20201265 Ver 1_Barwell Cover Letter _Combined_20210930

RALEIGH: 1 GLENWOOD AVENUE, SUITE 600, RALEIGH, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM

September 29, 2021

RE: Barwell Road Improvements from Rock Quarry Road to Berkeley Lake Road, including the
Realignment of Pearl Road, Raleigh, Wake County, NC

Dear Sir/Madam,

On behalf of the City of Raleigh, SEPI Inc. (SEPI) submits this Preconstruction Notification (PCN) form for
impacts to Waters of the U.S. associated with the proposed Barwell Road Improvement Project. The purpose
of this letter is to request approval for a Section 404 Nationwide Permit 14 and corresponding Section 401
General Water Quality Certification (No. 4135). The following is intended to summarize information provided
in the corresponding PCN and assist you in your review. In addition to this cover letter, the following has
been included to assist your review:

• Attachment A –Preliminary Jurisdictional Determination & Riparian Buffer Determination
• Attachment B– Project Impact Maps
• Attachment C– Project Design Drawings

Purpose and Need
The purpose of the project is to improve safety and mobility for all users along the corridor. The goal is to
make Barwell Road safe, convenient, and comfortable for all modes of transportation. Improved safety and
mobility for pedestrians, bicyclists and motorists will be achieved with the installation of designated turn
lanes, sidewalks and bicycle lanes on Barwell Road. The project will also result in improved connectivity for
pedestrian, bicycle and vehicular traffic.
Currently, land use along the corridor is primarily residential homes, in addition to Barwell Road Elementary
School and Community Center and a City of Raleigh Fire Station. The current roadway lacks any bicycle or
pedestrian lanes. Several subdivision entrances are located along the corridor.
The proposed improvements to Barwell Road from Rock Quarry Road to Berkeley Lake Road, including the
realignment of Pearl Road to align with Barwell Road, is part of the City’s Capital Improvement Plan (CIP).

2

Project Description
Land uses within the approximate 85-acres project study area consists primarily of Rock Quarry, Barwell and
Pearl roadways as well as the maintained and disturbed areas along the road rights-of-way. Adjacent
development within the corridor includes single family residential homes, City of Raleigh fire station, Barwell
Road Elementary School entrance and City of Raleigh sewer easement.
The proposed project includes improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road,
including the realignment of Pearl Road. Improvements to the road include designated two-way left turn
lanes; sidewalks; multi-use-path; transit improvements; and realignment of the Pearl Road intersection.

Resource Status
Water resources in the study area are part of the Upper Neuse River basin [U.S. Geological Survey (USGS)
Hydrologic Unit Code 03020201]. All surface water in the project study area flow to Big Branch. Streams in
the project area are subject to State’s Neuse Riparian Buffer rules. One perennial stream and one
jurisdictional wetland occur within the project study area.

Regulatory Approvals
Environmental due diligence for the project study area has been completed and a Preliminary Jurisdictional
Determination was submitted to the U.S. Army Corps of Engineers April 16, 2019. A desktop review was
performed by Ross Sullivan, USACE Wilmington District - Raleigh Field Office. A copy of the Preliminary
Jurisdictional Determination package and correspondence with USACE is included in Attachment B.
A Riparian Buffer Determination was received for the project on April 26, 2019, as provided in Attachment
B. Based on findings, SA, within the project study area, is buffered from the upstream culvert at Rock Quarry
Road.
Federally Protected Species
As of June 17, 2021, the United States Fish and Wildlife Service (USFWS) lists nine federally protected species
for Wake County (Table 1).
Table 1. Federally protected species listed for Wake County.
Scientific
Name Common Name Federal
Status
Habitat
Present
Biological
Conclusion
Haliaeetus leucocephalus Bald eagle BGPA N No Effect
Notropis mekistocholas Cape Fear
shiner
E N No Effect
Picoides borealis Red-cockaded
woodpecker
E N No Effect
Alasmidonta heterodon Dwarf
wedgemussel
E N No Effect

3

Scientific
Elliptio steinstansana Tar River
spinymussel
E N No Effect
Noturus furiosus Carolina
madtom
E N No Effect
Necturus lewisi Neuse River
Waterdog
T N No Effect
Elliptio lanceolata Yellow lance PT N No Effect

Rhus michauxii

Michaux’s
sumac E Y MA-NLAA
PT – Proposed Threatened
PE – Proposed Endangered
E- Endangered
MA-NLAA – May Affect, Not Likely to Adversely Affect

There is a known population of Michaux’s sumac approximately 1.0-miles to the northeast of project study
area on Barwell Road. Roadside habitats and adjacent woodlands within the study area were surveyed and
Michaux’s sumac was not found. However, since this project is within one mile of the project study area, the
project may affect, but is not likely to adversely affect this species. Biological conclusions rendered above are
based on these results.
Cultural Resources
Based on a review of the NC State Historic Preservation office HPOweb, no historical resources occur within
or adjacent to the project study area.
Impacts to Jurisdictional Resources and Mitigation Summary
Proposed permanent impacts to jurisdictional areas total 298.5 linear feet of permanent stream impacts and
0.02-acres of permanent wetland impacts resulting from the channel restoration, culvert installation and
new roadway alignment as well as the proposed sidewalk.
In addition, permanent impacts proposed to the riparian buffers total 23,151 square feet in the Zone 1 and
11.284 square feet in Zone 2.
Based on the amount and type of impacts, compensatory mitigation is required and will be purchased
through a private mitigation bank. Statement of availability letters have been obtained and copies are
included in the attached.

4

Please do not hesitate to contact Anna Reusche, PWS at [phone] or [e-mail] with any
questions or comments regarding the attached application.

Sincerely,

Anna Reusche, PWS
SEPI, Inc.

5

ATTACHMENT A

RALEIGH: 1 GLENWOOD AVENUE, SUITE 600, RALEIGH, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM

September 29, 2021

Lyle Phillips
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

Subject: Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and Realignment
of Pearl Road in Raleigh, NC.

Dear Mr. Philips,

This submittal serves as a preliminary jurisdictional determination (PJD) request for the subject project.

Project Location
The proposed project is located along Barwell Road from Rock Quarry Road to Berkley Lake Road in
Raleigh, North Carolina (Figure 1). The coordinates of 35.735747°, -78.550424° generally correspond to
the center of the site.

Project Site Description
The approximately 81.6-acre project study area consists of multiple homes, businesses, small forested
areas, municipal buildings, and a few open water features. Figure 2 depicts the potential wetland and
non-wetland waters of the US identified within the project study area. Figure 3 depicts the project study
area on the Garner, NC USGS Quadrangle (2016). Figure 4 depicts the soils in the project study area.
Figure 5 depicts the study area on a LiDAR map.

Jurisdictional Features
A delineation of jurisdictional features was conducted by SEPI Engineering and Construction (SEPI ). One
potentially jurisdictional stream (SA), one wetland feature (WA) were observed and flagged with
sequentially numbered flagging.

Please contact me if you have any questions regarding the information provided.

Sincerely,

Anna Reusche, PWS
SEPI Engineering

Attachments:
1. Figures
2. JD Request Form
3. PJD Request Form
4. NC DWQ Stream Identification Form ver 4.11DQG1&6$0
5. Wetland Data Forms

¯0 3,000 6,0001,500 Feet
Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and Realignment of Pearl Road
Wake County, Raleigh NC
Figure 1Project Vicinity
Project Vicinity
Legend
Barwell Road Study Area
B
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Ricker Rd
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T
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Brambleton A
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Royal Acres Rd
Barwell Park Dr
M
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W
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Laurel Glen DrLeamon Wright DrCane Garden DrForest Point Rd Cont
inen
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Wi
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Futura Ln
Wynmore Rd
A
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D
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Gamble Dr
Grandover DrIvybridge LnWeddington
Rd
Lakinsville Ln
Chehaw DrPaint Rock Ln
Potecasi DrBrandycrest Dr
Ladish Ln
Pine Barren LnBr
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P
l
Chasteal Trl
Griffis Glen DrBr
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P
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Arbaugh Ct
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D
r Asgar CtNeals Creek DrVolkswalk PlAthens Clark WayTallis CtGeary TrlPerkins Ridge RdDowse Cir
Dolle CtPearl Rd
Paint Rock Ln
This Exhibit is for planning purposes only andshown herein does not meet NC 47-30Requirements and therefore is not for design,construction, or recording or transfer of title. TheExhibit was compiled from available informationobtained from the sources listed below.Sources:NCDOT, NC OneMap, ESRI
September 2021
I0 500 1,000250
Feet
GRAPHIC SCALE Figure 2. Aerial Features Map
Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and realignment of Pearl Road
Wake County, Raleigh NC
Legend
Barwell Road Study Area
Potentially Jurisdictional Wetlands
Potentially Jurisdictional Streams
WA
SA
SA
WA
This Exhibit is for planning purposes only andshown herein does not meet NC 47-30Requirements and therefore is not for design,construction, or recording or transfer of title.The Exhibit was compiled from availableinformation obtained from the sources listedbelow.Sources:NCDOT, NC OneMap, ESRI
I0 500 1,000250
Feet
GRAPHIC SCALE Figure 3. USGS Topo Map
Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and realignment of Pearl Road
Wake County, Raleigh NC
Legend
Barwell Road Study Area
Potentially Jurisdictional Wetlands
Potentially Jurisdictional Streams
SA
SAWA
ApB2
ApB2
Me
LoC
DuC
LoB
ApB
DuC
ApC2
DuB
ApC2
LoC
ApC2
LoC
ApB2
LoC
ApB
LoC
LoC
Cn
ApC2 ApB
DuC
Cn
LoB
ApC2
ApC2
LoD
ApB2
ApC2
Me LoBLoC
ApC2
DuB
ApC2
ApC2
WkE
This Exhibit is for planning purposes only andshown herein does not meet NC 47-30Requirements and therefore is not for design,construction, or recording or transfer of title.The Exhibit was compiled from availableinformation obtained from the sources listedbelow.Sources:NCDOT, NC OneMap, ESRI
I0 500 1,000250
Feet
GRAPHIC SCALE Figure 4. Soils Map
Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and realignment of Pearl Road
Wake County, Raleigh NC
Legend
Barwell Road Study Area
Potentially Jurisdictional Wetlands
Potentially Jurisdictional Streams
Non-Hydric Soil
Hydric Soil
SA
WASA
This Exhibit is for planning purposes only andshown herein does not meet NC 47-30Requirements and therefore is not for design,construction, or recording or transfer of title.The Exhibit was compiled from availableinformation obtained from the sources listedbelow.Sources:NCDOT, NC OneMap, ESRI
I0 500 1,000250
Feet
GRAPHIC SCALE Figure 5. LiDAR Map
Improvements to Barwell Road from Rock Quarry Road to Berkley Lake Road and realignment of Pearl Road
Wake County, Raleigh NC
Legend
Barwell Road Study Area
Potentially Jurisdictional Wetlands
Potentially Jurisdictional Streams
Elevation (ft)
Value High : 300
Low : 100
Jurisdictional Determination Request
Version: May 2017
Page 1

This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELDOFFICES
US ArmyCorps of Engineers
151 Patton Avenue,Room 208
Asheville, North Carolina28801-5006
GeneralNumber: [phone]
Fax Number: [phone]
RALEIGHREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina27587
GeneralNumber: [phone]
Fax Number: [phone]
WASHINGTONREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
2407 West Fifth Street
Washington, North Carolina27889
GeneralNumber: [phone]
Fax Number: [phone]
WILMINGTONREGULATORYFIELDOFFICE
US ArmyCorps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
GeneralNumber:910-251-4633
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D – PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Propertyowner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Jurisdictional Determination Request
Version: May 2017
Page 2
A. PARCEL INFORMATION
Street Address: _______________________________________________
City, State: _______________________________________________
County:
Parcel Index Number(s) (PIN):
B. REQUESTORINFORMATION
Name:
Mailing Address:
_________________________________________
Telephone Number: _______________________________________
Electronic Mail Address: ____________________________________
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant
1
Interested Buyer or Under Contract to Purchase
Other, please explain. ________________________________________
__________________________________________________________
C. PROPERTY OWNER INFORMATION
2
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
_______________________________________________________________________________________________________________________
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Barwell Road
Raleigh, NC
Wake County
Anna Reusche,PWS
1 Glenwood Avenue,Suite 600
Raleigh, NC 27603
[phone]
[e-mail]
Sean Driskill, MSCE, P.E.
City of Raleigh; 222 West Hargett St.
Raleigh, NC 27601
919-996-4106
[e-mail]
✔
Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3,4
By signing below, I 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, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: ❑ Owner Q Authorized Agents
V/rS (Z'l`‘
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
° if there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017
Page 3

Jurisdictional Determination Request
Version: May 2017
Page 4

F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be “waters of the United States” or “navigable waters of the United States”on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional “waters of
the United States”. PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
“preliminary” in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional “waters of the United States” or “navigable waters of the United
States” are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other “affected
party” (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
Size of Property or Review Area acres.
The property boundary (or review area boundary) is clearly physically marked on the site.
81.6
✔
✔
Jurisdictional Determination Request
Version: May 2017
Page 5

H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude: ______________________
Longitude: ______________________
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
ƒNorth Arrow
ƒGraphical Scale
ƒBoundary of Review Area
ƒDate
ƒLocation of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
ƒJurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
ƒJurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
ƒIsolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non-jurisdictional (i.e.
“Isolated”, “No Significant Nexus”, or “Upland Feature”). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
ƒWetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
____________________________________________________________________________
6 Please refer to the guidance document titled “Survey Standards for Jurisdictional Determinations” to ensure that the
supplied map meets the necessary mapping standards.http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Jurisdiction/
35.735747
-78.550424✔
✔
Jurisdictional Determination Request
Version: May 2017
Page 6

Completed appropriate Jurisdictional Determination form
x PJDs,please complete a Preliminary Jurisdictional Determination Form7 and include the
Aquatic Resource Table
x AJDs, please complete an Approved Jurisdictional Determination Form
8
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
_____________________________________________________________________________
7 www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL_08-02_App_A_Prelim_JD_Form_fillable.pdf
8 Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose:The information thatyouprovide will beusedinevaluating your requestto determine
whether thereareany aquatic resources within the project areasubjecttofederaljurisdictionunder the regulatory
authorities referencedabove.
RoutineUses:Thisinformation maybeshared with the Departmentof Justice andotherfederal, state,and local
government agencies, and the public,andmaybe made available aspartof a public notice asrequired byfederal
law. Your nameandproperty location wherefederal jurisdiction is to bedetermined will beincluded in the
approved jurisdictional determination (AJD),which will bemade available tothe public on the District's website
andontheHeadquartersUSAGEwebsite.
Disclosure:Submission ofrequested information is voluntary; however, ifinformation is notprovided, the
requestforanAJDcannot beevaluatednorcananAJD be issued.
✔
✔
✔
✔
✔
✔
Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A.REPORT COMPLETION DATE FOR PJD:
B.NAME AND ADDRESS OF PERSON REQUESTING PJD:
C.DISTRICT OFFICE, FILE NAME, AND NUMBER:
D.PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: County/parish/borough: City:
Center coordinates of site (lat/long in degree decimal format):
Lat.:Long.:
Universal Transverse Mercator:
Name of nearest waterbody:
E.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH “MAY BE”SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non-wetland
waters)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e., Section
404 or Section 10/404)
SA 35.729554 -78.556943 719 non-wetland Section 401/404
WA 35.729757 -78.555061 0.11 wetland Section 401/404
Chris Sheats, Sepi Engineering, 1 Glenwood Ave, Suite 600, Raleigh, NC 27603
NC Wake Raleigh
35.735747 -78.550424
17S 720799 3956440
Big Branch (27-34-11) C; NSW
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring “pre-
construction notification” (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant’s acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit)or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there “may be” waters of the U.S. and/or that there “may be”navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Vicinity Map, Aerial Map, USGS Map, Soils Map, Lidar Map.
Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24000 GARNER, NC
ID Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
Wake County Soil Survey, 1970
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later iurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
1/IJ t (`►
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream Determination: Other:
e.g. Quad Name: Stream is at least intermittent if
•19 or perennial if •30

A. Geomorphology (Subtotal = ) Absent Weak Moderate Strong SCORE
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-Channel structure: ex. riffle-pool, step-pool, ripple-
pool sequence 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade controls 0 0.5 1 1.5
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a artificial ditches are not rated; see discussions in manual.
B. Hydrology (Subtotal = ) Absent Weak Moderate Strong SCORE
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaflitter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 1.5
C. Biology (Subtotal = )

Absent Weak Moderate Strong SCORE
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance) 0 1 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW=0.75; OBL=1.5 Other=0
*perennial stream may also be identified using other methods. See p.35 of manual.
Notes:

Bank Height (feet)
Bankfull Width (feet)
Water Depth (inches)
Channel Substrate
Velocity:
Clarity:
Sketch:

04/04/2019
32.75
Perennial
GARNER
13
8
11.7 5
3
1
2
1
3
0
0
0
1
0
2
1
1
0.5
2
0.5
3
3
3
1
1
0
0
1.5
1.5
0.75
Sand
Moderate
Clear
2
5
3-8
pea clams present
aquatic worms
3 larval salamanders
green algae along entire channel
water primrose
Barwell Road
35.729554
-78.556943
SA
WakeR. Quindlen, SEPI Engineering
3
NC SAM FIELD ASSESSMENT RESULTS
Accompanies User Manual Version 2.1
USACE AID #: NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same prope rty, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the “Notes/Sketch” section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1. Project name (if any): Barwell Road Improvements 2. Date of evaluation: 9/23/2021
3. Applicant/owner name: City of Raleigh 4. Assessor name/organization: Anna Reusche, SEPI
5. County: Wake 6. Nearest named water body
on USGS 7.5-minute quad: 7. River basin: Neuse
8. Site coordinates (decimal degrees, at lower end of assessment reach):
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): SA 10. Length of assessment reach evaluated (feet): 150
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 3 Unable to assess channel depth.
12. Channel width at top of bank (feet): 5 13. Is assessment reach a swamp steam? Yes No
14. Feature type: Perennial flow Intermittent flow Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: Mountains (M) Piedmont (P) Inner Coastal Plain (I) Outer Coastal Plain (O)
16. Estimated geomorphic
19 valley shape (skip for
Tidal Marsh Stream):
A B
(more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2) Size 2 (0.1 to < 0.5 mi2) Size 3 (0.5 to < 5 mi2) Size 4 (≥ 5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? Yes No If Yes, check all that apply to the assessment area.
Section 10 water Classified Trout Waters Water Supply Watershed (I II III IV V)
Essential Fish Habitat Primary Nursery Area High Quality Waters/Outstanding Resource Waters
Publicly owned property NCDWR Riparian buffer rule in effect Nutrient Sensitive Waters
Anadromous fish 303(d) List CAMA Area of Environmental Concern (AEC)
Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in “Notes/Sketch” section or attached? Yes No

1. Channel Water – assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2. Evidence of Flow Restriction – assessment reach metric
A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates , debris jams,
beaver dams).
B Not A
3. Feature Pattern – assessment reach metric
A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
B Not A
4. Feature Longitudinal Profile – assessment reach metric
A Majority of assessment reach has a substantially altered stream profile (examples: channel down-cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
B Not A
5. Signs of Active Instability – assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down-cutting (head-cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable

6. Streamside Area Interaction – streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
A A Little or no evidence of conditions that adversely affect reference interaction
B B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access , disruption of flood flows through streamside area , leaky
or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption
of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive
mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an
interstream divide
7. Water Quality Stressors – assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)
C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
D Odor (not including natural sulfide odors)
E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in “Notes/Sketch”
section.
F Livestock with access to stream or intertidal zone
G Excessive algae in stream or intertidal zone
H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc)
I Other: (explain in “Notes/Sketch” section)
J Little to no stressors
8. Recent Weather – watershed metric (skip for Tidal Marsh Streams)
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought.
A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
C No drought conditions
9. Large or Dangerous Stream – assessment reach metric
Yes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In-stream Habitat Types – assessment reach metric
10a. Yes No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
A Multiple aquatic macrophytes and aquatic mosses
(include liverworts, lichens, and algal mats)
B Multiple sticks and/or leaf packs and/or emergent
vegetation
C Multiple snags and logs (including lap trees)
D 5% undercut banks and/or root mats and/or roots
in banks extend to the normal wetted perimeter
E Little or no habitat
F 5% oysters or other natural hard bottoms
G Submerged aquatic vegetation
H Low-tide refugia (pools)
I Sand bottom
J 5% vertical bank along the marsh
K Little or no habitat

*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. Yes No Is assessment reach in a natural sand-bed stream? (skip for Coastal Plain streams)
11b. Bedform evaluated. Check the appropriate box(es).
A Riffle-run section (evaluate 11c)
B Pool-glide section (evaluate 11d)
C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach – whether or not submerged. Check
at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) = absent, Rare
(R) = present but < 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative percentages
should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 – 4096 mm)
Cobble (64 – 256 mm)
Gravel (2 – 64 mm)
Sand (.062 – 2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip-rap, concrete, etc.)
11d. Yes No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
Check for Tidal Marsh Streams Only
12. Aquatic Life – assessment reach metric (skip for Tidal Marsh Streams)
12a. Yes No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. No Water Other:
12b. Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that
apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to “individuals” for Size 1 and 2 streams and “taxa” for Size 3 and 4 streams.
Adult frogs
Aquatic reptiles
Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
Beetles
Caddisfly larvae (T)
Asian clam (Corbicula)
Crustacean (isopod/amphipod/crayfish/shrimp)
Damselfly and dragonfly larvae
Dipterans
Mayfly larvae (E)
Megaloptera (alderfly, fishfly, dobsonfly larvae)
Midges/mosquito larvae
Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
Mussels/Clams (not Corbicula)
Other fish
Salamanders/tadpoles
Snails
Stonefly larvae (P)
Tipulid larvae
Worms/leeches
13. Streamside Area Ground Surface Condition – streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff.
LB RB
A A Little or no alteration to water storage capacity over a majority of the streamside area
B B Moderate alteration to water storage capacity over a majority of the streamside area
C C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction,
livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage – streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
A A Majority of streamside area with depressions able to pond water ≥ 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence – streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal
wetted perimeter of assessment reach.
LB RB
Y Y Are wetlands present in the streamside area?
N N
16. Baseflow Contributors – assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
A Streams and/or springs (jurisdictional discharges)
B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
C Obstruction passing flow during low-flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir)
D Evidence of bank seepage or sweating (iron in water indicates seepage)
E Stream bed or bank soil reduced (dig through deposited sediment if present)
F None of the above
17. Baseflow Detractors – assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
C Urban stream (≥ 24% impervious surface for watershed)
D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach
E Assessment reach relocated to valley edge
F None of the above
18. Shading – assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider “leaf-on” condition.
A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
B Degraded (example: scattered trees)
C Stream shading is gone or largely absent
19. Buffer Width – streamside area metric (skip for Tidal Marsh Streams)
Consider “vegetated buffer” and “wooded buffer” separately for left bank (LB) and right bank (RB) starting at the top of bank out
to the first break.
Vegetated Wooded
LB RB LB RB
A A A A ≥ 100 feet wide or extends to the edge of the watershed
B B B B From 50 to < 100 feet wide
C C C C From 30 to < 50 feet wide
D D D D From 10 to < 30 feet wide
E E E E < 10 feet wide or no trees
20. Buffer Structure – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 (“Vegetated” Buffer Width).
LB RB
A A Mature forest
B B Non-mature woody vegetation or modified vegetation structure
C C Herbaceous vegetation with or without a strip of trees < 10 feet wide
D D Maintained shrubs
E E Little or no vegetation
21. Buffer Stressors – streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is
within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
A A A A A A Row crops
B B B B B B Maintained turf
C C C C C C Pasture (no livestock)/commercial horticulture
D D D D D D Pasture (active livestock use)
22. Stem Density – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 (“Wooded” Buffer Width).
LB RB
A A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer – streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide.
LB RB
A A The total length of buffer breaks is < 25 percent.
B B The total length of buffer breaks is between 25 and 50 percent.
C C The total length of buffer breaks is > 50 percent.
24. Vegetative Composition – streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contribute s to
assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species,
with non-native invasive species absent or sparse.
B B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
C C Vegetation is severely disturbed in terms of species diversity or proport ions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single spec ies or no vegetation.
25. Conductivity – assessment reach metric (skip for all Coastal Plain streams)
25a. Yes No Was conductivity measurement recorded?
If No, select one of the following reasons. No Water Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
A < 46 B 46 to < 67 C 67 to < 79 D 79 to < 230 E ≥ 230

Notes/Sketch:
Buffer is comprised of ealy successional and invasives. Stream was observed to be significantly incised.

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1

Stream Site Name Barwell Road Improvements Date of Assessment 9/23/2021
Stream Category Pa1 Assessor Name/Organization Anna Reusche, SEPI

Notes of Field Assessment Form (Y/N) YES
Presence of regulatory considerations (Y/N) NO
Additional stream information/supplementary measurements included (Y/N) YES
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Perennial

Function Class Rating Summary
USACE/
All Streams
NCDWR
Intermittent
(1) Hydrology LOW
(2) Baseflow MEDIUM
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access MEDIUM
(4) Wooded Riparian Buffer LOW
(4) Microtopography MEDIUM
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport LOW
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality LOW
(2) Baseflow MEDIUM
(2) Streamside Area Vegetation MEDIUM
(3) Upland Pollutant Filtration MEDIUM
(3) Thermoregulation MEDIUM
(2) Indicators of Stressors NO
(2) Aquatic Life Tolerance LOW
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In-stream Habitat LOW
(3) Baseflow MEDIUM
(3) Substrate LOW
(3) Stream Stability LOW
(3) In-stream Habitat LOW
(2) Stream-side Habitat LOW
(3) Stream-side Habitat LOW
(3) Thermoregulation MEDIUM
(2) Tidal Marsh In-stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In-stream Habitat NA
(2) Intertidal Zone NA
Overall LOW

Are climatic/hydrologic conditions on the site typical for this time of year?
WA-UP-01
04-Apr-19
2.0%
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Lat.:
Hydric Soil Present?
Sampling Point:
Summary of Findings - Attach site map showing sampling point locations, transects, important features, etc.
State:
°Landform (hillslope, terrace, etc.):
T
(If no, explain in Remarks.)
Are Vegetation
Are "Normal Circumstances" present?
Datum:
naturally problematic?
Hydrophytic Vegetation Present?
Remarks:
R
Are Vegetation
Long.:
significantly disturbed?
Local relief (concave, convex, none):Slope:
Investigator(s):
(If needed, explain any answers in Remarks.)
City/County:
, Soil
/
Soil Map Unit Name:
, or Hydrology
, Soil , or Hydrology
NWI classification:
Subregion (LRR or MLRA):
Project/Site:
Wetland Hydrology Present?
Section, Township, Range: S
Is the Sampled Area
within a Wetland?
Applicant/Owner:
Sampling Date:
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Barwell Road
City of Raleigh
R. Quindlen, C. Sheats
Slope
LRR P
Raleigh / Wake County
NC

