPLETE SETUP STREAM PUMP AROUND AND REMOVE TEMPORARY STREAM
CROSSING.
7. STABILIZE STREAM BANKS AND SHOWN AND SPECIFIED.
BYPASS PUMPING NOTES:
1. CONTRACTOR TO SUBMIT BYPASS PUMPING PLAN IN ACCORDANCE WITH SPECIFICATIONS PRIOR TO BEGINNING
ANY BYPASS PUMPING OPERATIONS.
2. ALL BYPASS PUMPS SHALL HAVE SOUND ATTENUATING EQUIPMENT TO REDUCE NOISE DISTURBANCE.
3. DEMONSTRATE OPERATION OF BYPASS PUMP SYSTEM PRIOR TO DISRUPTION OF ANY EXISTING SEWER
SERVICE.
A. BYPASS PUMP MINIMUM CAPACITY REQUIREMENTS ARE LISTED IN THE SPECIFICATIONS.
TREE PROTECTION NOTES:
1. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL CLEARING/CONSTRUCTION LIMITS OUTSIDE OF R/W
WHERE SILT FENCE IS NOT CALLED FOR.
2. TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ACTIVITY, INCLUDING
THE CLEARING FOR EROSION CONTROL MEASURES. THE INSTALLATION OF TREE PROTECTION FENCING SHALL
BE THE FIRST CONSTRUCTION ACTIVITY THAT OCCURS IN THE FIELD.
3. TREE PROTECTION FENCING SHALL BE MAINTAINED ON SITE UNTIL ALL WORK IS COMPLETED.
GREENWAY NOTES:
1. CONTRACTOR SHALL REPLACE GREENWAY WITHIN SEWER EASEMENT, PAID AS DEFINED
UNDER UNIT PRICE. GREENWAY REPAIRS REQUIRED OUTSIDE OF SEWER EASEMENT DUE TO
DAMAGE BY CONTRACTOR TO BE REPAIRED AT NO ADDITIONAL COST TO OWNER.
2. REPLACE GREENWAY PER THE TYPICAL ASPHALT GREENWAY SECTION DETAIL D ON SHEET
D-02.
PIPE ABANDONMENT NOTES:
1. ALL EXISTING PIPE SHOWN TO ABANDONED IN PLACE SHALL BE BULKHEADED AT EACH END AND LEFT IN
PLACE UNLESS OTHERWISE NOTED ON THE DRAWINGS.
2. ABANDONMENT OF EXISTING MANHOLES:
A. MANHOLES WITHIN EASEMENT SHALL BE BULKHEADED FROM THE INSIDE AND THE MANHOLE TOP REMOVED
TO A MINIMUM OF 3' BELOW GRADE AND FILL MANHOLE WITH SAND TO THE EXISTING GROUND SURFACE.
B. MANHOLES WITHIN ROAD ROW SHALL BE BULKHEADED FROM THE INSIDE AND THE MANHOLE TOP REMOVED
TO A MINIMUM OF 3' BELOW GRADE AND FILL MANHOLE WITH FLOWABLE FILL TO THE ROAD SUBGRADE. THE
PAVEMENT AND SUBGRADE SHALL BE REPAIRED AS SHOWN ON THE DRAWINGS AND AS SPECIFIED.
3. CONTRACTOR SHALL CONFIRM ACTIVE SEWER SERVICE FLOW HAS BEEN TRANSFERRED TO THE
REPLACEMENT SEWER MAIN PRIOR TO ABANDONING ANY OF THE EXISTING SANITARY SEWER.
SEWER LATERAL NOTES:
1. CONTRACTOR SHALL LOCATE AND REPLACE ALL
ACTIVE SEWER LATERALS CONNECTED TO
SANITARY SEWERS SHOWN TO BE REPLACED IN
THE DRAWINGS.
2. IT SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO IDENTIFY EACH ACTIVE
SERVICE CONNECTION PRIOR TO REPLACEMENT
OF MAIN SEWER.
3. REPLACEMENT OF SERVICE LATERALS SHALL BE
FROM THE MAIN SEWER OR MANHOLE TO THE
PROPERTY LINE OR EXISTING OR PROPOSED
EASEMENT LINE. IF A CLEANOUT EXISTS AT THE
PROPERTY LINE OR EASEMENT LINE, THE
SERVICE LATERAL SHALL BE REPLACED TO THE
EXISTING CLEANOUT AND EXISTING CLEANOUT
REPLACED. IF A CLEANOUT DOES NOT EXIST,
THE CONTRACTOR SHALL INSTALL A CLEANOUT
AT THE PROPERTY LINE OR EASEMENT LINE AT
A LOCATION DESIGNATED BY THE
ENGINEER/OWNER AND TERMINATE THE
REPLACEMENT PIPE AT THIS NEW CLEANOUT.
4. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING FLOW IN EXISTING ACTIVE SEWER
LATERALS AT ALL TIMES.
5. PAYMENT FOR SEWER LATERAL REPLACEMENT
SHALL BE AS SPECIFIED IN THE UNIT PRICES
SECTION.
6. CONTRACTOR SHALL ABANDON ALL INACTIVE
SEWER SERVICES SERVICE BY CUTTING AND
CAPPING THE END OF THE SERVICE WITH A
CONCRETE CAP. ALL COST ASSOCIATED WITH
ABANDONMENT OF INACTIVE SERVICES SHALL
BE INCIDENTAL TO THE SEWER LATERAL
REPLACEMENT UNIT PRICE ITEM(S).
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
NO.I BY ICHKIAj
REVISIONS AND RECORD OF USE
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GENERAL NOTES
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DESIGNED: WPS
DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
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PERMANENT AND TEMPORARY/WETLAND SEEDING SCHEDULE:
Temporary/Wetland Seeding Recommendations
Season
Seeding Mixtures
Soil Amendments
Mulch
Maintenance
-
Species
Rate(lb/acre)
Piedmont
Summer
German millet
40
May 1 - Aug. 15
Follow recommendations of
soil tests or apply 2,000
lb/acre ground agricultural
limestone and 750 lb/acre 10-
10 10 fertilizer.
Apply 4,000 lb/acre straw.
Anchor straw by tacking with
asphalt, netting, or a mulch
anchoring tool. A disk with
blades set nearly straight can be
used as a mulch anchoring tool.
Refertilize if growth is not fully adequte.
Reseed, refertiIize, and mulch
immediately following erosion or other
damage
Fall
Rye (grain)
120
Aug. 15 - Dec. 30
Permanent Seeding (Slopes from 3:1to 2:1)
Planting Dates
Grass Type
Pounds/Acre
Notes
Sericea Lespedeza &
March 1-June 1
Add Tall Fescue or
50
March 1-April 15
Add Weeping Lovegrass
120
March 1-June 30
or
10
March 1-June 30
Add Hulled Common
25
Bermudagrass
Tall Fescue &
125
Temporary seeding,
June 1- September 1
Browntop Millet &
30
reseed accordinglyto
Sorgum-Sudan Hybrids
35
optimum season for
permanent seeding
Sericea Lespedeza
70
September 1- March 1
(unhulled-unscarified) &
120
November 1- March 1
Tall Fescue &
25
Add Abruzzi Rye
Lime
4,000
Fertilizer
10/10/2010
1,000
Mulch
Straw
4,000
Permanent Seeding (Maximum slope 3:1)
Planting Dates
Grass Type
Pounds/Acre
Notes
August 15 - November 1
Tall Fescue
300
November 1- March 1
Tall Fescue &
Abruzzi Rye
300
25
March 1- April 15
Tall Fescue
300
April 15-June 30
Hulled Common
Bermudagrass
25
July 1- August 15
Tall Fescue &
Browntop Millet &
Sorgum-Sudan Hybrids
125
35
30
Temporary seeding,
reseed accordinglyto
optimum season for
permanent seeding
Lime
4000
Fertilizer
10/10/2010
1000
Mulch
Straw
4000
SEEDING AND MULCHING NOTES:
SEEDING
1. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER -SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO PROVIDE
EVEN DISTRIBUTION OF SEED.
2. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA WITH A
ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS PER FOOT OF WIDTH.
UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
3. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT WHICH CAN
BE MULCHED ON SAME DAY.
4. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 INCHES OF
SOIL DEPTH.
MULCHING
1. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS THAN THE FOLLOWING:
I. SLOPES FROM 0 TO 20 PERCENT BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE RATE OF NOT
LESS THAN 2 TONS PER ACRE.
II. SLOPES GREATER THAN 20 PERCENT MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES AT
FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
III. USE TACK TO PREVENT DISRUPTION OF MULCH.
2. FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE-3 OR CUT -BACK ASPHALT GRADE RC-2 OR
OTHER APPROVED EQUAL. THE APPLICATION RATE SHAILL BE 0.10 GAL/SY (11 GAL / 1000 SQ FT). AN APPROVED JUTE
MESH OR NET MAY BE USED IN LIEU OF TACKING STRAW MULCH.
3. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
WETLAND SEEDING
1. WETLANDS SHALL BE SEEDED WITH TEMPORARY SEEDING (ONLY) PER THE TEMPORARY SEEDING SCHEDULE PER
THIS SHEET. THE WETLANDS WILL BE ALLOWED TO REVEGTATE NATURALLY OVER TIME.
PARCEL TABLE:
PIN
OWNER
DEED BOOK & PAGE
MAP BOOK & PAGE
LOT NUMBER
ADDRESS
1713123116
N/F C AND C INVESTORS, INC.
D.B. 9710, PG. 1710
B.M. 1981, PG. 197
1
1334S. STATE ST.
1713123206
CITY OF RALEIGH
D.B. 17685, PG. 2520
B.M. 1981, PG. 197
2
1332 S. STATE ST.
1713121300
N/F CITY OF RALEIGH
D.B. 13571, PG. 1265
B.M. 1981, PG. 612
3
1005 PETERSON ST.
1713123308
N/F VICTORIA F. WHITE
D.B. 11309, PG. 1589
B.M. 1981, PG. 612
4
1330S. STATE ST.
1713122497
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17092, PG. 877
B.M. 1981, PG. 612
5
1328 S. STATE ST.
1713121597
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17113, PG. 1725
B. M 1982, PG. 1089
6
1320 S. STATE ST.
1713121674
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17113, PG. 1725
B.M. 1982, PG. 1089
7
1316 S. STATE ST.
1713121772
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17284, PG. 1273
B.M. 1982, PG. 1089
8
1312 5. STATE ST.
1713121870
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17207, PG. 1667
B.M. 1982, PG. 1089
9
1308 5. STATE ST.
171312877
THE VILLAS AT STATE STREET OWNERS ASSOC., INC
D.B. 17515, PG. 1843
B.M. 1983, PG. 498
10
1304 S. STATE ST.
1713121965
N/F GTK INVESTMENTS, LLC
D.B. 16058, PG. 2101
B.M. 1983, PG. 498
11
1228 S. STATE ST.
1713131062
N/F GTK INVESTMENTS, LLC
D.B. 16058, PG. 2101
B.M. 1983, PG. 498
12
1300 S. STATE ST.
1713131059
N/F GTK INVESTMENTS, LLC
D.B. 16058, PG. 2101
B.M. 1983, PG. 498
13
1224 S. STATE ST.
1713130369
N/F TRUSTEES FOR THE CHURCH OF GOD OF PROPHECY
D.B. 5520, PG. 542
B.M. 1993, PG. 173
14
1220 5. STATE ST.
1713130634
N/F TRUSTEES FOR THE CHURCH OF GOD OF PROPHECY
D.B. 2428, PG. 276
B.M. 2018, PG. 805
15
1200 S. STATE ST.
1713037637
CAROLYN H. CLEMONS & WAYNE CLEMONS
WILL BOOK 617, PG. 0-E-
B.M. 1945, PG. 106
16
702 BRAGG ST.
1713036688
ANGELA Y. GRIFFIN
D.B. 14489, PG. 2024
B.M. 1945, PG. 105
17
628 BRAGG ST.
1713036647
BROWN BEAR RESERVE LLC
D.B. 16987, PG. 211
B.M. 1945, PG. 105
18
626 BRAGG ST.
1713035697
GREGORYWIMBERLEYTRUSTEE
D.B. 15283, PG. 2109
B.M. 1945, PG. 105
19
624BRAGGST.
1713035646
JARED & HEATHER BURNETTE
D.B. 15620, PG. 683
B.M. 1945, PG. 105
20
622 BRAGG ST.
1713034697
JARED BURNETTE
D.B. 16616, PG. 1601
B.M. 1945, PG. 105
21
620 BRAGG ST.
1713034657
RANBIR S. BAKHSHI & LAURA A. LLAMAS GUSMAN ELIAS 0. MEDINA
D.B. 17712, PG. 2270
B.M. 1945, PG. 64
22
618 BRAGG ST.
1713033696
RUTH CHAVIS
D.B. 1722, PG. 116
B.M. 1945, PG. 64
23
606 BRAGG ST.
1713033645
BROWN BEAR RESERVE LLC
D.B. 16609, PG. 1194
B.M. 1945, PG. 64
24
604 BRAGG ST.
1713033606
BROWN BEAR RESERVE LLC
D.B. 16609, PG. 1194
B.M. 1945, PG. 64
25
602 BRAGG ST.
1713032646
EUGENE & CAROON, LLC
D.B. 16846, PG. 2201
B.M. 1928, PG. 115
26
600 BRAGG ST.
1713031696
SHAWN P. & MONICA 5. FOLEY
D.B. 17412, PG. 1479
B.M. 1928, PG. 115
27
534 BRAGG ST.
1713031645
CITY OF RALEIGH
D.B. 18017, PG. 1038
B.M. 1928, PG. 115
28
532 BRAGG ST.
1713030696
SHERMAN ROBINSON HEIRS
WILL BOOK 8-E-0, PG. 2
B.M. 1928, PG. 115
29
530 BRAGG ST.
1713030658
POTENZA INVESTMENTS, LLC
D.B. 12403, PG. 1702
B.M. 1928, PG. 115
30
528 BRAGG ST.
1713031930
N/F ERIC L. TOWNES & MARILYN LOUISE O'NEIL
D.B. 17809, PG. 777
B.M. 1885, PG. 29
31
565 BRAGG ST.
17131040055
N/F BIBLE WAY TEMPLE, INC.
D.B. 16461, PG. 2561
B.M. 2011, PG. 205
32
1110 HOLMES ST.
1703939940
ROBERT B STANBACK HEIRS
-
-
33
557 BRAGG ST.
1703938970
N/F TRIANGLE GREEN PROPERTIES, LLC
D.B. 15235, PG. 2093
-
34
553 BRAGG ST.
1703937991
ZOLA ET LEACH & CECLIA L POWELL
D.B. 2449, PG. 00-E
35
519 BRAGG ST.
1703948141
N/F CITY OF RALEIGH
D.B. 2523, PG. 300
-
36
545 BRAGG ST.
17103945164
N/F WILLIS GAINES
D.B. 15726, PG. 1488
-
37
1107 GARNER RD.
1703947303
N/F STATE OF NORTH CAROLINA NC INSTITIUTE FOR DEAF DUMB & BLIND
-
-
38
1001 GARNER RD.
1703947600
N/F CITY OF RALEIGH
D.B. 2708, PG. 457
B.M. 1990, PG. 899
39
500MLKJR. BLVD.
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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DESIGNED: WPS
DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
G-03
SHEET
4 OF 20
J

