20200065 Ver 1_401 Application_20200114

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20200065
Is this project a public transportation project?* r Yes
r No
Is this a DOT r Yes r No
project?*
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
401 Application
April Norton:eads\arnorton
Central Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Kristi LynnCarpenter for Michael Turchy
Vft is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Project Name: US 29 Interchange Improvements at SR 2790 (R-4707)
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
TIP#: WBS#:
R-4707 36599.1.5
(Applies to DOT projects only)
County (ies)
Guilford
Please upload all files that need to be submited.
Oickthe upload button or drag and drop files here to attach document
Only pdf or krm files are accepted.
Describe the attachments:
Original submission via email. Application can be found in LF.
V By checking the box and signing box below, I certify that:
o I have niven true_ accurate_ and complete information on this form-

• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in &Ao ratically.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
January 14, 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
ATTN: Mr. David E. Bailey
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Application for Individual Section 404 Permit, Section 401 Water Quality
Certification, and Riparian Buffer Certification for U.S. 29 Interchange Improvements
at SR 2790 (Eckerson Road)/SR 2526 (Summit Avenue) in Greensboro, Guilford County,
Federal Aid Project No. NHS-2526(3), Division 7, TIP No. R-4707, Debit $570 from WBS
36599.1.5.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace on new location the
existing deficient Bridge No. 360 that connects Reedy Fork Parkway (SR 4771) to SR 2526 (Summit
Avenue), west of US 29 and construct a new interchange for Reedy Fork Parkway over US 29 on new
location to the south of the existing interchange. The improvements would also include upgrades to
Summit Avenue from 0.2 mile south of Bryan Park Road to the proposed interchange, and enhancements
to Reedy Fork Parkway from SR 2790 (Eckerson Road) to Summit Avenue. Please see the enclosed
ENG 4345; North Carolina Division of Mitigation Services (NCDMS) Acceptance Letter,
Meeting Minutes — Concurrence Points 4B and 4C; State Stormwater Management Plan (SMP); permit
drawings; and Roadway plansheets.
Purpose and Need:
The purpose of the proposed project is to replace the structurally deficient bridge over US 29, improve the
interchange to meet interstate standards and accommodate future traffic volumes from the Reedy Fork
Ranch Mixed Use Development. The needs that the proposed project would address are summarized:
• Replacement of the structurally deficient bridge (No. 360) over US 29;
• Modification of the existing US 29/ Reedy Fork Parkway Interchange to meet interstate
standards to accommodate for the future re -designation of US 29 to I-785;
• Accommodation of the future traffic volumes from the Reedy Fork Ranch development
and other anticipated future developments in the study areas.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 Website: www.ncdot.gov

NEPA DOCUMENT STATUS
State Environmental Analysis (EA)/Finding of No Significant Impact was completed for R-4707 on
February 20, 2018.
Copies of this document can be found on the NCDOT Website:
https://xfer.services.ncdot.gov/pdea/EnvironmentalDocs/Documents/STIP R-
Projects/R4707%20SEA FONSI Final.pdf.
PROJECT SCHEDULE
This project has a letting date of June 16, 2020 and a review date April 28, 2020.
INDEPENDENT UTILITY
The Merger Team agreed on the purpose and need, logical termini, and independent utility of the proposed
project at a meeting in 2006. The Study Area for the project extends approximately 5,000 feet north of the
existing interchange along US 29 and approximately 3,000 feet south along US 29, Bryan Park Road and
SR 2525 (Summit Avenue). The Study Area also extends approximately 3,000 feet south along SR 2790
(Reedy Fork Parkway).
RESOURCE STATUS
Water resources in the Study Area are part of the Cape Fear River basin [US Geological Survey (USGS)
Hydrologic Unit 03030002] and are located within the Jordan Water Supply Buffer Protection. There are
no Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply Waters (WS-I or
WS-II) waters within 1.0 mile of the project area.
A Preliminary Jurisdictional Determination (PJD) was obtained on November 15, 2017 for the
R-4707 project. David Bailey with the US Army Corps of Engineers (USACE) and April Norton with
the NC Division of Water Resources (NCDWR) attended the field visit on October 17, 2017.
303(d) Impaired Waters:
The Final 2018 303(d) list includes Reedy Fork (Hardys Mill Pond) which is listed for benthos but
not listed for turbidity or sedimentation. No other streams are listed within one mile of the project
footprint.
IMPACTS TO WATERS OF THE U.S.
Tables 1 and 2 summarize the impacts to jurisdictional wetlands and streams, respectively. Site numbers
correspond with the permit (hydraulic) drawings included in this application and with the PJD
package, dated June 19, 2017, and with the updated PJD tables, dated November 15, 2017.

Table 1— R-4707 Wetland Impacts*
Permit Site i
NC WAM
Wetland Size
Perm. Fill in
Excavation
Mechanized
Impact Description
Wetland ID
Classification
(ac)
Wetlands (ac)
(ac)
Clearing (ac)
A portion of wetland WF will be impacted by fill from the road
2 / WF
Headwater Forest
0.02
<0.01
--
<0.01
widening. Mechanized clearing will be performed on a portion of
the wetland outside of the fill boundary.
Wetland WJ will be impacted by fill and excavation from the
4/ WJ
Headwater Forest
0.55
0.34
0.02
0.15
construction of the interchange along with the installation of a
preformed scour hole. Mechanized clearing will be performed on a
portion of the wetland outside of the fill boundary.
6/WI
Non -Tidal
0.02
--
0.02
__
Wetland WI is being impacted by the channel relocation of the UT
Freshwater Marsh
to Camp Herman and will be a total take.
Totals by Impact Type:
1 0.35
0.04
0.16
Total Permanent Wetland Impacts:
0.55
* Wetlands impacted are riparian.
Table lA — R-4707 Utilitv Wetland Impacts*
Permit Site i
NC WAM
Wetland Size
Perm. Fill in
Excavation
Mechanized
Impact Description
Wetland ID
Classification
(ac)
Wetlands (ac)
(ac)
Clearing (ac)
4/ WJ
Headwater Forest
0.55
--
--
<0.01
Wetland WJ will be impacted by mechanized clearing from the
installation of overhead utilities.
Totals by Impact Type:
--
--
0.01
Total Permanent Wetland Impacts:
0.01
* Wetlands impacted are riparian.
Page 3 of 8

Table 2 — R-4707 Stream Impacts
Permit
Stream Name/
Stream
Permanent
Bank
Temp.
ACOE
DWR
Site
PJD ID
Status* /
Channel
Stabilization
Channel
Required
Required
Class
Impacts
Impacts
Mitigation
Mitigation
UT to UT at
Stream will be impacted by roadway fill with the
1
Camp
I/WS-V
79
10
10
79
__
flow captured in a new 24" RCP III in the location
Herman/SI
;NSW
of the original channel, with bank stabilization at
the outlet of the pipe.
UT at Camp
PAWS-V
Stream will be impacted by the extension of a triple
3A
Herman/SD
;NSW
314
73
5
314
314
barrel 7'x 8' RCBC with bank stabilization and a
low flow bench at the inlet.
UT at Camp
PAWS-V
Stream will be impacted by the extension of a triple
313
Herman/SD
1040
19
15
1,040
1,040
barrel 7'x 8' RCBC and by its relocation into a step
;NSW
ooI s stem & anew four barrel 8'x10' RCBC.
3C
UT at Camp
PAWS-V
--
8
--
Existing triple barrel RCBC will have sediment
Herman/SD
;NSW
removal from all three barrels on the upstream side.
UT to UT at
PAWS-V
Stream will be impacted by roadway fill from a
5
Camp
156
--
12
156
--
channel relocation and the installation of a step
Herman/SO
'NSW
pool system.
Total Streams Impact:
1,589
102
50
1,589
@ 2:1
1,354
@ 1:1
Total Permanent Impacts:
1,691
Total Stream Impact Requiring Mitigation (Total Perm. Impacts — Bank
1,584
Stabilization):
* - I = Intermittent, P = Perennial.
Table 2A — R-4707 Utility Stream Impacts
Permit
Stream Name/
Stream
Permanent
Bank
Temp.
ACOE
DWR
Site
PJD ID
Status* /
Channel
Stabilization
Channel
Required
Required
Permanent Impacts Description
Class
Impacts
Impacts
Mitigation
Mitigation
UT at Camp
P/WS-V
Stream will be impacted by channel restoration
3B
Herman/SD
;NSW
31
--
10
31
--
from the installation of a 30" sanitary sewer line.
Total Utility Stream Impacts:
31
Page 4 of 8

Table 3 — R-4707 Riparian Buffer Impacts
IMPACT TYPE
MITIGABLE IMPACTS
Permit
Site
Road
Crossing
Stream
Channel
Relocation
parallel
Impact
Zone 1
(ft2)
Zone 2
(ft2)
Total
(ft2)
1
--
--
X
8,009
6,593
14,602
3A
X
--
--
23,468
15,429
38,897
3B
X
--
--
60,989
43,187
104,176
5
--
X
--
9,800
5,161
14,961
TOTALS
102,226
70,370
172,636
Table 4 — R-4707 Utility Riparian Buffer Impacts
IMPACT TYPE
MITIGABLE IMPACTS
Permit
Road
StreamParallel
Zone 1
Zone 2
Total
Site
Crossing
Channel
Impact
(ft2)
(ft2)
(ft2)
Relocation
3A
--
--
X
--
204
204
3B
--
--
X
4,162
1,932
6,094
5
--
--
X
509
1,424
1,933
TOTALS
4,671
3,560
8,231
Table 3A — R-4707 Wetland Buffer Impacts
WETLANDS IN BUFFERS
Permit
Site
Zone 1
(ft2)
Zone 2
(ft2)
1
320
281
3A
--
--
3B
--
743
5
2,988
1,976
TOTAL
3,308
3,000
Table 4A — R-4707 Utility Wetland Buffer Impacts
WETLANDS IN BUFFERS
Permit
Site
Zone 1
(ft2)
Zone 2
(ft2)
3A
--
--
313
--
--
5
315
81
TOTAL
315
81
Page 5 of 8