-78.55506135.729757
Me - Mantachie soils None
NAD83

convex
Upland located on slight upslope of concave wetland.
Eastern Mountains and Piedmont - Version 2.0 US Army Corps of Engineers
1.1
Yes No
Yes No
Yes No
Yes No
Hydrology
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift deposits (B3)
Algal Mat or Crust (B4)
Water-Stained Leaves (B9)
Dry Season Water Table (C2)
True Aquatic Plants (B14)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Other (Explain in Remarks)
Drainage Patterns (B10)
Aquatic Fauna (B13)
Saturation Visible on Aerial Imagery (C9)
Crayfish Burrows (C8)
Moss Trim Lines (B16)
Primary Indicators (minimum of one required; check all that apply)
Wetland Hydrology Indicators:
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Depth (inches):
Depth (inches):
Depth (inches):Wetland Hydrology Present?
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Secondary Indicators (minimum of two required)
Iron Deposits (B5)
Surface Soil Cracks (B6)
Stunted or Stressed Plants (D1)
Inundation Visible on Aerial Imagery (B7)
Sparsely Vegetated Concave Surface (B8)
Thin Muck Surface (C7)
Shallow Aquitard (D3)
FAC-neutral Test (D5)
Geomorphic Position (D2)
Microtopographic Relief (D4)
Hydrology does not meet wetland criteria.
Heavy canopy layer, sparse understory. Does not meet wetland vegetation criteria.
85
5
5
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Yes No
087.6%FACU
5.2%FAC
15.2%FAC
2.1%FAC
0.0%
97
0.0%
0.0%
0.0%
0 0
0.0%
0 0
0.0%
12 36
85 340
0
0 0
0.0%
97 376
0.0%
3.876
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0
0.0%
0.0%
0
0 0.0%
Eastern Mountains and Piedmont - Version 2.0
Woody Vine Stratum
(B)
= Total Cover
= Total Cover
Prevalence Index is ≤3.0
= Total Cover
Hydrophytic
Vegetation
Present?
US Army Corps of Engineers
Dominance Test worksheet:
Total Number of Dominant
Species Across All Strata:
Prevalence Index worksheet:
Prevalence Index = B/A =
(A/B)
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Problematic Hydrophytic Vegetation 1 (Explain)
Herb Stratum
= Total Cover
Number of Dominant Species
That are OBL, FACW, or FAC:
Hydrophytic Vegetation Indicators:
Remarks: (Include photo numbers here or on a separate sheet.)
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
x 1 =
x 2 =
x 3 =
x 4 =
x 5 =
(A)
(A)
Percent of dominant Species
That Are OBL, FACW, or FAC:
Total % Cover of: Multiply by:
(B)
Tree Stratum
Shrub Stratum
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
Dominance Test is > 50%
0
0
0
0
0
0.0%
0.0%
0.0%
0.0%
0.0%
0
0
0
0
0
0.0%
0.0%
0.0%
0.0%
0
0.0%
= Total Cover
Sapling-Sapling/Shrub Stratum
1.
0
0
0.0%
0.0%
0
0
0.0%
0.0%
0
0
0.0%
0.0%
Definition of Vegetation Strata:
Tree - Woody plants, excluding woody vines, approximately 20
ft (6 m) or more in height and 3 in. (7.6 cm) or larger in
diameter at breast height (DBH).
Sapling stratum – Consists of woody plants, excluding woody
vines, approximately 20 ft (6 m) or more in height and less than
3 in. (7.6 cm) DBH.
Shrub stratum – Consists of woody plants, excluding woody
vines, approximately 3 to 20 ft (1 to 6 m) in height.
Herb stratum – Consists of all herbaceous (non-woody) plants,
including herbaceous vines, regardless of size, and woody
species, except woody vines, less than approximately 3 ft (1 m)
in height.
Woody vines – Consists of all woody vines, regardless of
height.
WA-UP-01Sampling Point:
)
)
)
)
)
Morphological Adaptations 1 (Provide supporting
data in Remarks or on a separate sheet)
Rapid Test for Hydrophytic Vegetation
0 0.0%
0
0
0.0%
0.0%
0 0.0%
VEGETATION (Five/Four Strata)- Use scientific names of plants.
0 0.0%
Tree stratum – Consists of woody plants, excluding vines, 3 in.
(7.6 cm) or more in diameter at breast height (DBH), regardless
of height.
Sapling/shrub stratum – Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb stratum – Consists of all herbaceous (non-woody) plants,
regardless of size, and all other plants less than 3.28 ft tall.
Woody vines – Consists of all woody vines greater than 3.28 ft
in height.
Four Vegetation Strata:
Five Vegetation Strata:
Liriodendron tulipifera
Ilex opaca
Carpinus caroliniana
Ulmus rubra
(Plot size:30' circular
(Plot size:30' circular
(Plot size:
(Plot size:30' circular
(Plot size:15' circular
Dominant
Species?
Rel.Strat.
Cover
Absolute
% Cover
Indicator
Status
1
1
1
1
2.
3.
4.
5.
6.
7.
8.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
1.
2.
3.
4.
5.
6.
7.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
1.
2.
3.
4.
5.
6.
WA-UP-01SoilSampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches) Color (moist) Color (moist)
Matrix Redox Features
%Loc²Texture RemarksType%
Yes No
Hydric Soil Indicators: Indicators for Problematic Hydric Soils :
Restrictive Layer (if observed):
Hydric Soil Present?
Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Muck Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Dark Surface (S7)
Stratified Layers (A5)
Polyvalue Below Surface (S8) (MLRA 147,148)
Redox Depressions (F8)
1
1
3
3
Thin Dark Surface (S9) (MLRA 147, 148)
Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains ²Location: PL=Pore Lining. M=Matrix
2 cm Muck (A10) (LRR N)
6-12+
0-6
10YR
10YR
5/6
4/4
85
100
10YR 5/8 15 C M
Loam
Sandy Loam
Soil does not meet wetland criteria.
Other (Explain in Remarks)
2 cm Muck (A10) (MLRA 147)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Coast Prairie Redox (A16)
(MLRA 147,148)
Red Parent Material (F21) (MLRA 127, 147)
Are climatic/hydrologic conditions on the site typical for this time of year?
WA-WET-01
04-Apr-19
5.0%
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Lat.:
Hydric Soil Present?
Sampling Point:
Summary of Findings - Attach site map showing sampling point locations, transects, important features, etc.
State:
°Landform (hillslope, terrace, etc.):
T
(If no, explain in Remarks.)
Are Vegetation
Are "Normal Circumstances" present?
Datum:
naturally problematic?
Hydrophytic Vegetation Present?
Remarks:
R
Are Vegetation
Long.:
significantly disturbed?
Local relief (concave, convex, none):Slope:
Investigator(s):
(If needed, explain any answers in Remarks.)
City/County:
, Soil
/
Soil Map Unit Name:
, or Hydrology
, Soil , or Hydrology
NWI classification:
Subregion (LRR or MLRA):
Project/Site:
Wetland Hydrology Present?
Section, Township, Range: S
Is the Sampled Area
within a Wetland?
Applicant/Owner:
Sampling Date:
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Barwell Road
City of Raleigh
R. Quindlen, C. Sheats
Channel (active)
LRR P
Raleigh / Wake County
NC
-78.55506135.729757
Me - Mantachie soils PFO
NAD83
concave
Wetland includes concave area surrounding the headwater stream SA's channel.
Eastern Mountains and Piedmont - Version 2.0 US Army Corps of Engineers
2.9
10
Yes No
Yes No
Yes No
Yes No
Hydrology
Surface Water (A1)
High Water Table (A2)
Saturation (A3)
Water Marks (B1)
Sediment Deposits (B2)
Drift deposits (B3)
Algal Mat or Crust (B4)
Water-Stained Leaves (B9)
Dry Season Water Table (C2)
True Aquatic Plants (B14)
Hydrogen Sulfide Odor (C1)
Oxidized Rhizospheres along Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Other (Explain in Remarks)
Drainage Patterns (B10)
Aquatic Fauna (B13)
Saturation Visible on Aerial Imagery (C9)
Crayfish Burrows (C8)
Moss Trim Lines (B16)
Primary Indicators (minimum of one required; check all that apply)
Wetland Hydrology Indicators:
Field Observations:
Surface Water Present?
Water Table Present?
Saturation Present?
(includes capillary fringe)
Depth (inches):
Depth (inches):
Depth (inches):Wetland Hydrology Present?
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Secondary Indicators (minimum of two required)
Iron Deposits (B5)
Surface Soil Cracks (B6)
Stunted or Stressed Plants (D1)
Inundation Visible on Aerial Imagery (B7)
Sparsely Vegetated Concave Surface (B8)
Thin Muck Surface (C7)
Shallow Aquitard (D3)
FAC-neutral Test (D5)
Geomorphic Position (D2)
Microtopographic Relief (D4)
Stream channel borders eastern side of wetland. Saturation of soil at 10", water-stained leaves, and oxidized rhizospheres present. Hydrology meets
wetland criteria.
Heavy herb layer. Slightly open canopy. Vegetation meets wetland criteria.
25
20
20
0
0
0
0
0
0
0
0
0
0
0
60
30
10
5
0
0
0
Yes No
738.5%FAC
30.8%FACW
730.8%FAC
0.0%
100.0%
65
0.0%
0.0%
0.0%
40 40
0.0%
25 50
0.0%
165 495
0 0
0
0 0
0.0%
230 585
0.0%
2.543
0.0%
0.0%
0.0%
57.1%FAC
28.6%OBL
9.5%OBL
4.8%FACW
0.0%
105
0.0%
0.0%
20
0 0.0%
Eastern Mountains and Piedmont - Version 2.0
Woody Vine Stratum
(B)
= Total Cover
= Total Cover
Prevalence Index is ≤3.0
= Total Cover
Hydrophytic
Vegetation
Present?
US Army Corps of Engineers
Dominance Test worksheet:
Total Number of Dominant
Species Across All Strata:
Prevalence Index worksheet:
Prevalence Index = B/A =
(A/B)
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Problematic Hydrophytic Vegetation 1 (Explain)
Herb Stratum
= Total Cover
Number of Dominant Species
That are OBL, FACW, or FAC:
Hydrophytic Vegetation Indicators:
Remarks: (Include photo numbers here or on a separate sheet.)
OBL species
FACW species
FAC species
FACU species
UPL species
Column Totals:
x 1 =
x 2 =
x 3 =
x 4 =
x 5 =
(A)
(A)
Percent of dominant Species
That Are OBL, FACW, or FAC:
Total % Cover of: Multiply by:
(B)
Tree Stratum
Shrub Stratum
*Indicator suffix = National status or professional decision assigned because Regional status not defined by FWS.
Dominance Test is > 50%
0
0
0
0
20
0.0%
0.0%
0.0%
0.0%
100.0%FAC
0
40
0
0
0
0.0%
100.0%FAC
0.0%
0.0%
40
0.0%
= Total Cover
Sapling-Sapling/Shrub Stratum
1.
0
0
0.0%
0.0%
0
0
0.0%
0.0%
0
0
0.0%
0.0%
Definition of Vegetation Strata:
Tree - Woody plants, excluding woody vines, approximately 20
ft (6 m) or more in height and 3 in. (7.6 cm) or larger in
diameter at breast height (DBH).
Sapling stratum – Consists of woody plants, excluding woody
vines, approximately 20 ft (6 m) or more in height and less than
3 in. (7.6 cm) DBH.
Shrub stratum – Consists of woody plants, excluding woody
vines, approximately 3 to 20 ft (1 to 6 m) in height.
Herb stratum – Consists of all herbaceous (non-woody) plants,
including herbaceous vines, regardless of size, and woody
species, except woody vines, less than approximately 3 ft (1 m)
in height.
Woody vines – Consists of all woody vines, regardless of
height.
WA-WET-01Sampling Point:
)
)
)
)
)
Morphological Adaptations 1 (Provide supporting
data in Remarks or on a separate sheet)
Rapid Test for Hydrophytic Vegetation
0 0.0%
0
0
0.0%
0.0%
0 0.0%
VEGETATION (Five/Four Strata)- Use scientific names of plants.
0 0.0%
Tree stratum – Consists of woody plants, excluding vines, 3 in.
(7.6 cm) or more in diameter at breast height (DBH), regardless
of height.
Sapling/shrub stratum – Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb stratum – Consists of all herbaceous (non-woody) plants,
regardless of size, and all other plants less than 3.28 ft tall.
Woody vines – Consists of all woody vines greater than 3.28 ft
in height.
Four Vegetation Strata:
Five Vegetation Strata:
Acer rubrum
Alnus serrulata
Liquidambar styraciflua
Ligustrum sinense
(Plot size:30' circular
(Plot size:30' circular
(Plot size:
(Plot size:30' circular
Microstegium vimineum
Woodwardia areolata
Juncus effusus
Sambucus nigra
(Plot size:15' circular
Gelsemium sempervirens
Dominant
Species?
Rel.Strat.
Cover
Absolute
% Cover
Indicator
Status
1
1
1
1
2.
3.
4.
5.
6.
7.
8.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
1.
2.
3.
4.
5.
6.
7.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
1.
2.
3.
4.
5.
6.
WA-WET-01SoilSampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches) Color (moist) Color (moist)
Matrix Redox Features
%Loc²Texture RemarksType%
Yes No
Hydric Soil Indicators: Indicators for Problematic Hydric Soils :
Restrictive Layer (if observed):
Hydric Soil Present?
Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Depleted Below Dark Surface (A11)
Thick Dark Surface (A12)
Sandy Muck Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Type:
Depth (inches):
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Dark Surface (S7)
Stratified Layers (A5)
Polyvalue Below Surface (S8) (MLRA 147,148)
Redox Depressions (F8)
1
1
3
3
Thin Dark Surface (S9) (MLRA 147, 148)
Iron-Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains ²Location: PL=Pore Lining. M=Matrix
2 cm Muck (A10) (LRR N)
6-14+
5-6
0-5
10YR
10YR
10YR
4/2
4/4
4/3
85
100
100
10YR 5/4 15 C PL
Loam
Sand
Loamy Sand
Concentrations also present within soil matrix. Meets wetland criteria.
Other (Explain in Remarks)
2 cm Muck (A10) (MLRA 147)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Coast Prairie Redox (A16)
(MLRA 147,148)
Red Parent Material (F21) (MLRA 127, 147)
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Sean Driskill, P.E
City of Raleigh
222 West Hargett Street
Raleigh, NC 27601
Sean.DriskilaRaleighNC.gov
NORTH CAROLINA
Environmental Quality
April 26, 2019
Subject: Buffer Determination Letter
RRO # 19-115
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
Project Name:
Address/Location:
Stream(s):
Barwell Road Improvements
Barwell Road, Raleigh
Big Branch
4/25/19
Staff: Gary Kreiser
Stream
Feature
E/UP(t)
Not Subjects�1
Subject
Start@
Stop@
Soil
Survey
USGS
Topo
SA
X
Upstream
culvert on
Rock Quarry
Rd
X
SB
X
X
SC
X
X
SD
X
X
SE
Not evaluated/outside study area
X
Pond
Not evaluated/outside study area
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present
(2) Refers to State riparian buffer rules on y. Stream, wetland, or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Wake County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
ND_EQ
O......e,Iomana,emt.M.l w+m V
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
r1AI1 ,llA Anne

Barwell Road Improvements
Wake County
4/26/19
Page 2 of 2
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be subject to the buffer
rules. There may be other streams located on the property that do not show up on the maps referenced above and are
therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject to
all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B,
and may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Gary Kreiser at [phone].
Sincerely,
Assistant Supervisor
Water Quality Regional Operations Center
cc: RRO DWR File Copy
Chris Sheats, SEPI Engineering, (electronic copy), CSheats(c�sepiinc.com
NOR( r k W
O.“tirl M EnMawanbl OYrI,.0/0°'
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
919.791.4200

Barwell Rd Improvements
Wake County, NC-DWR Project # 19-115
Pond Not Depicted on Soils Map
SD: Not Subject,
Not Present
SB: Not Subject
SE: Not Evaluated
SC: Not Subject
NRCS Soil Survey
Legend:
project boundary
:: Locations are approximate
and are provided for refer-
ence only ::
t

Barwell Rd Improvements
Wake County, NC-DWR Project # 19-115
II &Mb
•
Mk Mr
Not Depicted on USGS map
USGS Topographical Map
Legend:
-Project boundary
:: Locations are approximate
and are provided for refer-
ence only ::

6

ATTACHMENT B

IN STRE
AMBRE
AK
IN S
TREAMBREAK
30.29' RT.-L- STA. 50+27.50SIDEWALKTIE TO EXISTINGESTABLISHED1792
PROJECT DESIGN ENGINEER
SENIOR PROJECT ENGINEER
THE CITY OF RALEIGH
CITY MANAGER
RUFFIN L. HALL
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
N
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
and Regulations.
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
Site Accessibility _________________________________________
Urban Forestry __________________________________________
Fire ___________________________________________________
Planning/Zoning _________________________________________
Stormwater _____________________________________________
Public Utilities ___________________________________________
Transportation Field Services _______________________________
0
0
0
ENGINEERING SERVICES DEPARTMENT
All permits must be available and visible on site during the operation.-
Design and the Manual on Uniform Traffic Control Devices (MUTCD).
Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible
during construction shall be required to be compliant with the Public Rights of
and/or people with mobility concerns. Existing and alternative pedestrian routes
All public sidewalks must be accessible to pedestrians who are visually impaired -
NCDOT supplement to the MUTCD.
Roadway Structures”, °NCDOT “Roadway Standard Drawing Manual”, and the
Traffic Control, and the latest edition of the NCDOT “Standard Specification for
All Traffic Control Signage and practices shall adhere to the Manual on Uniform -
Jurisdiction.
work on any public street or sidewalk and NCDOT road within Raleigh’s
The City of Raleigh requires an approved Right-of-Way Obstruction Permit for -
of the approved plan, and ensure all permits are issued.
with the Engineering Inspections Coordinator to review the specific components
Prior to the start of work, the Client shall schedule a Pre-Construction meeting -
Services.
Keyword “Right-of-Way www.raleighnc.gov at [e-mail]
A permit request with a traffic control and/or pedestrian plan shall be submitted to -
apply for a permit with Right-of-Way Services.
the right-of-way or closing of any street, lane, or sidewalk, the contractor must
Prior to any work that impacts Street, Lane, and Sidewalk closures or detours: -
RIGHT OF WAY OBSTRUCTION NOTES:
ATTENTION CONTRACTORS
.CITY OF RALEIGHIN THE
FROM FUTURE WORK FINE AND POSSIBLE EXCLUSION WILL RESULT IN A STANDARDS
CITY OF RALEIGH OF VIOLATION , OR ANY OTHER JOBSITEON THE PERMITTED PLANS
, HAVE INSTALL A DOWNSTREAM PLUG, INSPECTIONTO CALL FOR FAILURE
OF THIS NOTIFICATION FAILURE.
REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
, AND REQUIRE MONETARY FINESCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
IN ADVANCE OF BEGINNING CITY DEPARTMENTS TO NOTIFY BOTH FAILURE
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.TWENTY FOUR HOURS
AT LEAST(919) 996-4540 AT PUBLIC UTILITIES DEPARTMENT AND THE
, [phone]AT ENGINEERING SERVICES DEPARTMENT THE CONTACTING
SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
RESPONSIBLE FOR THE EXTENSION OF WATER, CONSTRUCTION CONTRACTOR THE
ROADWAY IMPROVEMENT PROJECT
BARWELL ROAD (SR 2551)
BERKELEY LAKE ROAD
LOCATION: FROM ROCK QUARRY ROAD (SR 2542) TO
SIGNING, AND PAVEMENT MARKINGS
TYPE: GRADING, PAVEMENT, SIDEWALK,CURB AND GUTTER,
GRAPHIC SCALE 1"=40'
402040
GRAPHIC SCALE 1"=40'
402040
GRAPHIC SCALE 1"=10'
10510
BENJAMIN R. CRAWFORD, PE
MAYOR
MARY-ANN BALDWIN
SITE 1A
SITE 1B
DANIEL W. GARDNER, JR., PE

P-1
P-2
P-3
P-4 P-5 P-6
P-7
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
-L- STA. 10+80.31
BEGIN PROJECT
-L- STA. 80+59.27
END PROJECT
PEAR
L
RD.(SR 2550)RD. (SR 2542)ROCK QUARRYRD.
(SR 2551)DR.NEALS CREEKD
R. -
Y1-
B
A
R
WELL P
A
R
K
-L- BARWELL
D
R. B
A
R
WELL P
A
R
K
T
R. -Y2-
T
OMAHAWKTR. -Y3-CHASTEALWETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 9
PERMIT DRAWING
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
2SFD2SFD2SFD2SFD17' CONC
7
2" WD 72" WD72" WD7
2
" WD
72" WD 72" WD72
" WD
72
" WD
72" WD72" WD72" WD72" WD2S
FD
2S
FD
2S
FD
2
SFD
2
S
FD
2
S
FD
1S
FD
18' CONC16' CONC16' CONC16' CONC16' CONC16' CONC16' CONCB
K
18
" CONC

RW
18" CON
C

RW
S72" BST1BKD
WD
DK
WD
DK PO
R
T
C
A
R
BRK1SFD
S
72" WD72"
WD72" WDCONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RW18" BRK
C
ABMT
LVAR CONC RW10' GRGR
CONC
CON
C
CONC
CONC
CONC
CONC SS
S
SSSS1SMTLG
72" W
D
48" WDSSPEARL ROAD 25' PAVED ROADWAY
PEARL ROAD 20' PAVED ROADWAY
6
0" CON
C
30" C&G30" C&G30" C&G
30" C&G60" CON
C60" C
O
N
C
60" CONC
60" CONC
30" C&G
30" C&G
30" C&G30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GADVANTIS DRIVE 38' PAVED ROADWAY30"
C
&G
30" C&G 30" C&G60" CONC30" C&G27' PAVED ROADWAYWEDDINGTON ROADAPPERSON
DRIVE
21' PAVED
ROADWAY
CONC
VAR BLK RW21' PAVED ROADWAYWEDDINGTON ROADENDDEAD16' CONC12' CONCVARIESGR
CON
C16'
CONC
1
6'
4
8" CON
C36
" CONC36" CONC36" CONC36" CONC36" CONC3
6
" CONC
CONC
36" UTLYUNKLTSO
IL
SOIL36
" CONC
10' GR48" CONC36" CONC36"
C
ONC
G
R
V
A
R 8" HDPE8" HDPE
8" HDPE8" HDPE8" HD
P
E
8" HDPE
8" HDPE
-EL1-
-EL1--E
L
1-BL-101
BL-102
G
P
S
2
UTLYUNK1567
9
10
11
12
13
14
20
212425
8CONC
36
" E
IPEIP
E
IP
E
IP
E
IP
EI
PE
IP
EIPEIPEIP3
4
5
6
2 20' CI
TY OF RALEI
GH SANI
TARY SEWER EASEMENTPER BM 2002 PG 167530' UTI
LI
TY EASMTDB 2505 PG 101T
CTCTTTH
H
W
T
HH
TS
TS
HH
HH
C
C
CC
EOIC
C
H
H
C
EOI
HHW
STATION
BELL SOUTH SS
DB3603 PG 396
EASEMENT
PERPETUAL
DB 3603 PG 396
FOR INGRESS/EGRESS
COMMON DRIVEWAY ESMT
DB 3603 PG 396
ESMT
INGRESS/EGRESS
ALDEGUNDA JIMENEZ
PEDRO AND
BERCIAN
AMY I.
STEPHEN HINES
HOUSING AUTH
RALEIGH
CITY OF
MCVICKER
RITA
KEVIN ANDSALA
ADRIANA D
JULIO AND
NC, LP
PROPERTY
IH5
TIRADO
DEMETRIUS
THEMBI AND
MELVIN
CRYSTAL
TERESA G DICKSON
JOANNA AND NEAL HALL
JOANNA R HALL
JIMMY R SMITH
VIRGINIA GREEN
ROBERT AND
LLC
BORROWER
2014-2
AMH
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
DITCH
PROPOSED
101516' D
R
24' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'29.22'26.51'16.5'CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6"11'11'11'33'
.
0
2
.0
2
.
0
2
.
0
4
.
0
4
.
0
3
.04.04.02.03.02.03.02.0100.01.02INC
.2
4'(TYP
.).
0
3
.
0
2
.
0
1
INC.24'
(TYP.)16' DRCAT-1
CAT-1
GREU TL-3
GREU TL-3
-L--L
-20.
0
2
.
0
2.
0
1
+79.79+96.12 -L- STA. 9+99.94
BEGIN PROJECT
55'R+18.72
+
7
6.3
7
16.5'10
0' TA
P
ER
100' TA
P
ER
20' DR
EX.EX.2
3
4
6
12
12
9
11
DWEDWE
DWE1
7
12
D
WE
DWEF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
S 15" RCPINV=261.95'
INV=262.92'CB15" RCP18" RCP15" RCP18
" RCP
15" RCPCBCBCB
CB
INV
=26
2.
4
6'IN
V
=
2
61.
5
1'INV
=25
2
.
9
0'
T
O
P
=
2
57.17'INV
=252.
9
2'INV=
2
5
2
.6
8'INV=
2
52
.95'
TOP=256
.80'INV=
252
.59'TOP=255.87'TO
P=259.95'
I
NV=258.73'TOP=262.66'CB15
" HD
PE
15" RCP
15" RCP 18" RCP
INV=251.43'INV=251.41'IN
V
=256.23'
IN
V
=256.31'
FESFES15" RCP15" RCP
15" RCPCity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
NSITE 1A
FOR INSET
SEE SHEET 3
SEE DETAIL 1-6
GRADE TO DRAIN
REM
O
V
E
REMOVE
REMOVE
REMOVE
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
RETA
IN REM
OVE60" RCP-III
18
" RC
P
-IV
18" RCP-IV 18" RCP-IV 18" RC
P
-IV
18" RCP-IV
18" RCP-IV
RCP-IV 18" 18" RCP-IV
18" RCP-IV
15" RCP-IV RETAINRETAIN
18" RCP-IV
SEE DETAIL 1-5
FS
DETAIL 1-6
GRADE TO DRAIN EXISTING SR 2550 - TYP.
FROM STA. 19+69 -L- RT TO STA. 21+16 -L- RT
( Not to Scale)
TO PROPOSED -L- RT 5' BASE LATERAL DITCH
SUITABLE MATERIAL AND GRADE TO DRAIN
BACKFILL EXISTING ROADWAY DITCHES WITH
DITCH
EXISTING
ROADWAY
EXISTING
HW
RCP-IV
18"
2:1
CB
CB
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 20+25 -L- TO STA. 21+04 -L- RT
DETAIL 1-2
B= 5 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 1-5
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
FROM STA. 13+38 TO STA. 13+53 -L- RT
C Proposed Ditch
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 1-3
5'-6'
2:1
Ground
Natural
Material*
Fill w/ Native
2:1
It is subject to approval by the engineer.
* Native material consists of material excavated from the site.
Ground
Natural
Geotextile
2'
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 13+55 TO STA. 15+60 -L- RT
DETAIL 1-4
GROUND
NATURAL
18" RCP-IV
RCP-IV
18"
RCP-III
60"
CUT DITCH SEE DETAIL 1-4
SPECIAL BACK OF CURB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
( Not to Scale)
3:13:1D
B
b
1"/Ft.
LATERAL GRASSED SWALE
FROM STA. 19+00 -L- TO STA. 20+25 -L- RT
Ground
Natural
SLOPE
FILL
DETAIL 1-7
b= 2 Ft.
B= 2 Ft.
Min. D= 1 Ft.
STA. 19+00 -L- TO 20+25 -L-
D10= 0.26 FT
V10= 2.10 FPS
Q10= 1.55
D2= 0.23 FT
V2= 1.96 FPS
Q2= 1.24 CFS
L PRO.= 57
L REQ.= 43
SLOPE= 3.40%
DA= 0.43 AC
GRASS SWALE DATA
SEE DETAIL 1-1
W/ CLASS 'B' RIP RAP
LATERAL BASE DITCH SEE DETAIL 1-7
GRASSED SWALE
LATERAL
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 18+50 -L- TO STA. 19+00 -L- RT
DETAIL 1-1
b= 2 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
1
SHEET 2 OF 9
PERMIT DRAWING
AUGUST / 2021PLANSHEETWETLAND PERMIT
223
226227
228228229229229229229229229229230
230230230230
230230230231
231
2312
3
12
3
1 231231
232
232232232
2
3
2 232232232233
233
233233
233233233 233234234
234234234234234 2342342352352352352352
3
5235 235
235235 235236236
236236236236
2362
3
7
237237
237237237238238238238
238238239239239
239
239
239239240240240240240240240
240240240240240241241241
241241241241242242242242
242242243243243243
2432432432432442442442442
4
4
245245245245245245245245245245
245
245
246246246246246246
247247247247247247247
247
247
248
248
248
248
248248248248248248249249249249249249
249
249
249
249
2502502502502502502502502502502
5
0
250
250250250250250
2512512512512512512
5
1
251
251
251
252252252252252252252
2522522
5
2
2532532532
5
3 2532532
5
3253253253
2532532542542542542542542542
5
4
254254254
254255
25
5
255255
255 2552552552552552552552552552552552552552552552552552552552552562562562562562562562562562562562
5
7
257257257
257257
257257257257257257257
257257258258258258
258258258258258258258258259259
259259259259259259259259259260 260
2602602602
60
260
260260
260260260260260260260260260260260260260260260
261
2 61
261
261261261261261261261261261262
262
262
262
262
2622622622622622622622
6
2
262
263
263
263263263263263263263263263263263263 263263
2642642642642642642642642
6
4264264
264264264
265
265265265
265265265265265 265265265265265265
2652652652652652
6
5
265265
265265265265266
2
6
6
2662662662662662662662
6
6
2
6
6 266266266
267
267267267267267267
267267267268268268268268268268268
2682682682
6
9
269269269269269269269269269
269269269269 269269
270
270270270270270270270270270270270 270270270
270270
270270270
2702
7
1
271271271271271271271
2722722722722722722732732732732732742742742742752752752752752752752752752762762762772772772782782782792792792802802802802812812SFD2SFD2SFD2SFD17' CONC
7
2" WD 72" WD72" WD7
2
" WD
72" WD 72" WD72
" WD
72
" WD
72" WD72" WD72" WD72" WD2S
FD
2S
FD
2S
FD
2
SFD
2
S
FD
2
S
FD
1S
FD
18' CONC16' CONC16' CONC16' CONC16' CONC16' CONC16' CONCB
K
18
" CONC