STANDARD UTILITY NOTES (AS APPLICABLE):
ABBREVIATIONS
GENERAL LEGEND
EXISTING
EXISTING
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1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
a. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR
PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF
DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR
50' FROM A PUBLIC WELL
b. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE
ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE
DIAMETER TO OUTSIDE DIAMETER
c. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH
SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
d. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
e. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)
f. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM
COVER IS REQUIRED ON ALL REUSE MAINS
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE
FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE
7. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE
THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
8. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
&/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR
TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS
SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING
PERMIT. CONTACT TIM BEASLEY AT [phone] OR [e-mail] FOR MORE
INFORMATION
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR [e-mail] FOR
MORE INFORMATION
AH
Al
ALT
ALUM
APPROX
ASPH
AVE
BF
BFV
BH
BLDG
BLK
BM
BOL
BOT
BOV
BV
BO
CATV
CB
CBMH
C TO C
CI
CIP
CIMH
CISP
CJ
C/L
CMP
CONC
CONT
CP
CPP
CSJ
CTR(S)
CTRD
CU FT
CU YD
CV
DEG
DEFL
DI
DIA
DIM
DIP
DN
DR
DWL(S)
E
EA
ECC
ECC RED
EF
EJ
EIP
EIR
EL,ELEV
E/L
ELEC
EMH
EOL
E/P
EQ
EQUIP
EW
EXP JT
EXIST, EX
EXT
FCA
FH
FLG
FOC
FT
GA
GR
GV
HB
HH
HMC
HMJ
HORIZ
HWY
ID
IE
IN
INV
IPF
ACCESS HATCH, AHEAD
AREA INLET
ALTERNATIVE(LY)
ALUMINUM
APPROXIMATE(LY)
ASPHALT
AVENUE
BLIND FLANGE
BUTTERFLY VALVE
BOREHOLE
BUILDING
BLOCK(ING)
BENCHMARK
BEGINNING OF LINE
BOTTOM
BLOW OFF VALVE
BALL VALVE
BLOW OFF
CABLE TV
CATCH BASIN
CATCH BASIN MANHOLE
CENTER TO CENTER
CAST IRON
CAST IRON PIPE
CAST IRON MANHOLE
CAST IRON SOIL PIPE
CONTROL JOINT
CENTER LINE
CORRUGATED METAL PIPE
CONCRETE
CONTINUE(ED), (OUS), (ATION)
CONTROL POINT, CATHODIC PROTECTION
CORRUGATED PLASTIC PIPE
CONSTRUCTION JOINT
CENTER(S)
CENTERED
CUBIC FEET
CUBIC YARD
CHECK VALVE
DEGREE
DEFLECTION
DROP INLET
DIAMETER
DIMENSION
DUCTILE IRON PIPE
DOWN
DRAIN
DOWEL(S)
EAST, ELECTRIC
EACH
ECCENTRIC
ECCENTRIC REDUCER
EACH FACE
EXPANSION JOINT
EXISTING IRON PIPE
EXISTING IRON ROD
ELEVATION
EASEMENT LINE
ELECTRIC(AL)
ELECTRICAL MANHOLE
END OF LINE
EDGE OF PAVEMENT
EQUAL
EQUIPMENT
EACH WAY
EXPANSION JOINT
EXISTING
EXTERIOR
FLANGED COUPLING ADAPTOR
FIRE HYDRANT
FLANGE
FIBER OPTIC CABLE
FOOT
GAS
GAUGE
GRADE
GATE VALVE, GAS VALVE
HORIZONTAL BEND
HANDHOLE
HARNESSED MECHANICAL COUPLING
HARNESSED MECHANICAL JOINT
HORIZONTAL
HIGHWAY
INSIDE DIAMETER
INVERT ELEVATION
INCHES
INVERT
IRON PIN FOUND
JB JUNCTION BOX
JT(S) JOINT(S)
K
L
LA
LB
LB(S)
LF
LP
LOD
LT
MAX
MB
MC
MED
MFR
MH
MIN
KIPS
LEFT
LINE AHEAD
LINE BACK
POUND(S)
LINEAR FEET
LIGHT POLE, LOW POINT
LIMITS OF DISTURBANCE
LINE, LEFT
MAXIMUM
METAL BOX, MAIL BOX
MECHANICAL COUPLING
MEDIAN
MANUFACTURER
MANHOLE
MINIMUM
MISC
MJ
MM
N
N/A
NC
N/F
NO
NOM
NON-RJ
NTS
OC
OD
OHE
OPNG
OS
OU
PCCP
PE
P/E
PH
PI
PL
POT
PP
PRV
PS
PSF
PSI
PT
PVC
PVMT
PVT
RCP
RD
RED
REG
REINF
REQD
RJ
RR
RT
R/W
S
SCGS
SCHED
SD
SF
SH
S/L, SL
SQ
SS
SSMH
ST
STA
STD
STL
SW
SY
T,TELE
T&B
TBM
TEMP
T/E
TOB
TOG
TRANS
TS&V
TYP
MISCELLANEOUS
MECHANICAL JOINT
MILE MARKER
NORTH
NOT APPLICABLE
NORMALLY CLOSED
NOW OR FORMERLY
NUMBER, NORMALLY OPEN
NOMINAL
NON -RESTRAINED JOINT
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OVERHEAD ELECTRIC
OPENING
OFFSET
OVERHEAD UTILITY
PRESTRESSED CONCRETE CYLINDER PIPE
PLAIN END
PERMANENT EASEMENT
PIPE HANGER
POINT OF INTERSECTION
PIPELINE, PLATE
POINT ON TANGENT
POWER POLE
PRESSURE REDUCING VALVE
PIPE SUPPORT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT, POINT OF TANGENCY
POLYVINYL CHLORIDE
PAVEMENT
POINT OF VERTICAL TANGENCY
REINFORCED CONCRETE PIPE
ROAD
REDUCE(R), (ING)
REGULATING
REINFORCEMENT
REQUIRED
RESTRAINED JOINT
RAILROAD
RIGHT
RIGHT OF WAY
SOUTH
STATE COORDINATE GRID SYSTEM
SCHEDULE
STORM DRAIN
SQUARE FEET, SILT FENCE
SHEET
SURVEY LINE
SQUARE
SANITARY SEWER, STAINLESS STEEL
SANITARY SEWER MANHOLE
STREET
STATION
STANDARD
STEEL
SIDEWALK
SQUARE YARD
TELEPHONE
TOP AND BOTTOM
TEMPORARY BENCH MARK
TEMPORARY
TEMPORARY/CONSTRUCTION EASEMENT
TOP OF BANK
TOP OF GRADE
TRANSITION
TAPPING SLEEVE AND VALVE
TYPICAL
UE UNDERGROUND ELECTRIC
UGG UNDERGROUND NATURAL GAS
UNK,UNKN UNKNOWN
UT UNDERGROUND TELEPHONE
V
VCP
VERT
W
W/
WL
WM
WV
X
VALVE, VENT
VITRIFIED CLAY PIPE
VERTICAL
EXISTING WATER LINE, WEST, WIRE
WITH
WATERLINE
WATER METER
WATER VALVE
BY, TIMES
AND
AT
DEFLECTION ANGLE
NUMBER
PERCENT
A
o EIR
❑ ECM
0
■
SURVEY CONTROL POINT
SURVEY BENCHMARK
EXISTING IRON ROD
EXISTING CONCRETE MONUMENT
SET IRON ROD
SET CONCRETE MONUMENT
QQ STORM DRAIN MANHOLE
STORM DRAIN INLET
STORM DRAIN INLET
STORM DRAIN CURB INLET
V
O SANITARY SEWER MANHOLE
SSWP
0
HYDRANT
WV [X]WATER VALVE
o M WATER METER
STORM DRAIN FLARED END SECTION
0 SANITARY SEWER CLEANOUT
SANITARY FORCEMAIN VALVE
SANITARY SEWER WITNESS POST
WATER MANHOLE
WATER VAULT
BFP
• IV POST INDICATOR VALVE
0© WELL
GV
GAS VALVE
GM
❑ GAS METER
QGWP GASLINE WITNESS POST
TELEPHONE MANHOLE
FIBER OPTIC BOX
oHH ELECTRIC HAND HOLE
O
EM
0
❑T
Ee
PWP
0
0
BACKFLOW PREVENTER
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC TRANSFORMER
ELECTRIC BOX
ELECTRIC WITNESS POST
UTILITY POLE
xx LIGHT POLE
JUNCTION BOX
MANHOLE
111 TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POST
• BOLLARD
SIGN
0 B MAILBOX
0 DECIDUOUS TREE
EVERGREEN TREE
PROPERTY LINE SURVEYED
— R/W — — RIGHT-OF-WAY LINES PER GIS
EASEMENT LINE
GREENWAY EASEMENT LINE
SANITARY SEWER LINE
OVERHEAD UTILITY LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND GAS LINE
UNDERGROUND WATER LINE
EO EC UNDERGROUND FIBER OPTIC LINE
TREELINE
SHRUB / HEDGE LINE
- MINOR CONTOUR
MAJOR CONTOUR
—x x x FENCELINE
/ /SS / / ABANDONED SEWER
SS
OHU
E
G
w
Z1
Z2
• • • •
• • •
•
B3 TH5
SS
LOD
PUE
X X
NOTES:
100 YEAR FLOODPLAIN
NEUSE RIPARIAN BUFFER ZONE 1
NEUSE RIPARIAN BUFFER ZONE 2
ASPHALT CONCRETE PAVEMENT
CONCRETE
NON -FORESTED WETLANDS
FORESTED WETLANDS
PROPOSED
SANITARY SEWER MANHOLE
BORE HOLE OR TEST HOLE AND NUMBER
PROPOSED SANITARY SEWER INTERCEPTOR
SILT FENCE OUTLET
LIMITS OF DISTURBANCE
PERMANENT UTILITY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY TREE PROTECTION FENCE
TEMPORARY SILT/TREE PROTECTION FENCE
FENCE
RIPRAP
CONCRETE WASHOUT STRUCTURE
1. THIS IS A GENERAL LEGEND AND ABBREVIATIONS SHEET. SOME
SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS
SPECIFIC PROJECT.
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
O
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REVISIONS AND RECORD OF USE
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Black & Veatch International
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DESIGNED: WPS
DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
G-04
SHEET
5 OF 20
J

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SEE NOTE 1
PIPE CAP
EX SSMH 120824
STA 10+00.00
N 732177.11
E 2111201.11
PERMITS/RECORD
BOX (SEE NOTE 3)
245
240
235
230
225
220
215
210
9+00
EXISTING SEWER
EASEMENT
SSMH 107628
RIM=229.84'
IN(NW)=210.64'
o EIR
0
EDGE OF VEGETATION
EXIST ASPHALT
GREENWAY
ABANDON EXIST
SEWER MAIN
(SEE NOTE 2)
SSMH 118921
RIM=234.61'
IN(N)=216.81'
-)UT(SE)=216.71'
ABANDON
EXIST SSMH
----------- ---,k._o
SSMH 120824
RIM=234.54'
IN(NW)=210.65'
IN(W)=210.65'
OUT(SE)=210.65'
CONSTRUCTION
,_ENTRANCE
z�
S. STATE ST.
(60' PUBLIC R/W)
FE
229 -
00
100 YEAR
FLOOD PLAIN
CREEK
Z1
h
Z2
SS 1Af67689
RIM=228:79
1NtNE)=218.19'
SEWER CLEANOUT OUT(S) '1.4.09'
•
•
PIPE CA
(TYP)
NEW 24" SDR26 PVC
TO REPLACE EX 15"
VCP
M H-1
STA 13+46.71
N: 732501.68
E: 2111079.19
TEMPORARY CONSTRUCTION EASEMENT
TREE
PROTECTION
FENCE
CONCRETE WASHOUT
(SEE SHEET D-08)
INV
�3-12
45.29'
HpPE
k
STA 14+
N:
E:
111153
WOODED
AREA
CENTERLINE OF GARNER
BRANCH IS PROPERTY LINE
VARIABLE WIDTH EXIST
GREENWAY EASEMENT
SILT/TREE
U-U4 .
INV=225.94'
TEMPORARY (3-12"HDPE)
r' 2 CONSTRUCTION
_4400 ill
EASEMENT Z1
Plismak-
-Q glar114et
NCE �
2"HDP
CONNECT EXIST 6" SEWER
SERVICES TO PROPOSED MH
(SEE NOTE 5)
H 149503
=228.10'
N)=221.10'
(E)=222.70'
(SE)=222.75'
UT(SW)=220.9:'
CONNECT EXIST
6" SEWER
SERVICES TO
PROPOSED MH
(SEE NOTE 5)
IN(N)=
IN(NE)
IN(SE
OUT(
22.63'
224.33'
224.33'
)=222.58'
EXISTING 20' SEWER
EASEMENT
(B.M. 1983, PG. 498)
CONNECT
EXIST 6" SEWER
SERVICES TO
PROPOSED MH
(SEE NOTE 5)
TOP OF CREEK
BANK
PERMANENT
UTILITY
EASEMENT
--ASPHALT PATH
�OULD'ER
PU
TIMBER-_==
0" DIA
STA 1
N: 732
E: 211
85.66
19.76
161.38
SS
RIM
IN(
IN(E) 22
IN(E) 225.78'
OUT I S)=223.88'
ABANDON EXIST
SEWER MAIN
(SEE NOTE 2)
WOODED
• '\REA
SEE NOTE 17
SHEET G-02
SSMH 141624
RIM=231.93'
IN(N)=225.18'
OUT(S)=225.13'
MH5 60"DA
STA 19+31.46
N 733064.90
E 2111147.58
ABANDON
EXIST SSMH
S'
RI
IN(N)
IN(E)
IN(E)
UT
CONNECT
EXIST 6"
SEWER
SERVICES TO
PROPOSED MH
(SEE NOTE 5)
Z1
EX -LIGHT
POLE (TYP.)
MH 127516
=231.97'
225.52'
228.37'
228.37'
S)=225
7'
TA 10+00.00
IM 234.54
J)INVIN210.65(4',
) INV IN 214.15 (24
'E) INV OIJT 210.65
EX SSMH 12082z
n
n
TA 17+85.66
M 229.32
INV IN 218.77 24")
INV IN 220.57 (6") (PF
INV IN 220.57 (6") (PF
;I) INV IN 219.19 (6")(PROP;
INV OUT 2117.1'9 (4")
TA 114+99.3R
;TA 19+31.46
;IM 231.97
`)INV19.45(2Z
:) INV IN 221.25 (6"
:) INV IN 221.25 (6"
STA 16+42.95
RIM 228.96
IN) MI/ IN 2118.10
SE) INV IN 219.90 (6")(PF
STA 13+46.71
RIM 228.86
NE5 IIJV IN 216'72 1(24
f�
II
II
EXISTING
GRADE
"r--"-
EX
15" VCP
SS
i
�---
_��'�
`
REMOVE/DISPOSE
--......
��,-----
\EXTTU
l
I
II
li
SEWER,
TYP
I
I•
l
l
_
-
I
1
1 L
_ _ - -
1 -
___
II
11
-
1
III7ii--_
1
--____-
II ,____
___,
-------------
eg-
1
LJ
___
J
L_
I
1
L
_
CONNECT PROPOSED
_
24" SEWER TO
----I'145804
1-5-3.07
7
-
LF 24" C900 PVC @ 0.33°0
-
°
PVC @ 0.33 /o
--
----
(SEE
NOTE 4)
--�
-----
143.18 LF 24" SDR26
0.68%
-
-
245.25 LF 24"
C900
PVC @ 0.33%
LF 24" SDR26 PVC @
EXISTING
42' DIPii
-
--"346.71
L-
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
245
240
235
230
225
220
215
210
20+00
5'
3'
0
5'
r
10'
50'
25'
VERTICAL SCALE 1"=5'
0
50'
r
100'
HORIZONTAL SCALE 1 "=50'
GENERAL NOTES:
1. EXISTING SANITARY SEWER MANHOLE SSMH
153229 IS LOCATED 391.40 LF SOUTH WEST
WITH AN INVERT OUT ELEVATION = 210.67
2. CUT, BULKHEAD, AND ABANDON EXISTING 15"
VCP PIPE AS SHOWN.
3. CONTRACTOR SHALL INSTALL A
WEATHERPROOF PERMIT ON A GROUND
CONTACT PRESSURE TREATED 4"X4" POST.
CONTRACTOR SHALL MAINTAIN THE
APPROVED EROSION CONTROL
PERMIT/PLACARD AND ALL REQUIRED
MONITORING FORMS ON -SITE THROUGHOUT
DURATION OF CONSTRUCTION.
4. CORE DRILL EXISTING SANITARY SEWER
MANHOLE, INSTALL FLEXIBLE BOOT
CONNECTION, CONNECT TO EXISTING
MANHOLE, AND REFORM BENCH.
5. CONTRACTOR SHALL SET A TYPICAL SEWER
CLEANOUT PER DETAIL E, SHEET D-3 JUST
INSIDE THE PROPOSED PERMANENT UTILITY
EASEMENT. CONTRACTOR SHALL CONNECT
TO PROPOSED MANHOLE AT PROPOSED 6"
INVERT ELEVATION SHOWN ON THE
DRAWINGS.
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
0
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REVISIONS AND RECORD OF USE
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DESIGNED: WPS
DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
C-01
SHEET
6 OF 20
H 104335
229.28'
=223.93'