We . IRI 111J 101u�
There are no moratoria for this project.
FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under
provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of October
4, 2019, the USFWS lists four federally protected species for Guilford County. Schweinitz's sunflower
was surveyed for by NCDOT personnel on October 29, 2019. Suitable habitat for Schweinitz's sunflower
is present in the project footprint but no specimens were observed. The project was surveyed for Small -
whorled pogonia on May 22, 2016 with no species found. IPAC was checked on November 25, 2019 and
the project was found to be outside of range of the Cape Fear shiner and Roanoke logperch.
Table 4 — Federally protected species listed for Guilford County
Scientific Name
Common Name
Federal
Status*
Habitat
Biological
Conclusion
Isotria medeoloide
Small -whorled pogonia
T
Yes
No Effect
Helianthus schweinitzii
Schweinitz's sunflower
E
Yes
No Effect
Notropis mekistocholas
Cape Fear shiner
E
--
No Effect
Percina rex
Roanoke logperch
E
--
No Effect
INDIRECT CUMULATIVE IMPACT ANALYSIS
NCDOT completed an Indirect and Cumulative Effects Screening Update for R-4707 in February 2017.
The findings of this report state that the project is not expected to have an effect on future land use patterns
in the Future Land Use Study Area (FLUSA). R-4707 is not expected to induce future growth or
development which could result in impacts to wetlands or surface waters in or adjacent to the FLUSA. The
effect of this project, when considered in the context of other past, present, and future actions, and the
resulting impact to notable human and natural features, will not notably contribute to indirect and
cumulative impacts to environmental resources in the FLUSA.
CULTURAL RESOURCES
In order to comply with Section 106 of the National Historic Preservation Act (1966, as amended), FHWA
and NCDOT must evaluate the project's impact upon any extant architectural and archaeological resources
and determine if additional measure will be necessary to mitigate any adverse effects of the project upon
any significant properties and sites.
Page 6 of 8

Archaeological Resources:
An archaeological survey was conducted by NCDOT of the APE in April 2017. A review of the APE found
that no National Register listed or eligible Archaeological sites are present within the APE for this project,
therefore no effect is anticipated on archaeological resources by implementation of this project.
Historic Architectural Resources:
On October 12, 2012 Historic Architecture reviewed the properties over 50 years of age in the Area of
Potential Effects. None of these properties warranted evaluation for National Register eligibility. As of
August 8, 2019, the conditions have not changed. This project was evaluated to comply with Section 106
of the National Historic Preservation Act and NC GS 121 (12)a.
Community Studies:
A community could be considered a potential EJ area of concern if the percentage of low-income
or minority populations of a Block Group within 0.5-mile of the project corridor is at least 20
percent greater than those of the County. Based on the demographic analysis, there are no areas
that would be considered an EJ area of concern within the Project Area.
FEMA COMPLIANCE
The project has been coordinated with appropriate state and local officials and the Federal Emergency
Management Agency (FEMA) to assure compliance with FEMA, state, and local floodway regulations.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study
rivers (Public Law 90-542, as amended).
MITIGATION OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable
jurisdictional impacts. Avoidance measures were taken during the planning and NEPA compliance stages,
and minimization measures were incorporated as part of the project design.
Avoidance and Minimization
• BMPs were used throughout the project for stormwater treatment and to minimize erosion.
• Sheet flow across grassed median and shoulder sections will also provide treatment of stormwater
before entering environmentally sensitive areas.
• Rip Rap pads and Preformed Scour Holes have been placed at pipe outlets to dissipate stormwater
energy. This will slow stormwater velocities and minimize erosion at pipe outlets.
• A Swale was used when applicable to slow conveyed stormwater to an acceptable velocity as it
enters and passes through the buffer zones.
• A step pool is also used for the transition of an existing minor tributary into a relocated channel
between the culverts.
• Roadway grade changes were kept to a minimum over existing to help minimize impacts.
Page 7 of 8

Stream impacts were also minimized during the design of the culverts and relocation channel.
Additional avoidance and minimization efforts include elimination of impacts to two existing
culverts within the project area. Initially, the existing 2@ 8'x8' RCBC located on -Y- just beyond
the end of the project was to be extended on the outlet end to accommodate a widened roadway
section. During final design, the proposed roadway was able to be tied into the existing roadway
prior to the culvert, thus eliminating the extension and any impacts to the stream. There was a
potential need to replace the 3@7'x8' RCBC located on -Y2- just beyond the end of construction
(Site 3C) due to a possible CLOMR with the overall project improvements. However, a
supplemental 60" pipe was placed parallel to the culvert extensions under US 29 to provide
additional hydraulic capacity and eliminate the need to permanently impact Site 3C.
Compensation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. Tables 1 through 4 summarize the wetland, stream, buffer, and utility
impacts for this project. NCDOT has obtained compensatory mitigation for 0.56 acre of wetland impacts;
1,620 linear feet of stream impacts and 174,163 square feet of buffer impacts from the NCDMS.
REGULATORY APPROVALS
Section 404 and Section 10: Application is hereby made for a USACE Individual 404 and Section 10 Permit
as required for the above -described activities.
Section 401: We are hereby requesting a 401 Water Quality Certification from the N. C. Division of Water
Resources. In compliance with Section 143 215.313(e) of the NCAC, we will provide $570.00 to act as
payment for processing the Section 401 permit application previously noted in this application (see Subject
line).
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Jeff Hemphill at [e-mail] or [phone]. A copy of this application and
distribution list will also be posted on the NCDOT website at:
https://xfer.services.ncdot.goy/pdea/PerrnAl2p .
Sincerely,
_G1 Philip S. Harris, P.E., C.P.M.
Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List.
Page 8 of 8

U.S. ARMY CORPS OF ENGINEERS
Form Approved -
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R.
Expires: 30-SEPTEMBER-2015
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities- Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses- This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Phil Middle - S Last - Harris
First - Middle - Last -
Company - NCDOT
Company -
E-mail Address-pharrisAnedot.gov
E-mail Address -
6. APPLICANT'S ADDRESS-
9. AGENT'S ADDRESS-
Address- 1598 Mail Service Center
Address -
City - Raleigh State - NC Zip - 27699 Country -USA
City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
91-707-6001
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
R-4707
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
French Broad River
Address
15. LOCATION OF PROJECT
Latitude- -N 16,17912 Longitude: oW 79,70941
City - State- 7ip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, DEC 2014 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
Please see attached Vicinity Map and Cover Letter.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to replace on new location the existing deficient Bridge No. 360 that
connects Reedy Fork Parkway (SR 4771) to SR 2526 (Summit Avenue), west of US 29 and construct a new interchange for Reedy Fork
Parkway over US 29 on new location to the south of the existing interchange. The improvements would also include upgrades to Summit
Avenue from 0.2 miles south of Bryan Park Road to the proposed interchange, and enhancements to Reedy Fork Parkway from SR 2790
(Eckerson Road) to Summit Avenue.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of the proposed project is to replace the structurally deficient bridge over US 29, improve the interchange to meet interstate
standards and accommodate future traffic volumes from the Reedy Fork Ranch Mixed Use Development.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s)for Discharge
• Replacement of the structurally deficient bridge (No. 360) over US 29;
• Modification of the existing US 29/ Reedy Fork Parkway interchange to meet interstate
standards to accommodate for the future re -designation of US 29 to i-785;
• Accommodation of the future traffic volumes from the Reedy Fork Ranch development
and other anticipated future developments in the study areas.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards -
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
see attached Cover Letter.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres
or
Linear Feet see attached Cover Letter.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
see attached Cover Letter.
ENG FORM 4345, DEC 2014 Page 2 of 3

24. Is Any Portion of the Work Already Complete? Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- see attached Permit Drawings.
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d.Address-
city - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant
� 7&� ViLf Igo
SIGNATURE OF APPLICANT f DPJE SIGNATURE OF AGENT DATE
S, (arrri5'.1,F_ C.?,M.
The Appll ation ust be slgne by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
Fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, DEC 2014 Page 3 of 3

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
71M BAUMGARTNER
Director
Mr. Philip S. Harris, III, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
December 5, 2019
Subject: Mitigation Acceptance Letter:
R-4707, US 29 / SR 4771 (Reedy Fork Parkway) Interchange Improvements in
Greensboro, Guilford County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on
December 5, 2019, the impacts are located in CU 03020002 of the Cape Fear River basin in the Central Piedmont
(CP) Eco-Region, and are as follows:
Stream and
Wetlands
River
Basin
CU
Location
Eco-
Region
Stream
Wetlands
Cold
Cool
Warm
Ri arian
P
Non-
Coastal
Riparian
Marsh
Impacts
Feare
03030002
CP
0
0
1,620.0
0.56
0
0
*Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for
TIP Number R-4707. Subsequently, DMS will conduct a review of current NCDOT ELF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ELF Program. If additional buffer credits are needed, then DMS will review all
active private buffer mitigation banks that submitted a proposal to IFB 16-031819 (issued March 18, 2019).
DEQ
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

Mead
1 lunt
4B Meeting Minutes
Subject: Project 36599.1.5 (R-4707) Guilford County
F.A. Project N/A
US 29 and SR 4771 (Reedy Fork Parkway) Interchange Improvements;
Improve Roadway, Modify Interchange and Replace Bridge 360
Location: Structure Design Conference Room
Date: August 15, 2018
Attendees Representing
Patty Eason
NCDOT - Division 7 (Phone)
Mark Staley
NCDOT - EC Engineering (Phone)
Laura Sutton
NCDOT - PMU
Bill Elam
NCDOT - Hydraulics Unit
Craig Lee
NCDOT - Hydraulics Unit
Charles Smith
NCDOT - Hydraulics Unit/AECOM
Jeff Hemphill
NCDOT-EAU
April Norton
NC-DWR
Robert Patterson
NC-DWR
David Bailey
USACE
Roger Weadon
Mead & Hunt - Hydraulics
Rick DeCola
Mead & Hunt - Project Manager
Carlas Sharpless
Mead & Hunt - Hydraulics
Email
peason(a�ncdot.gov
mstaley(cDncdot.gov
Isutton(c)ncdot.gov
belam(cDncdot.gov
cilee(cDncdot.gov
Charles.smith2aaecom.com
Ihemphill(a�ncdot.gov
april.norton(5)ncdenr.gov
robert.patterson(a)ncdenr.gov
david.e.bailey2(a�usace.army.met
roger.weadon(a�meadhunt.com
rick.decola(o-)meadhunt.com
calras.sharpless(a�_meadhunt.com
The meeting began at 10 AM. After a round of introductions, the meeting was turned over to Roger
Weadon of Mead & Hunt to discuss jurisdictional site impacts sheet by sheet.
Sheet 4
No Comments
Sheet 5
Site 1:
Site 2:
Sheet 6
Site 3A:
DWR asked if rip rap was in streambed at pipe outlet. It was stated that rip rap was placed on
streambanks only at pipe outlet. Agencies are ok with rip rap in bed if velocities are high and it is
needed for stability.
The possibility of using a drop box and/or upsizing the last segment of pipe do reduce velocities
was also discussed.
USACE asked about the source of hydrology at this site getting impacted by the project. It was
stated that future hydrology of this site would be addressed during the permitting process.
USACE is agreeable to replacing the culvert beneath US 29 to correct any perching issues. It was
noted that the existing culvert has a sufficiency rating of 80%.
USACE requests to fix existing perching for the extension portions. Roger Weadon stated that
the preliminary design shows the inlet end of the extension buried to prevent perching. However,
NCDOT stated that proposed culvert extensions should not be buried 1' since existing culvert
barrels are not buried and mostly free of sediment.
Page 1 of 3