RW
18" CON
C

RW
S72" BST1BKD
WD
DK
WD
DK PO
R
T
C
A
R
BRK1SFD
S
72" WD72"
WD72" WDCONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RW18" BRK
C
ABMT
LVAR CONC RW10' GRGR
CONC
CON
C
CONC
CONC
CONC
CONC SS
S
SSSS1SMTLG
72" W
D
48" WDSSPEARL ROAD 25' PAVED ROADWAY
PEARL ROAD 20' PAVED ROADWAY
6
0" CON
C
30" C&G30" C&G30" C&G
30" C&G60" CON
C60" C
O
N
C
60" CONC
60" CONC
30" C&G
30" C&G
30" C&G30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GADVANTIS DRIVE 38' PAVED ROADWAY30"
C
&G
30" C&G 30" C&G60" CONC30" C&G27' PAVED ROADWAYWEDDINGTON ROADAPPERSON
DRIVE
21' PAVED
ROADWAY
CONC
VAR BLK RW21' PAVED ROADWAYWEDDINGTON ROADENDDEAD16' CONC12' CONCVARIESGR
CON
C16'
CONC
1
6'
4
8" CON
C36
" CONC36" CONC36" CONC36" CONC36" CONC3
6
" CONC
CONC
36" UTLYUNKLTSO
IL
SOIL36
" CONC
10' GR48" CONC36" CONC36"
C
ONC
G
R
V
A
R 8" HDPE8" HDPE
8" HDPE8" HDPE8" HD
P
E
8" HDPE
8" HDPE
-EL1-
-EL1--E
L
1-BL-101
BL-102
G
P
S
2
UTLYUNK1567
9
10
11
12
13
14
20
212425
8CONC
36
" E
IPEIP
E
IP
E
IP
E
IP
EI
PE
IP
EIPEIPEIP3
4
5
6
2 20' CI
TY OF RALEI
GH SANI
TARY SEWER EASEMENTPER BM 2002 PG 167530' UTI
LI
TY EASMTDB 2505 PG 101T
CTCTTTH
H
W
T
HH
TS
TS
HH
HH
C
C
CC
EOIC
C
H
H
C
EOI
HHW
STATION
BELL SOUTH SS
DB3603 PG 396
EASEMENT
PERPETUAL
DB 3603 PG 396
FOR INGRESS/EGRESS
COMMON DRIVEWAY ESMT
DB 3603 PG 396
ESMT
INGRESS/EGRESS
ALDEGUNDA JIMENEZ
PEDRO AND
BERCIAN
AMY I.
STEPHEN HINES
HOUSING AUTH
RALEIGH
CITY OF
MCVICKER
RITA
KEVIN ANDSALA
ADRIANA D
JULIO AND
NC, LP
PROPERTY
IH5
TIRADO
DEMETRIUS
THEMBI AND
MELVIN
CRYSTAL
TERESA G DICKSON
JOANNA AND NEAL HALL
JOANNA R HALL
JIMMY R SMITH
VIRGINIA GREEN
ROBERT AND
LLC
BORROWER
2014-2
AMH
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
DITCH
PROPOSED
101516' D
R
24' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'29.22'26.51'16.5'CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6"11'11'11'33'
.
0
2
.0
2
.
0
2
.
0
4
.
0
4
.
0
3
.04.04.02.03.02.03.02.0100.01.02INC
.2
4'(TYP
.).
0
3
.
0
2
.
0
1
INC.24'
(TYP.)16' DRCAT-1
CAT-1
GREU TL-3
GREU TL-3
-L--L
-20.
0
2
.
0
2.
0
1
+79.79+96.12 -L- STA. 9+99.94
BEGIN PROJECT
55'R+18.72
+
7
6.3
7
16.5'10
0' TA
P
ER
100' TA
P
ER
20' DR
EX.EX.2
3
4
6
12
12
9
11
DWEDWE
DWE1
7
12
D
WE
DWEF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
S 15" RCPINV=261.95'
INV=262.92'CB15" RCP18" RCP15" RCP18
" RCP
15" RCPCBCBCB
CB
INV
=26
2.
4
6'IN
V
=
2
61.
5
1'INV
=25
2
.
9
0'
T
O
P
=
2
57.17'INV
=252.
9
2'INV=
2
5
2
.6
8'INV=
2
52
.95'
TOP=256
.80'INV=
252
.59'TOP=255.87'TO
P=259.95'
I
NV=258.73'TOP=262.66'CB15
" HD
PE
15" RCP
15" RCP 18" RCP
INV=251.43'INV=251.41'IN
V
=256.23'
IN
V
=256.31'
FESFES15" RCP15" RCP
15" RCPCity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
NSITE 1A
FOR INSET
SEE SHEET 3A
SITE 1A
SEE DETAIL 1-6
GRADE TO DRAIN
REM
O
V
E
REMOVE
REMOVE
REMOVE
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
RETA
IN REM
OVE60" RCP-III
18
" RC
P
-IV
18" RCP-IV 18" RCP-IV 18" RC
P
-IV
18" RCP-IV
18" RCP-IV
RCP-IV 18" 18" RCP-IV
18" RCP-IV
15" RCP-IV RETAINRETAIN
18" RCP-IV
SEE DETAIL 1-5
FS
DETAIL 1-6
GRADE TO DRAIN EXISTING SR 2550 - TYP.
FROM STA. 19+69 -L- RT TO STA. 21+16 -L- RT
( Not to Scale)
TO PROPOSED -L- RT 5' BASE LATERAL DITCH
SUITABLE MATERIAL AND GRADE TO DRAIN
BACKFILL EXISTING ROADWAY DITCHES WITH
DITCH
EXISTING
ROADWAY
EXISTING
HW
RCP-IV
18"
2:1
CB
CB
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 20+25 -L- TO STA. 21+04 -L- RT
DETAIL 1-2
B= 5 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 1-5
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
FROM STA. 13+38 TO STA. 13+53 -L- RT
C Proposed Ditch
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 1-3
5'-6'
2:1
Ground
Natural
Material*
Fill w/ Native
2:1
It is subject to approval by the engineer.
* Native material consists of material excavated from the site.
Ground
Natural
Geotextile
2'
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 13+55 TO STA. 15+60 -L- RT
DETAIL 1-4
GROUND
NATURAL
18" RCP-IV
RCP-IV
18"
RCP-III
60"
CUT DITCH SEE DETAIL 1-4
SPECIAL BACK OF CURB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
( Not to Scale)
3:13:1D
B
b
1"/Ft.
LATERAL GRASSED SWALE
FROM STA. 19+00 -L- TO STA. 20+25 -L- RT
Ground
Natural
SLOPE
FILL
DETAIL 1-7
b= 2 Ft.
B= 2 Ft.
Min. D= 1 Ft.
STA. 19+00 -L- TO 20+25 -L-
D10= 0.26 FT
V10= 2.10 FPS
Q10= 1.55
D2= 0.23 FT
V2= 1.96 FPS
Q2= 1.24 CFS
L PRO.= 57
L REQ.= 43
SLOPE= 3.40%
DA= 0.43 AC
GRASS SWALE DATA
SEE DETAIL 1-1
W/ CLASS 'B' RIP RAP
LATERAL BASE DITCH SEE DETAIL 1-7
GRASSED SWALE
LATERAL
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 18+50 -L- TO STA. 19+00 -L- RT
DETAIL 1-1
b= 2 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
1A
SHEET 3 OF 9
PERMIT DRAWING
PLAN SHEETWETLAND PERMITAUGUST / 2021TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
DENOTES IMPACTS IN
SHEET 2 OF 9
PERMIT DRAWING
C
ABMT
LVAR CONC RWPADCONCBLDG1SMTL1SFDWD DK72" WD
1SFD72" CHL
1SFD48" CHL
48" CHL
48" CHL48" CHL
72" VNYL
72" VNYL
1SBKD
15' BST15' BSTWD DKBKD PVRS
BST
PORT
CAR
MTL BST1SFD2SFD 20' CONC1SFD12" BKD RWFIREPITCOVWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODS
WOODSPOOLRIPRAPRIPRAP 2SFDWD
D
K
2SFD
2SFD
10'
C
ONCDKWD
DKWD
CONC60" CONC
60" CONC1SFGSSWD DKOPEPOP1SFG72" WD36" WPWD DK SROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
ROCK QUARRY ROAD 36' PAVED ROADWAYSBARWELL PARK DRI
VE 27'
PAVED ROADWAYBARWELL PARK DRI
VE 20' PAVED ROADWAY60" CONC
70" CONC70" CONC70" CONC60" CONC
60" CONC
BARWELL ROAD 35' PAVED ROADWAY
30" C&G30" C&G3
0
" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G C&G3
0"VAR CONC RWSRAP
RIP
GR
VAR
IESGR VARIESGR
VAR
IESGR VARI
E
S
GR VARIES
GR VARI
ESGR VARI
ESGR VARIESGR VARIESGR VARIESGR VARIES
VARIES
GR SRAPRIPRAPRIPRAPRIPVAR
IES
GR
RAPRIPRAPRIPRAPRIPWRIPRAPRAPRIP10
' BST
48" CONC
36" CONC24" CONCRAPRIP VARIESCONC
12' CONC
VARIESCONC
VARIESBSTRIP RAPVARIESCONC
VAR BST
VAR CON RW48"
C
O
N
C
48" CONC
36" CONC
48" CONC
1
3' CONCTOP=290.37'
SSMH LOCKEDINV UNATTAINABLE
8" HDPE
8" HDPE
8" HDPE
INV=270.01'INV=270.09'TOP=277.56'
INV=265.42'INV=265.42'TOP=271.38'
8" HD
P
E
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'8" HDPE8" HDPE8" HDPE8" HDPE
VARI
ESGRVAR GR36" CONC
48" CONC48" CONCBL-102BL-103
W/LTLT27283244WVARIESGR
EIP
EIP
EIP
EIP
SANITARY SEWER EASEMENT
15' CITY OF RALEIGH
BM 2002 PG 167530' UTILITY EASMTDB 2505 PG 101MONPROP
T1093T1093
T60T62 T63
T64
T65T66
T67
T68
T69
T70T71
T72
T73T74
T75T76T77T78T79
T80
T81
T82
T261T2
6
2 T263T264T265T266T267T855 T856
T857T858
T859T868 T1082
T1083
T1084
T1085
T1086
T1087T1088
T1089
T1090
T1091T1092
T1094
T1095
T1096
T1097
T1098
T1099 T1100
T1101
T
116
8
T
116
9
T
117
0
T
117
1
T
117
2
T61
T1093CTTHHT
T
C
T
C
S HHHHEOI HHC
EOIEOIHHCHHEOIEOI
EOIEOI EOI
EOI
H
H CHHT
EOIHHC
T
C HHHHHHHHHH
HH
STATI
ONBELL SOUTH 72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPFRANK AND GWEN GREM
REBECCA STROUD
MILTON AND CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
KIMBERLY M JONES
JEANETTE MANLEY
JONATHAN AND
MARY E WIGGINS
NANCY W HARPER
LEWIS B WOODARD
HELEN D MORGAN
AMANDA M FERGUSON
PRISCILLA AND SHERMAN DUNN
JIMMY R SMITH
ASHLEY R GREEN
VIRGINIA GREEN
ROBERT AND
.02.01.01152020'DR
20'DR
20'DR
28' DR 28' DR
22' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'16.5'
CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6" 11'11'11'33'00.02.02.02.02CRCR CRCRCR
C
R37.54'16.5'GREU TL-3
60" SIDEWALK
TIE TO EXISTING-Y--L-
-L-
-L-
-Y1-25.01.00.01.02116' TAPER
4.5'R
2.5'R
BUS PAD
PROPOSED
+57.98LANDSCAPED MEDIAN
120' PROPOSED
TAPER40'
CR+46.47+61
.24 15CR
CR
55
'R
+18
.72
20R
ex
.
ex.
11.31
'22.61
' -Y- STA. 18+20.00
END CONSTRUCTION
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE+76.3735
.68
'55
'R
55
'R
55
'R
40'R
45'R+34.66+73
.57 +84.73+07
.53
+74.91+77.81
+87.76+11.81 -Y- STA. 14+95.00
BEGIN CONSTRUCTION
-Y1- STA. 12+82.00
BEGIN CONSTRUCTION +82.27+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
ex
.+
32
.00
CONSTRUCTION BY OTHERS
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
13
18
17
19
21
22
DW E
DWE
DWE
DW
EDWEDW
ED WE DW
EDWE15
14
16
20
23
11
DWEAEAE AEF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
CONC
CONC
S
24" RCP
18"
R
CP
24" RCP
15" RCP18" RCP
24" RCP
CB
DI
CB
CB
CB
CBI
NV=279.06'
I
NV=279.58'
24" RCP15" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
DI
CB
15" RCP
INV=271.17'TOP=274.21'
INV=274.94'
CB CB
INV=287.95'TOP=294.37'
INV=287.25'
INV=288.77'
DI
INV=271.45'INV=271.20'TOP=276.07'
DI
INV=267.87'TOP=272.58'INV=268.47'INV=265.13'
INV=264.92'
TOP=269.91'18" RCP15" RCP
24" RCP24" RCPCB
CBDI
TOP=291.68'INV=288.18'INV=289.12'
NO INV FOUNDPIPE DIRECTION
BOXJUNCTIONPOSSIBLE
24" RCP
INV=269.56'
INV=273.62'I
NV=278.61'HWCONCHW
CONC
INV=282.63'
INV=275.07'
CONC HW
18" RCP15" RCP15" RCP12" RCP15" RCP15" HDPE
15" HDPE
15" HDPE
CMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCP15" RCPINV=268.61'INV=271.49'CBINV=271.27'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKNSITE 1A
SITE 1B
FOR INSET
SEE SHEET 3
JB w/MH
JB w/MH
REMOVE2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 2-4
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
FROM STA. 24+93 -L- TO STA. 25+02 -L- RT
SEE DETAIL 2-3
FS
REMOVE
REM
OVEDI
DI DI
DI
2GI-D
2GI-D
CB
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
RETAIN
RETAIN
RETAINRETAIN
36" RCP-IV30" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV RCP-IV24"
R
C
P-I
V2
4" RCP-I
V2
4"24" RCP-
I
V24" RCP-IV
24" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV RCP-IV 15" RCP-IV 15" 15" RCP-I
V RCP-
I
V 15"
15" RCP-IV REMOVECB
RETAIN
CB
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RET
AI
NSEE DETAIL 2-4
48 SY GEOTEXTILE
EST 26 TONS
CLASS 'I' RIP RAP
STANDARD 2' BASE DITCH
REMOVE MH
REMOVE
REMOVE
REMOVE
RETAIN
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
15" RCP-IV
EST. 38 SY GEOTEXTILE
EST. 26 TONS
CLASS 'I' RIP-RAP
24" RCP-IV
RETAIN DI
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CB
3OTCB
24"RCP-III36"2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+82 -Y- TO STA. 15+99 -Y- RT
DETAIL 2-2
B= 4-6 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
HW
SEE DETAIL 2-1
CUT DITCH W/ CL 'B' RIP-RAP
SPECIAL BACK OF CURB
SPECIAL BACK OF CURB CUT DITCH
DETAIL 2-1
FROM STA. 22+51 -L- LT TO STA. 23+00 -L- LT
FROM STA. 17+84 -Y- LT TO STA. 18+16 -Y- RT
Type of Liner= Rip Rap
FROM STA. 24+85 TO STA. 25+00 -L- LT
DETAIL 2-3
S=Ditch Slope C Proposed Ditch
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/
REMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
2(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00PLANSHEETWETLAND PERMITAUGUST / 2021
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
IMPACTS IN SURFACE WATERDENOTES TEMPORARY
SHEET 4 OF 9
PERMIT DRAWING
258259
2
60260261
2
6
2263
264264265265
265265265266
2662662662662672672672672672672
68
268
268268268269269
2692692692
6
9 269269270
270270270
2702702702702702702
7
0
2
7
02
7
0270
2
7
0
2
7
0
271
2712712712712712712
7
1
2
7
1
2
7
1
2
7
12712
7
1
2
7
2
2722
7
2
272272
272272272273273273273273
2
7
3
2
7
3
2732742742742742742742742742
7
4
2
7
5
275275
2
7
5
275275
2752752752752
7
5
2752752752752752
7
5
2
7
5
2
7
6
276276
2
7
6
2762762762762762762
7
62
7
6
2
7
6
277
2
77
2
77
277
277
277277278278278
278
278278278279279
279279279279279280280280 280280280280
280280
280
2
8
02802
8
0
2
8
0
2
8
0
280
2
8
0
2
8
0281
281
281
281
281281281
281
2
8
1281
282
282282
282
2822
8
2
282282283283
2832
8
3
283283283283283284
2842842842842842842842842
8
4
2
8
4
285285285285285285 285285285285
285
285
285
285285285286
2
86286
286
286286286286287287287
2
87 287287287287287287288288288288288
288288288288289289
2
8
9
289
289
289
2892892892
9
0
290290 290
2
9
0
290
290
290
2
9
0
2
90290290
290290290290290290290
290
2
9
0
291
291291291291291291291
291
291
291
291292
292292292292292292292
2
9
2
2922
9
2 293293293293293293293
2
9
3
293293 294294294294294294
29429
5
295295295295295295295295
295
295295
2952952
9
5
296296296
296296296
296296
297297297297297
298298298298
298
299299299299
3003003003003
0
0
300
300301301301
3013023023023033033033033033043043
0
4
304
C
ABMT
LVAR CONC RWPADCONCBLDG1SMTL1SFDWD DK72" WD
1SFD72" CHL
1SFD48" CHL
48" CHL
48" CHL48" CHL
72" VNYL
72" VNYL
1SBKD
15' BST15' BSTWD DKBKD PVRS
BST
PORT
CAR
MTL BST1SFD2SFD 20' CONC1SFD12" BKD RWFIREPITCOVWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODS
WOODSPOOLRIPRAPRIPRAP 2SFDWD
D
K
2SFD
2SFD
10'
C
ONCDKWD
DKWD
CONC60" CONC
60" CONC1SFGSSWD DKOPEPOP1SFG72" WD36" WPWD DK SROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
ROCK QUARRY ROAD 36' PAVED ROADWAYSBARWELL PARK DRI
VE 27'
PAVED ROADWAYBARWELL PARK DRI
VE 20' PAVED ROADWAY60" CONC
70" CONC70" CONC70" CONC60" CONC
60" CONC
BARWELL ROAD 35' PAVED ROADWAY
30" C&G30" C&G3
0
" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G C&G3
0"VAR CONC RWSRAP
RIP
GR
VAR
IESGR VARIESGR
VAR
IESGR VARI
E
S
GR VARIES
GR VARI
ESGR VARI
ESGR VARIESGR VARIESGR VARIESGR VARIES
VARIES
GR SRAPRIPRAPRIPRAPRIPVAR
IES
GR
RAPRIPRAPRIPRAPRIPWRIPRAPRAPRIP10
' BST
48" CONC
36" CONC24" CONCRAPRIP VARIESCONC
12' CONC
VARIESCONC
VARIESBSTRIP RAPVARIESCONC
VAR BST
VAR CON RW48"
C
O
N
C
48" CONC
36" CONC
48" CONC
1
3' CONCTOP=290.37'
SSMH LOCKEDINV UNATTAINABLE
8" HDPE
8" HDPE
8" HDPE
INV=270.01'INV=270.09'TOP=277.56'
INV=265.42'INV=265.42'TOP=271.38'
8" HD
P
E
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'8" HDPE8" HDPE8" HDPE8" HDPE
VARI
ESGRVAR GR36" CONC
48" CONC48" CONC-EY--EL1-
-EL2-
-EL2-
-EL2-BL-102BL-103
W/LTLT15
1618192223252627282
930 3132333435
3637
3
9
40
41424344
45
46
47
48
WVARIESGR
EIP
EIP
EIP
EIP
SANITARY SEWER EASEMENT
15' CITY OF RALEIGH
BM 2002 PG 167530' UTILITY EASMTDB 2505 PG 101MONPROP
T1093T1093
T60T62 T63
T64
T65T66
T67
T68
T69
T70T71
T72
T73T74
T75T76T77T78T79
T80
T81
T82
T261T2
6
2 T263T264T265T266T267T855 T856
T857T858
T859T868 T1082
T1083
T1084
T1085
T1086
T1087T1088
T1089
T1090
T1091T1092
T1094
T1095
T1096
T1097
T1098
T1099 T1100
T1101
T
116
8
T
116
9
T
117
0
T
117
1
T
117
2
T61
T1093CTTHHT
T
C
T
C
S HHHHEOI HHC
EOIEOIHHCHHEOIEOI
EOIEOI EOI
EOI
H
H CHHT
EOIHHC
T
C HHHHHHHHHH
HH
STATI
ONBELL SOUTH 72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPFRANK AND GWEN GREM
REBECCA STROUD
MILTON AND CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
KIMBERLY M JONES
JEANETTE MANLEY
JONATHAN AND
MARY E WIGGINS
NANCY W HARPER
LEWIS B WOODARD
HELEN D MORGAN
AMANDA M FERGUSON
PRISCILLA AND SHERMAN DUNN
JIMMY R SMITH
ASHLEY R GREEN
VIRGINIA GREEN
ROBERT AND
.02.01.01152020'DR
20'DR
20'DR
28' DR 28' DR
22' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'16.5'
CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6" 11'11'11'33'00.02.02.02.02CRCR CRCRCR
C
R37.54'16.5'GREU TL-3
60" SIDEWALK
TIE TO EXISTING-Y--L-
-L-
-L-
-Y1-25.01.00.01.02116' TAPER
4.5'R
2.5'R
BUS PAD
PROPOSED
+57.98LANDSCAPED MEDIAN
120' PROPOSED
TAPER40'
CR+46.47+61
.24 15CR
CR
55
'R
+18
.72
20R
ex
.
ex.
11.31
'22.61
' -Y- STA. 18+20.00
END CONSTRUCTION
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE+76.3735
.68
'55
'R
55
'R
55
'R
40'R
45'R+34.66+73
.57 +84.73+07
.53
+74.91+77.81
+87.76+11.81 -Y- STA. 14+95.00
BEGIN CONSTRUCTION
-Y1- STA. 12+82.00
BEGIN CONSTRUCTION +82.27+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
ex
.+
32
.00
CONSTRUCTION BY OTHERS
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
13
18
17
19
21
22
DW E
DWE
DWE
DW
EDWEDW
ED WE DW
EDWE15
14
16
20
23
11
DWEAEAE AEF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
CONC
CONC
S
24" RCP
18"
R
CP
24" RCP
15" RCP18" RCP
24" RCP
CB
DI
CB
CB
CB
CBI
NV=279.06'TOP=282.04'
I
NV=279.58'TOP=283.06'
24" RCP15" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
INV=266.86'TOP=270.60'
INV=266.94'
DI
CB
15" RCP
INV=271.17'TOP=274.21'
INV=269.45'
INV=269.36'TOP=274.49'
INV=274.94'
CB
INV=272.71'
CB
INV=276.11'
INV=275.02'
TOP=280.26'
INV=287.95'TOP=294.37'
INV=287.25'
INV=287.21'TOP=291.15'
INV=287.32'
INV=288.77'
TOP=285.22'
INV=281.70'
DI
INV=271.45'INV=271.20'TOP=276.07'
DI
INV=267.87'INV=267.86'TOP=272.58'INV=268.47'INV=265.13'
INV=265.86'
INV=264.92'
TOP=269.91'18" RCP15" RCP
24" RCP24" RCPCB
CBDI
INV=289.00'TOP=291.68'INV=287.22'INV=288.10'TOP=291.30'INV=288.18'INV=289.12'
TOP=292.49
'INV=288.35'TOP=277.72'
NO INV FOUNDPIPE DIRECTION
BOXJUNCTIONPOSSIBLE
24" RCP
INV=269.56'
INV=273.62'I
NV=278.61'HWCONCHW
CONC
INV=281.90'INV=282.69'
INV=282.63'TOP=287.96'
INV=281.70'
INV=275.07'
INV=273.04'
CONC HW
18" RCP15" RCP15" RCP12" RCP15" RCP15" HDPE
15" HDPE
15" HDPE
CMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCP15" RCPINV=268.61'TOP=271.20'INV=271.49'CBTOP=274.04'INV=271.27'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKNSITE 1A
SITE 1B
FOR INSET
SEE SHEET 3
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKSITE 1A
SITE 1B
FOR INSET
SEE SHEET 3
JB w/MH
JB w/MH
REMOVE2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 2-4
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
FROM STA. 24+93 -L- TO STA. 25+02 -L- RT
SEE DETAIL 2-3
FS
REMOVE
REM
OVEDI
DI DI
DI
2GI-D
2GI-D
CB
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
RETAIN
RETAIN
RETAINRETAIN
36" RCP-IV30" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV RCP-IV24"
R
C
P-I
V2
4" RCP-I
V2
4"24" RCP-
I
V24" RCP-IV
24" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV RCP-IV 15" RCP-IV 15" 15" RCP-I
V RCP-
I
V 15"
15" RCP-IV REMOVECB
RETAIN
CB
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RET
AI
NSEE DETAIL 2-4
48 SY GEOTEXTILE
EST 26 TONS
CLASS 'I' RIP RAP
STANDARD 2' BASE DITCH
REMOVE MH
REMOVE
REMOVE
REMOVE
RETAIN
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
15" RCP-IV
EST. 38 SY GEOTEXTILE
EST. 26 TONS
CLASS 'I' RIP-RAP
24" RCP-IV
RETAIN DI
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CB
2
6
8.
0 27
2.5
0.05.0
1
0.
0
1
5.02
0.
0
2
5.0
3
0.0
3
5.
0
4
0.0
4
5.0
5
0.
0
55.05
8.5
3OTCB
24"
25.000030.000032.2866
RCP-III36"2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+82 -Y- TO STA. 15+99 -Y- RT
DETAIL 2-2
B= 4-6 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
263.1519
268.1519
269.6580
0.0000
5.0000 10.000015.000020.0000
25.0000
30.0000
35.000040.000045.0000
50.0000
55.0000
60.000065.000070.0000
75.000077.5022
266.5015
269.4200
0.0000 5.0000 10.0000
15.0000
20.000025.000030.000035.0000
40.0000
45.000050.000055.000060.000064.7254
264.4770
269.4770
269.5000
0.0000
5.0000
10.0000
15.000020.000025.000030.0000
35.0000
40.000045.000050.000055.0000
60.0000
65.000070.000070.2030
HW
SEE DETAIL 2-1
CUT DITCH W/ CL 'B' RIP-RAP
SPECIAL BACK OF CURB
SPECIAL BACK OF CURB CUT DITCH
DETAIL 2-1
FROM STA. 22+51 -L- LT TO STA. 23+00 -L- LT
FROM STA. 17+84 -Y- LT TO STA. 18+16 -Y- RT
Type of Liner= Rip Rap
FROM STA. 24+85 TO STA. 25+00 -L- LT
DETAIL 2-3
S=Ditch Slope C Proposed Ditch
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/
REMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
2A(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00PLANSHEETWETLAND PERMITAUGUST / 2021
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
WETLAND
DENOTES FILL INFF
SHEET 5 OF 9
PERMIT DRAWING
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY (SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00CLEARING
DENOTES MECHANIZED
WOODSWOODSC
ABMT
LVAR CONC RWWOODSRIPRAPRIPRAPROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
PEARL ROAD 25' PAVED ROADWAYROCK QUARRY ROAD 36' PAVED ROADWAY VAR BLK RWRIPRAPRAPRIPRIP RAPVAR CON RW8" HDPE
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=265.73'SSMH LOCKEDI
NV UNATTAI
NABLE8" HDP
E TOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'I
NV=261.17'I
NV=258.93'
I
NV=259.22'8" HDPE8" HDPE8" HDPE8" HDPEVARI
ESGR131415 18192
0
21 22233335
3637T47T48T4
9T50T51T52T54T55T56T57T58T59T60T53T
C
T
HHHHHHC
S
C
EOIEOICHHEOIEOI
EOIEOI
HHT
HHHHSTATI
ONBELL SOUTH SSDB3603 PG 396EASEMENTPERPETUALDB 3603 PG 396FOR I
NGRESS/EGRESSCOMMON DRI
VEWAY ESMTDB 3603 PG 396ESMTI
NGRESS/EGRESS72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPASSOCI
ATES, LLCASPEN SPRI
NG HOUSI
NGDB 18213 PG 2245MB 1998 PG 198615CRCR CRCR
CAT-1
GREU TL-3
GREU TL-3
-L-
-L-+46.47+61
.24
55
'R
+18
.72+76.3735
.68
'55
'R
55
'R
55
'R+34.66+73
.57 +84.73+07
.53
-Y- STA. 14+95.00
BEGIN CONSTRUCTION
+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
+
3
2
.0
0
1214
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
C
S
24" RCP 18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
INV=266.86'TOP=270.60'
INV=266.94'INV=268.47'INV=265.13'
INV=265.86'
INV=264.92'15" RCPI
NV=261.95'
I
NV=262.92'
TOP=269.91'
BOXJUNCTIONPOSSIBLE
HWCONC18" RCPCMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCPINV=268.61'TOP=271.20'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________N040
GRAPHIC SCALE 1"=80'
80 16080
2X ENLARGEMENT
SITE 1A
SITE 1B
42" RCP-III, NOT BURIED
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
DUAL 24" RCP-IV
DUAL 18" RCP-IV
REMOVE JB AND HW
CB
REMOVE
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
3OTCB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH REMOVESEE DETAI
L 1-6GRADE TO DRAI
NDI
CB
CB
CB
CBCBCB
CBCB6
0
" RCP-
III
36" RCP-IV18" RCP-IV REMOVECB
RETAIN REMOVEREMOVE
REMOVE
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CBHWRCP-I
V 18"
24"RCP-III36"HWRCP-III60"
JB w/MH
SPECIAL EX. 18" RCP-III Li
ner
= Gr
assPerm. Shear
=1.5 PSFShear
=1.21 PSFn= 0.035s
= 4.73%d= 0.41 FTV= 3.10 FPSQ= 1.55 CFS Cw= 0.5I
10= 7.22 i
n/hrTc= 5 MI
N.DA= 0.43 ACDETAI
L 1-2Li
ner
= Ri
p RapPer
m. Shear
= 4.0 PSFShear
= 3.0 PSFn= 0.065s
= 2.18 %d= 2.17 FTV= 4.11 FPSQ= 102.9 CFS Cw= 0.55I
10= 5.25 i
n/hrTc= 15 MI
N.DA= 46.30 ACB
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIEDSEE DETAI
L 1-2W/ CLASS 'I' RI
P RAPSTD. BASE DI
TCHOTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/ SEE DETAI
L 1-7GRASSED SWALELATERALREMOVEREMOVEREMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
1" = 40'
1" = 10'
MARCH / 2020
TAHTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)RMK
S S SURFACE WATER
DENOTES IMPACTS IN
3 PLANSHEETWETLAND PERMITCLEARING
DENOTES MECHANIZED*
*
*
*
WETLAND
DENOTES FILL INFF
SHEET 6 OF 9
PERMIT DRAWING
2532532
5
5255255
255256
256257
2572
5
7
258
258258259259260
260260260260261261261262262263
263263263264264264264264265
2652652652652652
6
5265
265266
266266266266266267267267267267267268
268268268268269
2692692692692692
6
9 269270
270270270270270270270270270
2
7
0
2
7
0 2712712712712712712
7
1
2
7
1 271272272
272272273273273274275275276WOODSWOODSC
ABMT
LVAR CONC RWWOODSRIPRAPRIPRAPROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
PEARL ROAD 25' PAVED ROADWAYROCK QUARRY ROAD 36' PAVED ROADWAY VAR BLK RWRIPRAPRAPRIPRIP RAPVAR CON RW8" HDPE
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=265.73'SSMH LOCKEDI
NV UNATTAI
NABLE8" HDP
E TOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'I
NV=261.17'I
NV=258.93'
I
NV=259.22'8" HDPE8" HDPE8" HDPE8" HDPEVARI
ESGR131415 18192
0
21 22233335
3637T47T48T4
9T50T51T52T54T55T56T57T58T59T60T53T
C
T
HHHHHHC
S
C
EOIEOICHHEOIEOI
EOIEOI
HHT
HHHHSTATI
ONBELL SOUTH SSDB3603 PG 396EASEMENTPERPETUALDB 3603 PG 396FOR I
NGRESS/EGRESSCOMMON DRI
VEWAY ESMTDB 3603 PG 396ESMTI
NGRESS/EGRESS72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPASSOCI
ATES, LLCASPEN SPRI
NG HOUSI
NGDB 18213 PG 2245MB 1998 PG 198615CRCR CRCR
CAT-1
GREU TL-3
GREU TL-3
-L-
-L-+46.47+61
.24
55
'R
+18
.72+76.3735
.68
'55
'R
55
'R
55
'R+34.66+73
.57 +84.73+07
.53
-Y- STA. 14+95.00
BEGIN CONSTRUCTION
+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
+
3
2
.0
0
1214
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
C
S
24" RCP 18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
INV=266.86'TOP=270.60'
INV=266.94'INV=268.47'INV=265.13'
INV=265.86'
INV=264.92'15" RCPI
NV=261.95'
I
NV=262.92'
TOP=269.91'
BOXJUNCTIONPOSSIBLE
HWCONC18" RCPCMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCPINV=268.61'TOP=271.20'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________N040
GRAPHIC SCALE 1"=80'
80 16080
2X ENLARGEMENT
SITE 1A
SITE 1B
42" RCP-III, NOT BURIED
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
DUAL 24" RCP-IV
DUAL 18" RCP-IV
REMOVE JB AND HW
CB
REMOVE
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
3OTCB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH REMOVESEE DETAI
L 1-6GRADE TO DRAI
NDI
CB
CB
CB
CBCBCB
CBCB6
0
" RCP-
III
36" RCP-IV18" RCP-IV REMOVECB
RETAIN REMOVEREMOVE
REMOVE
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CBHWRCP-I
V 18"
24"RCP-III36"HWRCP-III60"
JB w/MH
SPECIAL EX. 18" RCP-III Li
ner
= Gr
assPerm. Shear
=1.5 PSFShear
=1.21 PSFn= 0.035s
= 4.73%d= 0.41 FTV= 3.10 FPSQ= 1.55 CFS Cw= 0.5I
10= 7.22 i
n/hrTc= 5 MI
N.DA= 0.43 ACDETAI
L 1-2Li
ner
= Ri
p RapPer
m. Shear
= 4.0 PSFShear
= 3.0 PSFn= 0.065s
= 2.18 %d= 2.17 FTV= 4.11 FPSQ= 102.9 CFS Cw= 0.55I
10= 5.25 i
n/hrTc= 15 MI
N.DA= 46.30 ACB
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIEDSEE DETAI
L 1-2W/ CLASS 'I' RI
P RAPSTD. BASE DI
TCHOTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/ SEE DETAI
L 1-7GRASSED SWALELATERALREMOVEREMOVEREMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
1" = 40'
1" = 10'
MARCH / 2020
TAHTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)RMK
S S SURFACE WATER
DENOTES IMPACTS IN
3APLANSHEETWETLAND PERMITCLEARING
DENOTES MECHANIZED*
*
*
*
WETLAND
DENOTES FILL INFF
SHEET 7 OF 9
PERMIT DRAWING
OFFSET 48.36'
-SIDEWALK- STA. 12+15.28
270.69
WLB EASEMENT
PROPOSED
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16265 265
270 270
275 275
280 280
X-95BARWELL RD.
-Y-
2.5 5
15+25.00
SHEET 8 OF 9
PERMIT DRAWING
80
80
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1A Roadway Fill 0.01 211.9 Outlet Channel Restoration < 0.01 28.1 Dewatering < 0.01 62.0 1B Inlet Channel Restoration 39.7 Dewatering / Roadway Construction < 0.01 48.1 Sidewalk Construction < 0.01 0.01 < 0.01 18.8 TOTALS*:< 0.01 0.01 0.02 < 0.01 298.5 110.2 0NOTES:Revised 2018 Feb SHEET 9OF 9 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE COUNTYBARWELL ROAD NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS9/20/2021
IN STRE
AMBRE
AK
IN S
TREAMBREAK
30.29' RT.-L- STA. 50+27.50SIDEWALKTIE TO EXISTINGESTABLISHED1792
PROJECT DESIGN ENGINEER
SENIOR PROJECT ENGINEER
THE CITY OF RALEIGH
CITY MANAGER
RUFFIN L. HALL
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
N
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
and Regulations.
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
Site Accessibility _________________________________________
Urban Forestry __________________________________________
Fire ___________________________________________________
Planning/Zoning _________________________________________
Stormwater _____________________________________________
Public Utilities ___________________________________________
Transportation Field Services _______________________________
0
0
0
ENGINEERING SERVICES DEPARTMENT
All permits must be available and visible on site during the operation.-
Design and the Manual on Uniform Traffic Control Devices (MUTCD).
Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible
during construction shall be required to be compliant with the Public Rights of
and/or people with mobility concerns. Existing and alternative pedestrian routes
All public sidewalks must be accessible to pedestrians who are visually impaired -
NCDOT supplement to the MUTCD.
Roadway Structures”, °NCDOT “Roadway Standard Drawing Manual”, and the
Traffic Control, and the latest edition of the NCDOT “Standard Specification for
All Traffic Control Signage and practices shall adhere to the Manual on Uniform -
Jurisdiction.
work on any public street or sidewalk and NCDOT road within Raleigh’s
The City of Raleigh requires an approved Right-of-Way Obstruction Permit for -
of the approved plan, and ensure all permits are issued.
with the Engineering Inspections Coordinator to review the specific components
Prior to the start of work, the Client shall schedule a Pre-Construction meeting -
Services.
Keyword “Right-of-Way www.raleighnc.gov at [e-mail]
A permit request with a traffic control and/or pedestrian plan shall be submitted to -
apply for a permit with Right-of-Way Services.
the right-of-way or closing of any street, lane, or sidewalk, the contractor must
Prior to any work that impacts Street, Lane, and Sidewalk closures or detours: -
RIGHT OF WAY OBSTRUCTION NOTES:
ATTENTION CONTRACTORS
.CITY OF RALEIGHIN THE
FROM FUTURE WORK FINE AND POSSIBLE EXCLUSION WILL RESULT IN A STANDARDS
CITY OF RALEIGH OF VIOLATION , OR ANY OTHER JOBSITEON THE PERMITTED PLANS
, HAVE INSTALL A DOWNSTREAM PLUG, INSPECTIONTO CALL FOR FAILURE
OF THIS NOTIFICATION FAILURE.
REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
, AND REQUIRE MONETARY FINESCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
IN ADVANCE OF BEGINNING CITY DEPARTMENTS TO NOTIFY BOTH FAILURE
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.TWENTY FOUR HOURS
AT LEAST(919) 996-4540 AT PUBLIC UTILITIES DEPARTMENT AND THE
, [phone]AT ENGINEERING SERVICES DEPARTMENT THE CONTACTING
SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
RESPONSIBLE FOR THE EXTENSION OF WATER, CONSTRUCTION CONTRACTOR THE
ROADWAY IMPROVEMENT PROJECT
BARWELL ROAD (SR 2551)
BERKELEY LAKE ROAD
LOCATION: FROM ROCK QUARRY ROAD (SR 2542) TO
SIGNING, AND PAVEMENT MARKINGS
TYPE: GRADING, PAVEMENT, SIDEWALK,CURB AND GUTTER,
GRAPHIC SCALE 1"=40'
402040
GRAPHIC SCALE 1"=40'
402040
GRAPHIC SCALE 1"=10'
10510
BENJAMIN R. CRAWFORD, PE
MAYOR
MARY-ANN BALDWIN
SITE 1A
SITE 1B
DANIEL W. GARDNER, JR., PE

P-1
P-2
P-3
P-4 P-5 P-6
P-7
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
-L- STA. 10+80.31
BEGIN PROJECT
-L- STA. 80+59.27
END PROJECT
PEAR
L
RD.(SR 2550)RD. (SR 2542)ROCK QUARRYRD.
(SR 2551)DR.NEALS CREEKD
R. -
Y1-
B
A
R
WELL P
A
R
K
-L- BARWELL
D
R. B
A
R
WELL P
A
R
K
T
R. -Y2-
T
OMAHAWKTR. -Y3-CHASTEALSHEET 1 OF 9
PERMIT DRAWING
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BUFFER IMPACTS PERMIT
2SFD2SFD2SFD2SFD17
' CONC
7
2" W
D 72" WD72" WD7
2
" W
D
72" W
D 72" WD7
2
" WD
72
" WD
72" WD72" WD72" WD72" WD2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
1S
FD
18' CONC16' CONC16' CONC16' CONC16' CONC16' CONC16' CONCBK18" C
O
N
C

RW
18" C
O
N
C

RW
S72" BST1B
K
D
WD
DK
W
D
DK PO
R
T
C
A
R
BRK1SFD
S
72" WD72"
WD72" WDCONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RW18" BRK
C
ABMT
LVAR CONC RW10' GRGR
CONC
C
O
N
C
CO
N
C
CONC
CONC
CONC SS
S
SSSS1SMTLG
72" W
D
48" WDSSPEARL ROAD 25' PAVED ROADWAY
PEARL ROAD 20' PAVED ROADWAY
60" C
O
N
C
30" C&G30" C&G30" C&G
30" C&G60" CONC60" CO
N
C
60" CONC
60
" CONC
30" C&G
30" C&G
30" C&G30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GADVANTIS DRIVE 38' PAVED ROADWAY30"
C
&G
30" C&G 30" C&G60" CONC30" C&G27' PAVED ROADWAYWEDDINGTON ROADAPPERSON
DR
IVE
21
' PAVED
ROADWAY
CONC
VAR BLK RW21' PAVED ROADWAYWEDDINGTON ROADENDDEAD16' CONC12' CONCVARIESGR
C
O
N
C16'
CON
C16' 48" C
O
N
C36
" CONC36" CONC36" CONC36" CONC36" CONC3
6
" CONC
CONC
36" UTLYUNKLTSO
IL
SOIL3
6
" CONC
10' GR48" CONC36" CONC36"
C
ONC
G
R
V
A
R 8" HDPE8
" HDPE
8" HDPE8" HDPE8" H
D
P
E
8" HDPE
8" HDPE
-EL1-
-EL1--E
L
1-BL-101
BL-102
G
P
S
2
UTLYUNK156
7
9
10
11
12
13
14
20
212425
8CONC
3
6
" E
IPEIP
E
IP
E
IP
E
IP
EI
PE
IP
E
IPEIPEIP3
4
5
6
2 20' CI
TY OF RALEI
GH SANI
TARY SEWER EASEMENTPER BM 2002 PG 167530' UTI
LI
TY EASMTDB 2505 PG 101TCTCTTTH
H
W
T
HH
TS
TS
HH
HH
CCCC
EOIC
C
H
H
C
EOI
HHW
STATION
BELL SOUTH SS
DB3603 PG 396
EASEMENT
PERPETUAL
DB 3603 PG 396
FOR INGRESS/EGRESS
COMMON DRIVEWAY ESMT
DB 3603 PG 396
ESMT
INGRESS/EGRESS
ALDEGUNDA JIMENEZ
PEDRO AND
BERCIAN
AMY I.
STEPHEN HINES
HOUSING AUTH
RALEIGH
CITY OF
MCVICKER
RITA
KEVIN ANDSALA
ADRIANA D
JULIO AND
NC, LP
PROPERTY
IH5
TIRADO
DEMETRIUS
THEMBI AND
MELVIN
CRYSTAL
TERESA G DICKSON
JOANNA AND NEAL HALL
JOANNA R HALL
JIMMY R SMITH
VIRGINIA GREEN
ROBERT AND
LLC
BORROWER
2014-2
AMH
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
DITCH
PROPOSED
101516' D
R
24' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'29.22'26.51'16.5'CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6"11'11'11'33'
.
0
2
.0
2
.
0
2
.
0
4
.
0
4
.
0
3
.04.04.02.03.02.03.02.0100.01.02INC
.2
4'(TY
P
.).
0
3
.
0
2
.
0
1
INC.24'
(TYP.)16' DRCAT-1
CAT-1
GREU TL-3
GREU TL-3
-L--L
-20.
0
2
.
0
2.
0
1
+79.79+96.12 -L- STA. 9+99.94
BEGIN PROJECT
55'R+18.72
+
7
6.3
7
16.5'100' TA
P
E
R
100'
T
A
P
E
R
20' DR
EX.EX.2
3
4
6
12
12
9
11
DW
EDWE
DWE1
7
12
D
WE
DWEF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
S 15" RCPINV=261.95'
INV=262.92'CB15" RCP18" RCP15" RCP18
" RCP
15" RCPCBCBCB
C
B
IN
V
=262.46'IN
V
=261.51'IN
V
=25
2
.
9
0'
T
O
P
=257.17'IN
V
=252.92'INV
=
2
5
2
.
6
8'INV
=
2
5
2
.9
5'
TOP=2
5
6
.8
0'INV
=
2
5
2
.5
9'TOP=255.87'TO
P=259.95'
I
NV=258.73'TOP=262.66'CB1
5
" HD
P
E
15" RCP
15" RCP
18" RCP
INV=251.43'INV=251.41'IN
V
=256.23'IN
V
=256.31'
FESFES15" RCP15" RCP
15" RCPCity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
NSITE 1A
FOR INSET
SEE SHEET 3
MITIGABLE IMPACTS ZONE 2
SEE DETAIL 1-6
GRADE TO DRAIN
R
EM
O
V
E
REMOVE
REMOVE
REMOVE
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
RETA
IN REM
OVE60" RCP-III
18
" RC
P
-IV
18" RCP-IV 18" RCP-IV 18"
R
C
P
-IV