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250
245
240
235
230
225
220
215
20+00
,WOODED
,' AREA
TREE
PROTECTION
FENCE
4
EXISTING 20'
SEWER EASEMENT
(B.M. 1983, PG. 498)
SSMH 127516
RIM=234.99'
IN(N)=227.09'
OUT(S)=227.04'
MH 6 60" DIA
STA 21+76.71
N 733297.88
E 2111070.98
STORM STRCT
RIM=236.78'
IN=232.98'
OUT=323.93'
TEMPORARY
STREAM
CROSSING
INSTALL 35 SQYD
NCDOT CLASS B
RIPRAP (SEE NOTE 7)
,
••
IN
(1,2
INv
12"RC P
=231.77' 4
DPE)
32 69%
SILT/TREE
PROTECTION
FENCE
CENTERLINE OF
GARNER
BRANCH IS
PROPERTY LINE
NEW 24" SDR26 PVC TO
REPLACE EX 15" VCP
TO CREEK OF BANK
EDGE OF
VEGETATION
WOODED•
\
AREA ,
3.1.69'
•
`.; `\�` �• -�`i�
EXISTING 20'
SEWER
EASEMENT
(B.M. 2003, PG.
2075)
PERMANENT UTILITY EASEMENT
SSMH
RIM=2
IN(W)=2
IN(E)=229.'
OUT(S)=229.0
EXISTING 20' SEWER
EASEMENT
(B.M. 2003, PG. 2075)
T� +70.71
: 733577.16
E: 2110979.09
15812
.26'
2. 16'
SILT FENCE
OUTLET
SEE NOTE 17
SHEET G-02
VARIABLE WIDTH EXIST
GREENWAY EASEMENT
TEMPORARY
STREAM
CRO 'G
EX GRAVITY
1 SEWER AERIAL
\ PIPE CROSSING ------
\
APPROXIMATE LOCATION OF
EXISTING GREENWAY BRIDGE
(SEE NOTE 3)
SSMH 142607
RIM=237.70'
')UT(N)=231.88'
MH-9 60" DIA
STA 26+96.61
N: 733583.45
E: 2110753.29
SEE NOTE 17
SHEET G-02
EXISTING 20' SEWEr
EASEMENT
-- _ (D.B. 4219, PG. 118)
Illllll llllll11 1111071� i 1 l I1�1 1 jI 11II lIe
SEE NOTE 4
CONNECT EX 8"
SEWER TO PROP MH
RIPRAP AN
STREAM :ANK
RESTORATION'
RIM= :7.29'
OUT(SW) 31.49'
0
i
S '1`1'
RI 235.04'
(W)=229 9' /
OUT(E)= 28.94'
ASPHALT
PARKING
SEE NOTE 1
. IVIr1 104312
RIM=234.57'
IN(W)=229.82'
IN(NE)=230.27'
OUT(E)=229.77'
EXISTING 30' SEWER
/ EASEMENT
(B.M. 2018, PG. 805)
APPROXIMATE EXISTING
20' GREENWAY ACCESS
EASEMENT
(D.B.13461,
EXIST 8" DIP
SEWER W/AERIAL
CROSSING
PIPE CAP
N SSMH 159387
RIM=236.06'
, IN(W)=230:06'
�, , IN(S)=231.16'
<•A nI IT/F1=99Q OR'
/
, /
,
I ,
NAM ..,' r
SEE NOTE 2
CONNECT
EXIST 8"
SEWER TO
PROPOSED
MANHOLE
(SEE NOTE 5)
O,
\
SSMH 149650
RIM=237.03'
IN(NW)=232.15'
OUT(E)=231.88'
CENTERLINE OF
GARNER
BRANCH IS
PROPERTY LINE —\
ABANDON
EXIST SSMH
CREEK
MH 10 60" DIA
CO
EXIS
SEWE
PROPO
MANHOL
(SEE NO
ECT
8"
TO
ED
\
\
.4111
,l
..._..mayarramittow.
AIPINvap-
VARIABLE WIDTH EXIST
GREENWAY EASEMENT
-STA 26+96.61
RIM 237.09
(V/) INV IN 228.49(24
JO\ IkI / IAI 001 4G /On\
STA 28+56.12
RIM 239.02
(Wy INN/ IN 229.'
(E) INV OUT 22
111
N
V1H 7 (60'j DIA) DROP
STA 24+70.71
AIM 235.66
W) INV IN 221.63 (24")
E) INV IN 229.51 (8")
S) INV OUT 221'.43 (2�
26+39.69
234.53 ,
INV IN 228.10 (24",
INV IN 230.27 (8")
'I'
N
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O
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CO 0
71-
N
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LLB - -0
N Z-Z
0
N
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N
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'
i�
N
N IA _1EXISTING
GRADE
— —
'
II
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tf
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I
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'1
_
ter——
—
_r
—
/
/
EX 15"
VCP SS
\
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_
—
— —
—
—
REMOVE/DISPOSE
INSITU SEWER TYP
EXIST
I
---\
LF 24" SDR26
PVC
@ 0.23%_
159.51
LF
„ °
24 SDR26 PVC @ 0.23 /o
298.51
`
1
1
3' MIN
56.92 LF 24" SDR26 PVC @ 0.33%
168.98LF24"SDR26
PVC
@0.33%
0.33%
PVC @ 0.33%
294.01 LF 24" SDR26
PVC
@
245.25 LF 24" C900
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
250
245
240
235
230
225
220
215
30+00
5'
3'
0
5'
r
10'
50'
25'
VERTICAL SCALE 1"=5'
0
50'
r
100'
HORIZONTAL SCALE 1 "=50'
GENERAL NOTES:
1. DURING CONSTRUCTION OF THE PROPOSED
SEWER AND FOLLOWING BYPASS PUMPING
ACTIVATION THE EXISTING BRICK AERIAL
SEWER END BENTS SHALL BE REMOVED AND
DISPOSED OF AND THE EXISTING GRADE
RESTORED TO MATCH EXISTING CONTOURS.
2. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING 4' CHAIN LINK FENCE AND GATE
WITHIN TEMPORARY AND PERMANENT
EASEMENT.
3. LOCATION OF EXISTING GREENWAY BRIDGE
IS FROM GIS INFORMATION AND IS
APPROXIMATE. CONTRACTOR SHALL FIELD
VERIFY LOCATION PRIOR TO PERFORMING
ANY WORK IN THE AREA.
4. EXISTING SANITARY SEWER MANHOLE SSMH
117075 IS LOCATED APPROXIMATELY 388 LF
NORTH EAST IN THE ROAD ROW NEAR THE
INTERSECTION OF BRAGG AND STATE
STREETS WITH AN INVERT OUT ELEVATION =
236.95
5. EXISTING 8" SEWER IS BEING REPLACED AS
PART OF ANOTHER PROJECT AND THE
ALIGNMENT AND INVERT WILL BE MODIFIED.
CONTRACTOR SHALL COORDINATE WITH
ENGINEER/OWNER PRIOR TO PERFORMING
ANY WORK AND FIELD VERIFY LOCATION AND
INVERTS OF PROPOSED 8" SEWERS.
6. CUT, BULKHEAD, AND ABANDON EXISTING 15"
VCP PIPE AS SHOWN.
0
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O
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REVISIONS AND RECORD OF USE
w
1-
0
7. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING RIPRAP TO THE LIMITS SHOWN AND
WITH THE CLASS RIPRAP NOTED. THE RIPRAP
SHALL BE A MINIMUM 18 INCHES IN DEPTH
AND UNDERLAIN WITH FILTER FABRIC (KEYED
IN 12 INCHES ALONG PERIMETER) AS
SPECIFIED.
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
BLACK &VEATCH
Black & Veatch International
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DESIGNED: WPS
DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
C-02
SHEET
7 OF 20 j

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260
255
250
245
240
235
230
225
220
30+00
CENTERLINE OF
GARNER
BRANCH IS
PROPERTY LINE
VARIABLE WIDTH EXIST
GREENWAY EASEMENT
SEE NOTE 3
TOP OF
CREEK BANK
MH-11 60" DIA
STA 31+54.63
N: 733615.50
E: 2110304.51
7
4/� 3ox
Fpso 02
CREEK
SILT FENCE
OUTLET
EDGE OF
VEGETATION
/TREE
ROTECTION
FENCE
MH 12 (60" DIA)
STA 33+10.03
N 733628.64
E 2110149.67
PIPE CAP
(TYP)/
STA 34+
r `•4
240
-- SSM 34
-� RTIG1=24'6:
INLlyr�4D )
----- • OUT( =
PROT
245
SEWER C A 1
246 --
ABANDON EXIST
SEWER MAIN TYP
(SEE NOTE 2)
1101 79- �,/
ABANDON :.
S EXIST SSMH
WATTLE INLET
PROTECTIO
CONNECT EX 8"
SEWER TO PROP MH
MH 15 (60" DIA)
STA 35+68.98
N 733816.84
E 2110071.73
MH 14 60" DIA
STA 35+45.36 S
N 733795.76
E 2110082.37
BOULDERS
CONCRETE WASHOUT
(SEE SHEET D-08)
SEE NOTE 1
ASPHALT
PAVEMENT •
_REPAIR (TYP)
/v\
w
=248.64'
- 141=245.29'
OUT=245.2
18"
TOC
OUT=
CP
49.18'
.3
TEMPORARY BENCHMARK
N 733785.16
E 2109845.43
EL 245.58
RIM=239.20'
IN=236.35'
OUT=236.30'
V=234.66'
EX TWI ''X6'
STORM WAT
ONCRETE BO
CULVERTS
SSMH
RIM=240.69'
I N (W)=237.18'
OUT(E)=237.08'
I 2 :.39'
OU=238.29'
RIM=245.48'
I N=242.48'
OUT=24 .38
(E)=23
W)=23
=2
STA 0+94.24
N 733794.11
E 2110246.03
//
Q
- TOC=24i.27'
OUT= 46.67'
OC=240.4 S'
T=235.
CONSTRUCTION
ENTRANCE
(TYP OF 2)
GRAVEL
�tIVE -- -
SEE NOTE 17 -
SHEET G-02 32 -
SSMH 100665
RIM=241.95'
\I N (=25.50'
IN(W)W)23636.25'
IN(E)=237.20'
OUT(SE)=235.35'
SSMH 1349
RIM=260.23'
MH-17 (60" DIA)
STA 39+67.36
N 7734016.16
2'h09803.81
SSMH 158279
RIM=244.84'
IN(N)=238.0
IN(NW)=238.24'
OUT(E)=238.04'
EXISTING 20'
SEWER
EASEMENT
(B.M.2011, PG.
205)
SEE NOTE 6
PERMANENT
UTILITY
EASEMENT
CONNECT EX 6"
SEWER
TO PROP MH
RIM=248.21'
INV=240151'
ASPHALT
PAVEMENT
\REPAIR (TYP)
SEE NOTE 17
ON SHEET G-02 -
`\
- 244
SA'1,.07'
0.97'
I VA
48QR
CLASS 1 RIPRAP
`• SLOPE PROTECTION
SEE DETAIL C `INV=240.4
•
`,\ SHEET D-07 1` •
RIM=244.69'
I N=242.14'
OUT=242.04'
•, REMOVE/REPLACE EX
1�`, GRAVITY SEWER AERIAL
I PIPE CROSSING SEE
't 1 DETAIL C SHEET D-07
it
5\S[41-45i894
RIN1=2.4.6,04"
it (i /)=231'.94'
OUT( ) 237i64'
STA 38+05.6'-
N: 734028.15
E: 2109965.04
TEMPORARY
CONSTRUCTION
EASEMENT
PIPE CAP
NEW 24" SDR26 PVC TO
REPLACE EX 15" VCP
/
/
/
260
255
250
245
240
235
230
TA 0+00.00
H-13 (60" DIA) (DROP
IM 242.79
J) INV IN 231.09 (24")
.) INV IN 238.42 (8")
,) INV OUT 230.89 (24'1
II 1 1 1 I I I
STA 0+94.24
/MH-21 (48" DIA)
RIM 245.71
(N) INV IN 240.3,
/\AI\ IAI\/
\-
EXISTING
GRADE
I
94.24 LF -
8" SDR26 PVC-
@ 1.81 %
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V)INV IN236.5(
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STA 35+81.43
STA 39+6
RIM 246.1
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NW) INV I
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C900
PVC @
0.30%
- '
i
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161.67 LF 24" SDR26 PVC @ 0.25%t
------
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-
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NOTE
4
P
LE AP
A
D-08
°
0 23 /o
-
155.40 LF 24' SDR26 PVC @
298.51 LF 24" SDR26 PVC @ 0.23%
-
69.42 LF 24" SDR26 PVC @ 0.71 %
23.62
LF
24" SDR26
PVC
@ 0.95%
HP 12X 53 STEEL PILE
REFER TO SPEC
SECTION 31 62 16.17.
REFER TO SPEC SECTION 31 62 16.16 FOR
INSTALLATION AND TESTING REQUIREMENTS.
PILES
SHALL NOT BE TERMINATED ABOVE EL. 215.0
-I
±
BASE BID TIP EL. 206.0 (TYP)
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
0+00
(A/ PROFILE
260
255
250
245
240
235
230
225
220
41+00
260
255
250
245
240
235
230
1+00
5'
3'
0
5'
r
10'
50'
25'
VERTICAL SCALE 1"=5'
0
50'
r
100'
HORIZONTAL SCALE 1 "=50'
NOTES:
1. REMOVE EXISTING MANHOLE AND
CONNECT EXISTING 8" SEWER TO
PROPOSED MANHOLE.
2. CUT, BULKHEAD, AND ABANDON EXISTING
15" VCP PIPE AS SHOWN.
3. CONTRACTOR SHALL REMOVE AND
REPLACE EXISTING 4' CHAIN LINK FENCE
AND GATES ON PARCELS 25 AND 27 WITHIN
TEMPORARY AND PERMANENT EASEMENT
THAT ARE IMPACTED.
4. CARRIER PIPING SHALL BE RESTRAINED
JOINT DUCTILE IRON TR FLEX AS
MANUFACTURED BY U.S. PIPE, LOK-RING
OR FLEX -RING AS MANUFACTURED BY
AMERICAN PIPE, OR APPROVED EQUAL.
THE RESTRAINED JOINT PIPE SHALL BE
FROM MH #14 TO MH #15 IN AERIAL
INSTALLATIONS.
5. THE OUTSIDE OF STEEL PIPE FOR AERIAL
CROSSINGS SHALL BE COATED WITH 1
COAT OF A COMPATIBLE ACRYLIC
POLYURETHANE WITH A TOTAL DRY FILM
THICKNESS OF 2 - 5 MILS PER COAT. THE
ACRYLIC POLYURETHANE COATING SHALL
BE TNEMEC ENDURA SHIELD SERIES 73, OR
APPROVED EQUAL. PRIMER SHALL BE
APPLIED AS RECOMMENDED BY THE
MANUFACTURER.
6. CONTRACTOR SHALL LIMIT IMPACT TO
EXISTING ASPHALT PARKING LOT. ANY
DAMAGE TO EXISTING ASPHALT PARKING
LOT SHALL BE REPAIRED PER DETAIL B
SHEET D-03.
CONCURRENT REVIEWAPPROVAL
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
C-03
SHEET
8 OF 20 �'