Site 313:
DWR asked about baffles. No baffles or sills are proposed. It was stated that the culvert is
already experiencing hydraulic capacity issues due to the flat slope and length of the culvert and
adding a hard sill would further decrease hydraulic capacity. DWR and USACE would prefer a sill
in the high flow barrel to maintain low flow channel but they can be omitted if justification by
engineering necessity can be explained. It was noted that with the proposed extensions the US-
29 culvert would be over 620' long so the requirement for aquatic passage may not be practical
due to the enclosed length. USACE defers to WRC (Travis) to determine the needs for aquatic
passage. It was also discussed if the new culvert under —Y- would need to be buried due to the
culverts up and downstream not being buried. The culvert is approximately 400' long. USACE
deferred to WRC (Travis) to get a determination. Post Meeting: In a follow-up email, Travis
Wilson with WRC has confirmed that no burial of culvert barrels will be required. At the end of the
meeting Charles Smith suggested that a rock vane on the bench may be an alternative to placing
a hard sill in the barrel.
Question was bought up about existing sewer line in culvert. NCDOT initially assumed that sewer
line was abandoned therefore it could be removed from the culvert barrel. Division 7 expressed
concerned about removing the abandoned sewer line out of the culvert barrel and was going to
check with the city. Post Meeting: In and email received from Patty Eason she notes that the City
of Greensboro has confirmed that the sewer line is still active but may be able to be relocated.
It was stated that the new culvert beneath -Y- will be buried with 1' and have a sill to create a high
flow barrel.
It was noted to take in account total meander length of stream when calculating impacts at the
end of the new culvert.
Site 4:
• Narrow strip of wetlands could be a total take depending on depth of relocated channel.
Site 5:
• Discussion about tie-in with relocated channel. It was noted that there is a 3' drop to the new
channel.
• USACE asked to consider using step -pools at a max of 12" drops to dissipate the 3' drop for the
tie-in to the relocated channel.
• Roger Weadon stated that the use of step -pools could cause more impacts or drain the wetland.
Roger Weadon also noted that the channel could be realigned to drop over a longer distance and
minimize the linear impact of installing the step pools.
Site 6:
• Site would be candidate for total take since they could possibly lose their hydrology and drain out.
Sheet 7
• No Comments
Sheet 8
• It was noted that JS at approximately -Y- STA 30+00 Rt. begins downstream and off page before
pipe outlet. Include the label "JS begins off sheet" for 4C permit drawings.
Sheet 9
Site 3C:
• USACE OK with culvert clean out beneath Reedy Fork Pkwy. Suggest cleanout from upstream
side only to avoid conservation easement and private mitigation site on downstream side.
Division 7 stated that culvert cleanout sounds reasonable and should not be a problem.
• If additional barrel or supplemental pipe is proposed, notify USACE early to begin coordination
about the disturbing of the conservation easement downstream.
Page 2 of 3

Stream Impacts: It was requested that these 4B notes include the difference in measured impacts vs.
impacts listed in the EA/FONSI and an explanation explaining the difference.
The CP3 impacts were noted as 1558'. The permanent linear impacts for the current design are 1630'+/-.
Note the final design is not complete so the 1630' value is an estimate and not the final number. Also, the
1630' value does not include any temporary stream impacts, indirect impacts, or non-mitigable impacts
such as additional rip rap on channel banks.
Noted below is an Email sent out by Rick DeCola explaining the design changes that resulted in
the increase in impacts:
The impacts in the EA/FONSI are based on the preliminary design, which had the proposed Reedy Fork
Parkway interchange bridge placed directly over a sag in the US 29 profile. The bridge has vertical
abutments at both end bents, which essentially creates a bucket when placed within the sag in the profile.
If there would be a significant storm event and inlets became clogged, there would be no relief to the
runoff in this scenario and water would begin to pool. This situation became apparent after we submitted
15% Plans for review.
Therefore, it was decided to shift the Reedy Fork Parkway alignment to the north in order to eliminate
having the US 29 sag in the confines of the vertical abutments. Doing so also shifted the end of the
proposed culvert under Reedy Fork Parkway to the north, where the channel meanders quite a bit. This
resulted in approximately 170 LF of additional stream impacts.
It should be noted that we eliminated the culvert extension at the end of construction along Reedy Fork
Parkway, which reduced linear stream and wetland impacts. Our design ends construction prior to that
culvert, eliminating approximately 70 LF of impacts that would have been caused by the short culvert
extension and channel realignment.
The explanation above aligns with the increase of linear stream impacts from CP3: 1558 LF at CP3 vs.
approximately 1630 LF currently.
Respectfully submitted,
MEAD & HUNT, Inc.
ec: Attendees
Attachments
Page 3 of 3

Mead
1 lunt
4C Meeting Minutes
Subject: Project 36599.1.5 (R-4707) Guilford County
F.A. Project N/A
US 29 and SR 4771 (Reedy Fork Parkway) Interchange Improvements;
Improve Roadway, Modify Interchange and Replace Bridge 360
Location: Structure Design Conference Room
Date: May 15, 2019
Attendees Representing
Patty Eason
NCDOT - Division 7 (Phone)
Mark Staley
NCDOT - EC Engineering (Phone)
Bryan Key
NCDOT - PMU
Craig Lee
NCDOT - Hydraulics Unit
Charles Smith
NCDOT - Hydraulics Unit/AECOM
Susan Locklear
NCDOT - Hydraulics Unit
Jeff Hemphill
NCDOT - ECAP
April Norton
NC-DWR
Robert Patterson
NC-DWR
David Bailey
USACE
Roger Weadon
Mead & Hunt - Hydraulics
Rick DeCola
Mead & Hunt - Project Manager
Carlas Sharpless
Mead & Hunt - Hydraulics
Jack Hobson
Mead & Hunt - Structures
Email
peason(a�ncdot.gov
mstaley(cDncdot.gov
bckey(a)ncdot.gov
cilee(cDncdot.gov
Charles.smith2aaecom.com
splocklear(a)ncdot.gov
Ihemphill(a�ncdot.gov
april.norton(5)ncdenr.gov
Robert. patterson(a)ncdenr.gov
david.e.bailey2(a�usace.army.miI
roger.weadon(a�mead hunt.com
rick. decola(55)mead hunt.com
carlas.sharpless(a)mead hunt.com
6ack.hobson(a)mead hunt.com
The meeting began at 1 PM. After a round of introductions, the meeting was turned over to Roger
Weadon of Mead & Hunt to discuss jurisdictional site impacts sheet by sheet.
Sheet 4 (wetland impacts)
No Comments
Sheet 5 (wetland impacts)
Site 1:
• No Comments
Site 2:
• Comment was made addressing if site 2 should be a total take based on loss of hydrology. It was
noted to check with Jeff for the status of this. It was also noted that Division will provide photo of
the site for verification.
Sheet 6 (wetland impacts)
Site 3A:
• Comment was made that Travis with wildlife is ok with culvert inlet as shown with no sills.
Site 3B:
• It was noted that that permanent surface water impact hatching across entire stream should be
extended to bottom of rip -rap with stream relocation tie-in point. Bank Stabilization should
continue from that point to end of rip -rap on other side along streambank. Comment was also
made that label for utilities can be removed.
Page 1 of 3

Site 4:
• It was noted that site will not be total take since it will maintain hydrology from upstream pond.
Site 5:
• Comment was made to revise hatching angle/spacing to ensure that hatching is visible for the
entire length of the stream impact. The usage of a step -pool avoids an environmental impact to
entire stream.
Site 6:
• No Comments
Sheet 7 (wetland impacts)
No Comments
Sheet 8 (wetland impacts)
No Comments
Sheet 9 (wetland impacts)
No Comments
General Comments
• The comment was made to add avoidance and minimization statements into the stormwater
management about not impacting the two existing culverts within the project area.
• Site 3A: There was discussion about the status and removal of the existing sewer line in the
existing culvert beneath US 29. It was noted that the sewer line is abandoned, but it will remain in
place. It was noted that removal would cause too much disturbance.
• It was noted that it is unknown if the proposed 30" Sanitary Sewer line at end of culvert will be
trenchless or trenched through the stream.
Additional Comment from David Bailey regarding proposed 30" Sanitary Sewer line
Related to the proposed 30" Sanitary Sewer line: Is this sewer a relocation of an existing? If so, and if
this line will be trenched in, and/or if there are any other impacts to streams and wetlands related to
utilities, these impacts are typically included in the NCDOT permit package. This is because there is
no purpose and need of utility relocations without the NCDOT project. If this is a new sewer project
that would be done irrespective of the NCDOT project, then the utility company could apply for the
impacts separately.
• Site 3C: There was discussion about sediment removal in the existing culvert barrels and ways to
prevent it. Roger mentioned that it is no way of knowing why the sediment formed in the existing
culvert barrels or if it will come back after removal. It was also mentioned that removal should
take place from the inlet end of the culvert to avoid the mitigation site.
• It was noted that this could be an individual permit.
Additional Comment from David Bailey regarding Permit Requirements
Related to the type of permit required: at this time there is no way to permit the impacts proposed for
R-4707 other than an Individual Permit. There has been speculation about whether or not General
Permit 31 would cover such projects when it is re -authorized, but that wouldn't occur until well after
NCDOT will apply for this permit.
Page 2 of 3

Sheet 6 (buffer impacts)
Site 5:
• Revise buffer impacts to include small triangle between wetland and PUE borders. This will also
match the wetland impact shown.
Sheet 6C (inset) (buffer impacts)
• Site 313: label and arrows can be removed.
Respectfully submitted,
MEAD & HUNT, Inc.
ec: Attendees
Page 3 of 3