18" RCP-IV
18" RCP
-
IV
RCP-IV 18" 18" RCP-IV
18" RCP-IV
15" RCP-IV RETAINRETAIN
18" RCP-IV
SEE DETAIL 1-5
FS
DETAIL 1-6
GRADE TO DRAIN EXISTING SR 2550 - TYP.
FROM STA. 19+69 -L- RT TO STA. 21+16 -L- RT
( Not to Scale)
TO PROPOSED -L- RT 5' BASE LATERAL DITCH
SUITABLE MATERIAL AND GRADE TO DRAIN
BACKFILL EXISTING ROADWAY DITCHES WITH
DITCH
EXISTING
ROADWAY
EXISTING
HW
RCP-IV
18"
2:1
CB
CB
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 20+25 -L- TO STA. 21+04 -L- RT
DETAIL 1-2
B= 5 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 1-5
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
FROM STA. 13+38 TO STA. 13+53 -L- RT
C Proposed Ditch
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 1-3
5'-6'
2:1
Ground
Natural
Material*
Fill w/ Native
2:1
It is subject to approval by the engineer.
* Native material consists of material excavated from the site.
Ground
Natural
Geotextile
2'
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 13+55 TO STA. 15+60 -L- RT
DETAIL 1-4
GROUND
NATURAL
18" RCP-IV
RCP-IV
18"
RCP-III
60"
CUT DITCH SEE DETAIL 1-4
SPECIAL BACK OF CURB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
( Not to Scale)
3:13:1D
B
b
1"/Ft.
LATERAL GRASSED SWALE
FROM STA. 19+00 -L- TO STA. 20+25 -L- RT
Ground
Natural
SLOPE
FILL
DETAIL 1-7
b= 2 Ft.
B= 2 Ft.
Min. D= 1 Ft.
STA. 19+00 -L- TO 20+25 -L-
D10= 0.26 FT
V10= 2.10 FPS
Q10= 1.55
D2= 0.23 FT
V2= 1.96 FPS
Q2= 1.24 CFS
L PRO.= 57
L REQ.= 43
SLOPE= 3.40%
DA= 0.43 AC
GRASS SWALE DATA
SEE DETAIL 1-1
W/ CLASS 'B' RIP RAP
LATERAL BASE DITCH SEE DETAIL 1-7
GRASSED SWALE
LATERAL
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 18+50 -L- TO STA. 19+00 -L- RT
DETAIL 1-1
b= 2 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(
S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
1
SHEET 2 OF 9
PERMIT DRAWING
AUGUST / 2021PLANSHEETBUFFER PERMIT
223
226227
228228229229229229229229229229230230230230230
230230230231
231
2312
31
2
3
1 231231
232
232232232
2
3
2 232232232233
233
233233
233233233 233234234
234234234234234 2342342352352352352352
3
5235 235
235235 235236236
236236236236
2362
3
7
237237
237237237238238238238
238238239239239
239
239
239239240240240240240240240
240240240240240241241241
241241241241242242242242
242242243243243243
2432432432432442442442442
4
4
245245245245245245245245245245
245
245
246246246246246246
247247247247247247247
247
248
248
248
248
248248248248248248249249249249249249
249
249
249
249
2502502502502502502502502502502
5
0
2
5
0
250250250250250
2512512512512512512
5
1
251
251
251
252252252252252252252
25
22522
5
2
2532532532
5
3 2532532
5
3253253253
2532532542542542542542542542
5
4
254254254
254255
2
5
5
255255
255 2552552552552552552552552552552552552552552552552552552552552562562562562562562562562
5
6256
2562
5
7
257257257
257257
257257257257257257257
257257258258258258
258258258258258258258258259259
259259259259259259259259259260 260
260260260260
260
260260
2602602602602602602602602602602602602602602
6
0
261
261261
261261261261261261261261261262
262
262
262
262
2622622622622622622622
6
2
262
263
263
263263263263263263263263263263263263 263263
2642642642642642642642642
6
42642
6
4
264264264
265
265265265
265265265265265 265265265265265265
2652652652652652
6
5
2652
6
5
265265265265266
2
6
6
2662662662662662662662
6
6
2
6
6 266266266
267
267267267267267267
267267267268268268268268268268268
2682682682
6
9
269269269269269269269269269
269269269269 269269
2
7
0
270270270270270270270270270270270 270270270
270270
270270270
2702
7
1
271271271271271271271
2722722722722722722732732732732742742742742752752752752752752752752752762762762772772772782782782792792792802802802802812812SFD2SFD2SFD2SFD17
' CONC
7
2" W
D 72" WD72" WD7
2
" W
D
72" W
D 72" WD7
2
" WD
72
" WD
72" WD72" WD72" WD72" WD2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
1S
FD
18' CONC16' CONC16' CONC16' CONC16' CONC16' CONC16' CONCBK18" C
O
N
C

RW
18" C
O
N
C

RW
S72" BST1B
K
D
WD
DK
W
D
DK PO
R
T
C
A
R
BRK1SFD
S
72" WD72"
WD72" WDCONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RW18" BRK
C
ABMT
LVAR CONC RW10' GRGR
CONC
C
O
N
C
CO
N
C
CONC
CONC
CONC SS
S
SSSS1SMTLG
72" W
D
48" WDSSPEARL ROAD 25' PAVED ROADWAY
PEARL ROAD 20' PAVED ROADWAY
60" C
O
N
C
30" C&G30" C&G30" C&G
30" C&G60" CONC60" CO
N
C
60" CONC
60
" CONC
30" C&G
30" C&G
30" C&G30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GADVANTIS DRIVE 38' PAVED ROADWAY30"
C
&G
30" C&G 30" C&G60" CONC30" C&G27' PAVED ROADWAYWEDDINGTON ROADAPPERSON
DR
IVE
21
' PAVED
ROADWAY
CONC
VAR BLK RW21' PAVED ROADWAYWEDDINGTON ROADENDDEAD16' CONC12' CONCVARIESGR
C
O
N
C16'
CON
C16' 48" C
O
N
C36
" CONC36" CONC36" CONC36" CONC36" CONC3
6
" CONC
CONC
36" UTLYUNKLTSO
IL
SOIL3
6
" CONC
10' GR48" CONC36" CONC36"
C
ONC
G
R
V
A
R 8" HDPE8
" HDPE
8" HDPE8" HDPE8" H
D
P
E
8" HDPE
8" HDPE
-EL1-
-EL1--E
L
1-BL-101
BL-102
G
P
S
2
UTLYUNK156
7
9
10
11
12
13
14
20
212425
8CONC
3
6
" E
IPEIP
E
IP
E
IP
E
IP
EI
PE
IP
E
IPEIPEIP3
4
5
6
2 20' CI
TY OF RALEI
GH SANI
TARY SEWER EASEMENTPER BM 2002 PG 167530' UTI
LI
TY EASMTDB 2505 PG 101TCTCTTTH
H
W
T
HH
TS
TS
HH
HH
CCCC
EOIC
C
H
H
C
EOI
HHW
STATION
BELL SOUTH SS
DB3603 PG 396
EASEMENT
PERPETUAL
DB 3603 PG 396
FOR INGRESS/EGRESS
COMMON DRIVEWAY ESMT
DB 3603 PG 396
ESMT
INGRESS/EGRESS
ALDEGUNDA JIMENEZ
PEDRO AND
BERCIAN
AMY I.
STEPHEN HINES
HOUSING AUTH
RALEIGH
CITY OF
MCVICKER
RITA
KEVIN ANDSALA
ADRIANA D
JULIO AND
NC, LP
PROPERTY
IH5
TIRADO
DEMETRIUS
THEMBI AND
MELVIN
CRYSTAL
TERESA G DICKSON
JOANNA AND NEAL HALL
JOANNA R HALL
JIMMY R SMITH
VIRGINIA GREEN
ROBERT AND
LLC
BORROWER
2014-2
AMH
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ASSOCIATES, LLC
ASPEN SPRING HOUSING
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
DITCH
PROPOSED
101516' D
R
24' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'29.22'26.51'16.5'CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6"11'11'11'33'
.
0
2
.0
2
.
0
2
.
0
4
.
0
4
.
0
3
.04.04.02.03.02.03.02.0100.01.02INC
.2
4'(TY
P
.).
0
3
.
0
2
.
0
1
INC.24'
(TYP.)16' DRCAT-1
CAT-1
GREU TL-3
GREU TL-3
-L--L
-20.
0
2
.
0
2.
0
1
+79.79+96.12 -L- STA. 9+99.94
BEGIN PROJECT
55'R+18.72
+
7
6.3
7
16.5'100' TA
P
E
R
100'
T
A
P
E
R
20' DR
EX.EX.2
3
4
6
12
12
9
11
DW
EDWE
DWE1
7
12
D
WE
DWEF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
S 15" RCPINV=261.95'
INV=262.92'CB15" RCP18" RCP15" RCP18
" RCP
15" RCPCBCBCB
C
B
IN
V
=262.46'IN
V
=261.51'IN
V
=25
2
.
9
0'
T
O
P
=257.17'IN
V
=252.92'INV
=
2
5
2
.
6
8'INV
=
2
5
2
.9
5'
TOP=2
5
6
.8
0'INV
=
2
5
2
.5
9'TOP=255.87'TO
P=259.95'
I
NV=258.73'TOP=262.66'CB1
5
" HD
P
E
15" RCP
15" RCP
18" RCP
INV=251.43'INV=251.41'IN
V
=256.23'IN
V
=256.31'
FESFES15" RCP15" RCP
15" RCPCity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
NSITE 1A
FOR INSET
SEE SHEET 3A
MITIGABLE IMPACTS ZONE 2
SITE 1A
SEE DETAIL 1-6
GRADE TO DRAIN
R
EM
O
V
E
REMOVE
REMOVE
REMOVE
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
RETA
IN REM
OVE60" RCP-III
18
" RC
P
-IV
18" RCP-IV 18" RCP-IV 18"
R
C
P
-IV

18" RCP-IV
18" RCP
-
IV
RCP-IV 18" 18" RCP-IV
18" RCP-IV
15" RCP-IV RETAINRETAIN
18" RCP-IV
SEE DETAIL 1-5
FS
DETAIL 1-6
GRADE TO DRAIN EXISTING SR 2550 - TYP.
FROM STA. 19+69 -L- RT TO STA. 21+16 -L- RT
( Not to Scale)
TO PROPOSED -L- RT 5' BASE LATERAL DITCH
SUITABLE MATERIAL AND GRADE TO DRAIN
BACKFILL EXISTING ROADWAY DITCHES WITH
DITCH
EXISTING
ROADWAY
EXISTING
HW
RCP-IV
18"
2:1
CB
CB
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 20+25 -L- TO STA. 21+04 -L- RT
DETAIL 1-2
B= 5 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 1-5
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
FROM STA. 13+38 TO STA. 13+53 -L- RT
C Proposed Ditch
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 1-3
5'-6'
2:1
Ground
Natural
Material*
Fill w/ Native
2:1
It is subject to approval by the engineer.
* Native material consists of material excavated from the site.
Ground
Natural
Geotextile
2'
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 13+55 TO STA. 15+60 -L- RT
DETAIL 1-4
GROUND
NATURAL
18" RCP-IV
RCP-IV
18"
RCP-III
60"
CUT DITCH SEE DETAIL 1-4
SPECIAL BACK OF CURB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
( Not to Scale)
3:13:1D
B
b
1"/Ft.
LATERAL GRASSED SWALE
FROM STA. 19+00 -L- TO STA. 20+25 -L- RT
Ground
Natural
SLOPE
FILL
DETAIL 1-7
b= 2 Ft.
B= 2 Ft.
Min. D= 1 Ft.
STA. 19+00 -L- TO 20+25 -L-
D10= 0.26 FT
V10= 2.10 FPS
Q10= 1.55
D2= 0.23 FT
V2= 1.96 FPS
Q2= 1.24 CFS
L PRO.= 57
L REQ.= 43
SLOPE= 3.40%
DA= 0.43 AC
GRASS SWALE DATA
SEE DETAIL 1-1
W/ CLASS 'B' RIP RAP
LATERAL BASE DITCH SEE DETAIL 1-7
GRASSED SWALE
LATERAL
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 18+50 -L- TO STA. 19+00 -L- RT
DETAIL 1-1
b= 2 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(
S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
1A
SHEET 3 OF 9
PERMIT DRAWING
PLAN SHEETBUFFER PERMITAUGUST / 2021TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(
S
E
E
S
HE
E
T
P-
2)MAT
C
HLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
SHEET 2 OF 9
PERMIT DRAWING
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 2
C
ABMT
LVAR CONC RWPADCONCBLDG1SMTL1SFDWD DK72" WD
1SFD72" CHL
1SFD48" CHL
48" CHL
48" CHL48" CHL
72" VNYL
72" VNYL
1SBKD
15' BST15' BSTWD DKBKD PVRS
BST
PORT
CAR
MTL BST1SFD2SFD 20'
CONC1SFD12" BKD RWFIREPITCOVWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODS
WOODSPOOLRIPRAPRIPRAP 2SFDWD DK2SFD
2SFD
10'
C
ONC
DKWD
DKWD
CONC60" CONC
60" CONC1SFGSSWD DKOPEPOP1SFG72" WD36" WPWD DK SROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
ROCK QUARRY ROAD 36' PAVED ROADWAYSBARWELL PARK DRI
VE 27'
PAVED ROADWAYBARWELL PARK DRI
VE 20'
PAVED ROADWAY60" CONC
70" CONC70" CONC70" CONC60" CONC
60" CONC
BARWELL ROAD 35' PAVED ROADWAY
30" C&G30" C&G3
0
" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G C&G3
0"VAR CONC RWSRAP
RIP
GR
VAR
IESGR VARIESGR
VAR
IESGR VARI
ES
GR VARIES
GR VARI
ESGR VARI
ESGR VARIESGR VARIESGR VARIESGR VARIES
VARIES
GR SRAPRIPRAPRIPRAPRIPVAR
IE
S
GR
RAPRIPRAPRIPRAPRIPWRIPRAPRAPRIP10
' BST
48" CONC
36" CONC24" CONCRAPRIP VARIESCONC
12' CONCVARIESCONC
VARIESBSTRIP RAPVARIESCONC
VAR BST
VAR CON RW4
8"
C
O
N
C
48" CONC
36" CONC
48" CONC
1
3' CONCTOP=290.37'
SSMH LOCKEDINV UNATTAINABLE
8" HDPE
8" HDPE
8" HDPE
INV=270.01'INV=270.09'TOP=277.56'
INV=265.42'INV=265.42'TOP=271.38'
8" HDP
E
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'8" HDPE8" HDPE8" HDPE8" HDPE
VARI
ESGRVAR GR36" CONC
48" CONC48" CONCBL-102BL-103
W/LTLT27283244WVARIESGR
EIP
EIP
EIP
EIP
SANITARY SEWER EASEMENT
15' CITY OF RALEIGH
BM 2002 PG 167530' UTILITY EASMTDB 2505 PG 101MONPROP
T1093T1093
T60T62
T63
T64
T65T66
T67
T68
T69
T70T71
T72
T73T74
T75T76T77T78T79
T80
T81
T82
T261T2
6
2 T263T264T265T266T267T855 T856
T857T858
T859T868 T1083
T1084
T1085
T1086
T1087T1088
T1089
T1090
T1091T1092
T1094
T1095
T1096
T1097
T1098
T1099 T1100
T1101
T
116
8
T
116
9
T
117
0
T
117
1
T
117
2
T61
T1093CTTHHT
T
C
T
C
S HHHHEOI HHC
EOIEOIHHCHHEOIEOI
EOIEOI EOI
EOI
HHCHHT
EOIHHC
T
C HHHHHHHHHH
HH
STATI
ONBELL SOUTH 72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPFRANK AND GWEN GREM
REBECCA STROUD
MILTON AND CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
KIMBERLY M JONES
JEANETTE MANLEY
JONATHAN AND
MARY E WIGGINS
NANCY W HARPER
LEWIS B WOODARD
HELEN D MORGAN
AMANDA M FERGUSON
PRISCILLA AND SHERMAN DUNN
JIMMY R SMITH
ASHLEY R GREEN
VIRGINIA GREEN
ROBERT AND
ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
.02.01.01152020'DR
20'DR
20'DR
28' DR 28' DR
22' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'16.5'
CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6" 11'11'11'33'00.02.02.02.02CRCR CRCRCR
C
R37.54'16.5'GREU TL-3
60" SIDEWALK
TIE TO EXISTING-Y--L-
-L-
-L-
-Y1-25.01.00.01.02116' TAPER
4.5'R
2.5'R
BUS PAD
PROPOSED
+57.98LANDSCAPED MEDIAN
120' PROPOSED
TAPER40'
CR+46.47+61
.24 15CR
CR
55
'R
+18
.72
20R
ex
.
ex
.
11.31
'22.61
' -Y- STA. 18+20.00
END CONSTRUCTION
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE+76.3735
.68
'55
'R
55
'R
55
'R
40'R
45'R+34.66+73
.57 +84.73+07
.53
+74.91+77.81
+87.76+11.81 -Y- STA. 14+95.00
BEGIN CONSTRUCTION
-Y1- STA. 12+82.00
BEGIN CONSTRUCTION +82.27+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
ex
.+
3
2
.0
0
CONSTRUCTION BY OTHERS
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
13
18
17
19
21
22
DW E
DW E
DW E
DW
EDWEDW
ED WE DW
EDWE15
14
16
20
23
11
DWEAEAE AEF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
CONC
CONC
S
24" RCP
18"
R
CP
24" RCP
15" RCP18" RCP
24" RCP
CB
DI
CB
CB
CB
CBI
NV=279.06'
I
NV=279.58'
24" RCP15" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
DI
CB
15" RCP
INV=271.17'TOP=274.21'
INV=274.94'
CB
CB
INV=287.95'TOP=294.37'
INV=287.25'
INV=288.77'
DI
INV=271.45'INV=271.20'TOP=276.07'
DI
INV=267.87'TOP=272.58'INV=268.47'INV=265.13'
INV=264.92'
TOP=269.91'18" RCP15" RCP
24" RCP24" RCPCB
CBDI
TOP=291.68'INV=288.18'INV=289.12
'
NO INV FOUNDPIPE DIRECTION
BOXJUNCTIONPOSSIBLE
24" RCP
INV=269.56'
INV=273.62'I
NV=278.61'HWCONCHWCONC
INV=282.63'
INV=275.07'
CONC HW
18" RCP15" RCP15" RCP12" RCP15" RCP15" HDPE
15" HDPE
15" HDPE
CMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCP15" RCPINV=268.61'INV=271.49'CBINV=271.27'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKNSITE 1A
SITE 1B
FOR INSET
SEE SHEET 3
MITIGABLE IMPACTS ZONE 2
JB w/MH
JB w/MH
REMOVE2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 2-4
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
FROM STA. 24+93 -L- TO STA. 25+02 -L- RT
SEE DETAIL 2-3
FS
REMOVE
REMOVEDI
DI DI
DI
2GI-D
2GI-D
CB
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
RETAIN
RETAIN
RETAINRETAIN
36" RCP-IV30" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV RCP-IV24"
R
C
P-I
V2
4" RCP-I
V2
4"24" RCP-
I
V24" RCP-IV
24" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV RCP-IV 15" RCP-IV 15" 15" RCP-I
V RCP-
I
V 15"
15" RCP-IV REMOVECB
RETAIN
CB
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RET
AI
NSEE DETAIL 2-4
48 SY GEOTEXTILE
EST 26 TONS
CLASS 'I' RIP RAP
STANDARD 2' BASE DITCH
REMOVE MH
REMOVE
REMOVE
REMOVE
RETAIN
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
15" RCP-IV
EST. 38 SY GEOTEXTILE
EST. 26 TONS
CLASS 'I' RIP-RAP
24" RCP-IV
RETAIN DI
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CB
3OTCB
24"RCP-III36"2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+82 -Y- TO STA. 15+99 -Y- RT
DETAIL 2-2
B= 4-6 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
HW
SEE DETAIL 2-1
CUT DITCH W/ CL 'B' RIP-RAP
SPECIAL BACK OF CURB
SPECIAL BACK OF CURB CUT DITCH
DETAIL 2-1
FROM STA. 22+51 -L- LT TO STA. 23+00 -L- LT
FROM STA. 17+84 -Y- LT TO STA. 18+16 -Y- RT
Type of Liner= Rip Rap
FROM STA. 24+85 TO STA. 25+00 -L- LT
DETAIL 2-3
S=Ditch Slope C Proposed Ditch
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/
REMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.002(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00PLANSHEETBUFFER PERMITAUGUST / 2021
IMPACTS IN SURFACE WATERDENOTES TEMPORARY
SHEET 4 OF 9
PERMIT DRAWING
258259
260
260261262263
264264265265
265265265266
2662662662662672672672672672672
6
8
268
268268268269269
2692692692
6
9 269269270
270270270
2702702702702702702
7
0 2702
7
0270
2
7
0
2
7
0
271
2712712712712712712
7
1
2
7
1
2
7
1
2
7
12712
7
1
2
7
2
2722
7
2
272272
272272272273273273273273
2
7
3
2
7
3
2732742742742742742742742742
7
4
2
7
5
275275
2
7
5
275275
275275275275275
2752752752752752
7
5
2
7
5
2
7
6
276276
2
7
6
2762762762762762762
7
62
7
6
2
7
6
27
7
2
77277277
277
277277278278278
278
278278278279279
279279279279279280280280280280280280
280280
280
2
8
02802
8
0
2
8
0
2
8
0
280
2
8
0
2
8
0281
281
281
281
281281281
281
2
8
1281
282
282282
282
2822
8
2
282282283283
2832
8
3
283283283283283284
2842842842842842842842842
8
4
2
8
4
285285285285285285 285285285285
285
285
285
285285285286
286286
286
2862862862862872872
8
7
2
87 287287287287287287288288288288288
288288288288289289
2
8
9
289
289
289
2892892892
9
0
290290 290
2
9
0
290
290
290
2
9
0
290290290
290290290290290290290
290
2
9
0
291
291291291291291291291
291
291
291
291292
292292292292292292292
2
9
2
2922
9
2 293293293293293293293
2
9
3
293293 294294294294294294
2942
9
5
295295295295295295295295
295
295295
2952952
9
5
296296296
296296296
296296
297297297297297
298298298298
298
299299299299
3003003003003
0
0
3 0 0
300301301301
3013023023023033033033033033043043
0
4
304
C
ABMT
LVAR CONC RWPADCONCBLDG1SMTL1SFDWD DK72" WD
1SFD72" CHL
1SFD48" CHL
48" CHL
48" CHL48" CHL
72" VNYL
72" VNYL
1SBKD
15' BST15' BSTWD DKBKD PVRS
BST
PORT
CAR
MTL BST1SFD2SFD 20'
CONC1SFD12" BKD RWFIREPITCOVWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODS
WOODSPOOLRIPRAPRIPRAP 2SFDWD DK2SFD
2SFD
10'
C
ONC
DKWD
DKWD
CONC60" CONC
60" CONC1SFGSSWD DKOPEPOP1SFG72" WD36" WPWD DK SROCK QUARRY ROAD 46' PAVED ROADWAYBARWELL ROAD 48' PAVED ROADWAY
ROCK QUARRY ROAD 36' PAVED ROADWAYSBARWELL PARK DRI
VE 27'
PAVED ROADWAYBARWELL PARK DRI
VE 20'
PAVED ROADWAY60" CONC
70" CONC70" CONC70" CONC60" CONC
60" CONC
BARWELL ROAD 35' PAVED ROADWAY
30" C&G30" C&G3
0
" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G C&G3
0"VAR CONC RWSRAP
RIP
GR
VAR
IESGR VARIESGR
VAR
IESGR VARI
ES
GR VARIES
GR VARI
ESGR VARI
ESGR VARIESGR VARIESGR VARIESGR VARIES
VARIES
GR SRAPRIPRAPRIPRAPRIPVAR
IE
S
GR
RAPRIPRAPRIPRAPRIPWRIPRAPRAPRIP10
' BST
48" CONC
36" CONC24" CONCRAPRIP VARIESCONC
12' CONCVARIESCONC
VARIESBSTRIP RAPVARIESCONC
VAR BST
VAR CON RW4
8"
C
O
N
C
48" CONC
36" CONC
48" CONC
1
3' CONCTOP=290.37'
SSMH LOCKEDINV UNATTAINABLE
8" HDPE
8" HDPE
8" HDPE
INV=270.01'INV=270.09'TOP=277.56'
INV=265.42'INV=265.42'TOP=271.38'
8" HDP
E
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'8" HDPE8" HDPE8" HDPE8" HDPE
VARI
ESGRVAR GR36" CONC
48" CONC48" CONCBL-102BL-103
W/LTLT27283244WVARIESGR
EIP
EIP
EIP
EIP
SANITARY SEWER EASEMENT
15' CITY OF RALEIGH
BM 2002 PG 167530' UTILITY EASMTDB 2505 PG 101MONPROP
T1093T1093
T60T62
T63
T64
T65T66
T67
T68
T69
T70T71
T72
T73T74
T75T76T77T78T79
T80
T81
T82
T261T2
6
2 T263T264T265T266T267T855 T856
T857T858
T859T868 T1083
T1084
T1085
T1086
T1087T1088
T1089
T1090
T1091T1092
T1094
T1095
T1096
T1097
T1098
T1099 T1100
T1101
T
116
8
T
116
9
T
117
0
T
117
1
T
117
2
T61
T1093CTTHHT
T
C
T
C
S HHHHEOI HHC
EOIEOIHHCHHEOIEOI
EOIEOI EOI
EOI
HHCHHT
EOIHHC
T
C HHHHHHHHHH
HH
STATI
ONBELL SOUTH 72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPFRANK AND GWEN GREM
REBECCA STROUD
MILTON AND CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
KIMBERLY M JONES
JEANETTE MANLEY
JONATHAN AND
MARY E WIGGINS
NANCY W HARPER
LEWIS B WOODARD
HELEN D MORGAN
AMANDA M FERGUSON
PRISCILLA AND SHERMAN DUNN
JIMMY R SMITH
ASHLEY R GREEN
VIRGINIA GREEN
ROBERT AND
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
.02.01.01152020'DR
20'DR
20'DR
28' DR 28' DR
22' DR
MULTIUSE PATH
PROPOSED 10'
SIDEWALK
PROPOSED 6'16.5'
CURB & GUTTER
PROPOSED 2'-6"
CURB & GUTTER
PROPOSED 2'-6" 11'11'11'33'00.02.02.02.02CRCR CRCRCR
C
R37.54'16.5'GREU TL-3
60" SIDEWALK
TIE TO EXISTING-Y--L-
-L-
-L-
-Y1-25.01.00.01.02116' TAPER
4.5'R
2.5'R
BUS PAD
PROPOSED
+57.98LANDSCAPED MEDIAN
120' PROPOSED
TAPER40'
CR+46.47+61
.24 15CR
CR
55
'R
+18
.72
20R
ex
.
ex
.
11.31
'22.61
' -Y- STA. 18+20.00
END CONSTRUCTION
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE+76.3735
.68
'55
'R
55
'R
55
'R
40'R
45'R+34.66+73
.57 +84.73+07
.53
+74.91+77.81
+87.76+11.81 -Y- STA. 14+95.00
BEGIN CONSTRUCTION
-Y1- STA. 12+82.00
BEGIN CONSTRUCTION +82.27+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
ex
.+
3
2
.0
0
CONSTRUCTION BY OTHERS
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
13
18
17
19
21
22
DW E
DW E
DW E
DW
EDWEDW
ED WE DW
EDWE15
14
16
20
23
11
DWEAEAE AEF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
CONC
CONC
S
24" RCP
18"
R
CP
24" RCP
15" RCP18" RCP
24" RCP
CB
DI
CB
CB
CB
CBI
NV=279.06'
I
NV=279.58'
24" RCP15" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP18" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
DI
CB
15" RCP
INV=271.17'TOP=274.21'
INV=274.94'
CB
CB
INV=287.95'TOP=294.37'
INV=287.25'
INV=288.77'
DI
INV=271.45'INV=271.20'TOP=276.07'
DI
INV=267.87'TOP=272.58'INV=268.47'INV=265.13'
INV=264.92'
TOP=269.91'18" RCP15" RCP
24" RCP24" RCPCB
CBDI
TOP=291.68'INV=288.18'INV=289.12
'
NO INV FOUNDPIPE DIRECTION
BOXJUNCTIONPOSSIBLE
24" RCP
INV=269.56'
INV=273.62'I
NV=278.61'HWCONCHWCONC
INV=282.63'
INV=275.07'
CONC HW
18" RCP15" RCP15" RCP12" RCP15" RCP15" HDPE
15" HDPE
15" HDPE
CMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCP15" RCPINV=268.61'INV=271.49'CBINV=271.27'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
020
GRAPHIC SCALE 1"=40'
40 8040
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKNSITE 1A
SITE 1B
MITIGABLE IMPACTS ZONE 2
FOR INSET
SEE SHEET 3
SR 2542BARWELLRD.
SR 2551
QUARRY RD.ROCKSITE 1A
SITE 1B
FOR INSET
SEE SHEET 3
JB w/MH
JB w/MH
REMOVE2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 2-4
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
FROM STA. 24+93 -L- TO STA. 25+02 -L- RT
SEE DETAIL 2-3
FS
REMOVE
REMOVEDI
DI DI
DI
2GI-D
2GI-D
CB
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
RETAIN
RETAIN
RETAINRETAIN
36" RCP-IV30" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV RCP-IV24"
R
C
P-I
V2
4" RCP-I
V2
4"24" RCP-
I
V24" RCP-IV
24" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV RCP-IV 15" RCP-IV 15" 15" RCP-I
V RCP-
I
V 15"
15" RCP-IV REMOVECB
RETAIN
CB
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RET
AI
NSEE DETAIL 2-4
48 SY GEOTEXTILE
EST 26 TONS
CLASS 'I' RIP RAP
STANDARD 2' BASE DITCH
REMOVE MH
REMOVE
REMOVE
REMOVE
RETAIN
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
15" RCP-IV
EST. 38 SY GEOTEXTILE
EST. 26 TONS
CLASS 'I' RIP-RAP
24" RCP-IV
RETAIN DI
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CB
3OTCB
24"RCP-III36"2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+82 -Y- TO STA. 15+99 -Y- RT
DETAIL 2-2
B= 4-6 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class 'I' Rip-Rap
Geotextile
HW
SEE DETAIL 2-1
CUT DITCH W/ CL 'B' RIP-RAP
SPECIAL BACK OF CURB
SPECIAL BACK OF CURB CUT DITCH
DETAIL 2-1
FROM STA. 22+51 -L- LT TO STA. 23+00 -L- LT
FROM STA. 17+84 -Y- LT TO STA. 18+16 -Y- RT
Type of Liner= Rip Rap
FROM STA. 24+85 TO STA. 25+00 -L- LT
DETAIL 2-3
S=Ditch Slope C Proposed Ditch
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/
REMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
BMS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.002A(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00PLANSHEETBUFFER PERMITAUGUST / 2021
SHEET 5 OF 9
PERMIT DRAWING
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 2MITIGABLE IMPACTS ZONE 1
WOODSC
ABMT
LVAR CONC RWPADCONCWOODSRIPRAPRIPRAPBARWELL ROAD 48' PAVED ROADWAY
PEARL ROAD 25' PAVED ROADWAYROCK QUARRY ROAD 36' PAVED ROADWAY30" C&G
VAR BLK RWRIPRAPRAPRIPVAR CON RW8" HDPE
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=265.73'SSMH LOCKEDI
NV UNATTAI
NABLE8" HDP
E TOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'I
NV=261.17'I
NV=258.93'
I
NV=259.22'8" HDPE8" HDPE8" HDPE8" HDPEVARI
ESGR13141518192
0
21 22233335
3637WT47T48T4
9T50T51T52T54T55T56T57T58T59T60T53T
C
T
HHHHHHC
S
C
EOIEOICHHEOIEOI
EOIEOI
HHT
HHHHSTATI
ONBELL SOUTH SSDB3603 PG 396EASEMENTPERPETUALDB 3603 PG 396ESMTI
NGRESS/EGRESS72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
1528' DR
CRCR CRCR
CAT-1
CAT-1
GREU TL-3
-L-
-L-+46.47+61
.24
55
'R
+18
.72+76.3735
.68
'55
'R
55
'R+34.66+73
.57
-Y- STA. 14+95.00
BEGIN CONSTRUCTION
+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
+
3
2
.0
0
14
F F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
C
C
F
F
C
F
S
24" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
INV=266.86'TOP=270.60'
INV=266.94'15" RCPI
NV=261.95'
I
NV=262.92'
BOXJUNCTIONPOSSIBLE
HWCONC18" RCPCMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCPINV=268.61'TOP=271.20'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________N040
GRAPHIC SCALE 1"=80'
80 16080
2X ENLARGEMENT
SITE 1A
SITE 1B
MITIGABLE IMPACTS ZONE 2
42" RCP-III, NOT BURIED
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
DUAL 24" RCP-IV
DUAL 18" RCP-IV
REMOVE JB AND HW
CB
REMOVE
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
3OTCB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH REMOVESEE DETAI
L 1-6GRADE TO DRAI
NDICB CB
CB
CBCBCB
CBCB6
0
" RCP-
III
36" RCP-IV18" RCP-IV REMOVECB
RETAIN REMOVEREMOVE
REMOVE
REMOVE
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CBHWRCP-I
V 18"
3OTCB
RCP-III36"HWRCP-III60"
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
TR
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIEDSEE DETAI
L 1-3W/ CL 'I' RI
P-RAPOUTLET CHANNELCONSTRUCTFILL
FLOWABLE
FILL W/ REMOVEREMOVEREMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)3 PLANSHEETBUFFER PERMITSHEET 6 OF 9
PERMIT DRAWING
AUGUST / 2021
BMS
253253253254255
2
5
5255255
255256256
256257
2572
5
7
258
258258258259259259260260
2602602602602602612612612
6
2
262262262263263
263263263264264264
264264264265
2652652652652652
6
5265
265266
266266266266266267267267267267267268
268268268269
2692692692692
6
9
270
2702702702702702702702
7
0
2
7
0 2712712712712712
7
1
2
7
1 271272272
272272273273273274275275276WOODSC
ABMT
LVAR CONC RWPADCONCWOODSRIPRAPRIPRAPBARWELL ROAD 48' PAVED ROADWAY
PEARL ROAD 25' PAVED ROADWAYROCK QUARRY ROAD 36' PAVED ROADWAY30" C&G
VAR BLK RWRIPRAPRAPRIPVAR CON RW8" HDPE
T
OP
=
2
7
1.0
8'
S
S
MH
F
UL
L OF WAT
E
R
I
NV UNAT
T
AI
NAB
L
ETOP=265.73'SSMH LOCKEDI
NV UNATTAI
NABLE8" HDP
E TOP=264.05'INV=258.29'INV=257.78'INV=258.01'INV=257.65'TOP=267.55'I
NV=261.17'I
NV=258.93'
I
NV=259.22'8" HDPE8" HDPE8" HDPE8" HDPEVARI
ESGR13141518192
0
21 22233335
3637WT47T48T4
9T50T51T52T54T55T56T57T58T59T60T53T
C
T
HHHHHHC
S
C
EOIEOICHHEOIEOI
EOIEOI
HHT
HHHHSTATI
ONBELL SOUTH SSDB3603 PG 396EASEMENTPERPETUALDB 3603 PG 396ESMTI
NGRESS/EGRESS72" CONCIN STREAMBREAK IN STREAMBREAK RIPRAPALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
1528' DR
CRCR CRCR
CAT-1
CAT-1
GREU TL-3
-L-
-L-+46.47+61
.24
55
'R
+18
.72+76.3735
.68
'55
'R
55
'R+34.66+73
.57
-Y- STA. 14+95.00
BEGIN CONSTRUCTION
+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68'
+
3
2
.0
0
14
F F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
C
C
F
F
C
F
S
24" RCP30" RCP48" RCP30" RCP18" RCPINV=266.63'I
NV=259.52'48" RCPINV=262.29'CB
INV=266.86'TOP=270.60'
INV=266.94'15" RCPI
NV=261.95'
I
NV=262.92'
BOXJUNCTIONPOSSIBLE
HWCONC18" RCPCMP48"BOXJUNCTIONU/GBOXJUNCTIONU/G15" RCPINV=268.61'TOP=271.20'(FULL OF DIRT)NO OUTLET PIPE OBSERVEDCBINV=268.57'City of Raleigh Review Officer
City of Raleigh Development Approval ________________________N040
GRAPHIC SCALE 1"=80'
80 16080
2X ENLARGEMENT
SITE 1A
SITE 1B
MITIGABLE IMPACTS ZONE 2
42" RCP-III, NOT BURIED
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
DUAL 24" RCP-IV
DUAL 18" RCP-IV
REMOVE JB AND HW
CB
REMOVE
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
SEE DETAIL 1-3
W/ CL 'I' RIP-RAP
OUTLET CHANNEL
CONSTRUCT
3OTCB
SEE DETAIL 1-2
W/ CLASS 'I' RIP RAP
STD. BASE DITCH REMOVESEE DETAI
L 1-6GRADE TO DRAI
NDICB CB
CB
CBCBCB
CBCB6
0
" RCP-
III
36" RCP-IV18" RCP-IV REMOVECB
RETAIN REMOVEREMOVE
REMOVE
REMOVE
AND JB
REMOVE PIPE
18" RCP-IV 18" RCP-III CB
CBHWRCP-I
V 18"
3OTCB
RCP-III36"HWRCP-III60"
JB w/MH
SPECIAL EX. 18" RCP-III B
U
R
IED
N
O
TR
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS 'I' RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIEDSEE DETAI
L 1-3W/ CL 'I' RI
P-RAPOUTLET CHANNELCONSTRUCTFILL
FLOWABLE
FILL W/ REMOVEREMOVEREMOVE JB AND HW
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
1" = 40'
1" = 10'TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)3APLANSHEETBUFFER PERMITSHEET 7 OF 8
PERMIT DRAWING
AUGUST / 2021
BMS
Site Station StructureNo.(From/To)Size / Type1AFROM -L- STA 18+71x17098 9176TO -L- STA 21+64 LT/RT1BFROM -Y- STA 14+91x6052 2108TO -Y- STA 21+65 RT0 0 0 23150 11284 0 0 0NOTES:Revised 2018 Feb SHEET 8OF9BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE COUNYBARWELL ROADALLOWABLE MITIGABLE9/20/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)