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INV=245.11
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RIM=248.94'
IN(N)=239.31'
OUT(S)=239.19'
PERMANENT
UTILITY
EASEMENT
\
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TEMPORARY
CONSTRUCTION
EASEMENT
EDGE OF
_ \ VEGETATION
SSYi- ¶43877
RIM=247.0A%
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---------IN(N=214.54'
OUT(S)=23•.
N
/ 245
TOP OF
CREEK
BANK
\
\
\
ABANDON
— EXIST SSMH
SSMH 1676
RIM=247.24' �••.
IN(NW)=240.67'
OUT(S)=239.89'
ST
18 (60" DIA)
+83.16
N: 7344
E: 2109692.
CONNECT EX 8"
SSMH 15786 SEWER
RIM=254.17'
OUT(SW)=243.42 TO PROP MH
•
•
CONSTRUCTION
ENTRANCE
•
TEMPORARY
CONSTRUCTION
EASEMENT
\ ♦
\� - \• \ ♦ 1
\\\♦1
\ \ J
CONCRETE WASHOUT • \
(SEE SHEET D-08) `\\•
. / . \\\
\ \\\
\ \\ \
NEW 24"SDR26 PVC TO \\\ \
REPLACE EX 15" VCP ♦ \ \\
\\
\
/
\ •
SS.Mi1H112117
RIM=2'48,55' \
IN(IRQ.24 60' N
0(SE)210�
— MIS-1-9 •U" D)k —
//Xi
E)}I 4 1G'30
, S'EWER
EASEMENT
(B.M. 1999, PG.
899)
SILT/ " . E
PROTECT!
FENCE
H 160656
M=253.83'
SN(NW)=244.73'
IN(W)=244.98'
OUT(SE)=244.63'
MH-20 60" DIA
S A 46+12.12
: 734612.87
E: 2109574.11
`Q.
Jc�
SILT FENCE C o
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44/ v
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EXISTING 30'
SEWER
EASEMENT
(B.M. 1999, PG.
899)
CONNECT EX 8"
SEWER
TO PROP MH
CONNECT EX 24" SSMH154943
SEWER RIM=253.45'
TO PROP MH J(NW)=247.80'
uuT(SE)=247.65'
v1H-20 (60" DIA)
ZIM 254.84
NW) INV IN 244
VV) INV IN 244.9
SE) INV OUT 24
L
(NW) INV IN.239.99 (241
(St) INV 'OUT 239 79'(24")
11111111
(NW) INV 1N 239.54 (24")
(NE) INV IN 241.54 (8")
S) INV OUT 239.34 (24")
Q
STA 44+83.94
RIM 249.32.
STA 43+83.16
RIM 248.91
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GRADE
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415.80
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42+00
43+00
44+00
45+00
46+00
265
260
255
250
245
240
235
47+00
SS
5'
3'
0
5'
r
10'
50'
25'
VERTICAL SCALE 1"=5'
0
50'
r
100'
HORIZONTAL SCALE 1 "=50'
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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039150 F.
BLACK &VEATCH
Black & Veatch International
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DESIGNED: WPS
DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAVVING
IS NOT TO FULL SCALE
PROJECT NO.
404750
C-04
SHEET

PLASTIC GREEN MANHOLE
MARKER -LABELED SEWER
MANHOLE, SEE NOTE 3
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FINAL
BACKFILL
INITIAL
BACKFILL
SPRING LINE
TAMP WELL UNDER
BOTTOM HALF OF PIPE
FINISHED GRADE
>"""'
>> UNDISTURBED SOIL
0
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°a
aa°
' A \\°\
#67 OR #78M STONE
PIPE GRADE
4" BEDDING
MINIMUM SIDE
6" O.D. OF PIPE CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR C900 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
NTS
SEE S-27 FOR MANHOLE
FRAME WITH CAM LOCK
COVER
SHELF
SLOPE 60°
000000
0
REQUIRED
4"
oaa
000000 0 00000 0000 000 00
00000000 0000 00000000
SECTION A -A
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE
0 PROVIDE A WATER TIGHT SEAL.
ECCENTRIC M.H. CONE
MAY BE USED ON8",10"
AND 12" SEWER MAINS.
MANHOLE CONE AND
BARREL SECTIONS
SHALL BE AS PER ASTM.
STANDARDS
"0" RING SEAL
OR
RAM-N CK
RUBBER BOOT
LATERAL INVERT SHALL NOT
BE LOWER THAN MAIN SPRING -
LINE. MANHOLE SHALL BE 3'
ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE
3' 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.
SEE SEWER DESIGN
SECTION
MIN. 9" COMPACTED #67 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
STANDARD PRECAST SANITARY SEWER MANHOLE
NTS
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H0D1V AO AllO
12"
MIN
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 24" FOR SEWER LINES
/\\\\.
2500 PSI CONCRETE
TRANSIT MIXED
FULL TRENCH WIDTH
PROPOSED
PIPELINE
6" MIN
24" MAX
C EXIST
PIPE
L PROPOSED
PIPELINE
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
PROPOSED PIPELINE OVER EXISTING PIPE
6"
PIPE
6"
O.D.
L EXIST
PIPE
6" MIN
24" MAX
PROPOSED PIPELINE UNDER EXISTING PIPE
CONCRETE CRADLE PROTECTION
FOR SEWER LINE CROSSINGS
NTS
EXIST PIPE TO
BE ABANDONED
NO. 12 GAUGE SOLID
BARE COPPER
TRACER WIRE, TYP
LOOP 3 FT (MIN)
OF WIRE INTO
TEST STATION
EXISTING GRADE
STANDARD
INDUSTRIAL CRIMP
(SIMILAR METAL), TYP
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CIRCUMFERENCE OF
MANHOLE AND SPLICE
TO TRACER WIRE FOR
DOWNSTREAM SEWER
MAIN
n
Y
NOTES:
TEST STATION OR TEST PORT -
piSTANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND
PAINTED GREEN, PLACED ABOVE
DOWNSTREAM SEWER
FLOW
i
4'-6"
2'-6"
12" HOLE
FILLED WITH
CONCRETE
SEE
NOTE 2
SEWER
SADDLE
TAP
SEWER
MAIN
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.
1 '-6"
(MIN)
6"
(MIN)
NOTE:
1. PIPES ABANDONED IN PLACE SHALL REQUIRE
FILLING WITH FLOWABLE FILL ONLY WITHIN
ROAD RIGHT-OF-WAY (ROW).
2. ALL ABANDONED IN PLACE PIPING SHALL HAVE
ENDS CAPPED.
6"
(MIN)
GRAVITY MAIN TRACER WIRE
AND MANHOLE MARKER
CAP END OF
PIPE W/ CONC
FILL PIPE COMPLETELY
W/ CONC SEE NOTE 1.
PIPE CAP DETAIL
NTS
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-01
SHEET
10 OF 20

NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE ONE 1" VENT HOLE.
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EXISTINGGROUND
27 1/2"
26 1/4" -
24 1/16"
1 3/8"
r
24 1/2"
28 3/16"
34"
5/8" FRAME SECTION
3 7/8"
r9/16'
5/16" j
3/4"
5/8" SS
ROD
TY
1 5/8"
7 1/2"
1 3/8"
(2) SS ROLL PINS
(2) CAM LOCKS 1/2" DIAx 1 3/4"
26"
k_f
ICAL CAM LOCK MANHOLE
2 7/8"
WIPER GASKET
FINNED GASKET IN VERTICAL
FACE OF COVER TO MAKE
WATERTIGHT.
1 1/4"
COVER
LOCKING DEVICE
FRAME
STANDARD - PENTAGON HEAD S.S.
OPTIONAL - S.S. HEX HEAD BOLT
TYPICAL LOCKING DEVICE
RING MUST BE ANCHORED
IN ACCORDANCE WITH S-25
BOTTOM OF FRAME
OPEN
POSITION
BOTTOM OF COVER
CLOSED
POSITION
BOTTOM
OF FRAME
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
WATER —TIGHT MANHOLE FRAME
WITH CAM LOCK COVER
DWG. NO. REVISIONS DATE REVISIONS
5-27 RRH 3-30-00
DHL 6-18-08
DATE
WATER -TIGHT MANHOLE FRAME
WITH CAM LOCK COVER
NTS
1111=111=11 �R/ES 3. �
—11111111 III111 Mqk
' 11-111=1111—
6"
''71 11 �.
3'
MATCH EXIST WIDTH
3'
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GRADE
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02 MAX O4MAX
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6"
0
GRADE TO THIS LINE —
II,
6"
COVER 120 LBS. MINIMUM
4— in
23 1/2"
21"
2 3/4"
BUTYL-NEK OR
APPROVED
SEALANT BETWEEN
FRAME AND COVER
MANHOLE FRAME AND COVER
7 1/2"
1"
25 1 /16"
2311/16"
22"
25 15/16"
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF 182
LBS. WITHIN PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
33 1/4"
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG. NO. REVISIONS
S-25 3-1-87
RRH
DATE REVISIONS
3-1-87 A.B.B.
3-30-00 D.H.L.
DATE
2-9-05
6-18-08
EXISTING
GROUND
�qR/FS 3
111111-III MqX
1
'11-III
I I=1 11=
PROPOSED PAVEMENT SCHEDULE
C1
PROP APPROX 2.0" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5B PER NCDOT STANDARDS, AT AN AVERAGE RATE
OF 220 LBS PER SQ YD
J1
PROPOSED 6" AGGREGATE BASE COURSE
T
PROPOSED COMPACTED EARTH MATERIAL
NOTES:
1. CONTRACTOR SHALL REPLACE ALL DISTURBED GREENWAY OR
AS DIRECTED BY THE ENGINEER/OWNER.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
4. SUPER TRANSITIONS SHALL NOT EXCEED 1 % PER 5' MAX.
ASPHALT GREENWAY
TYPICAL SECTION
NTS
STANDARD MANHOLE COVER
NTS
4' 6"
2'-6"
A
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W
E
CENTERLINE OF
MAIN & MARKER
PLASTIC
MARKER
0
ak
12" HOLE FILLED
e fol--- WITH CONCRETE
�8s
SEWER FORCE MAIN
12"
r i
6"
NOTES:
1. PLASTIC MARKER SHALL BE GREEN IN COLOR.
2. MARKERS SHALL BE LABELED "RALEIGH SEWER"
3. TO BE LOCATED AT EACH MANHOLE AND ON
EITHER SIDE OF ROADWAY OR JUNCTION.
4. MARKERS SHALL BE ROUND 4" IN DIAMETER.
SEWER INTERCEPTOR MARKER IN EASEMENTS
NTS
UNDISTURBED
TRENCH WALL
\.\\.\\..\\.\\
TRENCH
WIDTH
SECTION
UTILITY LINE
(DIAMETER VARIES)
6" o
A\TI—SEES COLLAR DETAIL_
NOTES:
TRENCH
WIDTH
PLAN
/\//%
CONCRETE COLLARS TO BE PROVIDED EVERY 150 FT±
IN WETLAND AREAS AS SHOWN ON DRAWINGS.
MANUALLY OVER EXCAVATE KEY INTO UNDISTURBED
EARTH OR ROCK TO MINIMUM DEPTH OF 6" ON SIDES
AND 12" ON BOTTOM. FORM CONCRETE SEAL TO
PREVENT WATER FLOW AROUND COLLAR.
FACES OF COLLAR TO BE MANUALLY FORMED
W/WOOD AND LEFT IN PLACE.
PROVIDE #4 BARS @ 12" OC EACH WAY.
c ANTI -SEEP COLLAR
- NTS
CONCRETE
COLLAR
6
CONCURRENT REVIEWAPPROVAL
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-02
SHEET
11 OF 20