E lif North Carolina Department of Transportations a
Highway Stormwater Program a
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 36599.1.5 TIP No.: R-4707 County(ies): Guilford Page 1 of 3
General Project Information
WBS Element:
36599.1.5 ITIP Number: R-4707 Project Type: Other Date: 4/3/2019
NCDOT Contact:
Craig Lee, PE
Contractor / Designer:
Mead & Hunt/Roger Weadon, PE
Address:
1590 Mail Service Center
Address:
111 E. Hargett Street, Suite 300
Raleigh, NC 27699-1590
Raleigh, NC 27601
Phone:
919-707-6708
Phone:
[phone]
Email:
cjlee .ncdot.gov
Email:
roger.weadon(a)meadhunt.com
City/Town:
Greensboro
County(ies):
Guilford
River Basin(s):
Cape Fear
ICAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
1.36 Surrounding Land Use: Residential, Industrial
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
36.3 ac.
26.7 ac.
Typical Cross Section Description:
US-29 will remain the same typical section with minor widening and realignment to
US-29 is a 4-lane divided highway with a grassed median and shoulder section. SR
accommodate interchange improvements. SR 4771 (Reedy Fork Pkwy) is to be
4771 (Reedy Fork Pkwy) is an existing 2-lane facility with shoulder section with various
realigned with a proposed DDI interchange over US-29 south of its current location. A
widths to accommodate turn lanes. SR 2526 (Summit Ave) is also a 2-lane undivided
section of SR 2526 (Summit Ave) will be upgraded from a 2-lane undived facility to a 4-
facility with a shoulder section and variable widths to accomodate turn lanes in spots.
lane facility with a concrete median.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 49,000 Year: 2040
Existing: 40,200 Year: 2020
General Project Narrative:
This project involves improving the interchange of US 29 and SR 4771 (Reedy Fork Pkwy) including the removal of the existing interchange bridge and realigning SR 4771
(Description of Minimization of Water
(Reedy Fork Pkwy) to cross US 29 over new location. The proposed DDI interchange will be located south of the current interchange. The project also involves improving a
Quality Impacts)
section of SR 2526 (Summit Ave.) and reconfiguring the intersection with SR 4771 (Reedy Fork Pkwy.) along with improving driveway connections to busineses in the industiral
area for increased truck traffic. BMPs were used thoughout the project for stormwater treatment and to minimize erosion. Sheet flow across grassed median and shoulder
sections will also provide treatment of stormwater before entering enviromentally sensitive areas. Rip Rap pads and Preformed Scour Holes have been placed at pipe outlets
to dissapate stormwater energy. This will slow stormwater velocities and minimize erosion at pipe outlets. A swale was used when applicable to slow conveyed stormwater to
an acceptable velocity as it enters and passes through the buffer zones. A step pool is also used for the transition of an existing minor tributary into a relocated channel between
the culverts. Roadway grade changes were kept to a minimum over existing to help minimize impacts. Stream impacts were also minimized during the construction of the
culverts and relocation channel. Additional avoidance and minimization efforts include elimination of impacts to two existing culverts within the project area. Initially, the existing
2@ 8'x8' RCBC located on -Y- just beyond the end of the project was to be extended on the outlet end to acommodate a widened roadway section. During final design, the
proposed roadway was able to be tied into the existing roadway prior to the culvert, thus eliminiating the extension and any impacts to the stream. There was a potential need to
replace the 3@7'x8' RCBC located on -Y2- just beyond the end of construction (Site 3C) due to a possible CLOMR with the overall project improvements. However, a
supplemental 60" pipe was placed parallel to the culvert extensions under US 29 to provide additional hydraulic capacity and eliminate the need to permanently impact Site 3C.
Waterbody Information
Surface Water Body 1 : Unnamed Tributar, at Camp Herman NCDWR Stream Index No.: 16-11-10- 2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply V WS-V
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

l Ii h�Vcl` North Carolina Department of Transportation
St01 Highway Stormwater Program =F
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 36599.1.5 TIP No.: R-4707 County(ies): Guilford Page 2 of 3
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water
Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
M
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
6
-RPB- 37+13 LT
(1)Unnamed
Tributary at
5.0
3.0
3.0
27.6
2760
72
0.30 %
56.8
2.7
72.6
2.9
No
Yes
Additional Comments
The velocity at this swale is 2.7 fps due to the amount of flowrate that it is conveying. It would takeover a 35' wide base swale to reach velocities below 2 fps which is not feasible to obtain.

1 lighw��y North Carolina Department of Transportation
Swrmwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-4707 County(ies): Guilford Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipator
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
cfs
V10
(fps)
BMP
Associated w/
Buffer Rules?
5
-L-36+90LT
(1)Unnamed
Tributary at
PSH
Class'B'
0.5
Pipe
15
2.6
1.3
Yes
8
-Y-28+50RT
(1)Unnamed
Tributary at
PSH
Class'B'
0.1
Pipe
15
2.7
1.3
No
6
-Y-36+00RT
(1)Unnamed
Tributary at
PSH
Class'B'
0.4
Pipe
15
1.3
1.3
No
6
-RPC-21+00 RT
(1)Unnamed
Tributary at
PSH
Class'B'
0.7
Pipe
15
3.3
1.0
Yes
Additional Comments
The Preformed Scour Holes placed at -L- 36+90 LT and -RPC- 21+00 are located at outlets in the vicinity of buffer zones near site 2 and site 4 respectively. Sites 2 and 4 are minor tributaries that eventually
flow into the "Unnamed Tributary at Camp Herman." They will dissapate the stormwater flow at these pipe outlets before entering the buffer zone. Preformed Scour Holes located at -Y- 28+50 RT and -Y-
36+00 RT outlet to overland areas on the project that will eventually drain into the "Unnamed Tributary at Camp Herman" after overland flow and flowing through minor tributaries. The velocities listed in the
table are velocities exiting the preformed scour holes.
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

I
See Sheet 1A For Index of Sheets
See Sheet I For Conventional Plon Sheet Symbols
2732
` PRO,/MT
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
G UILFORD CO UNTY
LOCATION: US 29 AND SR 4771 (REEDY FORK PARKWAY)
INTERCHANGE IMPROVEMENTS; IMPROVE ROADWAY,
MODIFY INTERCHANGE AND REPLACE BRIDGE 360
TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIGNALS AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN CONSTRUCTION
r -Y- STA 21 + 00.00
BEGIN TIP PROJECT R-4707 SITE 3A —\
-L- STA. 20 + 00.00
SITE
2
END CULVERT EXT.
SITE1
RPB- STA. 37+58.35
BEGIN CULVERT EXT.
RPB- STA.37+36.23
TO FUTURE 1 840 " L- US 29
BEGIN CONSTRUCTION /
I- STA. 31+00.00 BEGIN CULVERT EXT.
RPC- STA. 21+88.77
END CULVERT EXT. J
RPC- STA. 22+IJ
SITE 4 f
SITE 5
SITE 6
-DPW-
r+r� BEGIN BRIDGE
-Y- STA. 40+60.76
Y1' Dom- END BRIDGE
-p_ -Y- STA. 42+18.26
CP 6
7v-
-Ark- z�y l
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO.
-L-
US 29 t �
l t; REEDY
} FORK
CREEK
-----.BEGIN CULVERT
-Y- STA. 45+90.91
SITE X
REEDY
� 9 END CULVERT
-Y- STA.46+24.67
SITE 313
END CONSTRUCTION
-Y- STA. 58 + 80.00
STATE
STATE PROJECT REFERENCE NO.
HHH
WO
TOTAL
N.C.
R-4707
I
e'1'ATH PROJ.N0.
F.A.PROI.NO,
DESCRIPTJON
36599.1.5
NA
PE
36599.2.1
NA
KW & UTILITY
PERMIT DRAWING
5htt i i car 1j
TO NC 150
END TIP PROJECT R-4707
-I- STA. 90 + 25.00
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
J
Prepared for NCDOT In the Office of:
HYDRAULICS
ADT 2020 = 40
111 E. Hargett Street, Suite 300
Raleigh, North Carolina 27601
Mead I U
ENGINEER
50 25 0 50 100
'200
ADT 2040 = 49,000
K = 9 %
—
LENGTH ROADWAY TIP PROJECT R-4707 1.330 MILES
1 1� 919-714_86701 meadhuntcom
NC License No. F-1235
g
S®Saim.
+�
�
1
�
PLANS
2018 STANDARD SPECIFICATIONS
D = 60 Q
LENGTH STRUCTURE TIP PROJECT R-4707 — 0.000 MILES
RICK DECOLA, PE
P.E.
SIGNATURE:
50 25 0 50
100
T = 18 % *
RIGHT OF WAY DATE:
PROJECT ENGINEER
ROADWAY DESIGN
�A a
V = 60 MPH
* TTST = 9%+ DUAL 9%
—
TOTAL LENGTH TIP PROJECT R-4707 — 1.330 MILES
MARCH 28, 2019_
TRAVIS COOK, PE
ENGINEER
�� ��
1p a
®�
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS = FUTURE
LETTING DATE:
LAURA BUTTON, PE
tr }�
1i i,
INTERSTATE
STATEWIDE TIER
-L- USED TO DETERMINE PROJECT LENGTH
JUNE 16, 2020
PE
NCDOT CONTACT
PROFILE (VERTICAL)
SIGNATURE:

H
O
w
m PROJECT REFERENCE NO. SHEET NO.
R-4707 4
m R W SHEET NO.
l ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
f ®DENOTES IMPACTS IN �1
SURFACE WATER ��y0 INCOMPLE E PLANS
� �Q DO NOT USE FOR
� / W ACOVIBITION
1 �ZN Q fl 3
[ �] } fli C,,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DALY MANAGEMENT COMPANY.LLC MEg. DALY MANAGEMENT COMPANY, LLC _ _ _ _ _ _ Mead&*Iunt//ry*� +(J RabO, NoHhCsrohne 27601
1'+� � � ���T.r.1f �,- ___-81 NC License Na F1Y35f1f+ ft1235-
2311��� - -- PERMIT DRAWING
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MICHAEL DALE AND �
KIMBERLY B.LOFTIS lY 7S I SHEET 2 OF 23
To a — —s=� '1 ---=� -RPB- PRC Sto.14+42.32
zz i ;� 0 -L- POT 90 26-fG0A0 = -- ��no � +
o { -RPB- PC Slo. 1404'OODO 139.00' LTl
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PROJECT REFERENCE NO. j SHEET NO.
R-4707 5
RNI SHEET NO.
DENOTES IMPACTS IN DENOTES FILL IN ROADWAY DESIGN HYDRAULICS
SURFACE WATER F WETLAND ENGINEER ENGINEER
A
g` rip INCOMPLE E PLANS
DENOTES TEMPORARY ** ** * * * DENOTES MECHANIZED
IMPACTS IN SURFACE WATER * * * * CLEARING �PQ DO NOT USE FOR VW ACOUIBTTION
ISMIL
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LTD ` BST / 1 e4 E Hff 4 , !!�� Mead lunt wokl
k k 1 � j O 81F714 0 m ewe 27e01
1 %� NC License Na F1735
10' CoNC WM ISBKBUS
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SITE 1 — PERMIT DRAWING
\k�k OUTLET CHANNEL DETAIL $ N6 lid W WOODS
111 LILY DETAIL OCll.n j
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-RPB- PROFILE,SEE SHEETS 18 & 19