7

ATTACHMENT C

ES
TABLISHED 1792
PROJECT DESIGN ENGINEER
SENIOR PROJECT ENGINEER
THE CITY OF RALEIGH
CITY MANAGER
RUFFIN L. HALL
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)NCONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
0
0
0
ENGINEERING SERVICES DEPARTMENT
PUBLIC IMPROVEMENT QUANTITIES
ATTENTION CONTRACTORS
.CITY OF RALEIGHIN THE
FROM FUTURE WORK FINE AND POSSIBLE EXCLUSION WILL RESULT IN A STANDARDS
CITY OF RALEIGH OF VIOLATION , OR ANY OTHER JOBSITEON THE PERMITTED PLANS
, HAVE INSTALL A DOWNSTREAM PLUG, INSPECTIONTO CALL FOR FAILURE
OF THIS NOTIFICATION FAILURE.
REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
, AND REQUIRE MONETARY FINESCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
IN ADVANCE OF BEGINNING CITY DEPARTMENTS TO NOTIFY BOTH FAILURE
PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.TWENTY FOUR HOURS
AT LEAST(919) 996-4540 AT PUBLIC UTILITIES DEPARTMENT AND THE
, [phone]AT ENGINEERING SERVICES DEPARTMENT THE CONTACTING
SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
RESPONSIBLE FOR THE EXTENSION OF WATER, CONSTRUCTION CONTRACTOR THE

PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONROADWAY IMPROVEMENT PROJECT
BARWELL ROAD (SR 2551)

BERKELEY LAKE ROAD
LOCATION: FROM ROCK QUARRY ROAD (SR 2542) TO
SIGNING, AND PAVEMENT MARKINGS
TYPE: GRADING, PAVEMENT, SIDEWALK,CURB AND GUTTER,
GRAPHIC SCALE 1"=40’
402040
P-1
P-2
P-3
P-4 P-5
P-6
P-7
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
-L- STA. 84+50.34
END PROJECT
(SR 2550)
RD.
(SR 2551)
NOT TO SCALE
VICINITY MAP NORTHGRAPHIC SCALE 1"=40’
402040
GRAPHIC SCALE 1"=10’
10510
BENJAMIN R. CRAWFORD, PE
-L- BARWELL
MAYOR
MARY-ANN BALDWIN
-Y-
POC -Y- STA. 17+14.87
POC -L- STA. 21+86.18=
POT -Y2- STA. 12+18.69
POC -L- STA. 46+28.82=
POT -Y3- STA. 14+91.08
POT -L- STA. 55+10.99=
PROJECT
END
PROJECT
BEGIN
POT -Y1- STA. 15+51.37
POC -L- STA. 26+35.88=
PLANS REVIEW R/W
-L- STA. 9+99.94
BEGIN PROJECT
modification to this approval once issued will invalidate this approval.
the City. This electronic approval may not be edited once issued. Any
by this approval must proceed in accordance with the plans kept on file with
below. The City will retain a copy of the approved plans. Any work authorized
approval is valid only upon the signature of a City of Raleigh Review Officer
Electronic Approval: This approval is being issued electronically. This
and Regulations.
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
(SR 2542)ROCK QUARRY RD.
B
A
R
WELL P
A
R
K
D
R. -Y1-
B
AR
WE
L
L
P
AR
K DR.
-Y2-
T
OMAHAWK
T
R.
-Y3-CHASTEAL TR.NEALS CREEK DR.BERKELEY LAKE RD.DANIEL W. GARDNER, JR., PE
PEARL RD.DRIVEHOLIDAYRD.ROYAL ACRESAll permits must be available and visible on site during the operation.-
and the Manual on Uniform Traffic Control Devices (MUTCD).
Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible Design
routes during construction shall be required to be compliant with the Public Rights of
impaired and/or people with mobility concerns. Existing and alternative pedestrian
All public sidewalks must be accessible to pedestrians who are visually -
4. Raleigh Street Design Manual (RSDM)
3. American Disability Act (ADA) requirements;
2. Public Rights-of-Way accessibility Guidelines (PROWAG);
1. Manual on Uniform Traffic Control (MUTCD)
and standards, including but not limited to:
All TCPED Plans shall comply with all Local, State, and Federal requirements -
approved plan, and ensure all permits are issued.
with the Engineering Inspections Coordinator to review the specific components of the
Prior to the start of work, the Client shall schedule a Pre-Construction meeting -
Services through the City of Raleigh Permit and Development Portal.
- A permit request with a TCPED Plan shall be submitted to Right-of-Way
public street or sidewalk and NCDOT road within Raleigh’s Jurisdiction.
- The City of Raleigh requires an approved Right-of-Way Permit for work on any
questions to [e-mail].
contractor must apply for a permit with Right-of-Way Services. Please direct any
impacts the right-of-way, closing or detouring of any street, lane, or sidewalk, the
Traffic Control and Pedestrian Plan (TCPED) Notes: Prior to any work that -
RIGHT OF WAY OBSTRUCTION NOTES:
TOTAL DISTURBED AREA
PROPOSED IMPERVIOUS SURFACE
EXISTING IMPERVIOUS SURFACE
SEWER SERVICE STUBS
WATER SERVICE STUBS
PUBLIC MUP (LF)
PUBLIC SIDEWALK (LF)
PUBLIC STREET (LF) - PARTIAL
PUBLIC STREET (LF) - FULL
PUBLIC SEWER (LF)
PUBLIC WATER (LF)
NUMBER OF OPEN SPACE LOTS
OPEN SPACE?
LIVABLE BUILDINGS
NUMBER OF UNITS
LOT NUMBER(S) BY PHASE
NUMBER OF LOTS
PHASE NUMBER(S)
20.99 ACR
9.50 ACR
5.11 ACR
0
0
6794 LF
7150 LF
0
0
0
0
0
NO
0
0
0
0
0
2634
2542
2551
2550
2550
2542
2606
2552
5256
2588
2672
2647
2815
2678
La
Cos
ta
W ay
Price
Ave.
To
maha
wk Tr.AugustWa
yNationalAve.Sher
r
i
f
Pl.
Chatmoss Dr.
Jesella
Dr.Riv
er
Bi
gBranchCreek Ne
us
e
Walnut
Rd.
Pearl
B
rid
g
e
Ba
ttle
Rd.QuarryRockRd
.Rd.
Quarry
Rock
Acres
Royal
Rd.Dr.HolidayFloyd
Dr.
Gamble Dr.
Fr
a
n
k
sDr.
Andy Dr.BarringtonDr.BarwellRd.Ct.Chelmshire NewHopeRd.Mackinac IslandLn.WhitfieldRd.St.
K
nol
l
B
arlow
sOakBridgeDr.Cold HarborDr.Belleau
Woods Dr.Mackinac IslandLn.Marshlane
WayQuitman Tr.
Lake Dr.
Berkeley
Riv
er36
Creek
Bi
gBranchNe
us
e
NO.
REVISIONS
SCALES

DATE

CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.
1-A
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION INDEX & LEGEND SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)(SR 2551)BARWELL ROADDATE: JULY / 2019
HSCALE N/A
VSCALE N/A
INDEX OF SHEETS
DESCRIPTION:SHEET NO.:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
LEGEND
COVER SHEET
INDEX OF SHEETS, LEGEND, AND GENERAL NOTES
TYPICAL SECTIONS
STANDARDS DETAILS
PLAN SHEETS
PROFILES
1
1A THRU 1B
P-1 THRU P-7
CHECKED BY: RMK
CADD TECH: DAP
New Permanent Slope Easement PSE
PLANS REVIEW R/W
2E
2F
BIORETENTION BASIN DETAIL
BIORETENTION CONTROL STRUCTURE DETAIL
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
P-8 THRU P-13
X-2 THRU X-97 CROSS SECTIONS
X-1 CROSS SECTION INDEX OF SHEETS
TRAFFIC MANAGEMENT PLANS
PAVEMENT MARKING PLANS
EROSION CONTROL PLANS
SIGNING PLANS
SIG-1 THRU SIG-?SIGNAL PLANS
2A THRU 2B
2C
2D SPECIAL JUNCTION BOX DETAIL FOR DOUBLE 42" RCP
T-1 THRU T-20
P-1 THRU P-8
S-1 THRU S-16
EC-1 THRU EC-32
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
N/A
N/A
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.
1B DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHJULY / 2019
DAP
??TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)TRAFFIC CONTROL NOTESCONSTRUCTION NOTESGENERAL NOTESCONSTRUCTION NOTES:
BEFORE MILLING OF ROADWAY.
SIGNAL / SIGNAL LOOPS WITH NCDOT DIVISION 5 TRAFFIC ENGINEER
8. CONTRACTOR TO COORDINATE WORK IN THE VICINITY OF TRAFFIC
AS TO PROVIDE A SMOOTH TRANSITION TO EXISTING.
7. THE CONTRACTOR SHALL RECONSTRUCT DRIVEWAYS IN SUCH A MANNER
TO CITY OF RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
6. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL CONFORM
5. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL DEVICES AS PER MUTCD.
TO ANY EXCAVATION WORK ON THE SITE.
"CALL NORTH CAROLINA ONE CALL" (TEL# [phone] HOURS PRIOR
IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
4. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR
OF EXISTING UTILITIES AND WORK WITH THEM TO REMOVE CONFLICTS.
3. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR LOCATION
AND COORDINATE WITH THE ENGINEER FOR CHANGES.
AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS
THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION
2. LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES ON
LATEST OSHA REGULATIONS.
1. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE
GENERAL NOTES:
ESTABLISHED IN THE CONTRACT.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS
CLEARING:
SIDE ROAD:
CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT
PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO
DRIVEWAYS:
OTHERS, EXCEPT AS SHOWN ON THE PLANS.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY
ENGINEER.
OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
PLANS USING 3.5’ RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS IN
CURB RAMPS:
STAFF AS NEEDED.
WITH THE PLANS AND MAY BE MODIFIED IN FIELD BY CITY OF RALIGH
THE CONSTRUCTION OF ALL CURB RAMPS SHALL BE IN ACCORDANCE
CURB RAMPS ARE SHOWN ON THE PLANS AT EXACT LOCATIONS.
UTILITIES:
WILL NEED TO REPLACED.
ENCOUNTERED, NOTIFY PUBLIC UTILITIES OF THE ADDRESS AS THEY
CODE AND INCLUDE A CURB STOP. IF GALVANIZED SERVICES ARE
ANY WATER SERVICES BEING RELOCATED SHALL BE BROUGHT TO CURRENT
RELOCATED.
FIELD AND FOUND TO BE IN CONFLICT WITH CONSTRUCTION SHALL BE
ANY CLEANOUTS (OR ADDITIONAL WATER METERS) UNCOVERED IN THE
ACCORDING TO CURRENT STANDARD.
WAY LINE. HYDRANTS INSTALLED BEFORE 1985 SHALL BE REPLACED
WITHIN THE LIMITS OF THE PROJECT SHALL BE RELOCATED TO THE RIGHT OF
ALL WATER METERS AND FIRE HYDRANTS IN CONFLICT WITH CONSTRUCTION
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.
2A DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHJUNE / 2019
TAH
N/A
N/A TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)TYPICAL SECTIONSEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
11’
ORIGINAL GROUND
ORIGINAL GROUND1:1CL
.25"/FT.
.25"/FT.1:1.25"/FT..25"/FT.
ORIGINAL GROUND
ORIGINAL GROUND
2:1 MAX.2:1 MAX.
11’
2:1 MAX.2:1 MAX.
PATH
MULTIUSE
10’11’6’2.5’4’2.5’6’
PROP.
SIDEWALK
13’15’
6"1:1CL
.25"/FT.
.25"/FT.
6"1:1.25"/FT.
EXISTING GROUND
2:1 MAX.2:1 MAX.2:1 MAX.2:1 MAX.
2.5’2.5’11’11’11’
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
6’6’
PROP.
SIDEWALKPATH
MULTIUSE
10’
.25"/FT.
4’
13’15’
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
D1
E1
C3
D1
E1
C3
U
S2 S1
T T
S2 S1
C3
D1
J
D1
J
T T
38’ BACK OF CURB TO BACK OF CURB
USE TYPICAL SECTION NO. 1 AS FOLLOWS
12"12"
TYPICAL SECTION NO. 2
TYPICAL SECTION NO. 1
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C1
C2
FINAL PAVEMENT SCHEDULE
C3
C4
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE
PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5" IN DEPTH.
PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD.
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO BE
1.5" IN DEPTH.
PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
D1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
D2
PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
E2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
J PROP. 8" AGGREGATE BASE COURSE
T
U
EARTH MATERIAL
EXISTING PAVEMENT
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
4" CONCRETE SIDEWALK
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
C3
(SEE PLANS)
EXIST.
38’ BACK OF CURB TO BACK OF CURB
C3 C3
UW W
R R
R R
V C2 VC2
POINT
GRADE
POINT
GRADE
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
-L- STA. 16+00.00 TO STA. 21+70.33
/// /// /// ///
MIN.
MIN.MIN.
MIN.
Detail Showing Method of Wedging
C SURVEY L
C4C1
U
D1E2 D2 D2 E2D1
C1
2.5"2.5"
3"3"
CL
.25"/FT..25"/FT.
11’11’11’
D1 D1U
-L- (BARWELL ROAD)
C1 C1
UW WVC2VC2
POINT
GRADE
(SEE PLANS)
EXIST.
LANDSCAPE MEDIAN DETAIL (INSET A)
USE WITH TYPICAL SECTION NO. 3
-L- STA. 24+55.49 TO STA. 25+82.39
-L- STA. 39+50.00 TO STA. 41+00.00
-L- STA. 50+45.50 TO STA. 52+04.50
-L- STA. 54+08.00 TO STA. 54+80.50
-L- STA. 60+42.53 TO STA. 61+10.00
-L- STA. 72+42.38 TO STA. 72+66.88
-L- STA. 11+79.79 TO STA. 11+96.12 LT.
-L- STA. 11+96.12 TO STA. 16+00.00
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1
-L- STA. 10+79.79 TO STA. 11+79.79 LT.
-L- STA. 10+96.12 TO STA. 11+96.12 RT.
P P
S1
S2 MUTI-USE PATH
V MILLING EXISTING PAVEMENT, 2" DEPTH
W VAR. DEPTH ASPHALT PAVEMENT
R 2’-6" CONCRETE CURB AND GUTTER
P PRIME COAT AT THE RATE OF 0.35 GAL. PER SQ. YD.
USE TYPICAL SECTION NO. 2 AS FOLLOWS
-L- (PEARL ROAD)
-L- (PEARL ROAD)
11"11"
15"
P P
15’ W/ GUARDRAIL
15’ W/ GUARDRAIL
17’ W/ GUARDRAIL
17’ W/ GUARDRAIL
EXIST.EXIST.
CL
2’2’
EXISTING GROUND
.08
.08
GRADE
POINT
VAR. 24’ TO 10’
*10’
-DRV- STA. 10+16.50 TO STA. 10+74.61
*-DRV- STA. 10+74.61 TO STA. 12+14.003:1
EXISTING GROUND
3:1
2’
CL -DRV-1:11:13:1 .25"/FT..25"/FT.
GRADE TO THIS LINE
6"1:1.25"/FT.2:1 MAX.
2:1 MAX.
2.5’
EXISTING GROUND
EXISTING GROUND
6’6’
PROP.
SIDEWALK
1’
EXIST.
GRADE TO THIS LINE CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LDEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)TYPICAL SECTIONSNO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
SHEET NO.
2B
TAH
N/A
N/A
RMK
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
CL -SIDEWALK-
-SIDEWALK- STA. 10+00.00 TO STA. 12+22.32
D1
E1
U
C3T
S1
U
.25"/FT.
6’1’1’
SCHEDULE
FINAL PAVEMENT
TYPICAL SECTION NO. 4
(SEE PLANS)
EXIST.
-Y- (ROCK QUARRY ROAD)
USE TYPICAL SECTION NO. 4 AS FOLLOWS
POINT
CROWN
R
TYPICAL SECTION NO. 5
USE TYPICAL SECTION NO. 5 AS FOLLOWS
-Y- STA. 15+32.00 TO STA. 16+18.72 LT.
TYPICAL SECTION NO. 6
J
USE TYPICAL SECTION NO. 6 AS FOLLOWS
C1
C2
C3
C4
D1
D2
E1
E2
J
R
S1
S2
T
U
V
W
1" S9.5B
2" S9.5B
3" S9.5B
4" I19.0C
4" B25.0C
VAR. DEPTH S9.5B
VAR. DEPTH I19.0C
VAR. DEPTH B25.0C
EXISTING PAVEMENT
MILLING, 2" DEPTH
8" ABC
2’-6" C & G
4" CONCRETE SIDEWALK
MULTI-USE PATH
EARTH MATERIAL
WEDGING
3:1
EXISTING GROUND
EXISTING GROUND
3:1
3’
3:1
PROP. SIDEWALK
GRADE
POINT
S1
-SIDEWALK- ALIGNMENT (INSET B)
-SIDEWALK- PC Sta. 10+00.00
-SIDEWALK- PCC Sta. 10+59.26
-SIDEWALK- PT Sta. 10+73.78
-SIDEWALK- PC Sta. 11+10.71
-SIDEWALK- PT Sta. 11+26.53
-SIDEWALK- PT Sta. 11+92.51
-SIDEWALK- PC Sta. 11+68.13
-SIDEWALK- PT Sta. 12+22.72
-SIDEWALK- PC Sta. 11+99.74
-SIDEWALK- POT Sta. 12+76.77
6"1:1CL
.25"/FT.
.25"/FT.
6"1:1.25"/FT.
EXISTING GROUND
2:1 MAX.2:1 MAX.2:1 MAX.2:1 MAX.
2.5’2.5’11’11’11’
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
6’6’
PROP.
SIDEWALKPATH
MULTIUSE
10’
.25"/FT.
4’
13’15’
D1
E1
C3
D1
E1
C3
U
S2 S1
T T
USE TYPICAL SECTION NO. 3 AS FOLLOWS
TYPICAL SECTION NO. 3
(SEE PLANS)
EXIST.
38’ BACK OF CURB TO BACK OF CURB
-L- (BARWELL ROAD)
C1 C1
UW W
R R
V C2 VC2
POINT
GRADE
*CROWN
GRADE TO THIS LINE GRADE TO THIS LINE
-L- STA. 22+08.37 TO STA. 80+60.00
*-L- STA. 80+60.00 TO STA. 81+21.71
P PRIME COAT
11"11"
P P
11"
8"
25.2’
SEE SHEET P-2 FOR PLAN VIEW
15’ W/ GUARDRAIL17’ W/ GUARDRAIL
Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
N/A
N/A
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.
2C DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHJULY / 2019
DAPTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)CURB & GUTTER DETAILSSIDEWALK, DRIVEWAY ANDRMK
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
OPENING IN STRUCTURE WALL
"Z" #4 REBARS AROUND PIPES
(TYPICAL)
(TYPICAL)
OPENING IN STRUCTURE WALL
"Z" #4 REBARS AROUND PIPE
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX [phone]Office 919-250-4128
DATE:ORIGINAL BY:
MODIFIED BY:5/14/99STANDARDS AND SPECIAL DESIGN
CONTRACT STANDARDS & DEVELOPMENT UNIT
SECTION X-X SECTION Y-Y
X
Y
X
Y
PLAN
6"12"DOWEL
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
CHAMFER ALL EXPOSED CORNERS 1".
AS SHOWN ON STD. NO. 840.00.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
GENERAL NOTES:
BILL OF MATERIALS
BAR NO.SIZE LENGTH WEIGHT
H #4 3’-8"
20H1
V
48
46
#4
#4
Z 16 #4 4’-0"32
11’-8"
4’-4"
156
133
3.2TOTAL CL."B" CONC.(CU.YDS.)
MINIMUM OF 2" COVERAGE ON ALL REBAR.
#4 BAR
12" CENTERS AS DIRECTED BY THE ENGINEER.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
03-22-21
TOTAL REINF. STEEL (LBS.)440

DEDUCTION FOR 1-36" RC PIPE

DEDUCTION FOR 2-42" RC PIPE
-0.2

-0.6
CL."B" CONC.(CU.YDS.)4.0
details/nbritt/english/rural/r2303d double 42di.dgn
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
PROVIDE ALL JUNCTION BOXES OVER 3’-6" IN DEPTH WITH STEPS 12"
OPENING IN TOP SLAB.)
OPENING IN TOP SLAB, ADDITIONAL VARIABLE HEIGHT BRICK MASONRY,
THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS SHORTENED AROUND
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES TO INCLUDE

DEDUCTION FOR 2-42" WS PIPE

-0.36
118
bmsteffen
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGH1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
BMS
APRIL / 2021(STRUCTURE 0228)DOUBLE 42" DETAILSPECIAL JUNCTION BOX2D5’-8"4’-4"42"RCP
36"RCP
8"8"12’-0"
6"
3’-0"
2’-0"6"6"6"6"4’-0"5’-0"12’-0"
11’-0"6"6"
DOWEL
SEE NOTE
DOWEL
SEE NOTE
2"
TYP.2"6"
#4-"V"BAR @
#4-"H1"BAR @10"11’-0"
8"OC
8"OC
STD.NO.840.66
SEE STEP,
STD.NO.840.66
SEE STEP,
8"OC
#4-"H"BAR @
8"OC
#4-"V"BAR @
8"OC
#4-"H1"BAR @
8"OC
#4-"H"BAR @
2"STEELWELDED42"STEELWELDED42"42"RCP 42"RCP
STEEL
WELDED
42"42"RCP42"RCP36"RCP
SEE STD. 840.54
& GRATE
MANHOLE COVER
A
B
D
C
G
F
+/- 1.0% SLOPE
6" PERFORATED PVC PIPEEND CAP
PROVIDE
MEDIA
WASHED CONCRETE SAND
#8 WASHED STONE
#57 WASHED STONE
10" MIN
2"
2"
2’-6"
PER TECHINICAL SPECIFICATIONS
30" BIORETENTION SOIL MEDIA
SEE PLAN FOR LENGTH
GEOTEXTILE
12’ MIN THICK W/
CLASS ’B’ RIP RAP
RIP-RAP LINED DISSIPATOR PAD
ELEVATIONS FOR BIORETENTION BASIN
STATION
A B C D
SURFACE
PLANTING
WEIR
RECTANGULAR
STRUCTURE
CONTROL
TOP ELEV.
25+45 -L- RT
41+40 -L- RT
55+45 -L- LT
INV.
INLET PIPE
EXISTING GROUND LINE
MIN 10’
MAINTANANCE BERM
3:1 2:1
BIORETENTION BASIN
NOT TO SCALE
INV.
OUTLET PIPE
E F
MIN 10’
MAINTANANCE BERM
BERM ELEV
TOP OF
OUTLET PIPE
276.5’276.0’277.0’277.5’278.5’
G
ELEV.
EMER. SPILLWAY
272.0’278.0’
284.0’282.0’285.0’285.0’286.0’287.0’286.5’
271.0’270.0’271.0’271.5’272.5’268.0’272.0’
E
DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:
SHEET NO.
APRIL / 2021
SJM
BMSTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)CNO
ITYOFRALEIGH RTHCARO
INAESTABLISHED1792LDETAILBIORETENTION BASINNTS
NTS
2ECity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
BIORETENTION BASIN CONSTRUCTIONS SEQUENCE:
NOT MEET OR EXCEED THE REQUIREMENS CONTAINED IN THE CONSTRUCTION DOCUMENTS.
WILL BE PERFORMED BY THE CITY OF RALEIGH. CERTIFICATIONS WILL NOT BE ISSUED IF THE SCM DOES
BEGIN THE AS-BUILT CERTIFICATION PROCESS. AS AS-BUILT SURVEY OF ALL ASPECTS OF THIS FACILITY
12. UPON COMPLETION OF WORK, CONTACT THE CITY OF RALEIGH FOR AN INSPECTION AND TO
WEEKS OF NO RAIN FOR THE FIRST TWO MONTHS.
11. INSTALL THE PLANT MATERIALS AS SHOWN IN THE LANDSCAPING PLAN, AND WATER THEM DURING
10. PLACE THE SURFACE COVER
INSTALL ANY TEMPORARY IRRIGATION.
9. PREPARE PLANTING HOLES FOR ANY SHRUBS, INSTALL THE VEGETATION, AND WATER ACCORDINGLY.
AND ADD ADDITIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION.
ELEVATION OF THE BIORETENTION AREA IS ACHIEVED. WAIT A FEW DAYS TO CHECK FOR SETTLEMENT,
IMPERVIOUS AREA OR PLASTIC SHEETING. APPLY THE MEDIA IN 12-INCH LIFTS UNTIL THE DESIRED TOP
8. DELIVER THE SOIL MEDIA FROM AN APPROVED VENDOR, AND STORE IT ON AN ADJACENT
DESCRIBED ABOVE.
START WITH 6 INCHES OF #57 STONE ON THE BOTTOM, AND PROCEED WITH THE LAYERING AS
FILTER BETWEEN THE UNDERDRAIN AND THE SOIL MEDIA LAYER. IF NO STONE STORAGE LAYER IS USED,
UNDERDRAIN PIPE, AND ADD 2" OF #8 WASHED STONE AND 2" OF WASHED CONCRETE SAND AS A
THE BOTTOM, INSTALL THE PERFORATED UNDERDRAIN PIPE, PACK #57 STONE TO 3 INCHES ABOVE THE
THE SIDES. IF A STONE STORAGE LAYER WILL BE USED, PLACE THE APPROPRIATE DEPTH OF #57 STONE ON
7. PLACE GEOTEXTILE FABRIC ON THE SIDES OF THE BIORETENTION AREA WITH A 6-INCH OVERLAP ON
GREATER INFILTRATION.
6. IT MAY BE NECESSARY TO RIP THE BOTTOM SOILS TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE
AREA.
WITH ADEQUATE REACH SO THEY DO NOT HAVE TO SIT INSIDE THE FOOTPRINT OF THE BIORETENTION
TO ITS APPROPRIATE DESIGN DEPTH AND DIMENSIONS. EXCAVATING EQUIPMENT SHOULD HAVE SCOOPS
5. EXCAVATORS OR BACKHOES SHOULD WORK FROM THE SIDES TO EXCAVATE THE BIORETENTION AREA
4. INSTALL TEMPORARY SILT FENCE AROUND THE BIORETENTION BASIN AREA AS NEEDED.
DRAINING TO THE BIORETENTION BASIN SHALL BE STABILIZED BEFORE CONSTRUCTION OF THE BEGINS.
3. ALL EROSION SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE AND THE SLOPES
COMPLETE.
2. DO NOT BEGIN CONSTRUCTION OF BIORETENTION BASIN AREA UNTIL SITE CONSTRUCTION IS
14 DAYS OF COMPLETION OF CONSTRUCTION.
A SEDIMENT BASIN,THE BASIN MUST BE COMPLETELY CLEANED OUT, GRADED, AND VEGETATED WITHIN
BIORETENTION BASINS AFTER THE CONSTRUCTION IS COMPLETED. IF USED DURING CONSTRUCTION AS
1. SEDIMENT BASINS THAT ARE USED DURING CONSTRUCTION CAN BE CONVERTED INTO
MORE EXTENSIVE REBUILDING IS REQUIRED.
SHOULD BE REMOVED AND REPLACED WITH FRESH MATERIAL. IF THAT DOES NOT SOLVE THE PROBLEM,
TAKEN. IF THE WATER STILL PONDS FOR MORE THAN 12 HOURS, THE TOP FEW INCHES OF MATERIAL
5. FILTER CAPACITY - WHEN FILTERING CAPACITY DIMINISHES SUBSTANIALLY, REMEDIAL ACTIONS MUST BE
A 2 TO 4-INCH DEPTH.
WHERE METAL DEPOSITION IS NOT A CONCERN, REPLACE AND ADD MULCH AS NEEDED TO MAINTAIN
4. MULCH - REPLACE MULCH ANNUALLY WHERE HEAVY METAL DEPOSITION IS LIKELY. IN OTHER SETTINGS
ESTABLISHED.
LOTS AND ALONG ROADWAYS. PERIODIC WEDDING IS NECESSARY UNTIL GROUNDCOVER PLANTS ARE
NECESSARY. BE CAREFUL TO PRUNE TREES AND SHRUBS TO MAINTAIN LINES OF SIGHT IN PARKING
3. PLANT MATERIAL - OCCASIONAL PRUNING AND REMOVAL OF DEAD PLANT MATERIAL MAY BE
FACILITY, IMMEDIATELY DETERMINE THE SOURCE, REMOVE EXCESS DEPOSITS, AND CORRECT THE PROBLEM.
METHODS IN THE PRETREATMENT AND IN-FLOW AREAS. IF SEDIMENT IS DEPOSITED IN THE BIORETENTION
GRADIENTS WITHIN THE BIORETENTION FACILITYL FLOW DISSIPATION AND EROSION PROTECTION
VOLUMES FROM THE CONTRUBUTING DRAINAGE AREA AND BIORETENTION SIZE; FLOW VELOCITIES AND
PERIODICALLY. IF EROSION PROBLEMS OCCUR, THE FOLLOWING ISSUES SHOULD BE RE-ASSESSED: FLOW
2. EROSION CONTROL - INSPECT FLOW ENTRANCES, PONDING AREA, AND SURFACE OVERFLOW AREAS
1. WATERING - PLANTS SHOULD BE WATERED DURING DRY PERIODS IN THE INTIAL 2-3 YEARS.
MAINTENANCE NOTES:
25+45 -L- RT
41+40 -L- RT
55+45 -L- RT DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHEngineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:
SHEET NO.
APRIL / 2021
SJM
BMSTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)CNO
ITYOFRALEIGH RTHCARO
INAESTABLISHED1792LBERM
ACCESS
DETAILSTRUCTURE BIORETENTION CONTROLNTS
NTS
NOT TO SCALE
CONTROL STRUCTURE
BIORETENTION OUTLET
TRASH RACK
DETAIL)
(SEE BLOWUP FOR
UNDERDRAIN
HINGE
TRASH RACK
ELEV
OVERFLOW
UNDERDRAIN
3.0’
3.0’
3.0’
24"
24"
36"
6.0"
6.0"
6.0"
273.0’
282.5’
WIDTH (W)
STRUCTURED
DEPTH (D)
STRUCTURE
CONTROL
MIN
5.2’
DETAIL)
(SEE BLOWUP FOR
UNDERDRAIN
5.7’
5.2’268.5’DSIDE 2SIDE 1
S
S
OUTLET PIPE (P)
PLAN VIEW
S
S
OUTFLOW
S
S
(STD. DRWG. 840.66)
STEPS @ 12" O.C.
SIDE 2
PIPE (P)
OUTLET
HINGE
TRASH RACK
SIDE 1CTL. STR.
TOP ELEV.
CTL. STR.
TOP ELEV.
(SEE SPECIAL DETAIL)
TRASH RACK
(THIS SIDE)
TRASH RACK HINGES
MIN. ELEV.
BASIN BOTTOM
(STD. DRWG. 840.66)
STEPS @ 12" O.C.
TRASH RACK NOT SHOWN FOR CLARITY
S
S
W
STATION
WEIR
RECTANGULAR
TOP ELEV.
(P)
OUTLET PIPE
2. ENSURE TRASH RACK OPENS FREELY
OUTLET PIPE THROUGH EMBANKMENT.
STANDARD DRAWINGS FOR METHOD OF PIPE INSTALLATION FOR
1. NO BEDDING MATERIAL TO BE USED. THERFORE, DO NOT FOLLOW
NOTES:
PLANTING SURFACEPLANTING SURFACE
S
(INCHES)
DIAMETER (P)
PIPE
OUTLET
6" W
W
WEIR
RECTANGULAR
TOP ELEV.
(NOT SHOWN)
ENGINEERED SOIL MEDIA
ELEV.
OVERFLOW
UNDERDRAIN
INV. ELEV.
UNDERDRAIN
12" NO. 57 STONE
MIN.
9"
MIN.
24"
END CAP
w/REMOVABLE
TEE FITTING
6"x6"x6"
HDPE
PERF.
6"
UNDERDRAIN UPTURN BLOWUP
N.T.S.
HDPE
SOLID
6"
HDPE
SOLID
6"
OUTLET STRUCTURE WALL
HDPE
SOLID
6"
OR SIMILAR
w/HOSE CLAMP
TO TOP PIPE
MESH SCREEN
FASTEN WIRE
OUTFLOW
(INCHES)
ELEVATIONS FOR BIORETENTION CONTROL STRUCTURE
MIN. ELEV.
BASIN BOTTOM
2FCity of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
PRELIMINARY PLANS
2SFD2SFD2SFD2SFD17
’ CONC
7
2" W
D 72" WD72" WD7
2
" W
D
72" W
D 72" WD7
2
" WD
72
" WD
72" WD72" WD72" WD72" WD2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
2
S
FD
1S
FD
18’ CONC16’ CONC16’ CONC16’ CONC16’ CONC16’ CONC16’ CONCBK18" C
O
N
C