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NOTE:
THE FULL LENGTH OF THE SERVICE DITCH SHALL
BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.
OPEN END
6'-0"
2 I " MAX.
EXISTING
M.H.
4" MIN. CLEAR FROM
JOINT (ABOVE OR BELOW)
TEE
I /4"x2" STAINLESS STEEL STRAP
WITH 2 ANCHOR BOLTS
CORE HOLE FOR INFLUENT
D.I.P. WITH CORING MACHINE
AND INSTALL FLEXIBLE RUBBER ENLARGED DETAIL
COUPLING. (SEE NOTE #5)
t
I I.
BASE SECTIO
RESHAPE INVERT
SECTION A -A
t
R= I/2 O.D. PIPE
BARREL
I /4"x2"
STAINLESS
STEEL STRAP
WITH 2 ANCHOR
BOLTS
SECTION B-B
NOTES:
I . PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM BEND TO BE 90° SHORT BEND, BELL SPIGOT, OF SDR 35
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL.
3. NOT USED.
4. LOCATE STRAPS AT TEE AND ABOVE BELL OF 90° BEND AS SHOWN.
ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEET.
5. HOLE IN MANHOLE WALL TO BE MADE WITH A CORING MACHINE.
INSTALL FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE -MODIFIED
DWG. NO. REVISIONS
S-53 MAB
DATE
I I-G-I3
REVISIONS
DATE
PAVEMENT OPTION
4' DIAMETER CONCRETE
COLLAR 6" THICK
PAVEMENT
INSIDE DROP MANHOLE
NTS
*SERVICE LATERAL MATERIAL AS REQUIRED
MUST BE 2" BELOW GRADE
WHEN SEWER CLEAN OUT IS IN
PAVEMENT OR IMPERVIOUS SURFACE,
IT MUST BE INSTALLED INSIDE A VALVE
BOX (OR MINI -MANHOLE) WITH COVER
LABELED "SEWER".
CURB
FINISHED
♦.•. GRADE
limiftwn-2
PROPERTY
EXISTING PAVEMENT
NEW ASPHALT SURFACE COURSE
3' MINIMUM NCDOT S9.5A
EXISTING PAVEMENT
°'' °°80°°
EXISTING
SUBGRADE
COMPACTED FILL
IN 6" LIFTS
PIPE
0000onn09, OAPAAo4
NEW ABC 12" MIN. DEPTH
......°°oczw°• vwtx xrua+tfrxx
REFER TO PIPE -
BEDDING DETAILS
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UNDISTURBED SOIL
NOTES:
I . IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REQUIREMENTS SHALL
TAKE PRECEDENCE.
2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE
SAWCUT MACHINE.
3. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE
OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
4. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
1 00% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
AASHTO T-80 AS MODIFIED BY NCDOT.
5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.
6. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO
CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH
A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. REFER TO DETAIL FOR TRENCHES AND PIPE BEDDING FOR ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
I O. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
I 1 . FOLLOWING FINAL COMPLETION OF PIPELINE INSTALLATION, THE PAVEMENT REPLACEMENT AREA
SHOWN ON THE PLANS (OR AS DIRECTED BY THE ENGINEER/OWNER) SHALL BE MILLED TO 1 .5"
DEPTH AND RESURFACED WITH 1 .5" ASPHALT CONCRETE SURFACE COURSE (NCDOT TYPE
59.5A). TRANSITION EDGE OF MILLING AND EXISTING PAVEMENT SO THERE IS A SMOOTH
TRANSITION.
B STANDARD ASPHALT PAVEMENT PATCH DETAIL
NTS
W
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CAST IRON OR BRONZE
-CLEAN OUT PLUG
_4• ••;,,• • • , • 4 • , ,• • •
.t.41•-.1•,,..b►•.••4 .., •• •., .. •
• • °e• • •♦• • • • • % •,• , • • •
• . ••• A•• ,' .. • • • + • • •, • • • •
• . • • • • • • • • • , • • , • • • • • . •
• • • • • ;I. •• • • • • 4114 •• • •
• • • • • • •• • • • • • • ♦• • •
• • • •• • • • • • • ♦ •• • •
• • • • • ,
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
DETAIL A SHEET D-01 ACCORDING TO PIPE MATERIAL.
8",10" OR 12" TAPPING
SADDLE OR IN -LINE WYE
•.
•
•
• •
• •.
• •
1/16" OR 1/8" BEND
•
• • • • • • • , . •
•
*En • • • • • • • 11/ • •
• •
• 4 ♦
45° SEWER
SADDLE
•
• FOR SADDLE INSTALLATION
DETAILS, SEE STANDARD
DETAIL S-31 & S-32.
•
• • •
•
1 PIECE OF PIPE
MIN. GRADE 1%
••
• .4
•
,•
••�17♦ •••,-••• i ••�
•
•
•
•
• ,
••
• •
• •
••
.♦
•
• ,
• •
••
• ,• •• ,. •••.•�;•.
BARREL OF PIPE BEDDING
(CLASS II, III, OR IV)
TYPICAL SANITARY SEWER
E LATERAL CONNECTION
NTS
r;41t,T1tr W
INSTALLATr NS BY •
UTILITY CONTRACTORS
, BEYOND THE PROPERTY
• OR EASEMENT LINE
•REQUIRE A "PLUMBING
UTILITY" PERMIT AND
'ARE INSPECTED BY THE
'PLUMBING INSPECTOR.
, DO NOT BACKFILL PRIOR
• TO INSPECTION.
• ;..4"D.I.OR
• • PVC PIPE
•• •
• • •
• . .
•
• 4 4 • • • •
1.0' EXTENSION
WITH PERMANENT
PLUG CAP
COMBINATION WYE
AND 1/8 BEND
(ONE PIECE)
NOTES:
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE.
WHERE JOINTS ARE NECESSITATED IN THE WIRE, THE JOINTS SHALL BE SECURELY
BONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TO
PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL.
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE
TEST PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT
ASSEMBLY AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF
APPROXIMATELY 12" BELOW GRADE.
3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER
WIRE AND THE LATERAL TRACER WIRE.
4. FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE
AN ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP
ON THE EXISTING SEWER MAIN.
PAVEMENT
MAIN TRACER WIRE
FOR NEW MAIN
•
••
•
•
• • ••
•
EXTEND TRACER
WIRE TO JUST
BELOW CLEAN OUT
PLUG
FINISHED
•.. GRADE
4'111011 i, i
CURB •
l...�.•• ..1 . ♦•
'%.�.'.4•',f #•. •.11;.. • • • , • • 7 •. 4• .
•�, •� • . •, ••• •• •' • ••
p.
•
•
�••. ••
♦,••♦•••••• • •• • •, •
•
• • • • •, ••. ••: •• ••.
••♦ •
•,•• •♦ • •• •• • • 4 ,♦ •
• • ,• • •• • • •• •
• • •
LOOP TRACER WIRE
TWICE AROUND
CLEANOUT ASSEMBLY
•
TRACER WIRE -NO. 12
GAUGE SOLID
COPPER BARE WIRE
• • • • • . • • •
•
• •
• • • • •
. ,
•
;NEW SERVICE ON EXISTING MAIN -
PROVIDE MAGNESIUM ANODE (1 LB MIN) REQUIRED
WHERE NO TRACER WIRE IS INSTALLED ON SEWER
MAIN
•
• • •• • • •
•
•
PROPERTY
•
•
• •
•
,
•
•
••
•
•
W
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CAST IRON OR BRONZE
-CLEAN OUT PLUG
ifir
• • • • ♦ • • • • • •
•'• '• ' • • * •'•
• • • •• f• • • •
•••••, ••••
• • • • •, • •
•
• , • •'• • • • '• . •
•
• • • • • • •• •
• •
• •
• • •
• •
- •
• •
♦• •
♦
•
• •
••
• •
•
• •• • • • • . • • •
• • • • ••• • • • • •
TYPICAL SANITARY SEWER
LATERAL TRACE WIRE
NTS
4.00"
STANDARD 4" BRONZE CLEANOUT
PLUG
STYLES
ACCEPTED:
INVERTED NUT
RAISED NUT
CLEANOUT FERRULE WITH
PLUG
F 4" CLEANOUT PLUG
NTS
SEWER
LATERAL
CLEANOUT
ASSEMBLY
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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DESIGNED: WPS
DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-03
SHEET
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SEDIMENT DIKE
NOTES:
APPROVED DEWATERING DEVICE (SILT
BAG) PROVIDE POSITIVE DRAINAGE FROM
SILT BAG TO STREAM
PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIPRAP
DISCHARGE HOSES STREAM
DIVERSION PUMPS
INTAKE
HOSE
SUMP HOLE OR POOL
(12" TO 18"
DEEP, 2' DIA)
CLEAN
WATER DIKE
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM
ENDS OF THE WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE
WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY
DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING
MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE
MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE
CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING
FURTHER EROSION BETWEEN THE SILT BAG AND STREAM. CONTRACTOR
SHALL KEEP AN EXTRA SILT BAG ON SITE AT ALL TIMES DURING
CONSTRUCTION.
3. CONTRACTOR SHALL MINIMIZE CREEK BANK DISTURBANCE, CLEARING AND
GRUBBING WITHIN CREEK BANKS SHALL BE LIMITED TO THAT REQUIRED BY
CONTRACTOR FOR INSTALLATION OF THE PIPELINE. ALL DISTURBED AREAS
BETWEEN CREEK BANKS SHALL BE STABILIZED WITH RIP -RAP.
TEMPORARY PUMP AROUND
NTS
0
0
STEEL POST
MIN
METAL WIRE FENCE
WARNING SIGN
FILL SLOPE
GRADE
MIN. 10 GA.
LINE WIRES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
PLASTIC OR
WIRE TIES
III���III III - I 1���-���-��� � ����-��� III -III=
.III 1 :I :y
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
17 m D
X - • Z
T • 0
T H Z
1 O i m
Z r
CO m
Z-10
m m x
m -<
VOS Ol ION
1IV134 CleIVONV1S
H9I31VH JO JlllO
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
DO NOT DISTURB TREE CONSERVATION AREAS
SILT FENCE SHOULD NOT BE USED ALONE BELOW
GRADED SLOPES GREATER THAN 10' IN HEIGHT.
FRONT VIEW
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
(SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 1/2" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE NC STATE DEQ PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE
OF THE FENCE.)
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARA ARBOLES - NO ENTRE
WARNING SIGN DETAIL
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
STANDARD TEMPORARY SILT/TREE PROTECTION FENCE
NTS
STEEL POST
METAL WIRE FENCE
- WARNING SIGN
MIN. 10 GA.
LINE WIRES
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
;III; III ° I I III I � �1'
-III-I I'
SIDE VIEW
NOTE: FOR TREE PROTECTION ONLY
O • �
0 - Z
0
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0
mm
Dm
1
0
-i
0
1IV134 CleIVONV1S
H9I31VH JO Jl110
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN
TREE PROTECTION AREA
DO NOT ENTER
-I I I -I --------- - 1-1 I_
IE Y
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
(SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 1/2" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
PLASTIC OR
WIRE TIES
40"
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARA ARBOLES - NO ENTRE
WARNING SIGN DETAIL
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
m
D STANDARD TREE PROTECTION DETAIL
- NTS
i
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
FRONT VIEW
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
1IV134 CleIVONV1S
0
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H9I31VH JO Jl110
4' MIN
STEEL POS
WOVEN WIRE FAB
HARDWARE CLO
FILTER OF #57
WASHED STON�
BURY WIRE FENCE A
HARDWARE CLOTH
STEEL POST SE
MAX 2' APART M
2' INTO SOLID GROUND
4
u
16"MIN
SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
SECTION VIEW
3' FILTER FABRIC APRON
ON GROUND
BURY 6" UPPER EDGE OF
FILTER FABRIC APRON IN TRENCH
m
STANDARD SILT FENCE OUTLET
NTS
EXISTING TERRAIN
SILT BAG SLEEVE
FLOW
PUMP DISCHARGE
TIE DOWN STRAP
FILTRATION GEOTEXTILE
1IV134 CleIVONV1S
3-1VOS Ol lON
H9I31VH JO Jl110
STREAM BANK
8" OF SEDIMENT CONTROL STONE
NOTES:
1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE.
2. PROVIDE STABILIZED OUTLET TO STREAM BANK.
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS
DIRECTED. A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED
TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
4. THE SIZE AND NUMBER OF SILT BAGS SHOULD BE BASED ON THE
DEWATERING PUMP AND MANUFACTURER RECOMMENDATIONS.
5. TIGHTLY SECURE THE PUMP DISCHARGE TO THE SILT BAG SLEEVE WITH A
STRAP OR SIMILAR DEVICE TO PREVENT WATER/SEDIMENT FROM LEAKING
WITHOUT TREATMENT.
6. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE SILT
BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE
BAG FILLS WITHIN SEDIMENT, REDUCE THE PUMP RATE.
7. REPLACE THE SILT BAG WHEN ONE HALF (1/2) FULL OF SEDIMENT.
8. SILT BAG DEVICE MUSTBE > 50FT FROM THE TOP OF THE STREAM BANK
AND WATER MUST BE DISCHARGED IN A DIFFUSE MANNER.
NOT TO SCALE
A
SILT BAG
NTS
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-04
SHEET
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NOTES:
1. ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
3. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
1.5' MIN (SEE NOTE 3)
12" OF NCDOT #5
9" MIN / OR #57 WASHED STONE
FILTER CLOTH
PLAN VIEW
.80
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
80 ' 00 -MS
14'VG )103H0
8</l/8 31b'01 SNOISIA3t1
37N0S 01 JON
7IVi3U UHVUNVIS
H9I37VH 30 AlIO
FILTER CLOTH
MATTING /
STAB I LAZATI O N
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY
REDUCING THE VELOCITY OF FLOW.
DO NOT USE CHECK DAM IN INTERMITTENT OR
PERENNIAL STREAMS.
1.5'
hi —
COO
pO°Opoo�2�2 s,,s
6C7 CLASS "B"q��
• OP°00�� �p
CP Ojc7NM OOOOC/O\_ivOaCi� c7I
2' MAX AT
CENTER
4'TO6'
CROSS-SECTION VIEW
L = THE DISTANCE SUCH THAT POINTS
°°000 AAND B ARE OF EQUAL ELEVATION
O000OOop
00 0 000 0
iiii:=—_ 008 00 00 0°o A B
]/H�iiiii:1-21//izzzillizzlill�i� L o00
°°00000
�� ili�� o/00000°000°0
PROFILE VIEW
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
CD-
A CHECK DAM
NTS
EXISTING ROADWAY
X
50' MIN.
AND SUFFICIENT TO KEEP
X X SEDIMENT ON SITE
00
3" - 4" STONE TO BE USED gOOc
oo
( SURGE STONE OR o 0
00000op0o RAILROAD BALAST ) 000
000 00000000 0 oo0 0
00 00 00
000000� 00000oD0oopo000000 0Op0
o00v 000 0 0 000000001000 00 00 0000
00 OOOoo�Oo�0000 000o oo00 ��000 0
0 0 0 000000 � o,-2
Poo0 00O 0
000000 00
00o000
00 00 0
X X
K1\ SILT FENCE (SEE NOTE 1)
EXISTING ROADWAY
60 ' 00 -MS
O
rti
Do Do
m~
Z
37V3S 01 10N
7IVi3U UHVUNVIS
H9I37VH 30 AlIO
PLAN
25' OR FULL WIDTH
OF PROPOSED STREET
OR ENTRANCE,
WHICHEVER IS
GREATER.
35' MIN.
NOTES:
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
ENTRANCE EXTENDED.
15' MIN.
NEW CONSTRUCTION
00s0 oop08 f° O
00 p0 00 0000 O
6" MIN. o00000 0000 000000000 000000 00000000 00080.00 �ogoo0o II = II
°°>s°°°°° o0000000 000 0000
$00000go 000000oOocPoa0clod o 00
l i F= III- I I► I I= III- I l i-III= I I I
II— FABRIC UNDER STONE I II II -
CROSS SECTION
12" MIN.
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
2'
CONCRETE
BLOCKS
SECTION VIEW
STANDARD METAL POSTS
(MINIMUM LENGTH 5')
2'-0" IN GROUND
5 L ' 00 -MS
NOI103101:Id 137NI GNVA
NI SVO HOI VO GLIVGNVI S
Co
7IVi3U UHVUNVIS
H9I37VH 3O AlIO
HARDWARE WIRE
27
#57 WASHED STONE
6"-8
2' BURY IN
SOLID GROUND
o�p
0�
000
0
0d) 0
0
0
0
0 0 0
00
0
Do o�O
000 00� o�
0000°
oC O 0 0
0 0
o �g Oo 00
0O Do0 0 of
Oo0�p0000 o0 00 vw0
4' MAX
it
■■
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
(19 GUAGE, 1/4" MESH OPENINGS.)
Itake.ri.". Is
IT o %
O 0
0,
ill ' r o o� 0 0 .f i iti 00o W
00 oO000 �00 .. 2.
g po
00 o P OooOoo 00
0n-0 0
DRAINAGE AREA = <1 ACRE (MAXIMUM).
b
0
00
0
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oO 0Q 0
Vo 0
0g0000 0000
o O
op 0
00 g0 3-o
0 0000
000 �(. 00 0
0oVg 2 P00000 op`$ ogo
2: 1
# 57 WASHED STONE PLACED AGAINST HARDWARE
WIRE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
CATCH BASIN INLET PROTECTION
NTS
CD-B CONSTRUCTION ENTRANCE
NTS
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS
TOGETHER = BANKFULL FLOW
NCDOT #5 OR
#57 WASHED STON
CL ' 00 -MS
Do
rn
rti
Do Do
Cr) DO
ti-<
37V0S 01 10N
7IVi3U UHVUNVIS
H9I37VH 30 AlIO
NCDOT #5 OR
#57 WASHED STONE
6" DEEP
CLASS "B"
;71;4:;;;;1171.4-%,"."1014. 74*-\--;21*
V I—
I
I I 1
ELEVATION
FLOW
0 oO oopUO 0
o O 0 O Q O o0 O D
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(30.00
° C7
O 00000 - - 0 0
0 0o 00 O o O
O
0 0
0 0
O. O ° 0 o °" O DDga o0°0 0
o° O° 0 D O O O 0° O ° 00 ° 0 0
° OU0�0 000 U 000 000 O0 0 �o O
° 0 000 �00 Oc 00 Oo0g00 DOa° Do
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000
00
OOG
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25'
MINIMUM
TOP OFBANK—IN—
0 0
0 _ Q. 0 0
PLAN
CLASS "B"
° °° E°0
0 o 0 0 a 0
�0° :70(
ooOp�O°o000 Q0 ° O 0 O
O O 0 O° o ° O
o O O
0 00 O. O0 o o 0 000°°o 0 0O O 0 000 °�0
O00 00000o0 00.00
_C�000
MINIMUM
25'
TOP OF BANK
MAINTENANCE:
REMOVE SEDIMENT & RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSION
WHEN SEDIMENT HAS ACCUMULATED TO 1/2
DESIGN DEPTH OF THE TRAP.
ANY RIP -RAP DISPLACED FROM
THE STONE HORSESHOE MUST
BE REPLACED IMMEDIATELY.
90 ' 00 -MS
NOI103101:Id
137NI 3dld )1001:1
37V0S 01 10N
7IVi3U UHVUNVIS
H9I37VH 30 ALTO
�����i!�_%��' ❑i n�n�'� PIPE_ aim
PLAN VIEW
11111 11'
CLASS 1 RIP RAP / HEADWALL
#57 WASHED STONE. 1' THICK X 3' HIGH MIN.
\\
NOTES:
IF EXCAVATED STORAGE AREA IS USED AS
TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA
FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.
IIIII-'�
CLASS 1 RIP -RAP
MAX DIA PIPE IS 36"
RIP RAP HEADWALL (1' MIN HEIGHT
FROM ROAD SHOULDER).
FLOW
FILTER FABRIC
#57 WASHED STONE. 1' MIN THICKNESS.
CROSS SECTION
=1'
NATURAL
GROUND
ROCK PIPE INLET PROTECTION
NTS
TEMPORARY STREAM CROSSING
NTS
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 apermit, nor shall it be construed to
p
permit any violation of City, State or Federal Law. All Construction must
be in accordance with all Local, State, and Federal rules and regulations.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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BLACK &VEATCH
Black & Veatch International
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DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-05
SHEET
14 OF 20 j