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PROJECT REFERENCE NO.
SHEET NO.
R-4707
/NSET:4,
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
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INCOMPLE
DO NOT VSR FOR
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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� jko GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO.
Q�I)(tt
R-4707 6
_ 14W SHEET NO.
�.;• P t'y�` '4 'L" ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
MATCHLINE -Y4- STA. 11 +25.00 f �; _ ap
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111 E Hargett Sbeet. Suite 300
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PROPOSED TRAFFIC SIGNAL
IN WETLAND / iB�_ �� . 1. •�FaF l� . P 45�7;
`�'i �/ •� [ cra s �� '' —� _ ® BRIDGE APPROACH SLAB
DENOTES FILL IN } M1 LJFOR -Y4- PROFILE, SEE SHEET 24
3 WETLAND FOR -Y- PROFILE,SEE SHEETS 16 & 17
sra rwrr,*c
SHEEP 14 FOR pe. ~✓�j ' L11r 1"
s ® DENOTES IMPACTS IN FOR BRIDGE SKETCH. SEE SHEET 2B-2
E CULVERT ourkET DETAIL
SURFACE WATER S�
f� FOR -RPA- & -SPA- PROFILE,SEE SHEET l8
r1� E ;s S E�� FOR -RPC- & -SPC- PROFILE.SEE SHEET 21
* * * * DENOTES MECHANIZED SEE SHEET 14 FOR CHI
v % `� FOR -RPO- & -SPD- PROFILE.SEE SHEET 20
CLEARING CULVERT OUTLET DETAIL n•.c�-% a
$ MAXHLINIE Y- FX 47+00.00 SEE SHEEO FOR -L- NB & SB PROFILE.SEE SHEETS 12 - 14
SITE5 TS 5 SITE 313 FOR -RPB- & -SPB- PROFILE,SEE SHEETS 18 & l9
q6�
DENOTES TEMPORARY SITE 4 SITE 6IMPACTS IN SURFACE WATER BANK STABILIZATION FOR BANK STABILIZATION IMPACT FOR THE SEWER LINE INSTALLATION FOR STRUCTURE PLANS.SEE SHEETS S-I THRU S-XX
SEE SHEET 14 FOR STEP POOL DETAIL SEE SHEET 14 FOR CRl STREAM CHANNEL RELOCATION DETAIL CULVERT CONSTRUCION WILL BE SHOWN ON UTILITY PERMIT DRAWINGS FOR HORIZONTAL CURVE ALIGNMENT DATASEE SHEET 2B-1

AMTCHLINE —Y4— STA. 11+25.00 SEE SHEET 8 SITE 3A�'* 1{ r
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PROJECT REFERENCE NO. SHEET NO. II
., 616ii j
R-4707 6 —'
PUNS
I SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
r�
INC®NI
PILANS
vooll
W NOT USE FOR POR
t1W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
,r
saz
UNLESS ALL SIGNATURES COMPLETED
11.Etgh, ett Sheet 27600
Rak71 No70 Caroline 2]601
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PERMIT DRAWING
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PROPOSED TRAFFIC SIGNAL
BRIDGE APPROACH SLAB
FOR —Y4— PROFILE,SEE SHEET 24
FOR —Y— PROFILE,SEE SHEETS 16 & 17
FOR BRIDGE SKETCH,SEE SHEET 2B-2
ap FOR —RPA— & —SPA— PROFILE,SEE SHEET l8
FOR —RPC— & —SPC— PROFILE,SEE SHEET 21
FOR —RPD— & —SPD— PROFILE,SEE SHEET 20
FOR —L— NB & SB PROFILE,SEE SHEETS 12 — 14
FOR —RPB— & —SPB— PROFILE.SEE SHEETS 18 & 19
FOR STRUCTURE PLANS.SEE SHEETS S—I THRU S—XX
FOR HORIZONTAL CURVE ALIGNMENT DATASEE SHEET 2B—I

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R-4707
INSET: E
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ROADWAY DESIGN
ENGINEER
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/ W ACtlU1SITTON
DOCUMENT NOT CONSIDERED FINAL
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Raleigh, H Carolina 2)fi01
919-)1486)01 meaMunf.cwn
NC Lirensa No. F-1235
PERMIT DRAWING
SHEET 10 OF 23
DENOTES TEMPORARY
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CULVERT INLET
700
EXCAVATION
EXCAVATION 537 cu. yd.
194 cu. yd. '
690
KEY IN RIP RAP
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680 RIP -RAP w/
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BENEATH Bench
*FOR CUT CONDITION, USE CLASS II RIPRAP FLOOD
- BENCH BORDER WITH NATURAL GROUND COVER WITH
-_ COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION,
- USE CLASS II RIPRAP FILL THROUGHOUT, WITH NATIVE
BED MATERIAL FILLING THE VOIDS ON TOP.

..............................
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INSET: 68
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CULVERT
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NC License N.. F-1235
4,--
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DETAIL FOR SPECIFICS
1/3 1/3 1/3
BANKFULL BANKFULL BANKFULL
WIDTH I WIDTH I WIDTH
POOL
HEADER
ROCK
FOOTER
ROCK
KEY IN VANE TO BANK
MINIMUM OF AT AN
ELEVATION EQUAL TO
BANKFULL OR SLIGHTLY
LOWER
SET HEADER ROCK BACK 1/3
WIDTH OF FOOTER ROCK
-POOL DEPTH,
GEOTEXTILE DEPTH = 1.0'
SECTION A -A
#57 STONE
GEOTEXTILE
BANKFULL
FLOW
sE
n1 AKI 11TC1111
HEADER ROCK, TYP.
ELEVATION = 686.10
FLOW
BED
BACKFILL, TYP.
#57 STONE, TYP.
-FOOTER ROCK, TYP.
A
e
STEP POOL DETAIL
NOT TO SCALE
HEADER ROCK ,TYP
SEE PROFILE FOR
FLOW _ ELEVATION
#57 STONE
GEOTEXTIE
POOL EXCAVATED PER
DIRECTION OF ENGINEER
NOTES:
1. STEPS TO BE SPACED 18' TO 22' APART
2. POOL SPACING SHALL BE INVERSELY
PROPORTIONAL TO STREAM SLOPE,
AND DIRECTLY PROPORTIONAL TO
BANKFULL WIDTH.
3. POOL DEPTHS AT BANKFULL ELEVATION
SHALL BE TYPICALLY 2 TIMES
DEEPER THAN STEP DEPTHS AT
BANKFULL ELEVATION.
4. ADEQUATE NUMBER OF FOOTER BOULDERS
TO BE USED IN ORDER TO HOLD UP THE
BOULDERS AT HEAD OF STEPS DURING
HIGH ENERGY/HIGH FLOW EVENTS.
5. STEP POOL DEPTH SHOULD BE 2 TO 3
TIMES BANKFULL DEPTH.
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
O �
n - --
BACKFILL, TYP. �O ______ __---
#57 STONE, TYP. 1BED
, EXCAVATED POOL
2' MIN. FOOTER ROCK, TYP.
OCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
EXCAVATED TRENCH SIGNIFICANT SPACES
FOR ROCK CROSS VANE GEOTEXTILE, TYP.
CONSTRUCTION SECTION A - A
TIE VANE ARM INTO-
BANKFULL ELEVATION
BANKFULL HEADER
ROCKS
FLOW 4% TO 10% SLOPE /
BACKFILL; -
TYP.
#57 STONE GEOTEXTILE �FROOOCTKER
—BED
III,; JI
` VANE ARM SHOULD
MIN. NOT BE SIGNIFICsITESPACESD OR AVE ANY
BOULDER DIMENSIONS (FT) SECTION B - B
STATION HEIGHT LENGTH WIDTH
- 2. Or 3. Or 2. 5'
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
ROCK CROSS VANE DETAIL 3. CLASS STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
F O R STEP POOLS 4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
NOT TO SCALE
Pip. or DOutt
A
&our Holuare m(
(Rip Rap y i
basint sh.
basin not sh-
DETAIL PI
PREFORMED SCOUR HOLE
*NOT TO SCALE
-- - - - - -- - INSTALL LEVEL
AND FLUSH WITH
NATURAL GROUND
A
FW
ISECTION A -A- a
Fi4 PIPE (d = 15- OR 18"(
S�
OjOF D
INFLOW PSRM
NATURAL
GROUND
LINER: CLASS B I�-B-- I
RIPRAP WITH MIN. 1'TUCK
FILTER FABRIC M8
-L- STA 36+90 (LT)
-Y- STA 28+50 (RT)
-Y- STA 38+93 (RT)
-RPC- STA 21+ 00 (RT)
PROJECT REFERENCE NO. SHEET NO.
R-4707 2D-2
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLEIrE PLANS
DO NOT USE FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
if i E. Hargett Street, SNfe 300
Mead&Flunt 9 & " o1m doa t, �1
NC License No,F-1235
PERMIT DRAWING
SHEET 14 OF 23
STREAM CHANNEL RELOCATION
DETAIL CRl
*USE CLASS II RIP -RAP
ON CHANNEL BANKS
w/GEOTEXTILE BENEATH
NATURAL
GROUND
?'7 ti1
16'
LONGITUDINAL SLOPE=.0045 FT,/FT.
FROM -L- STA. 57+58 (350' RT+/-)
TO -L- 59+15 (405' RT+/-)
Channel Detail CH1
(Not to Scale)
Left to Right Looking Downstream
------_---- -- Proposed Culvert
t— Outlet Centerline
I
CLASS II Taper
RIP -RAP w/
GEOTEXTILE — 15' to 0'
BENEATH I Proposed Outlet
NWS=683.4 (&3V18) j `� 2 Channel
Key in Rip Rap 21
TAPERS TO 16'
LONGITUDINAL SLOPE=.0045 FT./FT.
FROM -L- STA. 57+54 (@ CULVERT OUTLET 306' RT)
TO -L- STA. 57 + 58 (350' RT +/-)

140 130 120 110 1
0 5 10 PROJ. REFERENCE NO. SHEET NO.
R-4707 X-72
3 s.o bo ro 4.o 4.o lqo 110 PERMIT D RAW I N G
------------`-----------------------`-----------------------`-----------------------
SHEET 16 OF 23
WETLAND CROSS
SECTIONS -SITE 4
-- — +-- — 419.3
---------- `----------------------- `----------- - -----------------------`----------[:35
------`----------------------- `-----------------------`----------------------------------'--------------------------------------------------------------------------------- ------------------ --710
70
I I I I I i I I I I I I
------ ---- ---- 700
687.36 — —
21 + 00.00
- ---------- - ---------- - ---------- - ---------- - --
71 .40
I I I mo. I I
I I I I
4.25:1
I I I I
------- ----------- �11A2----- J------------
` ` � J
140 110 1�0 110 1
---- 710 1
?'I
------- -- -- - -- -- -- -- -- - -- -- - --�- 1--------- ---
60.80
20 + 50.00'
------------------------------------------------------------ 710
?'I
--------- --- ----- !;------------'--------------------------------------- 700
---- --- --- --- gqn
688.72
120+00.00
-RpC-
10 9 1;0 2:0 30 40 5o 00 7.0 00 5.0 1Q0 110 1