RW
18" C
O
N
C

RW
S72" BST1B
K
D
WD
DK
W
D
DK PO
R
T
C
A
R
BRK1SFD
S
72" WD72"
WD72" WDCONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RW18" BRK
C
ABMT
LVAR CONC RW72" WD
PENDOG72" CHL
10’ GRGR
1S
F
GCONC
C
O
N
C
CO
N
C
CONC
CONC
CONC SS
S
SSSS1SMTLG
72" W
D
48" WDSSPEARL ROAD 25’ PAVED ROADWAY
PEARL ROAD 20’ PAVED ROADWAY
60" C
O
N
C
30" C&G30" C&G30" C&G
30" C&G60" CONC60" CO
N
C
60" CONC
60
" CONC
30" C&G
30" C&G
30" C&G30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GADVANTIS DRIVE 38’ PAVED ROADWAY30"
C
&G
30" C&G 30" C&G60" CONC30" C&G27’ PAVED ROADWAYWEDDINGTON ROADAPPERSON
DR
IVE
21’ PAVED
ROADWAY
CONC
VAR BLK RW21’ PAVED ROADWAYWEDDINGTON ROADENDDEAD16’ CONC12’ CONCVARIESGR
C
O
N
C16’
CON
C16’ 48" C
O
N
C36
" CONC36" CONC36" CONC36" CONC36" CONC3
6
" CONC
CONC
36" UTLYUNKLTSO
IL
SOIL3
6
" CONC
10’ GR48" CONC36" CONC36"
C
ONC
G
R
V
A
R 8" HDPE8
" HDPE
8" HDPE8" HDPE8" H
D
P
E
8" HDPE
8" HDPE
S 15" RCPCB15" RCP18" RCP15" RCP18
" RCP
15" RCPCBCBCB
C
B
CB1
5
" HD
P
E
15" RCP
15" RCP
18" RCP
FESFES15" RCP15" RCP
15" RCPBL-101
BL-102
G
P
S
2
UTLYUNK14
CONC
3
6
" N 5602’24" E
103.71’
E
IPEIP S 2259’45" E60.00’60.00’N

6
716’1
1
" E
109
.13’N 2259’45" W103.89’N 5121’43" E
155.77’
N
63
30
’05
" E
30
.62
’
S
6
4
5
1’19"
E
3
5
2.2
2’
N 5600’24" E
185.86’
S 8317’09" E113.66’
N
63
58
’55
" E
178
.92
’S 3833’50" W
343.04’
S 3833’50" W
305.00’N 5226’10" W115.00’N 5226’10" W115.00’S 7808’53" E
516.00’
S 7723’53" E
51.51’
S 3833’50" W
305.00’
E
IP
E
IP
E
IP
EI
PE
IP
E
IP N 2446’56" W103.69’N 2450’20" W104.82’N 2447’51" W109.55’N 2446’56" W115.25’N 2446’56" W114.00’N 2446’56" W108.78’EIPEIPN
67
1
6
’10" E
1
0
9.41
’N

6
7
1
6
’09
" E
1
0
9.69
’N
8
4
5
7’3
5" E18
3.8
8’N 4555’00" W98.22’S 2259’45" E68.11’S 2259’45" E347.94’S 2259’45" E20’ CI
TY OF RALEI
GH SANI
TARY SEWER EASEMENTPER BM 2002 PG 167530’ UTI
LI
TY EASMTDB 2505 PG 101N 3512’15" E
162.72’TCTCTTTH
H
W
T
HH
TS
TS
HH
HH
CCCC
EOIC
C
H
H
C
EOI
HHW
STATION
BELL SOUTH SS
DB3603 PG 396
EASEMENT
PERPETUAL
DB 3603 PG 396
FOR INGRESS/EGRESS
COMMON DRIVEWAY ESMT
DB 3603 PG 396
ESMT
INGRESS/EGRESS
ALDEGUNDA JIMENEZ
PEDRO AND
DB 15981 PG 1235
MB 1982 PG 952
BERCIAN
AMY I.
PG 2642
DB 15423
PG 78
MB 2001
STEPHEN HINES
DB 16716 PG 431
MB 2001 PG 950
HOUSING AUTH
RALEIGH
CITY OF
DB 11796 PG 271
MB 2001 PG 78
MCVICKER
RITA
KEVIN AND
PG 359
DB 11351
PG 81
MB 2001
SALA
ADRIANA D
JULIO AND
PG 2291
DB 10617
PG 81
MB 2001
NC, LP
PROPERTY
IH5
PG 460
DB 16134
PG 81
MB 2001
TIRADO
DEMETRIUS
THEMBI AND
PG 1575
DB 16503
PG 81
MB 2001
MELVIN
CRYSTAL
PG 1386
DB 10973
PG 81
MB 2001
TERESA G DICKSON
DB 9503 PG 1119
MB 2001 PG 81
JOANNA AND NEAL HALL
DB 4649 PG 45
MB 1982 PG 952
JOANNA R HALL
DB 1738 PG 519
MB 1983 PG 716
JIMMY R SMITH
DB 17212 PG 190
VIRGINIA GREEN
ROBERT AND
DB 2716 PG 855
DB 2716 PG 856
DB 2261 PG 56
ASHLEY R GREEN
DB 929 PG 415
ASHLEY R GREEN
DB 929 PG 415
DB 2261 PG 56
DB 2716 PG 856
LLC
BORROWER
2014-2
AMH
PG 2234
DB 15793
PG 81
MB 2001
ASSOCIATES, LLC
ASPEN SPRING HOUSING
DB 18213 PG 2245
MB 1998 PG 1986
MB 1996 PG 9
ASSOCIATES, LLC
ASPEN SPRING HOUSING
DB 18213 PG 2245
MB 1998 PG 1986
MB 1996 PG 9
ASSOCIATES, LLC
ASPEN SPRING HOUSING
DB 18213 PG 2245
MB 1998 PG 1986
MB 1996 PG 9
2
3
4
5
6
12
12
9
11
DW
EDWE
DWE1
7
12
D
WE
DWE-L- CURVE DATA
PI Sta 14+30.19
D
L = 350.24’
T = 181.71’
R = 533.00’
PI Sta 22+17.43
D
L = 974.24’
T = 488.71’
R = 4,940.00’1015-L- POT Sta. 9+99.94
16’ D
R
24’ DR
MULTIUSE PATH
PROPOSED 10’
SIDEWALK
PROPOSED 6’29.22’26.51’16.5’CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’11’11’33’
.
0
2
.0
2
.
0
2
.
0
4
.
0
4
.
0
3
.04.04.02.03.02.03.02.0100.01.02INC
.2
4
’(TY
P
.).
0
3
.
0
2
.
0
1
INC.24’
(TYP.)16’ DR-L- PRC Sta. 12+27.24
-L- PT Sta. 15+98.72
-L- PC Sta. 17+28.73
CAT-1
CAT-1
GREU TL-3
GREU TL-3
-L--L
-20.
0
2
.
0
2.
0
1
-L- PC Sta. 10+37.16
+79.79+96.12PI Sta 11+32.21
L = 190.07’
R = 4770.00’
D
T = 95.05’
-L- STA. 9+99.94
BEGIN PROJECT
55’R+18.72
+
7
6.3
7
16.5’100’ TA
P
E
R
100’
T
A
P
E
R
20’ DR
EX.EX.v10=1.23
d10=0.45
Q10=5.08 CFS
d5=0.43
Q5=4.58 CFS
d2=0.39
Q2=3.89 CFS
C=0.42
DA=2.18 AC
PRE:
OUTLET ANALYSIS (STR. 0199)
v10=1.34
d10=0.53
Q10=6.59 CFS (INC=29.72%)
d5=0.50
Q5=5.94 CFS (INC=29.69%)
d2=0.45
Q2=5.08 CFS (INC=30.59%)
C=0.53
DA=2.18 (INC=0.00%)
POST:
SEE DETAIL 1-6
GRADE TO DRAIN
R
EM
O
V
E
REMOVE
REMOVE
REMOVE
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
RETA
IN
0102
0103
0104
0106
0107
0108
0110
0112
0113
0114
0115
0116
0101
0111
0118
0117
0105
0109
REM
OVE60" RCP-III
18
" RC
P
-IV
18" RCP-IV 18" RCP-IV 18"
R
C
P
-IV

18" RCP-IV
18" RCP
-
IV
RCP-IV 18" 18" RCP-IV
18" RCP-IV
15" RCP-IV RETAINRETAIN
18" RCP-IV
SEE DETAIL 1-5
FS
DETAIL 1-6
GRADE TO DRAIN EXISTING SR 2550 - TYP.
FROM STA. 19+69 -L- RT TO STA. 21+16 -L- RT
( Not to Scale)
TO PROPOSED -L- RT 5’ BASE LATERAL DITCH
SUITABLE MATERIAL AND GRADE TO DRAIN
BACKFILL EXISTING ROADWAY DITCHES WITH
DITCH
PROPOSED
DITCH
EXISTING
ROADWAY
EXISTING
HW
RCP-IV
18"
2:1
0195
0196
CB
CB
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 20+25 -L- TO STA. 21+04 -L- RT
DETAIL 1-2
B= 5 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class ’I’ Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
DETAIL 1-5
Traffic Flow
Outside Ditch 1.0’ Max.0.5’ Min.etc.
GI
FROM STA. 13+38 TO STA. 13+53 -L- RT
C Proposed Ditch
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 1-3
5’-6’
2:1
Geotextile
1.5’ Thick w/
Class ’I’ Rip-Rap
Ground
Natural
Material*
Fill w/ Native
2:1
It is subject to approval by the engineer.
* Native material consists of material excavated from the site.
Ground
Natural
Geotextile
2’
0197
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 13+55 TO STA. 15+60 -L- RT
DETAIL 1-4
GROUND
NATURAL
Type of Liner= Grass
18" RCP-IV
BY OTHERS
PROJECT
TIE TO
DI
RCP-IV
18"
RCP-IV
18"
RCP-III
60"
CUT DITCH SEE DETAIL 1-4
SPECIAL BACK OF CURB
SEE DETAIL 1-2
W/ CLASS ’I’ RIP RAP
STD. BASE DITCH
SEE DETAIL 1-3
W/ CL ’I’ RIP-RAP
OUTLET CHANNEL
CONSTRUCT
( Not to Scale)
3:13:1D
B
b
1"/Ft.
LATERAL GRASSED SWALE
FROM STA. 19+00 -L- TO STA. 20+25 -L- RT
Ground
Natural
SLOPE
FILL
DETAIL 1-7
b= 2 Ft.
B= 2 Ft.
Min. D= 1 Ft.
SEE DETAIL 1-1
W/ CLASS ’B’ RIP RAP
LATERAL BASE DITCH SEE DETAIL 1-7
GRASSED SWALE
LATERAL
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 18+50 -L- TO STA. 19+00 -L- RT
DETAIL 1-1
b= 2 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class ’B’ Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
F
LO
O
D

P
R
O
N
E

SO
IL
S
F
LOOD
P
RONE
S
OI
LS
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
(
S
E
E
S
HE
E
T
P-
2)MAT
CHLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
020
GRAPHIC SCALE 1"=40’
40 8040
FOR -L- PROFILE SEE SHEET P-8
RD.
ROCK QUARRY44,400
15,800
6,300
3,500
700
200
RD.
PEARL
4,600
2,700
2045 (BUILD) ADT
2019 (NO BUILD) ADT
54,900
20,500
RD.
ROCK QUARRY
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
SR 2550PEARL RD.NF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
DW
EDWE
DWED
WE
DWE31.92’ LT
+79.33 -L-
41’ LT
+25 -L-
34’ LT
+48.48 -L-
58’ LT
+90 -L-
75’ LT
+88 -L-73’ LT
+68 -L-
56’ LT
+70 -L-
38.38’ LT
+80.95 -L-
50’ LT
+50 -L-
41’ LT
+50 -L-
34’ LT
+33.37 -L-
37’ LT
+56.97 -L-
57’ RT
+97 -L-
42’ RT
+07 -L-
38’ RT
+47.56 -L-
69’ RT
+42 -L-
38’ RT
+98.72 -L-
38’ RT
+28.73 -L-
41.86’ RT
+88.93 -L-
33.93’ LT.
+39.32 -L-
45’ LT
+33.74 -L-
65’ LT
+95 -L-
65’ LT
+08 -L-
39’ LT
+50 -L-
39.72’ LT
+30.93 -L-
52’ LT
43.76’ LT
+75 -L-
50’ LT
41.34’ LT
+28 -L- 41.41’ LT
+90 -L-
40.59’ LT
+00 -L-
46’ RT
40.31’ RT
+30 -L-
100’ LT
+63 -L-
50.90’ LT
+16 -L-
64’ LT
+01.75 -L-
77’ RT
+02 -L-
87’ RT
+77 -L-
88’ LT
+33 -L-
55.57’ LT
+76 -L-
48.18’ LT
+26 -L-
55.14’ LT
+87 -L-
84’ RT
54’ RT
46’ RT
38’ RT
+40 -L-
83’ RT
+57.67 -L-
46’ RT
+88.32 -L-
38’ RT
+74 -L-
45’ RT
+87.88 -L-
86’ RT
+40 -L-
66’ RT
+24 -L-
83’ RT
+22 -L-
57’ RT
+21 -L-
74’ RT
+32 -L-
69’ RT
+58 -L-
52’ RT
+56 -L-
42’ RT
+85.07 -L-
66’ LT
+46 -L-
58.49’ LT
+33 -L-
54.00’ LT
+54 -L-
100’ LT
60’ LT
57.45’ LT
+10 -L-
63’ LT
+48 -L-1015-L- POT Sta. 9+99.94
-L- PRC Sta. 12+27.24
-L- PT Sta. 15+98.72
-L- PC Sta. 17+28.73
CAT-1
CAT-1
GREU TL-3
GREU TL-320
-L- PC Sta. 10+37.16
HW
F
LO
O
D