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CREEK BED
NOTES:
LIVE STAKING OF
SILKY DOGWOOD
18" O.C. (TYP)
TOP OF BANK
I=1 I I-1 I I-1 I I
=III=III=III=
L. t
12" MIN
COMPACTED SUBGRADE
LINE BANK WITH GEOTEXTILE FABRIC
NORTH AMERICAN GREEN SC150BN, SI
GEOSOLUTIONS ENS2, BIOMAC S/C. OR
APPROVED EQUAL
LINE BANK WITH GEOTEXTILE FABRIC
MIRAFI 700X, LINQ GTF-400E, AMOCO
STYLE 1199 OR APPROVED EQUAL
HAND PLACED CLASS I RIP RAP
STONE 24" MIN THICKNESS
COMPACTED SUBGRADE
2' BELOW CREEK BED
1. "X" IS DEFINED AS THE DISTANCE FROM THE NORMAL WATER
LEVEL TO THE TOP OF BANK. CONTRACTOR SHALL
DETERMINE THIS DISTANCE.
RIP RAP AND STREAM BANK
RESTORATION (TYP BOTH SIDES)
NTS
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP 12" MIN DIAMETER WATTLE
FILTER FABRIC
OR DITCH LINER
\i \\i\\\ .4:*. i❖:�:�:%•..
4„!Mgozt .... .•
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PROFILE VIEW
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
8" FABRIC STAPLE
NOTES:
1. 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%.
DITCHLINE-
12" MIN DIAMETER WATTLE
FASTENED TO WOODEN STAKE
BY NAIL OR STAPLE
FLOW
DITCHLINE
6" COVER
CZ ' OZ -MS
s1/1/8 :31eo1 SNOISIA3t'
7IVi3U UHVUNVIS
H9I37VH 30 ALTO
18"
EXIST / PROP OPEN
THROAT CATCH
BASIN COVER
EXISTING
ROADWAY
EXIST/PROP
CURB
TEMP. INLET
PROTECTION
EXISTING
ROADWAY
EXISTING
PLAN W/ INLET
INLET PROTECTION - COR BOX
SECURE PER
MANUFACTURER'S
RECOMMENDATION
PROPOSED OPEN
THROAT CATCH BASIN
CROSS SECTION
A
WATTLE/INLET PROTECTION DETAIL
NTS
2"-5"
/2, /. / /v /\
11
//
#8 GAUGE WIRE
12"
_1
0
/
6"
3"
I 1
1
STAPLE (TYP)
SEQUENCE:
1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH
WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED
SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE
BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART
ACROSS THE WIDTH OT THE BLANKET.
3 ROLL THE BLANKETS DOWN THE SLOPE WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING
ON THE BLANKET TYPE.
5 CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"
(APART ACROSS ENTIRE BLANKET WIDTH).
NOTES:
1. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES.
2. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING DEGRADABLE,
DOUBLE NET BLANKET.
3. CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING WHERE INDICATED ON
PIPING PROFILES.
DETAIL FOR STABILIZING SLOPES
WITH EROSION CONTROL MATTING
NTS
\O�
3.5' RADIU
TYP.
0
EXPANSION
JOINT
6" EXPANSION JOINT
II
*7.5"
6"
o
13
o,
00
SLOPE 1/4"IFT (MAX)
6" SIDEWALK
6'
* USE 6.5" WHEN DRIVEWAY IS USED IN LIEU
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT),
SUCH AS IN A CUL-DE SAC.
VARIABLE WIDTH DEPENDENT
ON GRASS STRIP WIDTH
EXPANSION JOINT
SEE T-10.01.2 FOR ADDITIONAL NOTES
SHEET 1 OF 2
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/2020
NOT TO SCALE
DRIVEWAY AND
SIDEWALK DETAIL
T-10.01. 1
a
00000
00000
00000
00000
00000
00000
00
0000
00. 00
SEE SIDEWALK ACCESS
RAMP DETAIL T-20.01.
Z 30 Z 133HS
71V13G >I7VM3GIS
(NV AVM3A I Na
ozoz/e :31VCI SNOISIA3E!
37VOS 01 10N
7IVi3U UHVUNVIS
H9I37VH 3O AlIO
/r-
00000000000
GRASS AREA
20' MIN.
(SEE NOTE 6.)
CATCH BASIN
1/2" EXPANSION JO
7"
GUTTER
\ EXP. JOINT
(SEE NOTE 7.)
W
(SEE NOTE 5)
DUMMY JOINT ,,,,'
1/2" EXPANSIGN JOIN
DRIVEWAY APRON
DUMMY JOINT
MONOLITHIC POUR
EXPANSION JOINT
T H2' I - 6.5'
NOTES:
1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER
OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A
STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED,
THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY
SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4" SLUMP CONCRETE.
2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE
INTERVALS & DUMMY CONSTRUCTION JOINTS AT 6' INTERVALS. DUMMY
JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH.
3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER
4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW.
5. W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS:
10' MINIMUM, 18' MAXIMUM FOR RESIDENTIAL DRIVEWAYS
36' MAXIMUM FOR COMMERCIAL DRIVEWAYS
GUTTER
MAX. SLOPE 1/4"/FT
SIDEWALK
6'
DUMMY JOINT
SIDEWALK
6' (TYP.)
EXP. JOINT
3.5' RAD
(SEE NOTE 7.)
1/2" EXPANSION JO/
VAR. UP TO 25' MAX
SECTION A -A
(SEE NOTE 8.)
R/W
A
1/2" EXPANSION JOINT A
6. THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE
BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT.
7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE.
8. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS.
45' MIN. BETWEEN DRIVEWAYS ON SAME LOT.
9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN
THAN 40' ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING
A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W
TO THE CURB AND GUTTER LOCATION.
FTDO. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION
OR RE -INSPECTION IS REQUIRED.
11. DRIVEWAY RADIUS SHALL BE A MINIMUM OF 5' FROM ANY
CATCH BASIN.
DRIVEWAY AND SIDEWALK DETAIL 1 OF 2
NTS
1/8" RADIUS (TYP.)
1. 30" CURB & GUTTER
oo° 0-000000 o" o° �7
r84�e(7o.°°ti 0(78 o Po�o'mo'�° oi'1
h 9„ 9„
MEDIAN CURB AND GUTTER
SIDE ELEVATION
3"R
3"R !. . •
e.°°°;r°QPQog(o,90 7.
12 6"
MEDIAN CURB AND GUTTER
(NON -MOUNTABLE)
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GUTTER SUPERELEVATION RATES.
JOINT FILLER
NOTE:
MAINTAIN 50' MAX. BETWEEN
EXPANSION JOINTS OR AT
ALL RIGID OBJECTS.
FRONT ELEVATION
�I 1/2" TRANSVERSE EXPANSION JOINT
18"
12"
2. 30" VALLEY TYPE GUTTER
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
SPILL CURB DETAIL
SHEET 1 OF 2
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE: 8/2020 NOT TO SCAL
CURB AND GUTTER
T-10.26. 1
CURB AND GUTTER DETAIL
NTS
1311f1O ONV 92if1O ..9-.Z
6'
6'
dI LS ONLLNV1d
)11VM30IS 03SOdOid
CO
O
O
>I7VM3GIS 3131:1ONOO
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37V0S 01 10N
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H9I37VH 3O AlIO
3N11 J.VM 3O 1HO11
4"
PLAN VIEW
R/W
PROPOSED SIDEWALK
(3000 P.S.I.)
1/4"/FT 1/4"/FT
=III=III=III=III=III=III=III=I:c.:: _III_III_III_ IIII= -"' =1
I T 1-1 T =I T I=1 T L=1 T I1=111=1 I -1 I I=1I I=1 I1m I=1 T I=1I1=1 T I=1I I=1
I I 1=1I1=III-I I1=111=III1I 1=1 i I
2'-6" CURB
AND GUTTER
GRASSED
UTILITY STRIP
COMPACTED TO A DENSITY
OF NO LESS THAN 95%
TYPICAL SECTION
JOINT FILLER
SIDEWALK SURFACE
TRANSVERSE EXPANSION JOINT
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
2. ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING COMPOUND.
3. A6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS,
AT STREET INJTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS),
AND IN THE HANDICAP RAMPS.
A
DRIVEWAY AND SIDEWALK DETAIL 2 OF 2
NTS
CONCRETE SIDEWALK DETAIL
- NTS
E
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
Black & Veatch International
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REVISIONS AND RECORD OF USE
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DESIGNED: WPS
DETAILED: FLL
CHECKED: WPS
APPROVED: DLC
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-06
SHEET
15 OF 20 �'