0 5 10 PROJ. REFERENCE NO. SHEET NO.
R-4707 X-73
1 �o 140 140 110 110 1Qo 90 so 10 6,0 5:10 40 3,0 2:10 10 ip 2:0 3.0 40 5.0 6.0 7.0 8.0 5.0 loo 110 PERMIT DRAWING
-------------- -- -------- ------------ ----------- ------
71
-------------------- L ----------- ------------ -------------------
---------- ----------- ------------ ------ ------------ ----------- ---------
----------- ------------ ----------- ------------------- ---------
150 140 110 1�0 110 1
.49
SHEET 17 OF 23
WETLAND CROSS
SECTIONS —SITE 4
0.020
- - - - - - - - - - - - - -- -- - - -; - - - - - - - - - - -
---------- ----------- �1224-00-.oa -------------- ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ -----------
m
A-03�-'-
7 --L - - - - L :
T
687.43
21 + 50.00'
------------ ------------------------------------------------- I ------------- I ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------- ------------ ----------
-Rpc -
70 60 5:10 40 3:10 2:10 10 Q 1p 2:0 10 40 5o 00 7.0 00 9.0 lQo 110 110 130 140
740 1
710 1

PROJECT REFERENCE NO. I SHEET NO.
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLEIrE FLANS
DO NOT um POR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MeadSzFlunt H1Eh, Not Sbal, Su27600
Raleigh, North Ca .,, 2]501
NC Licenx No. F1235
PERMIT DRAWING
SHEET 18 OF 23
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CULVERT CONSTRUCTION
✓ERSION CHANNEL FOR
ILVERT CONSTRUCTION
E CULVERT OUTLET DETAIL
BANK STABILIZATION IMPACT
FOR THE SEWER LINE
INSTALLATION WILL BE SHOWN
ON UTILITY PERMIT DRAWINGS
20' 0' 20' 40' 60'
GRAPHIC SCALE
.•1
PROJECT REFERENCE NO.
SHEET NO.
R-4707
INSET: E
RN/ SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INC®NIFLE
E ]CLANS
DO NOT UM FOR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
111E Ha1,0 Street, Suite 300
MeadbzHunt 91.-714.67. Ca-dh-t
NC License No. F-1235
PERMIT DRAWING
SHEET 19 OF 23
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
CULVERT OUTLET
NWS = 681.1' (5/31A
Q EXCAVATION
6 0 0 32 Gu. yd.
670
CLASS II DI
IF —1\P1f
GEOTEXTILE
UNDERNEATH
. If/
✓ATION
yd.
P—RAP
*FOR CUT CONDITION, USE CLASS II RIPRAP FLOOD
BENCH BORDER WITH NATURAL GROUND COVER WITH
COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION,
USE CLASS II RIPRAP FILL THROUGHOUT, WITH NATIVE
BED MATERIAL FILLING THE VOIDS ON TOP.

O' PROJECT REFERENCE NO. SHEET NO.
O
R-4707 8
III of Vl PW SHEET NO.
BEGIN CONSTRUCT /ON I m III I r ROADWAY DESIGN HYDRAULICS
co p N p O ENGINEER ENGINEER
-DR2B- STA,10+65,00 ®LL D00
aN
NOTED SAWCUT EXIST, T INCOMPILE E ]PLANS
w 6 Q1 DO NOT USE FOR /W ACQUISMON
PAVEMENT AND TIE "III °' E E BEGIN CONSTRUCTION \\ Z
PROPOSED PAVEMENT II I W m BS7 I -DR2A- STA,1I+90,00 \\
TO EXIST, ELEVATION DII =1Im I 12 II \
I}/ III IIII THE PROCTFACTU I &GAMBLE \ \ I o\ 6'DIP G1� DOCUMENT NOT CONSIDERED FINAL
\ MANUFACTURING COMPANY ` c
r� m I III\ \ \\ /\� �\ woODS I lU \ \ UNLESS ALL SIGNATURES COMPLETED
I \ ' - C �:' — _� y 111 E Haryett Street, Suife 300
11Nm 1 \ \ \ F �\ ' MeadS&Hunt Rafeigh,North—iiahat.1
�' / �C 919NC L5n�e No aF-1235 om
I_ �rO— II W +\ \ \� \ ' BEGIN CONSTRUCTION / p
-DRI- STA,10+15,00. �. jai \ PERMIT DRAWING
UNKNOWN SIZE &TYPEBOL�—yf,��I Cy\\ \ tiRp� \ \ W0005 SHEET 21 OF 23
CONC III. C, •J / �e �4
P
_—P_—_ LTII \ /
4 (�
BOLLAR S 'I MH
2' CONC WALL \ _
WITH B'CHL // \\ —� 2
CONC V� WN SI \ ^; 1 RIP I >! \ / /t/ \I % .��� DO NOT DISTURB
_ _"L_Ti�.BFa RETAIN Rip P� C \ \ to I r l C / \ O 7
GR OLT I ��� �� � BST 00
) Ohl WA ER VALVE VAULT
-1 — j o \
GREENTREE, INC. </
poMwa \ \ \ J
PUE � %A
z zn^RCP 1 // I / / I / I $ / I \ to _ / C BLow
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/ BOLLLARD6 �z \\\ I \ \ 1 A 1 / C/ QD I\C ✓� \ R — C NC..F RETAW / wO
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RAP
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\(pJ v \
=i a 11 N RIP R P C % MCA > p �✓/// s��
h I I I S MTL RIP RAP ( \, \ �; 2 RIP C
THE PROCTER & GAMBLE I I zl CANOPY �) °Qe // \� �5, RiP - - \ v / % j/// / O F
/ MANUFACTURING COMPANY I 1_ = _ �6 Pvc 0% 1 f4 o F I Ee / OMB F /
Y VR
ml1--�=-- AGE EASEMENT AND.NfI `-
AND AROUND _ SR --
E ISMTLBNSI ISMTLBUS QQ/ / II Ism ELT er / I o I I C
SECURE FACILITY 12 ° I w IBo ARD zq
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ISMTLBUS '� O
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BEYOND PROPOSED BOLLA I aP RNp a P✓� N I / /// // _ C O
° R/W & EASEMENTS I I cpe j g / / C O
a esT of p j CONC l' 24'CPP % BSr / ' I °°� peC' / O %/�� `"' _ -
a Dr � DI I Es / _ � �" � — 36" RCP -IV F
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A/I CONC I A o 0 a I / O °\ ��// C +
BEGIN CONSAUCTION�� I 60p 12 A 24 RCP I— tea; G - -
? \/ _ `v I / f I GRAgf� C i \, / / fD TAIL ' BIDI'H� - M
—1 STA, 21 +00,00 - o ICpNC 4 DIP P F y b G110
�J II AT NEOGE T RAIN 6 - - - -6 L- -
.C. ,,nn�� C?� ,t�I \ �p6E � PqN - F � � LJJ
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00 co AA--,�,,� ')a'�,.i,'_ u2 / � \ -BY- 31 �- � / /i, �
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-BY- 30---- _ _ C - -UL
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a F L� E— - _ F PSH \
_ _ TIE UNACCESSIB EI E I GAT o\ F b � , � \
DI 1'1 MTL Os N � I � /F C �'
_ cpNc ' a- I I R q * PROPOSED TRAFFIC SIGNAL
SUMMIT DISTRIBUTION. LL gRCP — o 0 o MH Iy �IAo I I �/ 6
II �' gmI FOR -Y- PROFILE,SEE SHEET l6
BST \�—
H �� I m F F I NO IMPACTS
FOR -Yl- PROFILE, SEE SHEET 22
MATC H L I N E FOR -DRI - PROFILE, SEE SHEET 23
—Y4— STA. 11+25.00 JS STARTS HERE \\ FOR INTERSECTION DETAIL,SEE SHEET 2B-1
ro SEE INSET ON SHEET 6
�Xr� I FOR -Y4-, -DR2A- & DR2B- PROFILES, SEE SHEET 24

O' PROJECT REFERENCE NO. SHEET NO.
U
SITE 3 C R-4707 9
PW SHEET NO.
_ DENOTES TEMPORARY Z ROADWAY DESIGN HYDRAULICS
\ gl +y y 7�` j \ T ENGINEER ENGINEER
/ IMPACTS IN SURFACE WATER /
\_
Si �/ ��� INCOMPLE E PLANS
Q DO NOT USH FOR /W ACQUISITION
`\\ IEEOIN CONSTRUCTION SITE 3 C
—Y2— STA.10150,00 r
Existing Culvert Barrel has 5+
_
TS ` \ \ \\ '\ j ' DOCUMENT NOT CONSIDERED FINAL
/ of Blockage In right barrel UNLESS ALL SIGNATURES COMPLETED
\ (looking downstream) due to y TS III E Hagen Street, Suite 300
\ \\\ \ Raleigh, North Carolina 27601
sediment. \ MeadSzFlunt 91960e—.d235h om
Recommend: NCLa
��� PERMIT DRAWING
Removal of Sediment in left
and center barrels from SHEET ZZ OF Z3
F\\\ \\ \ \ PUE o wooDs 1 upstream
sediment inonly and right barrel..leaving \ /
A \
PUE PUE PUE PUE � 14
— _ — _ _ _ _ — _ — — -- _ — — — _ — — — PUE AF-REEDY FORK COMMERCIAL, LLC W ;�
4WD X \\ \ \ \ \ 15" RCP -IV \ \ d
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END CONSTR ICTION
3 (n "p \\ \\�\ \ \\\\ —Y— STAe58 80.00 I i
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h _
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-O T F
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5� effete t/ \\ G I I V R(ABLE HEIGHTLO R\P RAC
p \ WOODS I II i STONE WALL
BST
13
\ AF-REEDY FORK COMMERCIAL, LLC
d-
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o
I
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LL I C \\ RETAIN I II f J \
N O \ ��II I II II I AF-REEDY FORK COMMERCIAL. LLC * PROPOSED TRAFFIC SIGNAL
� 4
DELTA PHOENIx, INC. p�I II I \ \ FOR -Y2- PROFILE,SEE SHEET 22
� O END CONSTRUCTION I °�I� ml� I W:
u Y5 STA12f10e \ FOR -Y5- PROFILE, SEE SHEET 23
,,00 I li�I IW I E
° I 1 II I I \ FOR -Y- PROFILE,SEE SHEETS 16 & 17
E3 l ,JI ,
N �
I L C
aT
�=Q
�D �

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFA E WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- Sta. 33+19 - 33+86
24" RCP III
0.01
79
1
-L- Sta. 33+86 - 34+00
Bank Stabilization
< 0.01
< 0.01
10
10
2
-L- Sta. 34+86 - 35+30
Fill
< 0.01
< 0.01
3A
-RPB- Sta. 36+62 - 38+03
3 @ Tx 8' RCBC Extension
0.15
314
3A
-RPB- Sta. 36+82 - 37+16
Bank Stabilization
0.02
0.03
73
5
3B
-RPC- Sta. 21+50
3 @ Tx 8' RCBC Extension
0.47
1040
to -Y- Sta. 46+56
and 4 @ 8' x 10' RCBC
3B
-Y- Sta. 45+89 - 46+95
Bank Stabilization
< 0.01
< 0.01
19
15
3C
-Y2- Sta. 10+00
Sediment Removal (RCBC)
< 0.01
8
4
-RPC- Sta. 20+01 - 22+35
Fill, PSH, Step Pool
0.34
0.02
0.15
5
-RPC- Sta. 20+01 - 22+36
Channel Relocation, Step Pool
0.02
< 0.01
156
12
6
-Y- Sta. 45+32 - 45+70
Channel Relocation
0.02
TOTALS*:
0.35
0.04
0.16
0.67
0.04
1691
50
0
*Rounded totals are sum of actual impacts
NOTES:
3A - Temporary Surface Water Impact is within the Bank Stabilization Impact.
3A - Bank Stabilization Impact for the sewer line installation is within the Bank Stabilization Impact for construction of the culvert extension.
3B - Bank Stabilization Impact for the sewer line installation will be shown on Utility Permit Drawings.
6 - Total Take due to Excavation.
2018 Feb

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See Sheet 1A For Index of Sheets
T ^ T T(V OF
O R T Tj �( C ^ R O I N ^
NORTH
Sheet 18 For Conventional Plan Sheet Symbols
d[�`j1 1II�A fllwfILF�jY' d[�`�IIII A d/�`�See
�:�:L
R-4707
DIVISION OIF HIGHWAYS TRPR0 ND.
P .A PR0.N0 DR6CR P TDN
ESum'm r
36599.1.5
NA PE
36599.2.1
NA ILW & UTILITY
GUILFORD CO LINTY
ow
O
END
PROJECT
4771
BEGIN 2526 2732
LOCATION. US 29 AND SR 4771 (REEDY FORK PARKWAY)
BUFFER D RAW I N G
I
PROJECT 2-90 2819
2565
INTERCHANGE IMPROVEMENTS; IMPROVE ROADWAY,
SHEET 1 OF 10
MODIFY INTERCHANGE AND REPLACE BRIDGE 360
256
•
a, 2526 2832 2732
TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIGNALS AND STRUCTURE
V
BUFFER IMPACTS PERMIT
BEGIN CONSTRUCTION
W
VICINITY MAP
.,p-Y STA. 21+00.00
'
DR2B-
�y
BEGIN TIP PROJECT R-4707 SITE 3A PID
NP
—L— STA. 20 + 00.00DR2A-
BEGIN BRIDGE
-Y- STA. 40+60.76
-Y4- -DRI- END BRIDGE
END CULVERT EXT. _Y
-Y- STA. 42+18.26
�+
-RPB- STA.37+58.35
SITE 1
BEGIN CULVERT EXT. EDY . 6
arg
---- -RPB- STA.37+36.23
A Y1 HARD ,S �^�+
�F M
TO FUTURE I-840 °
-YIA- POND
N c
-L- US 29 s o
R
Zsz6 0
'RPB- RPA_
NSBORO
GREENSBORO CITY LIMIT
I
TO NC ISO —
p ° U US 29 =—
�l RPC _gpD sal
1
RK
-- bCR
--
BEGIN CONSTRUCTION CREEK
-L STA.31+00.00 BEGIN CULVERT EXT. Sg
-RPC- STA. 21+88.77 BEGIN CULVERT
END CULVERT EXT. -Y-" ' -Y- STA. 45+90.91
-RPC- STA. 22+11.73 EpSooRo CITY -Y2- .,...'.,,.,.y.,.',.,..........
G>� END TIP PROJECT R-4707
-Y5 REEDY'.:;, jiyt;'.?$;''+L+.;
SITE 3 B �FS�N IIB END CULVERT —I
— STA. 90 + 25.00
-Y- STA.46+24.67
� SITE 3B
SITE 5
\ END CONSTRUCTION
F� -Y- STA. 58+80.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
INCOMPLETE PLANS
90
THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
. •
A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO.
UNLESS ALL SIGNATURES COMPLETED
V
GRAPHIC SCALES
DESIGN DATA
PRO J
PROJECT LENGTH
Prepared for NCDOT In the Office of:
HYDRAULICS
50 25 0 50 100
ADT 2020 = 40,200
111 E. Hargett Street, Suite 300
Raleigh, North Carolina 27601
Mead, lunt 919-714-86701meadhunt.com
ENGINEER
®1 E®qp
ADT 2040 = 49,000
NC License No. F-1235
K = 9 %
°�
� ®o
PLANS
2018 STANDARD SPECIFICATIONS
D 60 %LENGTH
—
ROADWAY TIP PROJECT R-4707 = 1.330 MILES
pEfo
50 25 0 50 100
= *
LENGTH STRUCTURE TIP PROJECT R-4707 0.000 MILES
RICK DECOLA, PE
SIGNATURE:
cw
PROJECT ENGINEER
ROADWAY DESIGN
T 18 %
RIGHT OF WAY DATE:
V 60 MPH
TOTAL LENGTH TIP PROJECT R-4707 1.330 MILES
-
MARCH 28, 2019
TRAVIS COOK, PE
ENGINEER
PROFILE (HORIZONTAL)
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PROJECT DESIGN ENGINEER
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LETTING DATE:
LAURA BUTTON, PE
PROFILE (VERTICAL)
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STATEWIDE TIER
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DUNE 16, 2020
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SIGNATURE:

PROJECT REFERENCE NO. SHEET NO.
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NC License No, F-1235
BUFFER DRAWING
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MITIGABLE IMPACTS ZONE 2
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WETLAND AND SURACE WATER IMPACTS SUMMARY
VVETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- Sta. 33+19 - 33+86
24" RCP I I
0.01
79
1
-L- Sta. 33+86 - 34+00
Bank Stabilization
< 0.01
< 0.01
10
10
2
-L- Sta. 34+86 - 35+30
Fill
< 0.01
< 0.01
3A
-RPB- Sta. 36+62 - 38+03
3 @ Tx 8' RCBC Extension
0.15
314
3A
-RPB- Sta. 36+82 - 37+16
Bank Stabilization
0.02
0.03
73
5
3B
-RPC- Sta. 21+50
3 @ Tx 8' RCBC Extension
0.47
1040
to -Y- Sta. 46+56
and 4 @ 8' x 10' RCBC
3B
-Y- Sta. 45+89 - 46+95
Bank Stabilization
< 0.01
< 0.01
19
15
3C
-Y2- Sta. 10+00
Sediment Removal (RCBC)
< 0.01
8
4
-RPC- Sta. 20+01 - 22+35
Fill, PSH, Step Pool
0.34
0.02
0.15
5
-RPC- Sta. 20+01 - 22+36
Channel Relocation, Step Pool
0.02
< 0.01
156
12
6
-Y- Sta. 45+32 - 45+70
Channel Relocation
0.02
TOTALS*:
0.35
0.04
0.16
0.67
0.04
1691
50
0
*Rounded totals are sum of actual impacts
NOTES:
3A - Temporary Surface Water Impact is within the Bank Stabilization Impact.
3A - Bank Stabilization Impact for the sewer line installation is within the Bank Stabilization Impact for construction of the culvert extension.
3B - Bank Stabilization Impact for the sewer line installation will be shown on Utility Permit Drawings.
6 - Total Take due to Excavation.
2018 Feb

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD STREAM PARALLEL
No. (From/To) Size / Type CHANNEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING RELOCATION IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
-L- Sta. 32+68 - 36+30
Embankment, 24" RCP III
X
8009
6593
14602
3A
-RPB- Sta. 35+11 - 38+40
3 @ Tx 8' RCBC Extension
X
23468
15429
38897
3B
-Y- Sta. 44+44 - 47+73
-RPC- Sta. 20+84 - 23+14
4 @ 8' x 10' RCBC
3 @ Tx 8' RCBC Extension
X
60989
43187
104176
5
-Y- Sta. 44+57 - 45+87
Channel Relocation, Step Pool
X
9800
5161
14961
TOTALS*:
0
0
0
102266
70370
172636
0
0
NOTES: Site numbers match wetland sites. Wetland site numbers that are not shown do not have buffers.
2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION
ZONE 1 ZONE 2
SITE NO.
FROM
STATION TO
(nZ) (tt)
1
-L- 34+86
-L- 35+30
320 281
3B
-RPC- 22+11
-RPC- 22+35
520
3B
-Y-45+31
-Y-45+46
223
5
-RPC- 21 +29
-RPC- 22+35
2675 1909
5
-RPC- 21 +89
-RPC- 22+34
313
5
-Y-45+42
-Y-45+53
67
TOTAL:
3308 3000
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APRIL 3, 2019
GUILFORD COUNTY
R-4707
36599.1.5
Revised 2018 Feb
SHEET
10 OF 10
Rev.Jan 2009