P
R
O
N
E

SO
IL
S
F
LOOD
P
RONE
S
OI
LS
(
S
E
E
S
HE
E
T
P-
2)MAT
CHLI
NE -
L-
S
T
A. 2
0
+
8
0.0
0
020
GRAPHIC SCALE 1"=40’
40 8040
FOR -L- PROFILE SEE SHEET P-8
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
P-1A
SR 2550PEARL RD.NF
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
C
ABMT
LVAR CONC RWPADCONCBLDG1SMTL1SFDWD DK72" WD
1SFD72" CHL
PADCONC1SFD48" CHL
48" CHL
48" CHL48" CHL
72" VNYL
72" VNYL
1SBKD
15’ BST15’ BSTWD DKBKD PVRS
BST
PORT
CAR
MTL BST1SFD2SFD 20’
CONC1SFD12" BKD RWFIREPITCOVWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODSWOODS
WOODSPOOLRIPRAPRIPRAP 2SFDWD DK2SFD
2SFD
10’
C
ONC
DKWD
DKWD
CONC60" CONC
60" CONC1SFGSSWD DKOPEPOP1SFG72" WD36" WPWD DK SROCK QUARRY ROAD 46’ PAVED ROADWAYBARWELL ROAD 48’ PAVED ROADWAY
ROCK QUARRY ROAD 36’ PAVED ROADWAYSBARWELL PARK DRI
VE 27’
PAVED ROADWAYBARWELL PARK DRI
VE 20’
PAVED ROADWAY60" CONC
70" CONC70" CONC70" CONC60" CONC
60" CONC
BARWELL ROAD 35’ PAVED ROADWAY
30" C&G30" C&G3
0
" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G C&G3
0"VAR CONC RWSRAP
RIP
GR
VAR
IESGR VARIESGR
VAR
IES
GR VARIES
GR VARI
ESGR VARI
ESGR VARIESGR VARIESGR VARIESGR VARIES
VARIES
GR SRAPRIPRAPRIPRAPRIPVAR
IE
S
GR
RAPRIPRAPRIPRAPRIPWRIPRAPRAPRIP10’ BST
48" CONC
36" CONC24" CONCRAPRIP VARIESCONC
12’ CONCVARIESCONC
VARIESBSTRIP RAPVARIESCONC
VAR BST
VAR CON RW4
8"
C
O
N
C
48" CONC
36" CONC
48" CONC
1
3
’ CONC8" HDPE
8" HDPE
8" HDPE
8" HDP
E8" HDPE8" HDPE8" HDPE8" HDPECONC
CONC
S
24" RCP
18"
R
CP
24" RCP
15" RCP18" RCP
24" RCP
CB
DI
CB
CB
CB
CB24" RCP15" RCP
18" RCP
18" RCP
24" RCP
24" RCP
24" RCP
24" RCP18" RCP30" RCP48" RCP30" RCP18" RCPCB
DI
CB
15" RCP
CB
CB
DI
DI
18" RCP15" RCP
24" RCP24" RCPCB
CBDI
NO INV FOUNDPIPE DIRECTION
BOXJUNCTIONPOSSIBLE
24" RCP
HWCONCHWCONC
CONC HW
18" RCP15" RCP15" RCP12" RCP15" RCP15" HDPE
15" HDPE
15" HDPE
CMP48"BOXJUNCTIONU/GBOXJUNCTIONU/GVARI
ESGRVAR GR36" CONC
48" CONC48" CONCBL-102BL-103
W/LTLT27283244WVARIESGR
EIP
N 0416’50" EN
8
7
5
1’4
2"
E
2
5
9.9
3’S 7934’25" E329.30’
EIP
EIP
S 7319’03" E190.54’
EIP
S 1147’05" W
238.57’
S 1429’44" W
202.55’
S 1147’05" W
213.36’S 6213’45" E108.60’S 6929’05" E191.83’N
8
8
4
6’3
5"
E N 8
8
4
6’3
5"
E
2
6
0.16’N
8
8
4
6’3
5"
E
2
10.16’N
8
8
4
6’3
5"
E
4
8
8.0
8’
N 1657’18" ES 7306’00" E245.99’N
8
8
4
6’3
5"
E
2
12.7
4’
SANITARY SEWER EASEMENT
15’ CITY OF RALEIGH
BM 2002 PG 167530’ UTILITY EASMTDB 2505 PG 101MONPROPCTTHHT
T
C
T
C
S HHHHEOI HHC
EOIEOIHHCHHEOIEOI
EOIEOI EOI
EOI
HHCHHT
EOIHHC
T
C HHHHHHHHHH
HH
STATI
ONBELL SOUTH 72" CONC15" RCP15" RCPCBCBIN STREAMBREAK IN STREAMBREAK RIPRAPFRANK AND GWEN GREM
DB 3563 PG 806
MB 1984 PG 695
MB 1984 PG 695
DB 15517 PG 2549
REBECCA STROUD
MILTON AND
MB 2005 PG 1238
DB 8815 PG 2158
CITY OF RALEIGH
MB 2005 PG 1238
DB 8815 PG 2158
DB 8815 PG 2020
CITY OF RALEIGH
MB 2005 PG 1238
DB 8815 PG 2020
CITY OF RALEIGH
MB 1998 PG 2378
DB 13675 PG 2129
KIMBERLY M JONES
MB 1998 PG 2378
DB 8554 PG 2519
JEANETTE MANLEY
JONATHAN AND
MB 1998 PG 2378
DB 8646 PG 160
MARY E WIGGINS
MB 1980 PG 1039
DB 3607 PG 643
NANCY W HARPER
LEWIS B WOODARD
HELEN D MORGAN
DB 2934 PG 68
MB 1980 PG 1039
AMANDA M FERGUSON
DB 16495 PG 233
MB 2001 PG 571
DB 8507 PG 1854
PRISCILLA AND SHERMAN DUNN
DB 17212 PG 190
JIMMY R SMITH
ASHLEY R GREEN
DB 929 PG 415
DB 2261 PG 56
DB 2716 PG 856
VIRGINIA GREEN
ROBERT AND
DB 2716 PG 855
13
18
17
19
21
22
DW E
DW E
DW E
DW
EDWEDW
ED WE DW
EDWE15
14
16
20
23
11
DWE45’ LT
34’ LT
+10 -L-
55’ RT
+41 -Y-
93’ RT
+10.00 -Y-
54.30’ RT
+48 -Y-
93’ RT
+86 -Y-
85’ RT
+51 -L-
33.93’ RT
+01 -Y-
44.00’ RT
+95 -Y-
.02.01.011520-L- CURVE DATA
30PI Sta 22+17.43
D
L = 974.24’
T = 488.71’
R = 4,940.00’
20’DR
20’DR
20’DR
28’ DR 28’ DR
22’ DR
MULTIUSE PATH
PROPOSED 10’
SIDEWALK
PROPOSED 6’16.5’CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6" 11’11’11’33’00.02.02.02.02CRCR CR-Y- POC Sta. 17+14.87
-L- POC Sta. 26+35.88 =-L- POC Sta. 21+86.18 =
-Y1- POT Sta. 15+51.37
CRCR
C
R
-Y- PT Sta. 19+71.80 -L- PT Sta. 27+02.97
37.54’16.5’GREU TL-3
60" SIDEWALK
TIE TO EXISTING-Y--L-
-L-
-L-
-Y1-25.01.00.01.02116’ TAPER
4.5’R
2.5’R
BUS PAD
PROPOSED
+57.98LANDSCAPED MEDIAN
120’ PROPOSED
TAPER40’
CR+46.47+61
.24
D
15-Y1- POC Sta. 11+89.35
-Y1- POT Sta. 14+35.85
PI Sta 13+14.36
L = 246.50’
T = 125.02’
R = 600.00’
-Y1- CURVE DATA
CR
CR
55
’R
+18
.72
20R
ex
.
ex
.
11.31’22.61’
-Y- STA. 18+20.00
END CONSTRUCTION
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE+76.3735
.68’
55
’R
55’R
55
’R
40’R
45’R+34.66+73
.57 +84.73+07
.53
+74.91+77.81
+87.76+11.81 -Y- STA. 14+95.00
BEGIN CONSTRUCTION
-Y1- STA. 12+82.00
BEGIN CONSTRUCTION +82.27+33
.90
-Y- STA. 16+33.90 RT.
TIE TO EXISTING C & G
-Y-ALIGNMENT STATIONING AND LABELS
SEE SHEET 2B (INSET B) FOR -SIDEWALK-
APPROX -Y- STA. 14+95.52 RT.
TIE TO EXISTING SIDEWALK
35
.68
’ex
.+
3
2
.0
0
CONSTRUCTION BY OTHERS
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
REMOVE2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 2-4
Ground
Natural
Ground
Natural
Type of Liner= Class ’I’ Rip-Rap
Geotextile
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
FROM STA. 24+93 -L- TO STA. 25+02 -L- RT
SEE DETAIL 2-3
FS
REMOVE
REMOVEDI
DI DI
DI
2GI-D
2GI-D
CB
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
OFFSET
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
MIN DEPTH
RETAIN
RETAIN
RETAIN
0219
0208
0241
0220
0240
0217
0218
0207
0233
0215
0298
0216
0235
0234
0206
0226
0227
0213
0225
0221
0204
0211
0212
0214
0222
0205
0228
0229
0201
0203RETAIN
36" RCP-IV30" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV RCP-IV24"
R
C
P-I
V2
4" RCP-I
V2
4"24" RCP-
I
V24" RCP-IV
24" RCP-IV18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV RCP-IV 15" RCP-IV 15" 15" RCP-I
V RCP-
I
V 15"
15" RCP-IV
0230
REMOVECB
RETAIN
CB
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
RET
AI
NSEE DETAIL 2-4
48 SY GEOTEXTILE
EST 26 TONS
CLASS ’I’ RIP RAP
STANDARD 2’ BASE DITCH
REMOVE MH
REMOVE
REMOVE
REMOVE
RETAIN
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
15" RCP-IV
EST. 38 SY GEOTEXTILE
EST. 26 TONS
CLASS ’I’ RIP-RAP
24" RCP-IV
RETAIN DI
AND JB
REMOVE PIPE
0242
18" RCP-IV
0231
18" RCP-III 0244
CB
CB
REMOVE
0245
0246
3OTCB
24"
30" RCP-IV
RCP-III36"2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 15+82 -Y- TO STA. 15+99 -Y- RT
DETAIL 2-2
B= 4-6 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class ’I’ Rip-Rap
Geotextile
HW
0232
0209
0210
18" RCP-IV
SEE DETAIL 2-1
CUT DITCH W/ CL ’B’ RIP-RAP
SPECIAL BACK OF CURB
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
DETAIL 2-1
GROUND
NATURAL
3:
1
2:1
FROM STA. 22+51 -L- LT TO STA. 23+00 -L- LT
FROM STA. 17+84 -Y- LT TO STA. 18+16 -Y- RT
Type of Liner= Rip Rap
Geotextile
2.0’
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0’
FROM STA. 24+85 TO STA. 25+00 -L- LT
DETAIL 2-3
Traffic Flow
Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch
EX. 18" RCP-III 18"
B
U
R
IED
N
O
T
R
C
P-III.42"DUAL 18" RCP-IV
DUAL 24" RCP-IV
TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
OTHERS
BY
PROJECT
TIE TO
SEE DETAIL 1-6
GRADE TO DRAIN
REMOVE AND
SEE DETAIL 2-2
W/ CLASS ’I’ RIP-RAP
STANDARD BASE DITCH
CB
REMOVE
42" RCP-III, NOT BURIED
FILL
FLOWABLE
FILL W/
REMOVE JB AND HW
FLOOD PRONE SOILSFLOOD PR ONE SO ILS
FLOOD
PRONE SOILS
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________P-2
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00020
GRAPHIC SCALE 1"=40’
40 8040
2045 (BUILD) ADT
2019 (NO BUILD) ADT
54,900
20,500
44,400
15,800
17,200
7,800
11,400
4,700
RD.
ROCK QUARRY
RD.
ROCK QUARRY
BARWELL RD.
2045 (BUILD) ADT
2019 (NO BUILD) ADT
54,900
20,500
44,400
15,800
RD.
ROCK QUARRY
RD.
ROCK QUARRY
RD.
PEARL
6,300
3,500
4,600
2,700
700
200
4,800
2,500
2045 (BUILD) ADT
2019 (NO BUILD) ADT
17,200
7,800
16,800
7,600
RD.
BARWELL
RD.
BARWELL
DR.
BARWELL PARK
2,400
1,400
1,400
800
1,000
600SR 2542BARWELLRD.
SR 2551
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATHQUARRY RD.ROCK(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00ROCK QUARRY RD.BARWELL PARK DR.FOR -SIDEWALK- PROFILE SEE SHEET P-13
FOR -Y- PROFILE SEE SHEET P-12
FOR -L- PROFILE SEE SHEET P-8 NF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
IN STREAMBREAK IN STREAMBREAK NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
34’ LT
DW E
DW E
DW E
DW
EDWEDW
ED WE DW
EDWEDWE37’ LT
+57.49 -L-
+00 -L-
53’ LT
40’ LT
+66 -L-
+90 -L-
+10 -L-
40’ LT
+00 -L-
42’ LT
+00 -L-
+02.97 -L-
34’ LT
+80.10 -L-
+20 -L-
+29 -L-+50 -L-
+65 -L-
+43 -L-
+61 -L-
+88 -L-
+06 -L-+55 -L-
+67 -L-
+82 -L-
55’ RT
+75.07 -Y-
45’ LT
+59.43 -L-
69’ LT
+65.28 -L-
+20.00 -Y-
42’ LT
+00.78 -L-
56’ RT
+68.91 -L-
52’ RT
+96.44 -L-
60’ LT 60’ LT
62’ LT
62’ LT
60’ LT
60’ LT
34’ LT
+60.00 -L-
51’ RT
35.67’ RT
+24 -L-
48’ LT
45.68’ LT
48’ LT
45.98’ LT
48’ LT
45.44’ LT
48’ LT
44.72’ LT50’ LT
44.30’ LT
55’ LT
40’ LT
34’ LT
+90 -L-
45’ LT
34’ LT
+10 -L-
57.79’ RT
+71 -L-
55’ RT
+59.83 -Y-
33.61’ RT
+66.23 -L-
37.60’ RT
+89.42 -L-
40.75’ LT
+56 -Y1-
61.52’ LT
+36.71 -L-
55’ LT
45’ LT
40’ LT
34’ LT
+10 -L-
55’ LT
45’ LT
40’ LT
34’ LT
55’ LT
48’ LT
40’ LT
34’ LT
+43.31 -L-
48.31’ LT
+44.00 -L-
46.31’ LT
55’ RT
+41 -Y-
67.00’ RT
52.95’ RT
+05.00 -Y-
93.00’ RT
+50.00 -Y-
93’ RT
+10.00 -Y-
60.00’ RT
52.55’ RT
+90.00 -Y-
56.00’ RT
33.79’ RT
80’ RT
+51 -L-
62.51’ RT
+54 -L-
77’ RT
+31 -L-
60.00’ RT
+34 -L-
144’ LT
+45 -Y1-
73’ LT
+09 -Y1-
97’ LT
+50.57 -Y1-
50’ LT
35.61’ LT
+97 -Y1-
73’ LT
+20 -L-
69’ LT
+41 -L-
53’ LT
+38 -L-
66’ LT
+18.69 -L-
57’ LT
+17 -L-
45.41’ RT
+01 -L-
54.30’ RT
+48 -Y-
93’ RT
+86 -Y-
85’ RT
+51 -L-
56’ RT
+59.85 -L-
49.01’ RT
+62 -L-
33.93’ RT
+01 -Y-
44.00’ RT
+95 -Y-152030CRCR CR-Y- POC Sta. 17+14.87
-L- POC Sta. 26+35.88 =-L- POC Sta. 21+86.18 =
-Y1- POT Sta. 15+51.37
CRCR
C
R
-Y- PT Sta. 19+71.80 -L- PT Sta. 27+02.97
GREU TL-3 25CR15
-Y1- POC Sta. 11+89.35
-Y1- POT Sta. 14+35.85
CR
CR
3OTCB
HW
B
U
R
IED
N
O
T
R
C
P-III.42"TRENCHLESS DUAL 42" WELDED STEEL, NOT BURIED
42" RCP-III, NOT BURIED
FLOOD PRONE SOILSFLOOD PR ONE SO ILS
FLOOD
PRONE SOILS
P-2A
(SEE SHEET P-3)MATCHLI
NE
-L-
STA.
31+00.00020
GRAPHIC SCALE 1"=40’
40 8040SR 2542SR 2551
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
QUARRY RD.ROCKPLAN SHEET(SEE SHEET P-1)MATCHLINE -L- STA. 20+80.00BARWELL RD.SR 2542ROCK QUARRY RD.BARWELL PARK DR.FOR -SIDEWALK- PROFILE SEE SHEET P-13
FOR -Y- PROFILE SEE SHEET P-12
FOR -L- PROFILE SEE SHEET P-8 NF
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
CC
F
F
C
F
CC
WOODS
WOODS
WOODSWOODS
2SFD
DKWD
CONC35’ CONC
#26 FIRE STA1SBKD
60" CONC
WOODS 1SB
K
DWOODS
W
O
O
D
S1SBKD
C
A
N
M
T
L
CONCWOODS
1SFDBRK
12’ SOIL2SFD
2SFD
2SBKD
PAD
CONC
12’ CONCWOODSWOODS10’
CONC42" CHL
42" CHL10’ GR22’ GR
26’ GR
16’ GR
10’ GR10’
G
R
10’ GR9’ GR1SFDG
S96" BST96" BST96" BSTGATEMTLBARWELL ROAD 35’ PAVED ROADWAY BARWELL ROAD 22’ PAVED ROADWAY
60" CONC
60" CONC60" CONCC&G3
0"30" C&G30" C&GC&G3
0"
C&G30"
C
&G
30"C&G30"WV6
0
" CHL10’
C
O
N
C GR VARIESGR VARIES
GR VARIESGR VARIES
VARI
ESGR
VARIES
GR
VARIES
GR
CONC VARIES
36" CONC 48" CONC
48" CONC
VARIESCONC
VAR CONC
VAR CONC
CONC
BST VARIES
CONC48" 48" C
O
N
C36" CONC3
6
" CO
N
C
BARWELL PARK DRI
VE 32’ PAVED ROADWAY8" HDPE
24" RCP
18" R
CP
DI
CB
15" HDPE
15" RCP
12" RCP 15" RCP
15" RCP 12" RCP
BL-104
BL-105
CONC16’
PORCH
WD
42" CHL60" CONC
VICKI J SELLERS
RIK F WYATT
DB 17294 PG 2556
MB 1994 PG 1212
GAIL T DURHAM
DB 11128 PG 1916
NOEL AND SABINE CORTEZ
DB 11061 PG 2776
MB 1994 PG 1212
EIP
EIP
EIP
EIP
EIP
EIPN
8
9
3
0’0
9"
E
5
0
8.4
2’S 7557’53" E240.00’S 7637’25" EN 1657’18" E
309.70’
S 0046’41" W
67.50’
S 0046’41" W
67.50’
S 1819’16" W
181.66’
S 1810’31" W
226.25’N 6834’13" W308.04’N 6407’19" W337.19’N 6605’46" W388.03’N
8
1
3
3
’
2
5
" W2
1
7.
4
7
’N 6647’19" W229.55’N
8
9
3
2’10"
E
4
6
3.3
6’N
8
9
3
2’3
8"
E
8
2.13’N 7259’58" W231.78’N 7300’34" W260.12’
EIP
MARCINA NEWKIRK SR
JAMES L AND
DB 14204 PG 804
MB 1996 PG 911
T
HH
C
C
T
T
T
T
W
C
HHHHHHHHHHHH
CITY OF RALEIGH
DB 8815 PG 2020
MB 2005 PG 1238
WAKE COUNTY BOARD OF EDUCATION
DB 11298 PG 2414
MB 2005 PG 1238
MB 1994 PG 1212
DB 9134 PG 1657
EUGENIO CABRERA
JOSE AND
DB 12932 PG 17490
PATRICK AND LINDA ELLIS
MB 1994 PG 1212
MB 1998 PG 2378
DB 16880 PG 1952
VILATYS DASEMA DB 3670 PG 221
LUCY D MCKINNON24
25
27
26
28
29
30
DWE
DW E
D
W
E
DWE
DWE
DWEDWEDWE DWEDWE23
32DWEDWEDWEDWED
W
EDWEDWEDWE
DWE
DW
E.04.04.02.02.03.03.04.04.03.03.02.02.01.01.02.02.03.02.01.01.02.03.03.03.02.02.01.01.02PI Sta 32+75.37
D
L = 284.45’
T = 143.36’
R = 926.00’
PI Sta 38+82.01
D
L = 312.29’
T = 156.75’
R = 1,450.00’
20’ DR 34’ DR
16’ DR
16’ DR
24’ DR
20’ DR
16’ DR 16’ DR
16’ DR
SIDEWALK
PROPOSED 6’
MULTIUSE PATH
PROPOSED 10’+53.55CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’11’11’33’000000INC.
24’
(TYP.)
INC.
24’
(TYP.)CRCRC
R CR-L- PC Sta. 31+32.02
-L- PT Sta. 34+16.47
-L- PC Sta. 37+25.26
-L- PT Sta. 40+37.55
-L-
-L--L-3540.04.04.04.04BUS PAD
PROPOSED
BUS PAD
PROPOSED
LANDSCAPED MEDIAN150’ PROPOSED
4.5’R
4.5’R
+24.99+27.01-L- CURVE DATA
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE
ex.
33’
58.90’
+59.47
52.62’
+93.96
30’R 30’R +50.0020R
DI
DI
DI
DI
CBCB
CB
CB
OFFSET
CB
CB
CB
MIN DEPTH
CB
CB
CB
MIN DEPTH CB
RETAIN
0240
0306
0315
0317
0310
0308
0312
0307
0311
0304
0305
0303
0314
0302
0313
0301
0318
0316
24" RCP-IV
24" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15" RCP-IV 15" 15" RCP-IV RCP-IV 15" CB
OFFSET
RET
AI
NRETAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
RETAIN DI
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN DI
FLOOD
PRONE SOILS
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________P-3(SEE SHEET P-4)MATCHLINE -L- STA. 41+50.00020
GRAPHIC SCALE 1"=40’
40 8040N(SEE SHEET P-2)MATCHLI
NE
-L-
STA.
31+00.00FOR -L- PROFILE SEE SHEET P-9
2045 (BUILD) ADT
2019 (NO BUILD) ADT
16,800
7,600
16,800
7,600
RD.
BARWELL
RD.
BARWELL
ELEMENTARY SCHOOL
EXIT BARWELL RD.
800
400
800
400
1,600
800
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
BARWELL RD. SR 2551 BARWELL PARK DR.
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
54’ LT
DWE
DW E
D
W
E
DWE
DWE
DWEDWEDWE DWEDWEDWEDW E
DWEDWED
W
EDWEDWE+67 -L-
+30 -L-
34’ LT
+82.54 -L-
40’ LT
+75 -L-
34’ LT
+90 -L-
34’ LT
+16.47 -L-
67’ LT
+17 -L-56’ LT
+43 -L-
34’ LT
+25.26 -L-52’ LT
+55 -L-
43’ RT
+50 -L-
59’ RT
+76 -L-
39’ RT
+25 -L-
54’ RT
+42 -L-
77’ RT
+34 -L-
77’ RT
+46 -L-
78’ RT
+06 -L-
32’ RT
+37.55 -L-
41’ RT
+50 -L-
40’ LT
+79.54 -L-
73’ LT
+39 -L-
45’ RT
+26.39 -L-
67’ RT
+70 -L-
45’ RT
+69.30 -L-
32’ RT
+68.94 -L-
50’ RT
+69.44 -L-
161’ RT
+72.49 -L-
54’ LT
+00 -L-
58’ LT
+00 -L-
53’ RT
+19 -L-
45’ RT
+95 -L-
62’ RT
+75 -L-
76’ RT
+16 -L-
DWE
DWE
32’ RT
+43 -L-
47’ RT
+47 -L-
34’ LT
+05.53 -L-
50’ LT
43.08’ LT
+94 -L-
48’ LT
41.73’ LT
+43 -L-
56’ RT
46.11’ RT
+30 -L-
45’ RT
32’ RT
+75 -L-
45’ RT
32’ RT
+95 -L-
45’ RT
32’ RT
+25 -L-
45’ RT
32’ RT
+05 -L-
54’ RT
45.52’ RT
+20 -L-
50.57’ LT
+04 -L-
40.79’ LT
+96 -L-
42’ RT
32’ RT
+87 -L-
45’ RT
+85.06 -L-DW
E58’ RT
+73.50 -L-
56’ LT
38.77’ LT
+18 -L-
53.03’ LT
+73.17 -L-
42.44’ LT
+78.34 -L-
47.86’ RT
+83.48 -L-
39.96’ RT
+81.88 -L-
48’ RT
+46.24 -L-
67’ RT
+74.04 -L-
32’ RT
+71.88 -L-
48’ RT
+72.88 -L-
100’ LT
56.42’ LT
+50 -L-
100’ LT
70’ LT
+28 -L-
(2’ x 3’)
-L- STA. 39+20.60 TO STA. 39+23.60 RT.
PROPOSED PUE FOR WATER METER
46’ RT
+50 -L-
32’ RT
+25.26 -L-
32’ RT
+16.47 -L-
32’ RT
+18.58 -L-CRCRC
R CR-L- PC Sta. 31+32.02
-L- PT Sta. 34+16.47
-L- PC Sta. 37+25.26
-L- PT Sta. 40+37.553540FLOOD
PRONE SOILS
P-3A(SEE SHEET P-4)MATCHLINE -L- STA. 41+50.00020
GRAPHIC SCALE 1"=40’
40 8040N(SEE SHEET P-2)MATCHLI
NE
-L-
STA.
31+00.00PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH PLAN SHEETBARWELL RD. SR 2551 BARWELL PARK DR.
FOR -L- PROFILE SEE SHEET P-9
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
P
O
N
D
WOODS
10’
C
O
N
C
4
8" WW1SFD
WD DK
S S
WOODS
48" WW
72" WD
S
PORTCARMTL
1SFD
42" WD
42" WD
60" CHL60" CHL
6
0
" CHL60" CHL
1SFD
WD DK
S
60" CHL
6
0
" CHL60" CHL
4
8" VI
NYL
48" VINYL
4
8
" VI
NYL4
2" CHL
4
2" CHL
42" CHL
4
2"
C
H
L
4
2"
C
HL
1SBKD WO
O
D
S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
OIL
4
8" WF
48" WF10’
BSTCOOPCHICK
HOUSEPUMP
27’ CONC
10’ C
O
NC
C
O
N
C
2SBKD
72" WD
72" WD
7
2" WD7
2
" WD72"
W
D72" WD7
2
" WD72" WD72" WD
72" WD36" WW36" WW 36" WW60" CONC
60" CONC 60" CONC2SFDCONCCONC10’ GRT
OMAHAWK
T
RAI
L
2
5’ GR9’ GR1
2’ GR9’ GR
1SFG CONCBARWELL ROAD 22’ PAVED ROADWAY
BARWELL ROAD 24’ PAVED ROADWAY
60" CONC
60" CONC
60" CONC
30" C&G
30" C&G
HOUSE
PUMP
WD DK CONC60" CHLGR VARI
ES
VARIESGR
VARIESGR
36" CONC
36" CONC
36" CONC
3
6"
C
ONC
CONC VARIES
36" CONC
SOIL VARIES
1SBKD
WD DKCOVERED
WOODS
WOODS PORTCAR36" WD36" WD3 6 " WDBMSTW/1SBKDCH
48" CONCVARI
ESCONC
VA
RIES
C
ON
CVARI
E
SCONC
24" CONC CONC4
8"DI
T
CHP
AVE
D15" RCP
15"
R
C
P
12" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
12" RCP
12"
R
C
P
15" RCP
8" HDPE
BL-106
BL-10772" WDW
L
T
DOMINGO V CRITOBAL
DB 9048 PG 1236
MB 1994 PG 1212
MARIA G BATISTA
JUAN SIERRA
DB 14305 PG 469
MB 1988 PG 155
MARIA G BATISTA
JUAN SIERRA
DB 13326 PG 172
MB 1988 PG 155
ANGELENE BOYD
LOUIS AND
DB 4097 PG 52
EIP
E
IP
EIP
EIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
S 8935’28" W536.79’N 0118’51" W45.42’N 2446’50" E
124.66’
N 2046’55" E
251.60’S 5045’54" E36.04’
EIP
S
6
5
14’4
5"
E
2
6
8.8
1’
S 2709’54" W
352.99’N
6
5
4
3’4
0" W14
6.8
8’N
6
4
3
5’2
9" W19
9.7
3’
S 2616’27" W
145.11’N 1101’22" W192.92’S 8218’18" E131.96’
S 8215’41" E195.22’S
5
8
2
8
’
3
8
" E2
5
8.
9
3
’
S
8
5
3
3’4
0" W2
3
6.9
0’
S
6
5
13’10"
E
2
3
6.0
8’
S
6
5
13’10
"
E
12
3.6
8’
EIP
TRANSIT EASMT20’ X 15’
PER BM 2006 PG 392
S 8847’30" W358.93’
S 8847’30" W77.25’
S
6733’42" W
187.86’T
T
T
W
CHH
T
T
HHHH
HH
VICKI J SELLERS
RIK F WYATT
DB 17294 PG 2556
MB 1994 PG 1212
YESENIA ROSALES
LEONEL GUZMAN
DB 16795 PG 1576
LAURA VILLA
ANTONIO AND
DB 8422 PG 79
MB 1996 PG 977
MB 1996 PG 977
DB 8422 PG 79
LAURA VILLA
ANTONIO AND
MB 2006 PG 392
DB 16581 PG 1082
WEAM BAIJAN
DAWOOD AND
LENNY LANGLEY
LAGUANA AND
DB 12425 PG 1183
MB 2006 PG 392
DB 2785 PG 343
WILLIAM H ADAMS
DB 16325 PG 311
OF JEHOVAH’S WITNESSES
WALNUT CREEK CONGREGATION
DB 14300 PG 1848
MB 2014 PG 1170
JERRY GOWER CONSTRUCTION CO, INC
31
33 35
32
34 37
38
36
41
39 42
DW E
DW E
DW E
DW E
DWE
DWED
W
EDWEDWEDW
E40
DW
EDWE DWEDWE.0
2
.0
2
.0
2
.0
4
.0
4
.0
1
.0
1
.0
2
.0
3
.0
3
.04.04.02.02.03.03.01.01.02PI Sta 52+31.98
D
L = 549.56’
T = 275.55’
R = 3,000.00’
-L- CURVE DATA
PI Sta 45+86.78
D
L = 317.51’
T = 160.33’
R = 926.00’
-L- PT Sta. 47+43.96
-L- PC Sta. 44+26.45
16’ DR
20’ DR
16’ DR
16’ DR
16’ DR 16’ DR
24’ DR
MULTIUSE PATH
PROPOSED 10’
SIDEWALK
PROPOSED 6’
MULTIUSE PATH
PROPOSED 10’
CURB & GUTTER
PROPOSED 2’-6"
11’
11’
11’
3
3’
CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’11’11’33’0
0 00.02INC.24’
(TYP.)
INC.
24’
(TYP.)CRCR+90.98
-Y2- POT Sta. 10+00.00
-L- PC Sta. 49+56.43
CAT-1
.02.0100.0115’R+09.30
-L-
-L-
-Y2-
+66.4045 50.02.03.03BUS PAD
PROPOSED
4.5’R
4.5’R
BUS PAD
PROPOSED
SIDEWALK
PROPOSED 6’
CURB & GUTTER
PROPOSED 2’-6"
LANDSCAPED MEDIAN
150’ PROPOSED
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE
12’12’
ex.ex.
BEGIN CONSTRUCTION
-Y2- STA. 11+74.58
15’R+80.87 +50.00-Y2- POT Sta. 12+18.69
-L- POC Sta. 46+28.82 =
REMOVE
DI
DI
DI
CB
CB
CB
MIN DEPTH
CB
CB
CB
CB
CB
MIN DEPTH
CB
DEPTH
MIN
REMOVE
0412
0501
0421
0420
0410
0411
0414
0413
0416
0407
0408
0418
0403
0406
0401
0409
0405
0402
0417
0404
2
4"
R
C
P-I
V24" RCP-IV
RCP-IV24"
24" RCP-IV
24" RCP-IV
24" RCP-IV
18" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV RCP-IV
15"
0415 RCP-IV 15"REMOVE
EST 64 SY GEOTEXTILE
EST 35 TONS
CLASS ’I’ RIP-RAP
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
RCP-IV
24"
EST 14 SY GEOTEXTILE
EST 5 TONS
CLASS ’B’ RIP-RAP
(TYP.)
EMERGENCY SPILLWAY
CB
MIN DEPTH
DEPTH CB
MIN
RCP-IV
15"
0423
CBRCP-IV 18"
RCP-IV
15"
CB
MIN DEPTH
0422
15" RCP-IV FLOOD PRONE SOILSFLOODPRONE SOILSNO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
(S
E
E
S
HE
E
T
P-3)MAT
C
HLI
NE -
L-
S
T
A. 4
1
+
5
0.0
0 (SEE SHEET P-5)MATCHLINE -L- STA. 53+00.00P-4
020
GRAPHIC SCALE 1"=40’
40 8040NFOR -L- PROFILE SEE SHEET P-9 & P-10
T
OMAHAWK
T
RAI
L
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
BARWELL RD. SR 2551
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
DW E
DW E
DW E
DW E
DWE
DWED
W
EDWEDWEDW
EDW
EDWE DWE67’ LT
+67 -L-
34’ LT
+76.12 -L-
72’ LT
+51 -L-
34’ LT
+43.96 -L-
34’ LT
+56.43 -L-
59’ LT
+00 -L-
161’ RT
+24 -L-
43’ RT
+75 -L-
38’ RT
+25 -L-
32’ RT
+99.52 -L-
38’ RT
+50 -L-
32’ RT
+15.41 -L-
54’ RT
+07 -L-
54’ RT
+19 -L-
32’ RT
+26.44 -L-
36’ RT
+75 -L-
52’ RT
+28 -L-
32’ RT
+71.88 -L-
132’ RT
+48.39 -L-
45’ RT
+50.32 -L-
32’ RT
+50.61 -L-
52’ RT
+17.76 -L-
41’ RT
+89.68 -L-40’ RT
+31.48 -L-
57’ RT
+07 -L-
57’ RT
+20 -L-
32’ RT
+56.43 -L-
32’ RT
+26.45 -L-
34’ LT
+11.16 -L-
55’ RT
+25 -L-
62’ LT
49.51’ LT
+00 -L-
47’ RT
39.99’ RT
+95 -L-
46’ RT
39.13’ RT
+29 -L-
45’ RT
40’ RT
+32 -L-
50.87’ LT
+46 -L-38.96’ RT
+99 -L-
48.90’ LT
+24 -L- DWE48.72’ LT
+68 -L-
50.27’ LT
+05 -L-
55.96’ LT
+73 -L-
73’ LT
63’ LT
57’ LT
+98 -L-
73’ LT
63’ LT
57’ LT
+17 -L-
38’ RT
+26.94 -L-
50’ RT
+50.21 -L-
34.62’ RT
+93 -L-
65’ LT
+83 -L-
65’ LT
+92 -L-
111’ RT
+48.86 -L-
139’ RT
+76.00 -L-
149’ RT
+46.00 -L-
144’ RT
+38.00 -L-
55’ RT
+50 -L-
38’ RT
+75 -L-
38.17’ RT
+59 -L-
-L- PT Sta. 47+43.96
-L- PC Sta. 44+26.45
CRCR-Y2- POT Sta. 10+00.00
-L- PC Sta. 49+56.43
CAT-14550-Y2- POT Sta. 12+18.69
-L- POC Sta. 46+28.82 =FLOOD PRONE SOILSFLOODPRONE SOILS(S
E
E
S
HE
E
T
P-3)MAT
C
HLI
NE -
L-
S
T
A. 4
1
+
5
0.0
0 (SEE SHEET P-5)MATCHLINE -L- STA. 53+00.00P-4A
020
GRAPHIC SCALE 1"=40’
40 8040NFOR -L- PROFILE SEE SHEET P-9 & P-10
T
OMAHAWK
T
RAI
L
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
BARWELL RD. SR 2551
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
72" WD72" WD
72" WD72" WD72" WD
7
2
" WD72" WD
7 2 " WD72" WD
72" WD72" WDCHASTEAL TRAI
L PAVED ROADWAYGEARY TRAIL36" WW60" CONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
40’ CONC
2SFD2SFD
2SFD 2SFD2SF
D 2SFD
2SF
D2SF
D2
S
F
D2
SFD2SF
D2SF
D
2SF
D
P
E
R
G
O
L
A
CO
NC
WD DK
SCONC16’ CONC
16’ CONC
16’ CONC16’ CONC
16’ CONC16’ CONC16’ CONC
12’
C
O
N
C20’ CONC11’ CONCS
CONC CONC WD DK
1SF
G72" CHL 72" CHL
42" CHL
72" CHL42" CHL 42" CHL
42" CHL1SBKD
S
1SFD
WD DK 48" CHL
22’ CONC
42" CHL
42"
C
H
L
42" CHL
42" CHL
42" CHL
S WD DK1SFD
S SS72" WD1SFD
WOODS36" WD36" WD 36" WD 36" WDDK
42" CHL42" CHL42" CHL 42" CHL42" CHL
PORCH
COVERED
1SFD
W
O
O
D
SWOODS
10’ CONC18’ GR60" CONC
60" CONC60" C
O
NC
6
0" CONC60" CONCBARWELL ROAD 30’ PAVED ROADWAY
30" C&G 3
0"
C
&G30" C&G30
" C&G
30" C&G
3
0" C&G3
0" C&G30" C&G
3
0" C&G30" C&G
30" C&G
42" CHL42" CHL
CHASTEAL TRAI
L PAVED ROADWAYCONC
C
ONC
CONC
S
30" C&G30" C&G 30" C&G
30" C&G30" C&GROYAL ACRES ROAD
20’ PAVED ROAD
WAY
W
GR VARIES
VARIES
GR
VARIES
CONC
36" CONC48" CONC
36" C
O
N
C
1SFD
CONC
15’ C ONC
VARIESCONC
S
25’ PAVED ROADWAYVALLEIO TRL60" CONC72" SOIL GR36" C
O
NC
GR VARIES
36" CONC 11’ GR1SFD
36" CONC
WOODS VAR CON
C14’ C
O
N
C
CONC4
8"
C
ONC
24"CONC36" CONC3
6"
CONC36"C
O
N
C
36"
48" CONC
48" SOIL
8" HDP
E8"
H
DPE
8" HDPEDI
T
CHP
AVE
DS
15" RCP
CBI
NV=2
6
2.2
5’
C
B
I
NV=271.81’
18" RCP 18" RCP24" RCP
CB
DI
15" RCP
15" RCP
15" RCP
15" RCP
15
" R
C
P
15" RCP
8" HDPE
BL-108
BL-109
W/LTCONC3
6"
EIP
EIP
P
G 392MB 2006
EIP
E
IPMARY P
AT
T
E
RS
ONJ
AMES ANDD
B 2252 P
G 626MB 1969 P
G 375
YVETTE BROWNDB 12729 PG 592MB 2006 PG 392EIP
EIP
EIP
EI
PEI
P
EIP
EIP N 8917’07"
E
117.19’
S 0530’07" W124.75’
S 8652’44" E170.14’
S 8917’07" W171.00’S 3046’53" E133.78’S 3654’07" W
197.80’
S 3654’07" W
23.00’
S 8917’07" W314.97’N 88
19’44"
E
65.11’N 88
19’44"
E
56.47’N 8934’39" E
110.85’
S 1515’13" W
110.41’S 0048’54" W118.03’S 0504’31" E111.72’S 0504’31" E115.59’S 1231’51" W
100.01’
S 0 2 11’4 0 " W10 7 .5 5 ’S 0512’19" E105.00’N 7932’07" E77.88’
N 7706’44" W78.06’
N 7706’44" W59.60’N
8
4
4
7’4
1" E6
1.6
5’N 88
19’44"
E
113.38’S 2652’39" W
174.10’S 0038’00" W114.00’S 0014’06" W216.39’N 8955’12" E
85.93’N 8955’12" E
89.35’
S 8444’42" E
116.22’
S 8444’42" E
130.02’N 0615’31" E114.08’
N 0615’36" E
116.36’
S 8444’42" E
1564.20’S 5535’42" E136.61’
S
6
5
2
5’2
4"
E
14
4.7
9’
S
8
5
3
3’4
0" WN 4133’37" E
340.54’N 8926’14" W96.02’N 8926’14" W115.25’S 0057’51" W99.07’N 88
19’44"
E
44.82’
N 8934’39" E
14.54’
LENNY LANGLEY
LAGUANA AND
DB 12425 PG 1183
MB 2006 PG 392
S
6733’42" W
1
3
6.01’HHHH
HHTHHHH
T
HH
C
HHHHC
C CC
T
HHH
HH
C
HH
C
H
H
HHOF JEHOVAH’S WITNESSES
WALNUT CREEK CONGREGATION
DB 16325 PG 311
MB 1938 PG 32
DB 2307 PG 247
PATRICIA GOODSON
CHESTER AND
BETTY GOODSON
MB 1969 PG 375
DB 14202 PG 741
DANNAGER STRICKE LLC
MB 1969 PG 375
DB 15064 PG 803
FULFORD-CLARK
PATRICIA
ROBERT CLARK
MB 1969 PG 375
DB 1948 PG 600
GEORGIA EVANS
MACK AND
MB 1969 PG 375
DB 16984 PG 2312
FUENTES
XIOMARA R
MB 1969 PG 375
DB 10040 PG 1051
CRUZ X RODRIGUEZ
JOSE FUENTES
MB 1969 PG 375
DB 4606 PG 466
JOHNSIE R HOLLOWAY
SHIELA BRISTLE
WILLIAM AND
DB 11711 PG 2729
MB 1938 PG 32
DB 16567 PG 156
GUTIERREZ-BALANZAR
ROSA
CORTES-SANCHEZ
ALBERTO
DB 8636 PG 1521
DALPHINE M UPPERMAN
SCOTT AND ROCHELLE PALMQUIST
DB 16777 PG 1816
MB 2006 PG 392
TAHIRA WIGGINS
DB 16594 PG 2633
MB 2006 PG 392
MANISON ORNA V
DB 12449 PG 2505
MB 2006 PG 392
MB 2006 PG 392
DB 13715 PG 2494
BARRY GILCHRIST
MARCIA AND
PG 392
MB 2006
PG 1584
DB 15056
LINDA HORN
MB 2006 PG 392
DB 12438 PG 677
LEOPOLDO FLORES
SALVADOR
NANCY AND
MB 2006 PG 392
DB 16883 PG 1481
ANA DE GOMEZ
LUIS GOMEZ
MB 2006 PG 392
DB 13159 PG 925
BOYCE BARBARA A
MB 2006 PG 392
DB 17053 PG 882
SHERRY D DREW
43
44
45
46
47
48
49
51
50
52
DWE
DWE
DWE
DW E
D
WE
DWEDWE41
42
45 DWEDW E
52’ RT
+90.41 -L-5560-L- PT Sta. 55+05.99
40’ DR 16’ DR
16’ DR
16
’ DR
PROPOSED 6’ SIDEWALK
MULTIUSE PATH
PROPOSED 10’
CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’33’11’11’-L- CURVE DATA
PI Sta 52+31.98
L = 549.56’
T = 275.55’
R = 3,000.00’
D
PI Sta 13+08.65
D
L = 227.93’
T = 120.97’
R = 275.00’
-Y3- PC Sta. 11+87.68
-Y3- PT Sta. 14+15.61
10-Y3- CURVE DATA .02.02.02.02.04.04.02.01.0100.03.03INC.
24’
(TYP.)
+52.89 CRC
R
-Y3- POT Sta. 10+00.00
-L- PC Sta. 61+75.26
GREU TL-3 CAT-1 GREU TL-3
.02.01.0100(TYP.)
20.27’ RT.
-L- STA. 55+70.04
SIDEWALK
TIE TO EXISTING
-Y3-
-L-.02.03.03+69.01+34.30
CR
CRCR
CR
CRCR30’R
BEGIN CONSTRUCTION
-Y3- STA. 14+34.30
16.71’16.71’
ex.ex.
16.71’16.71’
ex.ex.
INC.
24’
RALEIGH
OF CITY OF
RESPONSIBILITY
THIS PDE TO BE
CRCR
-DRV- POT Sta. 12+23.83
-DRV- CURVE DATA
-DRV- STA. 12+14.00
END CONSTRUCTION
-DRV- POT Sta. 10+00.00
-L- POT Sta. 58+00.00
-DRV- PC Sta. 10+36.96
15’+73.0010’20’+31.98-DRV- PT Sta. 10+67.60
R=25’.0210’.02
15’
R = 20.00’
T = 19.24’
L = 30.64’
D
PI Sta 10+56.20
.02-DRV-
30’R 30’R
30’R
+70.68-Y3- POT Sta. 14+91.08
-L- POT Sta. 55+10.99 =+65.95+47.03ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
2GI-D
2GI-D15"REMOVE
REMOVE
DI
DI
DI
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB0502
0504
0505 0506
0507
0508
0509
0510
0512
0522
0513
0514
0503
0515
0518 0517
0523
0519
0516
0520
0521
0526
0525
0524
0511
24" RCP-IV
RCP-IV 18"18" RCP-I
V
18" RCP-IV
15" RCP-IV
15" RCP-IV RCP-IV 15" 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
36" RCP-IV15" RCP-IV
REMOVE
EST 57 SY GEOTEXTILE
EST 32 TONS
CLASS ’I’ RIP-RAP
REMOVE REMOVE
REMOVE
RETAIN DI
36" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE SHEETS 2C AND 2D
BIORETENTION BASIN
REMOVE
EST 23 SY GEOTEXTILE
EST 10 TONS
CLASS ’I’ RIP-RAP
SPILLWAY (TYP)EMERGENCY
RCP-IV
18"
0527
RCP-IV
18"
EST 7 SY GEOTEXTILE
EST 2 TONS
CLASS ’B’ RIP-RAP
0501 FLOODPRONE SOILSFLOODPRONE SOI
LSNO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________(SEE SHEET P-6)MATCHLINE -L- STA. 64+00.00(SEE SHEET P-4)MATCHLINE -L- STA. 53+00.00P-5N020
GRAPHIC SCALE 1"=40’
40 8040
2045 (BUILD) ADT
2019 (NO BUILD) ADT
16,800
7,600
13,900
6,200
RD.
BARWELL
RD.
BARWELL
TRAIL
CHASTEAL
3,200
1,800
300
400
3,500
2,200
BARWELL RD.
SR 2551
C
H
A
S
T
E
A
L
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
49.57’
+95.79 52.62’
+15.75TRAIL
FOR -L- PROFILE SEE SHEET P-10
FOR -DRV- PROFILE SEE SHEET P-12
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
CC
C
C
F
F
F
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
DWE
DWE
DWE
DW E
D
WE
DWEDWEDWE43’ RT
+25 -L-39’ RT
+75 -L-
49’ RT
+25 -L-
32’ RT
+74.79 -L-
41’ RT
+00 -L-
36’ RT
+50 -L-
32’ RT
+75.26 -L-
60’ RT
+75 -L-49’ RT
+00 -L-
75’ RT
+59 -L-
75’ RT
+78 -L-
34’ LT
+20 -L-34’ LT
+70 -L-
34’ LT
+39.30 -L-
34’ LT
+59.04 -L-
43’ LT
+74 -L-
34’ LT
+75 -L-
81’ LT
+70 -L-
83’ LT
+48 -L-
160’ LT
+48 -L-
160’ LT
+92 -L-
198’ LT
+89 -L-
196’ LT
+75 -L-+79 -L-
160’ LT
75’ LT
+55 -L-
66’ LT
+00 -L-
36’ LT
+62.97 -L-
50’ LT
+73.65 -L-
60’ LT
+32.16 -L-
49’ RT
+89.97 -L-
65’ RT
+69 -L-
34’ LT
+75.26 -L-
65’ LT
+25 -L-
32’ RT
+65.05 -L-
56’ RT
47.86’ RT
+43 -L-
48’ RT
43.65’ RT
+64 -L-
47’ LT
38.79’ LT
+96 -L-
62’ LT
55.17’ LT
+82 -L-
77.06’ LT
+02 -L-
50’ LT
+73.30 -L-
50’ LT
40’ LT
34’ LT
+25 -L-
50’ LT
40’ LT
34’ LT
+45 -L-
46.17’ LT
+22 -L-
41.94’ RT
+89 -L-
DW E
59’ LT
54.80’ LT
+50 -L-
34’ LT
+24.63 -L-
45’ RT
41’ RT
32’ RT
+35 -L-
45’ RT
41’ RT
32’ RT
+15 -L-
54.79’ LT
+16 -L-
160’ LT
57.31’ LT
+55 -L-
46’ LT
+52.54 -L-
38’ LT
+64.18 -L-
40’ LT
+20.99 -L-
50’ RT
45.23’ RT
+06 -L-
45’ RT
+85 -L-
41’ RT
+50 -L-
47’ RT
+75 -L-
45’ RT
+53.02 -L-
52’ RT
+90.41 -L-5560-L- PT Sta. 55+05.99
-Y3- PC Sta. 11+87.68
-Y3- PT Sta. 14+15.61
10+52.89 CRC
R
-Y3- POT Sta. 10+00.00
-L- PC Sta. 61+75.26
GREU TL-3 CAT-1 GREU TL-3
-Y3-
-L-
+34.30
CR
CRCR
CR
CRCRCRCR
-DRV- POT Sta. 12+23.83
-DRV- POT Sta. 10+00.00
-L- POT Sta. 58+00.00
-DRV- PC Sta. 10+36.96
-DRV- PT Sta. 10+67.60
-Y3- POT Sta. 14+91.08
-L- POT Sta. 55+10.99 =
2GI-D
2GI-D15"FLOODPRONE SOILSFLOODPRONE SOI
LS(SEE SHEET P-6)MATCHLINE -L- STA. 64+00.00(SEE SHEET P-4)MATCHLINE -L- STA. 53+00.00P-5A020
GRAPHIC SCALE 1"=40’
40 8040
BARWELL RD.
SR 2551
C
H
A
S
T
E
A
L
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH
TRAIL
FOR -L- PROFILE SEE SHEET P-10
FOR -DRV- PROFILE SEE SHEET P-12 NF
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
CC
C
C
F
F
F
W
D
D
K1SB
K
D 42" CH
L42" CHL42" CHL42" CHL42" CHLWOODSW
OODSWOODSWOODSWOODS
WOODSWOODS
W
D DKWD DK1SFD36"
W
DCONC2SF
D2
SBKDDKWD12’ CONCSS2S
B
KD1SF
D16’ CONCCONC1SF
DGATEE
P
OPOP
1.5
S
F
DW
OODSWOODSDKWDCONC1S
B
KDCONCWOODSWOODSWOODSWOODSWOODSCONCCONC1.5SBKDWD DK10’ CONC72" WD
72" WD
72" WD7 2 " WD42" CHLG
R
GRGRGR
10’ GR10’ GR11’ GRGR
13’ GRGRSS S BARWELL ROAD
2
2’ PAVED ROADWAYHOLIDAY DRIVE 20’ PAVED ROADWAY48" LATTICEWGR VARIES
GR VARI
ES
GR VARI
ES
GR VARIE S
G
R
V
A
RIES14’ GR10’ GRWW36" CONC36"
C
ONC
36" C
O
NC
60" CONC36" CONC1SBKD10’ CONCVARI
ESCONC VAR CONCVAR CONCCONC42"CONCS1S
F
G1SFDW10’
C
ONC
C
O
N
C48"15" RCPI
NV=288.49’
I
NV=289.90’
15" HDP
E12" RCP
15"
R
C
P12" RCP15" RCP15" RCP12" CMPBL-
1
1
0
95
CONC VAR.B
E
N
C
H
T
IE
SE
T
IN
16"
P
IN
E17’
R
IG
H
T-E
L
2- ST
A
T
IO
N
62+74.64BM
6
E
L
E
V
. 283.29’EI
PEIPEI
PEI
PEI
PEI
PEI
PEI
PEI
PEIPEI
PEIPEIPEI
PS 0108’17" W247.78’S 0055’43" W275.55’
S 0 2 5 6 ’3 2 " W2 9 5 .6 3 ’
S 0 2 3 5 ’4 9 " W3 0 5 .4 7 ’
S 03 30’00" W70.77’
S 03 30’00" W265.09’N 8926’50" W97.15’S 0 1 3 3 ’5 5 " W2 6 3 .6 0 ’S 0 11 8 ’1 2 " W3 04 .83 ’N 8958’04" E
32.07’N 8955’12" E
96.23’N 8955’12" E
102.71’N 8955’12" E
102.94’N 8955’12" E
199.50’N 8955’12" E
S 8941’16" E
148.97’
S 8941’16" E
150.12’
S 8955’57" W428.24’
S 8955’34" W184.28’N 0 1 2 7 ’4 3 " E2 6 0 .0 5 ’N 0 1 4 1 ’5 2 " E2 9 3 .1 0 ’N 0 1 4 1 ’5 2 " E1 5 0 .0 7 ’
S 8941’16" E
148.71’
S 8956’14" W248.84’
20’
CIT
Y OF
R
AL
EI
GH S
ANIT
AR
Y S
E
WE
R
E
AS
E
ME
NT
P
E
R
B
M 1996 P
G 391
N 0 1 3 3 ’5 5 " E6 3 .8 4 ’N 0 1 3 3 ’5 5 " E8 5 .6 2 ’N 01 18’1 2 " E95.5 0’HHT
HHHHTH
HHHTHHH
H
HHDB 2172 PG 539
IDA MCCULLERS
JAMES AND
MB 1979 PG 485
DB 2758 PG 848
PATRICIA J WINTERS
MB 1979 PG 485
DB 5844 PG 357
SCARBOROUGH
WILLIAM AND JANICE
MB 1979 PG 485
DB 13075 PG 1184
STELLYNE B CURTIS
MB 1980 PG 628
DB 17173 PG 775
HOME RE-DO INC
DB 8402 PG 1160
MINNIE VENABLE III
GRAHAM AND
MB 1984 PG 1055
DB 4945 PG 210
YOLANDA CHAPPELL
CHARLES AND
MB 1996 PG 1389
DB 15352 PG 1366
RODERICK E HODGE
DB 17325 PG 1018
OLDE TOWNE WEH LP
MB 1996 PG 391
DB 7692 PG 55
SHIELA LANIER
ANDREW AND
MB 1996 PG 391
DB 14963 PG 2405
ANDREW L LANIER
MB 1988 PG 1571
DB 4424 PG 571
VICKIE STANFORD
LARRY AND
DB 8578 PG 2686
MB 1981 PG 1029
BOBBITT MARY C
MB 1966 PG 129
DB 9332 PG 1434
DARRELL K CROCKER HEIRS
RODERICK E HODGE
DARRELL K CROCKER HEIRS
DB 9332 PG 1434
MB 1966 PG 129
54
55
53
56
57
58
60
59
61
63 65
62
DW
E
D
WE
D
W
ED
W
EDWEDWEDWE DWEDWEDW E
DWEDWE
DWEDWEDWEDWED
W
ED
W
ED
W
ED
W
ED
WE
-L- CURVE DATA
6570PI Sta 64+30.87
D
L = 500.09’
T = 255.61’
R = 980.00’
PI Sta 72+84.81
D
L = 468.72’
T = 236.45’
R = 1,440.00’20’ DR16’ DR1
8’ DR1
6’ DR1
6’ DR1
6’ DR16’ DR16’ DR16’ DR1
6’ DR16’ DR16’ DR16’ DR40’ RMULTIUSE PATH
PROPOSED 10’
MULTIUSE PATH
PROPOSED 10’
SIDEWALK
PROPOSED 6’
CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’11’11’33’.04.04.02.03.02.03.02.0100.01.02.02.03.03.0100.02.01I
NC.
2
4’
(TYP.)
I
NC.
2
4’
(TYP.)
6’ SIDEWALK
PROPOSED
CR
CR-L- PC Sta. 70+48.35
-L- PT Sta. 66+75.34
-L-
-L-DD.04.04CRCR2
0.
3
8’
e
x.40’
R
+40.09+46.88ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
DI
DI
2GI
2GI
CB
CB
CB
CB
CB
CB
0604
0606
0609
0613
0610
0611
0612
0607
0608
0605
18"
R
C
P-IV
1
5" RCP-I
V
15" RCP-IV 15" RCP-I
V
15" RCP-IV RCP-I
V 15" 15" RCP-I
V REM
OVEREMOVE
REMOVE
REMOVE
REMOVE
15" RCP-IV
RCP-IV
15"
F
L
OODP
R
ONE
S
OI
L
S
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________P-6(SEE SHEET P-7)MATCHLINE -L- STA. 74+00.00(SEE SHEET P-5)MATCHLINE -L- STA. 64+00.00020
GRAPHIC SCALE 1"=40’
40 8040NFOR -L- PROFILE SEE SHEET P-10 & P-11
BARW
ELL RD.SR
2
5
5
1
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH HOLIDAY DR.F
F
F
F
F
FFFFFFFFFFFFFFFFFFFFFCFCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFCFCFCCFFFFCFFFFFFFFFFFFFFF
FF
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
DW
E
D
WE
D
W
ED
W
EDWEDWEDWE DWEDWEDW E
DWEDWE
DWEDWEDWE34’ LT
+02.60 -L-
68’ LT
+39 -L-
53’ LT
+54 -L-
34’ LT
+15.28 -L-
44’ LT
+30 -L-
40’ LT
+00 -L-
84’ RT
+25 -L-
79’ RT
+40 -L-
62’ RT
+00 -L-
55’ RT
+74 -L-
32’ RT
+75.34 -L-
57’ RT
+57 -L-
64’ RT
+52 -L-
41’ RT
+00 -L-
52’ LT
+31 -L-
58’ LT
+56 -L-
68’ LT
+24.25 -L-
60’ LT
+57.82 -L-
60’ RT
+24 -L-
44.36’ RT
+28 -L-
80’ RT
+14 -L-
46’ RT
+50 -L-
34’ LT
+75.34 -L-
47’ RT
42.13’ RT
+19 -L-
46’ RT
40.65’ RT
+45 -L-
83’ RT
62’ RT
+45 -L-
71’ RT
44.26’ RT
+00 -L-
67’ LT
51’ LT
+56 -L-
67’ LT
51’ LT
+75 -L-
53’ LT
34’ LT
+51 -L-
50’ LT
34’ LT
+75 -L-50’ LT
40’ LT
34’ LT
+95 -L-
50’ LT
40.62’ LT
+17 -L-
88’ RT
62’ RT
+00 -L-DWE92’ RT
+20 -L-
D
W
ED
W
ED
W
ED
W
ED
WE
45’ RT
-L-+25
32’ RT
+48.35 -L-
56’ LT
+21.04 -L-
32’ RT
+67.55 -L-
32’ RT
+97.36 -L-
(2’ x 3’)
-L- STA. 70+41.33 TO STA. 70+44.33 RT.
PROPOSED PUE FOR WATER METER
60’ RT
+50 -L-
50’ RT
+75 -L-
38’ RT
+75 -L-
48’ RT
43.37’ RT
+78 -L-
64’ RT
+63 -L-
41’ RT
+00 -L-
47’ RT
+08 -L-
58’ RT
+02 -L-6570CR
CR-L- PC Sta. 70+48.35
-L- PT Sta. 66+75.34 CRCR2GI
2GI
F
L
OODP
R
ONE
S
OI
L
S
P-6A(SEE SHEET P-7)MATCHLINE -L- STA. 74+00.00(SEE SHEET P-5)MATCHLINE -L- STA. 64+00.00020
GRAPHIC SCALE 1"=40’
40 8040NFOR -L- PROFILE SEE SHEET P-10 & P-11
BARW
ELL RD.SR
2
5
5
1
PROPOSED 6’ SIDEWALK
PROPOSED 10’ MULTIUSE PATH HOLIDAY DR.F
F
F
F
F
FFFFFFFFFFFFFFFFFFFFFCFCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFCFCFCCFFFFCFFFFFFFFFFFFFFF
FF
W
O
O
D
SWOODSWD DKPADCONCWOODS
WOODS
WOODS
1SBKD
72" WD72" WD 48" WD7
2
" WD72" WD
72" WD72"
W
D72" WD
72"
W
D17’ CONC18" WD RW
CONC2SFD2
S
F
D2
SFD2SFD
2SFD
CONCCONCCONC SWD DK
17’ CONC17’ CONC18’ CONC18’ CONC
18’ CONC2SFD 17’ CONC17’ CONC16’ CONC18’ C
O
NC
2SFD 2SFD
2SFD2SFD72" WD
72" WD72" WD72" WD72" WD72" WD72" WD72" WD
CONC2SFD2SFD2SFD2SFD1SFD1SFD72" WD
72" WD72" WD
S
S
DK
WD
DK
WD
DK
WD
D
K
W
DS
1SFD2SFD2SFD1SFD1SFDSDKWD12
’ CONC
20’ CONC
18
’ CONC
2SFD
2SFD
72" WD
7
2
" WD7
2" WD72" WD
CONCCONC
CONC72" VNYL 72" VNYL72" VNYL
72" VNYL
72" VNYL
72" VNYL
72" VNYL72" VNYL
72" VNYL
V
NYL
72"
CONC
WOODS
WOODS
7
2
" WDW
D72"72" WDWD72"
WD72"
WOODS
15’ GR13’ GRGR10’ GR1 1 ’ GR72" WD72" WD 72" WDCONCDKWD12’ CONC
12’ CONC
CONC
BARWELL
ROAD
32
’ PAVED
ROADWAY
60" CONC60" CONCCARRETA COURT 26’ PAVED ROADWAY
M
A
R
C
O
N
Y
W
A
Y 30’ PA
V
ED
R
O
A
D
W
A
Y30" C&G30" C&G30"
C
&
G30" C&G30" C&G30" C&G30" C&GNEALS CREEK DRIVE 27’ PAVED ROADWAY60" CONC60" CONC60" CONC30" C&G30" C&GBERKELEY LAKE ROAD 41’ PAVED ROADWAY60" CONC60" CONC60" CONC30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&GSWD DKOPSP
30" C&G
30" C&G
60" CONC 60" CONC 30" C
&
G
RAP
R
IP
RAP
R
IP
GR VARIESVARIESGR48" CONC48" CONC48" CONC36" CONC
CONC
42" 48" CONC60"
C
O
N
C
CONC2
4"
48" WD
R
AIL48" WD RAIL48" WD
R
AIL
4 8 " WD RAIL
48" WD RAIL48" WD RAIL48" WD RAI L48" WD RAIL48" WD
RAIL
P
AV
E
D