AERIAL PIPE CROSSING
0
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0
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N
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NON -SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIPE
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
DIP CARRIER PIPE
FINISHED GRADE
I I -TURN DOWN ELBOW
•
PROVIDE 2" 0 GALV STEEL DRAIN
IN BULKHEAD AT LOW END
OF CASING PIPE AND 1/3
CU YD OF CRUSHED STONE
AT DRAIN, WRAP STONE
WITH FILTER FABRIC
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8"x4" STEEL
PLATE, TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16
1" R ON ALL CORNERS
PNIMIO
Orate
WITH INSECT SCREEN
2" 0 GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
PROVIDE PLASTIC SHEET
BOND -BREAKER BETWEEN
CARRIER PIPE AND GROUT,
ALL AROUND
NOTE:
NON -SHRINK GROUT SHALL BE
"EUCO-N-S" BY THE EUCLID
CHEMICAL COMPANY; "MASTERFLOW
713" BY MASTER BUILDERS,
OR EQUAL.
TYPICAL CASING PIPE PLUG
PIPE ALIGNMENT GUIDE
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
SPIGOT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DWG. NO. REVISIONS DATE
REVISIONS DATE
S-18 A.B.B. 4-16-04
D.H.L. 6-18-08
PILE SUPPORTED PIER
SEE DWG S-15 & S-16
AND NOTE 3
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
(SEE NOTE 4)
N
0)
0
0D
NVId 1VOIdAl
DNISS02:10 3dId 1VI213V
m
m
m
z
0
m
v
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-<
NOTES:
2.
3.
AERIAL PIPE CROSSING
CASING PIPE DETAILS
18"
TYP
CLASS I
RIP -RAP SLOPE
PROTECTION, TYP
EXTEND RIP -RAP 2'-0"
PAST WATER LINE, TYP
STEEL CASING PIPE,
SEE DWG S-12
EDGE OF WATER
SEE DWG S-18
FOR SUPPORTS
PLACED IN STREAM
RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I
RIP RAP IN ACCORDANCE WITH SECTION 868 OF THE
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR
ROADS AND BRIDGES".
RIP RAP SHALL BE PLACED IN ACCORDANCE WITH
DRAWING 868.01 OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S "ROADWAY
STANDARD DRAWINGS".
SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY
ENGINEER BASED ON SUBGRADE CONDITIONS AT
SITE. SEE DRAWING S-14 FOR SUBGRADE
PARAMETERS FOR EACH TYPE OF FOUNDATION.
MANHOLE, TYP
CONCRETE PIER
SEE DWG U-14
AND NOTE 3
co
0
TYP
4. WHERE DUCTILE IRON PIPE IS USED FOR CARRIER
PIPE, DUCTILE IRON CARRIER PIPE SHALL BE
INSTALLED UTILIZING 2 PIPE ALIGNMENT GUIDES
PER JOINT ONE FOURTH OF THE PIPE JOINT LENGTH
IN FROM BOTH THE BELL AND SPIGOT ENDS.
AERIAL PIPE CROSSING
TYPICAL PLAN
2'-0"
2'-0"
SECTION
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
SEE DWG S-39
PIPE JOINT, TYP
DIP CARRIER PIPE
EXISTING GRADE
STEEL CASING PIPE
RJ DIP CARRIER PIPE
STANDARD
MANHOLE
3/4" STAINLESS STEEL
ANCHOR BOLTS & STRAPS
a
PIPE SUPPORT,
SEA D .niG_ S-4 1
ELEVATION
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
DWG. NO.
S-13
REVISIONS
D.H.L.
DATE
6/16/08
REVISIONS DATE
AERIAL PIPE CROSSING
/iTYPICAL PIPE SECTION & ELEVATION
GENERAL NOTES:
1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE
APPROPRIATE SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS
NOTED OTHERWISE HEREIN.
2.
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND
WELDED RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING
SEGMENTS AND RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE)
SHALL CONFORM TO ANSI B18.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX -RING
OR LOK-RING TYPE JOINTS AS MANUFACTURED BY AMERICAN CAST IRON PIPE CO.; TR
FLEX AS MANUFACTURED BY US PIPE, SUPER -LOCK AS MANUFACTURED BY CLOW,
3. BOLT-LOK OR SNAP-LOK AS MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR EQUAL.
4.
5.
6.
7.
CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
NOMINAL SLUMP = 4 INCHES
WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX)
AIR CONTENT = 6% * 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE
AGGREGATES AND AIR. CEMENT SHALL BE TYPE I/II OR II IN ACCORDANCE WITH ASTM
C-150. MATERIAL REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL
CONFORM TO ASTM C-33. COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN
APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT
BY WEIGHT UP TO 25%.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4".
CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND
SHALL BE PLACED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING
REINFORCING BARS" (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING
INSTITUTE. SPLICES SHALL BE CLASS 'B' CONFORMING TO THE PROVISIONS OF ACI 318 -
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100%
VIRGIN NEOPRENE, WITH DUROMETER HARDNESS = 50.
PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN
AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING
OF 30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED
SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED
WHEREBY THE HEAD OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER,
PILES SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE
METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA
STATE BUILDING CODE. WHERE PILES ARE EXPOSED, PILES SHALL BE PAINTED AND/OR
COATED IN ACCORDANCE WITH THE CITY SPECIFICATIONS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
GENERAL NOTES
DWG. NO.
5-10
REVISIONS
D.H.L.
DATE
6/16/08
REVISIONS
DATE
VARIES
2'-0"
6'-0"
MAXIMUM PIPE SPAN
TYP
cn
N
0
cn
m m
m
0)
0
0
NOI1VA313 3dld ONISVO 13315
DNISSOHO 3dld 1VIH3V
S3lll1llfl Of9ld 3O 1N3W1HVd3a
H O 131V2I dO Al l0
MIN
4'-0"
TYP
3/4" STAINLESS STEEL
ANCHOR BOLTS &
STRAPS
PILE SUPPORTED PIER
SEE DWG S-16
AND NOTE 3
SEE ATTACHED TABLE
CREEK CHANNEL
-'0- OR FLOOD PLAIN -
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CASING
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.)
ALLOWABLE
SPAN
(FT.)
6
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
50
12
20
0.3750
50
14
24
0.3750
55
16
26
0.3750
55
18
30
0.3750
60
20
32
0.3750
60
24
36
0.4375
65
30
42
0.4375
65
36
48
0.500
65
42
56
0.5000
65
CLASS I
RIP -RAP SLOPE
PROTECTION, TYP
STEEL CASING PIPE
3'-0" MIN FROM
BOTTOM OF CREEK
OR FLOOD PLAIN
3/4" STAINLESS STEEL
ANCHOR BOLTS & STRAPS
AL
MANHOLE, TYP
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
CONCRETE PIER
SEE DWG S-14
NOTES:
1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR
SMOOTH WALL SEAMLESS WITH A MINIMUM YIELD
STRENGTH OF 35,000 PSI. PAINTING AND LINING SHALL
BE AS REQUIRED BY THE CITY OF RALEIGH PUBLIC
UTILITIES HANDBOOK.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO
SPIDERS AT EVERY JOINT WITHIN THE CASING PIPE
USING APPROVED PIPE ALIGNMENT GUIDE. SEE
DRAWING S-39. ALL JOINTS SHALL BE RESTRAINED
JOINT. SEE NOTE 2, DWG S-10.
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY
ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE.
SEE DRAWING S-14 FOR SUBGRADE PARAMETERS FOR
EACH TYPE OF FOUNDATION. SEE DRAWING S-19 FOR
SUPPORTS PLACED WITHIN STREAM.
4. BOTTOM OF PIPE TO BE AT A MINIMUM OF 1' ABOVE
THE 25 YEAR FLOOD ELEVATION.
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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APPROVED: DLC
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PROJECT NO.
404750
D-07
SHEET
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#3 STIRRUP
BELOW PIPE
(BEYOND)
HP12x53
STEEL PILE
**2-1/4"x3" STRAPS WITH
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
1/4"x6" NEOPRENE
PAD ADHERED TO
SADDLE
** 3/4"
ANCHOR BOLTS
ASTM A307
OR A36
0
Co
HP 12x53
STEEL PILE
FOR PILE SPLICE,
SEE DWG S-19
WIDTH OF PILE CAP
CASING PIPE
DIAMETER
(IN.)
TOTAL
WIDTH
"A" (FT.)
PILE
SPACING
"B" (FT.)
< 36
6'-0"
3'-0"
38-42
6'-6"
3'-6"
45-51
7'-3"
4'-3"
54-60
8'-0"
5'-0"
NOTES:
SNUG FIT
#3 STIRRUPS
@6", TYP
4-#4, TYP
4-#4
4-#7
#3 CIRCULAR
12 HOOPS, TYP
1 PILE 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.
2. 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.
**3. ANCHOR BOLTS AND STRAPS SHALL BE STAINLESS STEEL.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
PILE CAP DETAIL
DWG. NO.
S-15
REVISIONS DATE
REVISIONS
DATE
D.H.L.
6/16/08
AERIAL PIPE CROSSING
PILE CAP DETAIL
SEE NOTE 4
FOR BAR SIZE
AND SPACING
D
1/4"x3" STAINLESS STEEL STRAP WITH
1/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
1/4"x6" NEOPRENE PAD
ADHERED TO SADDLE
CASING
PIPE DIA.
"D" (IN.)
"H"
(FT.)
THICKNESS
"A" (IN.)
PIER
WIDTH
"B" (FT.)
FOOTING
LENGTH
"C" (FT.)
FOOTING
WIDTH
"D" (FT.)
6-12
< 6
12
2'-4"
5'-6"
3'-0"
8
12
2'-4"
6'-3"
3'-0"
10
12
2'-4"
6'-8"
3'-0"
12
12
2'-4"
7'-2"
3'-0"
14-20
< 6
12
3'-0"
8'-0"
3'-0"
8
12
3'-0"
9'-0"
3'-0"
10
12
3'-0"
9'-10"
3'-0"
12
14
3'-0"
10'-6"
3'-0"
22-28
< 6
14
3'-8"
8'-9"
4'-0"
8
14
3'-8"
10'-0"
4'-0"
10
14
3'-8"
11'-0"
4'-0"
12
14
3'-8"
11'-10"
4'-0"
30-36
< 6
18
4'-4"
9'-0"
4'-0"
8
18
4'-4"
10'-6"
4'-0"
10
18
4'-4"
11'-6"
4'-0"
12
18
4'-4"
12'-4"
4'-0"
38-48
< 6
18
5'-4"
9'-6"
5'-0"
8
18
5'-4"
11'-0"
5'-0"
10
18
5'-4"
12'-0"
5'-0"
12
18
5'-4"
12'-10"
5'-0"
51-56
< 6
18
6-4"
9'-10"
5-0"
8
18
6-4"
11'-4"
5'-0"
10
18
6-4"
1 Z-4"
5-0"
12
18
6-4"
13'-2"
5-0"
120°
SNUG FIT
�3/4" 0 STAINLESS
STEELANCHOR
BOLTS, ASTM A307
r_.
NOTES:
OR A36
SEE NOTE 4
FOR BAR SIZE
AND SPACING
C
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
MAXIMUM SUPPORT HEIGHT (H) = 12'-0"
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S-15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. SEE DRAWING S-17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S-19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
DWG. NO.
S-14
REVISIONS DATE
REVISIONS DATE
D.H.L.
6/16/08
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8"x4" STEEL
PLATE, TYP
g/8" A325 BOLT
CASING PIPE
3/1
1" RAD ON ALL CORNERS
NOTE:
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.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
PIPE ALIGNMENT GUIDE
DWG. NO. REVISIONS
S-39 RRH
A.B.B.
DATE REVISIONS
3-31-00
4-16-04
DATE
PIPE ALIGNMENT GUIDE
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
404750
D-08
SHEET
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
will not dislodge the soil. Use one of the
Stabilize
techniques
the ground sufficiently so that rain
in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, 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 Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. 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 the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. 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, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from 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 or
provide 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 if
containers 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 WASTE
1. 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 surface
waters 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 from
construction sites.
PORTABLE TOILETS
1. 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 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot 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 replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five 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 accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
CONCRETE
VVASHOUT
••••A
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
1:1
SIDE SLOPE
(TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOVV FILTRATION
SOIL BERM
10 MIL
PLASTIC SANDBAGS (TYP.)
LINING OR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE VVASHOUT STRUCTURES SHALL BE
MAINTAINED VVHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE VVASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED VVITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
i
CONCRETE
VVASHOUT
10'
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SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP.)
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOVV FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE VVASHOUT STRUCTURES
SHALL BE MAINTAINED VVHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY VVITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE VVASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state
solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place
the mixer and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an alternate
method or product is to be used, contact your approval authority for review and approval. If
local standard details are not available, use one of the two types of temporary concrete
washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections.
Stormwater accumulated within the washout may not be pumped into or discharged to the
storm drain system or receiving surface waters. Liquid waste must be pumped out and removed
from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can 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 receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in
front of the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits. Post
signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow
events. Replace the tarp, sand bags or other temporary structural components when no longer
functional. When utilizing alternative or proprietary products, follow manufacturer's
instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal
of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in
accordance with label restrictions.
2. Store herbicides,pesticides and rodenticides in their original
containers with the label, which lists directions for use,
ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas
where flooding is possible or where they may spill or leak into
wells, stormwater drains, ground water or surface water. If a
spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
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REVISIONS AND RECORD OF USE
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DETAILED: FLL
CHECKED: DLC
APPROVED: WPS
DATE: FEBRUARY 2021
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-09
SHEET
18 OF 20 �'