R
OADWAY
B
E
N
H
ILL
COU
R
T
B
K S
PAVED ROADWAY
GRAND LOOK COURT 72" WDTEALBROOK DRIVE
32’ PAVED ROADWAYCONC36"CONC36"
16’ CONC
12’ CONC
13’ CONC
BARWELL ROAD 32’ PAVED ROADWAY
SB
K
13
’ CONC
CONC24"CONC3
6"CONC3
6
"
3
6
" CONC8" H
D
PE 8" HDPE8" HDPE15" RCP18" RCP
CB15" RCP
15" RCP
18" RCP
18" RCP15
" RCP
D
ICB
15
" RCP
15" RCP
15
" R
C
P
1
5
" R
C
P
CB
FES
FES
FES
FES
FES-EL2
-LT38991
0
0
10
1 10210
5
106107
109
E
IP
E
IP
E
IP
EIP
EIPEIPEIPIN BOUNDARY MAP
PARCEL NOT INCLUDED
S 0033’28" W84.03’S 0018’10" W94.38’N 8955’34" W34.75’N 8942’35" WS 0014’52" E109.33’S 0014’52" E31.37’S 0014’52" E54.22’S 0014’52" E86.65’S 2554’16" W
38.33’
S 2554’16" W
56.23’
S
63
32
’22
" W
62
.54
’S 7956’12" W112.24’S 5301’01" E101.96’S 3506’56" E70.97’EIPEI
PEIP
EIP
E
IP
S 8941’16" E
150.00’
S 8941’16" E
150.12’N 0018’44" E95.50’N 0018’44" E140.00’N 4351’41" E
105.18’S 1928’00" E257.72’S 1925’19" E30.00’S 1928’00" E56.81’S
6
6
5
7’5
3"
E
3
8.4
2’N 7351’55" E26.00’S 4559’27" E22.14’EIP
EIPN 0007’36" W579.58’N 2742’26" W87.38’N 0004’54" E208.21’N 2742’26" W55.00’N 2742’26" W55.00’N 0015’55" ES
62 16
’12" W
120
.00
’
S
6217
’12" W
119
.98
’
S
6217
’12" W
119
.91’
S
62 13
’06" W
109
.78
’
S
6213
’06" W
110
.69
’
S
6213
’06" W
111
.59’N 2654’58" W60.01’N 2654’58" W60.01’N 4843’29" W55.01’N 4835’06" W60.35’
N 5216’32" E
105.53’
N
6904’17"
E
83.16’N 3912’48" E
82.43’
N 1002’33" E82.16’
N 4844’14" E
120.04’
N 1403’35" E
130.40’N 2416’11" W120.12’N
6
4
0
5’
4
4
" W12
0.0
0’N 7345’55" E126.64’N 1833’47" W113.28’N 5049’32" W108.23’N 8157’10" W96.27’S 3204’42" E135.06’S 2925’52" W
67.19’S 3214’11" E21.86’S 5224’49" W
92.55’
S 4947’46" W
8.53’
S 8841’37" W75.34’
S 88
41’37" W55.38’
N 4416’25" E
127.00’
N 4413’27" E
90.36’
N
62 18
’16" E
108
.55
’EIPEIPEIP
EIPEIP
EIP
EI
PEIP
EIP
EIP
N 1844’25" W4.40’N 7620’23" E235.42’
2.93’
N 3936’51" E
126.31’N 3901’33" W34.58’N 1128’45" E115.79’N
6
0
3
3’
4
6
" W1
1
5.
0
4’
S
8
5
15’0
7" W10
4.2
0’
N 5058’27" E
110.22’
N 50 58’27" E
128.73’
N 0548’09" E
45.22’
N 0548’09" E
91.53’27.58’13.42’DRAINAGE ESMT20’ PRIVATEDR
AIN
A
GE ES
MT
PRIV
ATE
BM 2000 PG 179710’ PERMANENT SLOPE ESMT
BM
2000
PG
1798
10
’ PERMANENT
SLOPE
ESMT 20’ CITY OF RALEIGH SANITARY SEWER EASEMENTPER BM 2001 PG 9547’ ACCESS EASMTDB 1900 PG 37110’ X 70’ SIGHT TRIANGLE
BM 2001 PG 954
10’ X 70’ SIGHT TRIANGLE
BM 2001 PG 954
BM 2001 PG 954
SIGHT TRIANGLE10’ X 70’
10’ X 70’ SIGHT TRIANGLE
BM 2001 PG 954
20
’ SLOPE
EASMTBM
2001
PG
954
20’ SLOPE EASMT
BM 2001 PG 954
20’ SLOPE EASMT
BM 2001 PG 954UTILITY EASMT2’ X 2’
T
T
H
H
HH THHCCHH
H
H
ME
T
E
R
ELE
C.
HH
HH TEOI
HH
HHHH
HH TGEN.TCHHH
H
HH
HH HHHHCCS 4759’05" W
121.59’
S 4209’42" W
119.04’
S 4209’42" W
116.15’
RODERICK E HODGE
DB 15352 PG 1366
MB 1996 PG 1389
MB 2000 PG 888
DB 4446 PG 778
DB 8628 PG 1193
EDWARDS JR
DAVID AND ELSIE
MB 2000 PG 888
DB 4446 PG 778
DB 8628 PG 1193
EDWARDS JR
DAVID AND ELSIE
MB 2001 PG 528
DB 16629 PG 2271
ANGEL HERNANDEZ
SILVIA BENETIZ
MB 2001 PG 528
DB 1562 PG 1738
MARIA A MORALES
HUMBERTO VEGA-NUNEZ
MB 2001 PG 528
DB 9286 PG 2459
JACQUELINE WILLIAMS
WALTER AND
MB 2001 PG 528
DB 11337 PG 1498
SHIELA W DORSETT
MB 2001 PG 528
DB 14598 PG 2666
BONILLA
ROBINSON
ZOLANGEL AND
PG 1797
MB 2000
PG 1460
DB 8717
ASSOC INC
RALEIGH COMMUNITY
CHASTAIN OF
NATALIA VELASCO
WILBERT HERNANDEZ
DB 16098 PG 869
MB 2000 PG 2124
MB 2000 PG 2124
DB 16315 PG 373
JULIE A LAMBERT
TRACE H WOMBLE
MB 2000 PG 2124
DB 8935 PG 503
SHERYL R PARKS
MB 2000 PG 2124
DB 8995 PG 329
MARY E HARRIS
MB 2000 PG 2124
DB 17300 PG 448
SIMONE L WELLS
MB 2000 PG 1797
DB 8717 PG 1460
COMMUNITY ASSOC INC
CHASTAIN OF RALEIGH
HALI J COLEMAN
DB 9127 PG 252
MB 2000 PG 2124
BESY LIZET PACAS
DB 13653 PG 2560
MB 2000 PG 2124
MB 1966 PG 129
DB 2661 PG 187
MARY E BOBBITT
DB 2301 PG 424
BELINDA S WILLIAMS
TONEY J STEWART
MB 2001 PG 954
DB 8952 PG 2403
TEALBROOK HOA INC
PG 954
MB 2001
PG 1885
DB 9794
LOCKLEAR
TERRY L
PG 954
MB 2001
PG 1833
DB 9374
NEWKIRK
CHRISTINE L
DARRELL K CROCKER HEIRS
DB 9332 PG 1434
MB 1966 PG 129
PG 954
MB 2001
PG 2234
DB 15793
BORROWER LLC
AMH 2014-2
ANA AND RAYMUNDO SANTOS
DB 10798 PG 2362
MB 2001 PG 954
MB 2001 PG 954
DB 17105 PG 2705
PHEO ROCHAM
YTOLO AND
PG 954
MB 2001
PG 130
DB 10840
BENAVIDES
PAOLA
CESAR AND
MB 2001 PG 954
DB 9430 PG 1376
HOUSING AUTH
CITY OF RALEIGH
BOBBY FORTE
MARIA AND
DB 16183 PG 2335
MB 2001 PG 954
MB 2001 PG 954
DB 8952 PG 2403
TEALBROOK HOA INC
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
64
67
66
69
DWE
D
WE
DW E
DWE65
68
70
71
72DWEDWE
DW
E 85PI Sta 81+83.71
D
L = 247.20’
T = 124.83’
R = 720.00’
-L- CURVE DATA
1
6
’ DR
20
’ DR
20
’ DR
16
’ DR
CURB & GUTTER
PROPOSED 2’-6"
CURB & GUTTER
PROPOSED 2’-6"11’11’11’33’-L- STA. 84+50.34
END PROJECT
.03.03.02.02.02.01.0100.03.03INC
.24
’(TYP
.)CRCR
-L- PT Sta. 75+17.0775
80.04.04.03.03.02.02.01.00.01.02INC
.24
’(TYP
.)+28.32+22.71C
R
CR
30
’R
30
’R
30
’R
30
’R +13.54+16.19-L- PC Sta. 80+58.88 -L- PT Sta. 83+06.08
ARTWORK LOCATION
PROPOSED CITY OF RALEIGH
MIN DEPTH CB
MIN DEPTH CB
REMOVE
REMOVE
DI
DI
DI
DI
DI
DI
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
0706
0707
0708
0710
0711
0712
0713
0709
0705
0717
0704 0716
0719
0720
0721
0722
0723
0724
0703
30" RCP-I
VRCP
-IV
30"
24
" RCP
-IV
24
" RCP
-IV
24
" RCP
-IV 24" RCP-IV 24" RCP-IV18"
R
C
P-IV 15" RCP-IV RCP-IV 15" RCP-IV 15" 15
" RCP
-IV
15
" RCP
-IV
RCP-IV 15" RCP-IV 15" 15" RCP-
I
V
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA. 74+50 TO STA. 74+85 -L- LT
DETAIL 7-1
GROUND
NATURAL
REMOVEREMOVE
SEE DETAIL 7-1
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAILS 7-2
DITCH W/ ROCK CHECK DAMS
SPECIAL CUT 4 FT LATERAL BASE
REMOVE
REMOVE
REMOVE
15" RCP-IV
RCP-IV
15"
RCP-IV
15"
15" RCP-IV
15" RCP-IV
0725
RIP-RAP
RETAIN
EST 14 SY GEOTEXTILE
EST 5 TONS
CLASS ’B’ RIP-RAP
2:1B=4 Ft.
Max. d=1 Ft.
Max. D=1.5 Ft.
D
( Not to Scale)
DETAIL 7-2
FROM -L- STA. 81+25 TO STA. 83+61 LT
EFFECTIVE SLOPE
FLOW
6’
PROFILE
TYPICAL SECTION
10-YR STORM EVENT
2:1EX. ORMATCH
w/ROCK CHECK DAM
SPECIAL CUT 4 FT LATERAL BASE DITCH
ROCK CHECK
WATER QUALITY
BASE OF SWALE
1’ OF #57 STONE
ELEVATION
10-YR. STORM
CLASS B RIP-RAP
CLASS B RIP-RAP
DOWNSTREAM CHECK.
SAME ELEVATION AS THE TOP OF THE
THE BASE OF THE UPSTREAM CHECK IS AT THE
NOTE: CHECK DAMS SHOULD BE SPACED SUCH THAT
ROAD
d
B
GROUND
NATURAL
GROUND
NATURAL
EX. GROUND FLOODPRONE SOILSFLOODPRONE SOILSFLOOD
PRONE SOILS
P-7020
GRAPHIC SCALE 1"=40’
40 8040
FOR -L- PROFILE SEE SHEET 11
13,900
6,200
DR.
NEALS CREEK
1,000
1,000
RD.
BERKELEY LAKE
4,800
3,200
300
100
700
200
300
100
3,700
2,200
RD.
BARWELL
16,600
7,400
2045 (BUILD) ADT
2019 (NO BUILD) ADT
RD.
BARWELL
NEALS CREEK DR.PROPOSED 10’ MULTIUSE PATH
PROPOSED 6’ SIDEWALK(SEE SHEET P-6)MATCHLINE -L- STA. 74+00.00BERKELEY LAKE RD.SR
2551
BARWELL
RD
.NF
FF
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
C
C C
C
C
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHP-1
1" = 40’
1" = 10’
MARCH / 2020
TAHPLAN SHEETTO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)Engineering & Construction, Inc.
License: C-2197
Fax:[phone]
Tel:[phone]
Raleigh, NC 27603
1 Glenwood Avenue
RMK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
DWE
D
WE
DW E
DWEDWE32’ RT
+17.07 -L-
32’ RT
+75.91 -L-
71’ RT
+52 -L-
54’ RT
+47 -L-
66’ RT
+71 -L-
53’ RT
+68 -L-
79’ RT
+05 -L-
54’ LT
+64 -L-
57’ LT
+14 -L-
34’ LT
+74.31 -L-
45’ LT
+47.07 -L-
73’ LT
+75 -L-
40’ LT
+00 -L-
62’ LT
+45.58 -L-
63’ LT
+95.18 -L-
47’ LT
+76.19 -L-
43’ LT
+40.74 -L-
DWE
45’ RT
+31.18 -L-
73’ LT
+87 -L-
41’ RT
+75 -L-
34’ LT
+17.07 -L-
55.72’ RT
44.36’ RT
+53 -L-
55’ RT
45’ RT
32’ RT
+75 -L-
55’ RT
44’ RT
32’ RT
+95 -L-
45’ RT
32’ RT
+10 -L-
45’ RT
32’ RT
+24 -L-
48’ RT
32’ RT
+60 -L-
54’ LT
45’ LT
+05 -L-50’ LT
44.31’ LT
+43 -L-
45’ RT
39’ RT
32’ RT
+90 -L-
66’ LT
+75 -L-
54’ LT
+44.67 -L-
43’ LT
36.60’ LT
+85 -L-
78.34’ RT
+95 -L-
78.36’ RT
+98 -L-
43.32’ RT
+00 -L-
34.11’ RT
+26 -L-
45’ LT
+50 -L-
66’ LT
62’ LT
42.06’ LT
+95 -L-
124’ LT
+87 -L-
95’ LT
54’ LT
+82 -L-
DW
E
48’ RT
32’ RT
+69 -L-
151’ LT
+53 -L-
140’ LT
+07 -L-
121’ LT
+11 -L-
124’ LT
+26 -L-
34’ LT
+50 -L-
(2’ x 3’)
-L- STA. 74+40.07 TO STA. 74+43.07 RT.
PROPOSED PUE FOR WATER METER 85CRCR
-L- PT Sta. 75+17.0775
80C
R
CR
-L- PC Sta. 80+58.88 -L- PT Sta. 83+06.08FLOODPRONE SOILSFLOODPRONE SOILSFLOOD
PRONE SOILS
P-7A(SEE SHEET P-6)MATCHLINE -L- STA. 74+00.00020
GRAPHIC SCALE 1"=40’
40 8040
FOR -L- PROFILE SEE SHEET 11
13,900
6,200
DR.
NEALS CREEK
1,000
1,000
RD.
BERKELEY LAKE
4,800
3,200
300
100
700
200
300
100
3,700
2,200
RD.
BARWELL
16,600
7,400
2045 (BUILD) ADT
2019 (NO BUILD) ADT
RD.
BARWELL
NEALS CREEK DR.PROPOSED 10’ MULTIUSE PATH
PROPOSED 6’ SIDEWALK BERKELEY LAKE RD.SR
2551
BARWELL
RD
.NF
FF
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
C
C C
C
C
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
240
250
260
270
280
290
300
310
10 11 12 13 14 15 16 17 18 19 20
240
250
260
270
280
290
300
310
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILES21 22 23 24 25 26 27 28 29 30 31
310
260
270
280
290
300
250
240
310
260
270
280
290
300
250
240 P-8
FOR -L- PLAN SEE SHEET P-1
FOR -L- PLAN SEE SHEET P-1 & P-2
RMK
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-L-
TBM-1 BENCHTIE SET IN 24" OAK
-L- STATION 11+95.32 41.37’ LEFT
E 2131126N 720192
ELEVATION = 265.20’TBM-1
TBM-2 BENCHTIE SET IN 13" GUM
-L- STATION 20+14.53 50.37’ RIGHT
E 2131687N 720751
ELEVATION = 265.05’TBM-2
(+)5.6288%(-)0.3000%
(-)0.3000%(+)1.7688%
(+)1.7688%(-)1.8473%
(-)1.8473%
DS = 40mph
K = 77
VC = 160’
EL = 266.50’
PI = 14+00.00
DS = 40mph
K = 44
VC = 160’
EL = 272.16’
PI = 17+20.00
DS = 35mph
K = 30
VC = 180’
EL = 267.17’
PI = 11+75.00
EL = 261.84BEGIN GRADE -L- STA. 10+80.31DS = 40mph
K = 65
VC = 265’
EL = 266.34’
PI = 20+35.00
ELEV = 265.84
PI STA 13+55 -L- RT
BEGIN DITCH GRADE
(+)1.30%
(-)3
.40%
ELEV = 268.51
PI STA 15+60 -L- RT
END DITCH GRADE
ELEV = 258.00
PI STA 20+25 -L- RT
END DITCH GRADE(-)7.90%
ELEV = 266.20
PI STA 18+50 -L- RT
BEGIN DITCH GRADE
ELEV = 262.25
PI STA 19+00 -L- RT
END/BEGIN DITCH GRADE
TBM-3 BENCHTIE SET IN 24" GUM
-L- STATION 24+62.08 32.86’ LEFT
E 2131787N 721196
ELEVATION = 277.70’TBM-3
(+)2.2531%
DS = 75mph
K = 323
VC = 450’
EL = 291.06’
PI = 28+40.00
TIE TO -Y- EL = 269.39END GRADE -L- STA. 21+70.33TIE TO -Y- EL = 270.01BEGIN GRADE -L- STA. 22+08.37DS = 40mph
K = 65
VC = 265’
EL = 266.34’
PI = 20+35.00
DS = 80mph
K = 263
VC = 100’
EL = 280.88’
PI = 25+50.00
DS = 65mph
K = 239
VC = 100’
EL = 277.43’
PI = 24+40.00
(+)2.3492%(+)3.5511%
(+)3.5511%(+)3.1327%
(+)3.1327%(+)3.5124%
(+)3.5124%(+)2.1171%
DS = 50mph
K = 100
VC = 120’
EL = 271.57’
PI = 22+75.00
(+)4.90%
ELEV = 267.00
PI STA 22+51 -L- LT
BEGIN DITCH GRADE
ELEV = 269.50
PI STA 23+00 -L- LT
END DITCH GRADE
31
240
32 33 34 35 36 37 38 39 40
250
260
270
280
290
300
310
320
240
250
260
270
280
290
300
310
320
40
240
250
260
270
280
290
300
310
320
41 42 43 44 45 46 47 48
240
250
260
270
280
290
300
310
320
FOR -L- PLAN SEE SHEET P-3
FOR -L- PLAN SEE SHEET P-3 & P-4
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILESP-9
41
RMK
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-L-
(+)2.1171%(-)1.2025%
DS = 50mph
K = 84
VC = 280’
EL = 301.01’
PI = 33+10.00
TBM-4 BENCHTIE SET IN 17" BEACH
-L- STATION 43+08.82 21.15’ RIGHT
E 2132609N 722839
ELEVATION = 288.46’TBM-4
(-)1.2025%(+)3.5261%
DS = 55mph
K = 129
VC = 610’
EL = 287.91’
PI = 44+00.00
48
240
49 50 51 52 53 54 55 56 57 58
250
260
270
280
290
300
310
320
240
250
260
270
280
290
300
310
320
58
240
59 60 61 62 63 64 65 66 67 68
250
260
270
280
290
300
310
320
240
250
260
270
280
290
300
310
320
FOR -L- PLAN SEE SHEET P-4 & P-5
FOR -L- PLAN SEE SHEET P-5 & P-6
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILESP-10
RMK
(5MPH UNDER THE PROPOSED DESIGN SPEED)
THIS CURVE IS DESIGED AT THE PROPOSED POSTED SPEED
WE ARE EXPECTING A DESIGN EXCEPTION FOR THIS VERTICAL CURVE.
THIS CURVE IS DESIGNED AT 10 MPH BELOW PROPOSED DESIGN SPEED.
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-L-
(+)3.5261%(-)6.7940%(-)6.7940%(+)4.4501%
DS = 35mph
K = 29
VC = 300’
EL = 309.52’
PI = 50+13.00
DS = 30mph
K = 40
VC = 455’
EL = 274.06’
PI = 55+35.00
TBM-5 BENCHTIE SET IN 17" PINE
-L- STATION 59+75.35 35.86’ RIGHT
E 2133754N 723998
ELEVATION = 292.85’TBM-5
(+)4.4501%(+)0.9429%
(+)0.9429%(-)2.4929%
DS = 55mph
K = 114
VC = 400’
EL = 297.42’
PI = 60+60.00
DS = 55mph
K = 146
VC = 500’
EL = 303.83’
PI = 67+40.00
68
240
69 70 71 72 73 74 75 76 77 78
250
260
270
280
290
300
310
320
240
250
260
270
280
290
300
310
320
78
240
79 80 81 82 83 84 85 86
250
260
270
280
290
300
310
320
240
250
260
270
280
290
300
310
320
FOR -L- PLAN SEE SHEET P-6 & P-7
FOR -L- PLAN SEE SHEET P-7
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILESP-11
RMK
DS = 45mph
K = 146
VC = 500’
EL = 303.83’
PI = 67+40.00
DS = 80mph
K = 907
VC = 680’
EL = 282.09’
PI = 76+12.00
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-L-
TBM-6 BENCHTIE SET IN 16" PINE
-L- STATION 74+55.20 15.83’ RIGHT
E 2135117N 724479
ELEVATION = 283.29’TBM-6
(-)2.4929%
(-)2.4929%
(-)1.7430%
DS = 80mph
K = 907
VC = 680’
EL = 282.09’
PI = 76+12.00
EL = 274.28END GRADE -L- STA. 80+60.00(+)1.92%
ELEV = 258.52
PI STA 83+62 -L- LT
END DITCH GRADE
ELEV = 265.63
PI STA 81+25 -L- LT
BEGIN DITCH GRADE
240
250
260
270
280
260
270
280
290
300
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILESP-12
RMK
FOR -Y- PLAN SEE SHEET P-2
10 11 12
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-Y-
13 14 15 16 17 18 19 20 21END WIDENING -Y- STA. 16+18.72 LT.BEGIN WIDENING -Y- STA. 14+35.00 LT.ELEV = 266.10
PI STA 15+82 -Y- RT
BEGIN DITCH GRADE
ELEV = 263.90
PI STA 15+99 -Y- RT
END DITCH GRADE
(-) 9.56%
ELEV = 267.00
PI STA 17+84 -Y- RT
BEGIN DITCH GRADE
ELEV = 270.00
PI STA 18+16 -Y- RT
END DITCH GRADE(+)8.40%
260
270
280
290
300
260
270
280
290
300
NO.
REVISIONS
CADD TECH:
CHECKED BY:
HSCALE
VSCALE
SCALES
DATE
DATE:CITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LSHEET NO.DEPARTMENTENGINEERING SERVICESCITY OF RALEIGHPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW 25%
JULY / 2019
DAP
1" = 40’
1" = 10’TO BERKELEY LAKE ROADFROM ROCK QUARRY ROAD (SR 2542)BARWELL ROAD (SR 2551)ROADWAY PROFILESP-13
RMK
FOR -L- PLAN SEE SHEET P-5
10 11 12
City of Raleigh Review Officer
City of Raleigh Development Approval ________________________
document has not been modified and the digital signature below is valid:
and Regulations. This approval of this electronic document is only valid if the
Construction must be in accordance with all Local, State, and Federal Rules
be construed to permit any violation of City, State or Federal Law. All
and Federal laws. This specific authorization below is not a permit, nor shall it
contractors are each responsible for compliance with all applicable City, State
development and construction. The property owner, design consultants, and
to be considered to represent total compliance with all legal requirements for
applicable codes. This limited review, and authorization for construction is not
Plans for the proposed use have been reviewed for general compliance with
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
SPECIFICATIONS.
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PLANS REVIEW R/W
-DRV-
-SIDEWALK-
280
270
260
250
240
10 11 12 13
270
280
260
250
240FOR -SIDEWALK- PLAN SEE SHEET P-2EL = 285.52’BEGIN GRADE -DRV- STA. 10+16.50EL = 272.50’END GRADE -DRV- STA. 12+14.00VC = 45’
K = 19 VC = 60’
K = 10
DS = 15mph
PI = 10+70.00
EL = 282.31’(-)6
.
0
0
0
0%
(-)8.3556%
PI = 11+60.00
EL = 274.79’
(
-
)4
.2407%
DS = 30mph
EL = 272.60’END GRADE -SIDEWALK- STA. 12+45.00PI = 10+84.00
EL = 269.04’
(-)3
.0503%(+)4.3372%
VC = 40’
K = 5
PI = 11+70.00
EL = 272.77’
VC = 80’
K = 16
PI = 12+35.00
EL = 272.35’
(-)0.6462%(+)2.5000%
VC = 20’
K = 6EL = 269.87’BEGIN GRADE -SIDEWALK- STA. 10+56.79