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SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be documented in the manner
1.
site
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC Plan.
Initial and date each E&SC Measure on a copy
of the approved E&SC Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC Measures.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
and available for agency 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 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees 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).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
substances per Item
location of the spill or release.
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
may endanger
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
BY ICHKIAF)
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DATE: FEBRUARY 2021
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PROJECT NO.
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200' 100'
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W20 3
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NOTE USE SIGN R11 4 IF
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ROAD CLOSURE
W20-3
48" X 48"
SP-4L
42" X 12"
NEXT LEFT
DETOUR
AHEAD
W20 2
48" X 48"
ROAD CLOSED
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ROAD
CLOSED
AHEAD
W20 3
48" X 48"
NEXT R GHT
42"X12"
R11 4
60" X 30"
NOTE PLACE WING BARRIACADES WITH R11 3
SIGN AT THROUGH SIDE ROADS BETWEEN
THE DETOUR POINT AND THE POINT OF
CLOSURE
R11 3
GO" X 30"
ROAD CLOSED
XX M LES AHEAD
LOCAL YRAFF C ONLY
M4 10R(SHOWN)
OR M4 10L
LI 48" X 18"
TYPE III WING BARRICADES
1/2 MILE±
ROAD
CLOSED
AHEAD
W20-3
48" X 48"
ROAD
CLOSED
1000 FT
W20 3
48" X 8"
500'±
ROAD
CLOSED
500 FT
W20 3
48" X 48'4
GENERAL NOTES
1. IF NECESSARY USE THIS RSD. FOR 2-LANE, 2-WAY, AND MULTILANE DIVIDED AND UNDIVIDED ROADWAYS.
2. INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY NECESSARY MODIFICATIONS TO
EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FORCES) UNLESS OTHERWISE DESIGNATED
IN THE PLANS. PROVIDE A MINIMUM 30 CALENDAR DAY NOTICE TO STATE FORCES BEFORE A ROADWAY IS CLOSED TO TRAFFIC SUCH THAT
THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL,
SCHOOLS, OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.
3. INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE SIGNS WHEN OPENING THE
ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND BARRICADES WITHIN THE SAME CALENDAR DAY.
4. USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN R11-4 "ROAD CLOSED TO THRU TRAFFIC" IN
THE EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE DETOUR POINT.
5. DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD".
6. POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN
IN DETOURING.
7. USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN THREE DAYS, OR FOR EMERGENCIES.
TRAFFIC CONTROL NOTES:
1. THE DEVELOPMENT OF A TRAFFIC CONTROL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TRAFFIC CONTROL AROUND AND
THROUGH THE WORK ZONE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT
REQUIREMENTS. ANY UNFORESEEN CIRCUMSTANCES NOT COVERED ON THE DETAILS PROVIDED SHALL BE ADDRESSED BY THE
CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF MUTCD AND NCDOT.
2. ROAD CLOSURES PER DETAILS MAY BE IMPLEMENTED FOR THE FOLLOWING ROADS: BRAGG ST, MARTIN LUTHER KING BLVD, SOUTH
STATE ST, GREGG ST, HOLMES ST, GARNER RD. NO MORE THAN ONE CITY BLOCK MAY BE CLOSED AT ANY GIVEN TIME, LOCAL
TRAFFIC ACCESS TO ALL BUSINESS AND RESIDENTS SHALL REMAIN ACCESSIBLE AT ALL TIMES.
3. TRAFFIC CONTROL SHALL BE SET UP DAILY TO COVER THE EXTENT OF THE WORK EXPECTED TO BE COMPLETED IN THAT DAY. THE
LENGTH OF THE AREA WHERE WORK WILL IMPEDE TRAFFIC FLOW SHALL BE MINIMIZED SO AS TO REDUCE INCONVENIENCE AND
CONFLICTS. THE TRAFFIC CONTROL SHALL BE MANAGED TO ENSURE SMOOTH TRAFFIC FLOW, MAXIMUM ROADWAY CAPACITY AND
MINIMAL DELAYS.
4. THE CONTRACTOR SHALL CLOSE ONLY THOSE LANES (OR PORTIONS OF LANES) THAT MUST BE CLOSED, AND REOPEN THEM AS SOON AS
PRACTICABLE. LANES MAY ONLY BE CLOSED BETWEEN 9:00 AM AND 4:00 PM ON WEEKDAYS. THESE HOURS OF OPERATION MUST BE
STRICTLY ADHERED TO.
5. AVOID SITUATIONS REQUIRING SEVERE SPEED REDUCTIONS.
6. NOTIFY EMERGENCY ORGANIZATIONS (POLICE, FIRE, AND AMBULANCE SERVICES) BEFORE BEGINNING WORK. PRE -SELECT ALTERNATE
OR DETOUR ROUTES PRIOR TO BEGINNING WORK IN THE EVENT AN ACCIDENT OR OTHER EMERGENCY NECESSITATES COMPLETE CLOSURE
OF THE STREET TO TRAFFIC. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY IN PASSING THROUGH WORK ZONE.
7. ACCESS TO ALL DRIVEWAYS, INTERSECTIONS, AND FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.
8. THE CONTRACTOR SHALL PROVIDE A BUFFER SPACE BETWEEN TRAFFIC AND THE WORK AREA. SAFE ACCESS FOR ALL RESIDENCES AND
BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. SAFETY OF THE WORKERS IN THE WORK ZONE SHALL BE IN ACCORDANCE WITH
CURRENT SAFETY AND HEALTH REGULATIONS (OSHA) AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.
9. ALL EXISTING DRIVEWAYS AND INTERSECTIONS SHALL REMAIN PASSABLE AT ALL TIMES.
10. ANY WORK NOT COMPLETED DURING THE DAY THAT MAY IMPEDE TRAFFIC DURING NON -WORKING HOURS MAY NEED SPECIAL ATTENTION
AS REQUIRED BY THE MUTCD. THIS SITUATION SHALL BE AVOIDED IF AT ALL POSSIBLE. PAY PARTICULAR ATTENTION TO
REQUIRED BARRICADES AND LIGHTED BARRICADES.
11. ANY MEMBER OF THE WORK CREW WHO SERVES AS A FLAGGER SHALL BE TRAINED FOR PROPER FLAGGING TECHNIQUES. ONE MEMBER OF
THE WORK CREW SHOULD BE DESIGNATED AS THE TRAFFIC CONTROL SUPERVISOR AND HAVE KNOWLEDGE OF THE PROCEDURES AND
REGULATIONS AS OUTLINED IN THE MUTCD AND BE AVAILABLE TO ADDRESS ANY QUESTIONS THAT SHOULD ARISE.
12. ALL EXISTING DRIVEWAYS, PAVING, CURB, UTILITIES, MAILBOXES, DRAINAGE PIPES AND STRUCTURES, SIGNS, ETC. SHALL BE
RESTORED TO ORIGINAL CONDITION, OR BETTER, BY THE END OF EACH WORK DAY, INCLUDING APPROACH FOR MAIL CARRIERS TO
MAILBOXES.
13. NO WORK SHALL BEGIN UNTIL ALL REQUIRED SIGNS, BARRICADES, WARNING AND/OR CHANNELING DEVICES ARE IN PLACE.
14. CONTRACTOR TO COORDINATE CLOSURE WITH ANY ADJACENT CONSTRUCTION PROJECT TO ENSURE NO CONFLICTS WITH DETOUR ROUTES.
R11-2
48"X30"
ROAD
CLOSED
TYPE III BARRICADE(S)
R11-4
60"X30"
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
M4-10R
48"X18"
TYPE III BARRICADE
R11-2
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SHEET 1 OF 9
1101.03
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.
The approval of this electronic document is only valid if the document
has not been modified and the digital signature below is valid.
City of Raleigh
Development Approval:
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4704
Authorization to Construct
See Digital Signature
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 Public Works 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 the Jobsite, 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.
ISSUED FOR CONSTRUCTION
BY ICHKIAPJ
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APPROVED: WPS
DATE: FEBRUARY 2021
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
404750
D-11
SHEET
20 OF 20

B 1: Zone 1 Temporary Impact
B 1: Zone 2 Temporart Impact:
[CAROLINA
VECOSYSTEMS
March 2021
Feet
0 20 40
Pipe Centerline Zone
rLimits of Disturbance Zone
-2' Contours ^Zone
Tree Line Survey Zone
+Stream Zone
Zone
1 Riparian Buffer
2 Riparian Buffer
1 Riparian Buffer Impact
2 Riparian Buffer Impact
1 Permanent Impact
2 Permanent Impact
South State Street
Sewer Improvements
Wake County, NC
Riparian Buffer Impacts
Impact Area 1 of 7

Impacts Site
Impact4Site 2
B2: Tem.orary Zone 2 ImpaI t: 961 square feet
OCAROI_INA
V ECOSYSTEMS
March 2021
Feet
0 20 40
1
1
Pipe Centerline Zone 1
rLimits of Disturbance Zone 2
-2' Contours ^Zone 1
Tree Line Survey Zone 2
+Stream Zone 1
Zone 2
Riparian Buffer
Riparian Buffer
Riparian Buffer Impact
Riparian Buffer Impact
Permanent Impact
Permanent Impact
South State Street
Sewer Improvements
Wake County, NC
Riparian Buffer Impacts
Impact Area 2 of 7

B 4 Impact tota s s ' own on next pale
I
OCAROI_INA
V ECOSYSTEMS
March 2021
Feet
0 20 40
B3: Permanent Zone 2 Impact: 100 square feet
B3: Temporary Zone 1 Impact: 5,448 square feet
B3: Temporary ne 2 Impact: 3,048 square feet
Pipe Centerline Zone 1 Riparian Buffer
rLimits of Disturbance Zone 2 Riparian Buffer
-2' Contours ^Zone 1 Riparian Buffer Impact
Tree Line Survey Zone 2 Riparian Buffer Impact
+Stream Zone 1 Permanent Impact
Zone 2 Permanent Impact
South State Street
Sewer Improvements
Wake County, NC
Riparian Buffer Impacts
Impact Area 3 of 7

B4: Permanent Zone 2 Impacts: 3,027 square feet
B4: Temporary Zone 1 Impacts: 1,989 square feet
B4: Temporary Zone 2 Impacts: 5,815 square feet
OGAROLINA
V ECOSYSTEMS
March 2021
Feet
0 20 40
Pipe Centerline Zone 1 Riparian Buffer
rLimits of Disturbance Zone 2 Riparian Buffer
-2' Contours ^Zone 1 Riparian Buffer Impact
Tree Line Survey Zone 2 Riparian Buffer Impact
+Stream Zone 1 Permanent Impact
Zone 2 Permanent Impact
•
South State Street
Sewer Improvements
Wake County, NC
Riparian Buffer Impacts
Impact Area 4 of 7

Impact4Site 6
B5: Permanent Zone 2 Impact: 311 square feet
B5: Temporary Zone 1 Impact: 1,192 square feet
B5: Temporary Zone 2 Impact: 69 square feet
Impact4Site 5
r
OCAROLINA
V ECOSYSTEMS
March 2021
Feet
0 20 40
Pipe Centerline Zone 1 Riparian Buffer
rLimits of Disturbance Zone 2 Riparian Buffer
-2' Contours ^Zone 1 Riparian Buffer Impact
Tree Line Survey Zone 2 Riparian Buffer Impact
+Stream Zone 1 Permanent Impact
Zone 2 Permanent Impact
South State Street
Sewer Improvements
Wake County, NC
Riparian Buffer Impacts
Impact Area 5 of 7

Impact4Site
Impact Site 7
[1CAROI_INA
V ECOSYSTEMS
March 2021
B7: Permanent Zone 1 Impact: 1,694 square feet
B7: Permanent Zone 2 Impact: 862 square feet
B7: Temporary Zone 1 Impact: 1,994 square feet
B7: Temporary Zone 2 Impact: 2,023 square feet
B8: Temporary Zone 1 Impact: 172 square feet
B8: Temporary Zone 2 Impact: 937 square feet
B6: Permanent Zone 2 Impact: 650 square feet
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IPaC Information for Planning and Consultation u.s. Fish &Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood
and extent of effects a project may have on trust resources typically requires gathering additional
site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
office(s) with jurisdiction in the defined project area. Please read the introduction to each section that
follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional
information applicable to the trust resources addressed in that section.-N.
Location
Wake County, North Carolina
Local office
Raleigh Ecological Services Field Office
t. [phone]
la [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
te-•

Raleigh, NC 27606-1487

Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near the
project area. To fully determine any potential effects to species, additional site -specific and project -
specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local office and a species list which fulfills this requirement can only
be obtained by requesting an official species list from either the Regulatory Review section in IPaC
(see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an official species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species
1 and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and
Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information. IPaC only shows species that are regulated by USFWS (see FAQ).
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:

Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614
Amphibians
NAME
Neuse River Waterdog Necturus lewisi
Wherever found
There is proposed critical habitat for this species. The location of the
critical habitat is not available.
https://ecos.fws.gov/ecp/species/6772
Fishes
Endangered
STATUS
Proposed Threatened
co\O
li)14111.
NAME STATUS
Carolina Madtom Noturus furiosus Cent\... Proposed Endangered
Wherever found
There is proposed critical habitat for this species. The location of the
critical habitat is not available.
https://ecos.fws.gov/ecp/species/528 1/4.)11'
Clams
NAME
O'C
Atlantic Pigtoe Fusconaia masoni
Wherever found
There is proposed critical habitat for this species. The location of the
critical habitat is not available.
https://ecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/784
Flowering Plants
NAME
Michaux's Sumac Rhus michauxii
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/5217
STATUS
Proposed Threatened
Endangered
STATUS
Endangered

Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Vigratory birds
Certain birds are protected under the Migratory Bird Treaty Act
and the Bald and Golden Eagle Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Oft
Additional information can be found using the following links: 'I
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestanda rdconservationmeasures.pdf
joilk
The birds listed below are birds of particular concern either because they occur on the USFWS Birds
of Conservation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on
this list will be found in your project area. To see exact locations of where birders and the general
public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip:
enter your location, desired date range and a species on your list). For projects that occur off the
Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird
species on your list are available. Links to additional information about Atlantic Coast birds, and
other important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your project
area.
NAM E

BREEDING SEASON (IFA
BREEDING SEASON IS INDICATED
FOR A BIRD ON YOUR LIST, THE
BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN
THE TIMEFRAME SPECIFIED,
WHICH IS A VERY LIBERAL
ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS ACROSS
ITS ENTIRE RANGE. "BREEDS
ELSEWHERE" INDICATES THAT THE
BIRD DOES NOT LIKELY BREED IN
YOUR PROJECT AREA.)
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but
warrants attention because of the Eagle Act or for potential
susceptibilities in offshore areas from certain types of development
or activities.
https://ecos.fws.gov/ecp/species/1626
Breeds Sep 1 to Jul 31,\4444\
A \ 'Cie IN°\()
Blue -winged Warbler Vermivora pinus \pi, ,/ter Breeds May 1 to Jun 30
This is a Bird of Conservation Concern (BCC) only in particula€ Bir
im)Conservation Regions (BCRs) in the continental USA ,
Kentucky Warbler Oporornis formosus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Breeds Apr 20 to Aug 20
Breeds May 1 to Jul 31
Breeds Apr 1 to Jul 31
Breeds May 10 to Sep 10
Breeds elsewhere
Breeds May 10 to Aug 31

Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any
location year round. Implementation of these measures is particularly important when birds are most likely to occur
in the project area. When birds may be breeding in the area, identifying the locations of any active nests and
avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur
and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species
present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that
may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network
(AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried
and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects,
and that have been identified as warranting special attention because they are a BCC species in that area, an eagle
(Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not
representative of all birds that may occur in your project area. To get a list of all birds potentially present in your
project area, please visit the AKN Phenology Tool. CN.$)%
14
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring
in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian
Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science
datasets .
Probability of presence data is continuously being updated as new and better information becomes available. To
learn more about how the probability of presence graphs are produced and how to interpret them, go the
Probability of Presence Summary and then click on the "Tell me about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-
round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if
you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If
a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is
indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range
anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the
continental USA; and

3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of
the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from
certain types of development or activities (e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to
avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For
more information on conservation measures you can implement to help avoid and minimize migratory bird impacts
and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of
bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal
also offers data and information about other taxa besides birds that may be helpful to you in your project review.
Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS
Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year,
including migration. Models relying on survey data may not include this information. For additional information on
marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle
Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority
concern. To learn more about how your list is generated, and see options for identifying what other birds may be in
your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in
my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km
grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a
red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of
presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack
of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting
point for identifying what birds of concern have the potential to be in your project area, when they might be there,
and if they might be breeding (which means nests might be present). The list helps you know what to look for to
confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize
potential impacts from your project activities, should presence be confirmed. To learn more about conservation
measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to
migratory birds" at the bottom of your migratory bird trust resources page.

Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404
of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to update
our NWI data set. We recommend you verify these results with a site visit to determine the actual
extent of wetlands on site.
This location overlaps the following wetlands:
RIVERINE
R5UBH
A full description for each wetland code can be found at the National Wetlands Inventory website
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the
use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth verification work conducted.
Metadata should be consulted to determine the date of the source imagery used and any mapping problems.

Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and
the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the
geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities
involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or
local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such
activities.
O�'
Goc?'
i

DWR Pre -Filing Meeting Request Form
NORTH CA:iOLINA
6nvlronmerrtal Qualify
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Philip May
[e-mail]
City of Raleigh
South State Street Sewer Improvements
Wake
Street Address
3304 Lake Woodward Dr
Address Line 2
City State / Rovince / Region
Raleigh NC
Fbstal / Zip Code Country
27604 USA
Is this a transportation project?* r Yes c: No
Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes c: No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
Sewer replacement project in Raleigh. Prelim JD and Buffer Determination
requests have been submitted. Permit application preparation is underway
and anticipated in approximately 30 days. No special or unusual
circumstances on site requiring discussion ahead of time.
Please give a couple of dates you are available for a meeting.
11/9/2020
Please attach the documentation you would like to have the meeting about.
StateStSewer_Fig3_FeaturesMap.pdf
pdf only

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.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !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.
Signature *
Submittal Date 11/3/2020