UTILITY PERMIT DRAWINGS

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"I E. Hallett Street, Suite 300
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1� Mead Iunt 919-]14A6701meadhhatoo,h
S _� \ t NC License No. F-1235
702 l
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401 0' 4 0' 8 0' 1201
GRAPHIC SCALE
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\HYDRAULICS PERMIT DRAWINGS
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■.MM!!lMMMlMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM■lMMMMMMMM!lMMMY.rllr'J'ill.3'1
■.!laaa!!!a!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!lMOMMEMEL•L•!lllP2]Y:7LL'L-L'ML•lE\1J3niuLirmlmmlmmlmm!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!llrrilVarui.NrYrYaa!!!!!!!!aa!!!!!!!!aa!!!!!!lIa
yaul:1N11f•INNNNNNNNlINNNNNNNNlINNNNNNNNlINNNNNNNNlINNNNNNNNlINNNNNNNNllNNN11NNNNlINNNNNNNNM■MMNMMNMM■■MMNNNP]uLlLl4lN[']JNlINNNNNNNNlINNNNNNNNlINNNNNNNNllN11NlNNLNlINNNNNNNNlINNNNNNNNlINmommommo.lNlmorlMEn
F_MNilm.mYi`JNm1�ntl0000u0000u0000u0000u0000u0000uoNroou0000u0000umor���r!r.nr�llllr�J7!INNNNNNNN!INNNNNNNN!INNNNNNNN!lNrNl:1[:iN!INNNNNNNN!INNNNNNNN!!N!!!!!!!.
OMMELcrI!■■!!!!!!!!■a!!!!!!!laalaaaaaaaa
"�>f�'�>INNIINE�7
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!!llaaa!!!a!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!lIaMOMMlMlMlMMOMMIMEMEMEMEMEMEMEMa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!!!!!!!!!!lmmlmmlmmlmm!!mmlmmlmm■mmlmmlmmlmm!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!mmommommommoomm !!!!!!!aa!!!!MOMMEMEMEM!!!!aa!!!l'9f.7laa!!!!!!!!aa!!!!!!!laalaaaaalla
No!!!■!!!lmmommolM!!lMMMMl�l�.M11oL!
T.7TMEMEMEMEMEMEME No l!lMlmomH:1
mmmmmmmmmmmmmMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lommoommMMMMMM!!!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMM... mommommommoommommomm!!!■!!!!!!loom!!!!!!!!om!!!!!!!!mm!!!!!!!!mm!!!!!!!!om!!!!!!!lm0000000000■!!!!lMMM!■NNNNmoommmmoNi7E1Em■!!!momommoom
mmmmmmmmmmmmmm MMMM!!lMMMlMMM!■iiiiiiiiiiiii
MMMM!!lMMMlMMM!■mmmmmmmmmmmmmMMMMM!■MMMMMMMM!■NoNNNNNNlINMMMMMMM!■MMMMMM!!!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!!!!!!!lmmommo!!!!■!!!lommommommi7l7M!■MMMMMMMM!lMMMMMMMM!lommommom�a%IMIIMMF.
■MMMM!!lMMMlMMMlMOMMEMEMEMlMEMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMM!!!!!!!!!!!!!!!!lMMMMM!lMMMMMMMM!!!!!!!!!!!!!!lMMMMM!lMMMMMMMM!!!!!!!!!!!!!!lMMMMM!lMMMMMMMM!!!!!!!!!!!!!!lMMMMM!lMMMMMMMM!!!!!!!!!!!!!!M!!!!!!!!!!!!!!!!!!!!lmmmmmmmmmMMroom!mommoMMMMMMM!lMMMMEMMmmmmmmmmmmmmmmmoM!lMMMMMMMMlimimllM!ll:u
MMMM!!lMMMlMMM!■mmmmmmmmmmmmmMMMMM!■MMMMMMMMlmommommoommommMMMMM!■MMMMMM!!!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMMlmoommommommoomMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMMlmommommommoommomommommommoommommoommommommoommoMMMMMMM!■MMMMMMMM!!l3I.FL'a.Lr
MMMM!!lMMMlMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MlMMMMMM!■MMMMMM!!!■lMMMMMMM!■MlMMMMMM!■MMMMMMMM!■lMMMMMMM!■MlMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMM!!■NNNNNmomlIMMMMMM!!!■MMMMMMMlNEENEENEEMEMEMMMMMMM!lMMMMMMMM!!Mlrlmnmrs"EmMEMEMEM
!!llaaa!!!a!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!llaaaa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!laalmlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmm!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!mlmmlmmlmmlmm■mm!!mm!!mmlmmlmmlmm!!lilJflLiYrlri.aaaaaa-
lfGi!!!!.
!!!laaa!!!a!!!amlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmmlmmlmmlmm!!!!!!!aa!!!!!laaaa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aalmlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmmlmmlmmlmm!!mmlmmlm.........!!!!!!!aa!!!!!!!!aa!!!!!!mlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmm!!m!l
...............
MMMM!!lMMMlMMMlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmmmmmmmmmmmmmmMMMMMMM!■MMMMMM!!!■!!!!!!!!!■!!!!!!!!!■!!!!!!!!!■!!!!!!!!!■!!!!!!!!!■!!!!!!!!!■!!!!!!!!!■!moomm!!mmlmm!lmm............................................!!!!!!!!■!!!!!!!!!■NNNNNNNNmmommmommommommommoomm.............................
■mlmmlmmlmmlmlMMMMM!■MMMMMMMM!mmmmmmmmmmmmmmmmm ■MMMMMMMM!■MMMMMMMM!■MMMMMM!!!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■NNmommoommoommomm..................................lmoommlmmlmmlmmlmm■mmoommoommommommoommommoommommommommoomm..........NN!■■■■■..■■■■■■■■■
MMMM!!lMMMlMMM!moommommommoommommommommoommommommommom
MMMM!!lMMMlMMMlmmmmmmmmmmmmmmmmmmlmmlmmlmmlmm■mm!!mm!!mmlmmlmmlmm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmm■mmlmm!!mm■mmlmmlmmommommommoommommommommommommomom■...... MM!■NNNNNmomm■mmlmmlmmlmm!!mm!!mm■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmm■mm!!mmlmm!!mmlmm!!mm!lmm
............... .!
■MMMM!!lMMMlMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMM!!!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMM!lMMMMMMMMlmlmmlmm!!mmlmmlmmlmm!!mmlmmlmmlmmlmmlmmlmmlEMEMENEENNEEN'..
MMMM!!lMMMlMMM!■NNNNNNNNI.NMMMMMMM!■MMMMMMMMlmlmmlmmlmm■mmlmm!!mm■!mmlmmlmm■mmlmmlmmlmm!!mmlmmlmmlmmlmmlmmlmmlmmlmm■mm!!mm!!mmlmmlmmlmm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmm!!mmlmm!!mmlmmlmmlmm!!mm!!mmlmmlmmlmm!!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■......
MMMM!!lMMMlMMM!l................MM!■MMMMMMMMlmmmmmmmmmmmmmmMMMMM!■MMMMMM!!!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■!!lMMMM!!l....MMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMM!■MMMMMMMMlNlMMMMMMM!■MMMMMMMM!■MMMMMMMMMMMMMMMMMMMlMMMMMMMMMMMMMMMMMMM
!!llaaa!!!a!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!llaaaa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!mlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmmlmmlmmlmm!!!!!!!!!■a!!!!!!!!aalaaaaaaa..aaaaaaal.
NNI.N.■■
.............No
MMMM!!lMMMlMMMlmmlmmlml.mmommommomm■mmlmmmm.mmommommoommom....moommlmmlmmlmmommommoommommommomm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlm■!mmlmmlmm■mmlmlmmlm■!mmlmmlmm■mmlmm!!mm■mmlmmlmmlmmlmmlmm!!■moommlmm!■mm!!!!!!!■MMMMMMMM!■MMMMMMMM!■NNmommoommommommomm.mm!!mm!!mmlmmlmmlmmlm!!!!!!!..!!!!!!!!.
■!!llaaa!!!a!!!amlmmlmmlmm■mmlmm!!mm!!mmlmmlmm■mmlmmlmmlmm!!mmlmmlmmlmmlmmlmmlmm!!mmlmm!!mmlmmlmmlmmlmmlmm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmm■mm!!mmlmm■mmlmmlmmlmmlmmlmmlmmlmmlmm!lmmlmmlmmlmm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmmlmmlmmlmmlmmlmmlmmlmmlmmlmmlm■
MMA lrr.T.loommommommomm.Ile,rr.T.1!l............i-,.F.,T.Immommommom....i■:IC!1.TIIEEEEEEEEEEEom.11•'C!r.T.lmmmmmmmmmmmloLID.'r.lmommommommommoL:IDfro1MMMMMMMMMMMMMMN2!9.Y11MMMMMM!lMMMMMMIE:lPJfr11MMMMMMMMMMMMMMLSPJfr.lmmmmmmmmmmmmoorl9•r.l!!!!!!!!!!!!!!N:!30fr.lmmmmmmmmmmmmmmN2!9ff.00mmommommommo[!!11'..!!!!!!!!!!!!!!r.!'}
ll
lMJNENdid moommommommooJroNi& MENEM.........WaRNrimlmmlmmlmmommomYrcrimoommo■mommommarrcrilmmmmmmmmmmmmmNmmrNMMMMMM!■MMMMmoNrrl-mommommommomm000mlrNoommomm■mmoMMMNrrcoMMMMMlmmommooNmorNommoMM!■mommommMrrLmmoomMM!■MMMMMMNrrrNMMMMMM!■MMMMMMGimrcommmmmmmmmmmmmao:IrmoommommommommoNrm
MMMM!!!MlMMlMMlMlMMlMMlM!■MlMMlMMlMMlMMlMMlM!■MlMMlMMlMMlMMlMMlM!■MlMMMlMM!■!MMlMMlMmom mommomm■mmlmmlmm!!mm!!mmlmmlmmlmm!!mMlMlMMlMMlMM■MMlMMlMMlMlMMlMMlMM■MMlMMlMMlMlMMlMMlMM■MMlMMlMMlMlMMlMMlMM■MMlMMlMMlMlMMlMMMM!■MMMMMMMM!■mlmmlmmlmmlmmlmmlmlMlMMlMMlMMlMMlMMlMMlMMMMMMMMMmmM!!!lMMMl�
MMMM!!!mlmmlmmlmmlmmlmm!!mm!!mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmm■mmlmm!!mm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmm■mm!!mmlmm■mmlmmlmmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmm■mmlmmlmm!■mmlmmlmmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmm■mmlmmlmmlmmlmm!!mmlmmlmmlmmlmmlmmlmm!!mmlmm!lmmmmmmmmmm.mm.
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommommommommommommommommmmmmmmommommommommommommommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommommommmmmmmmmmmmmmmmmmmmmmmommommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommommoommommmmmmmmmmmEMEM
■!!llaaa!!!a!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!llaaaa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!!!!!!!!aa!■■■■■■a..aaaaaaaa.-
MMMMMMMMMMMMMMMMMMM
MMMM!!lMMMlMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMM!!!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM!■!!!!!!!!!■!!lMMMMM!■MMMMMMMM■lMMMMMMMM!!mlmm!!mmlmmlmmlmml.
!!!laaa!!!a!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!laaa!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!!!!!!!!!aa!!!!!!!!a!!!!!!!!!!!Mommomm!■■!!!!!!!!■
MMMM!!lMMMlMMM!■!l...........MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMM!!l..............MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMMMMl..............MMMMM!■MMMMMMMM■............................l.

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
3B
-Y- Sta. 46+75 - 46+97
Channel Restoration
< 0.01
< 0.01
31
10
4
-RPC- Sta. 21+40
Overhead Utilities
< 0.01
TOTALS:
< 0.01
< 0.01
< 0.01
31
10
0
*Rounded totals are sum of actual impacts
NOTES:
3A - Bank Stabilization Impact for the sewer line installation is within the Bank Stabilization Impact for construction of the culvert
and is shown on Hydraulics Permit Drawings.
2018 Feb

PROJECT REFERENCE NO. I SHEET NO.
I , , 2 , , , 6
GRAPHIC SCALE
EXISTING
TRANSPORTATION
FACILITY
O
ti
V
t
In E
N
N a-
m In
O
J°—
��Q
�oo
N 0,:N
RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE CLANS
DO NOT UMFOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
111E Ha,W Street. Suite 300
Mead&-+Iunt Raleigh, North Carolina],
RMft ,N.1h meadhu 27601
NC License No, F-1235
MITIGABLE IMPACTS ZONE 2

0
ID L
N N
N�
61 �
O
J+°—
��Q
/oo
NON
4• •0
GRAPHIC
/M SCALEuuuilnw::::::u.nwu rM uuuuuuwrurrrru rrrrrrrrr,r rrluuul u�iiii
-- rrrrairrrrnrrrrnr
IDC�I
91—A
h
2 1
/ 2G1
Y-- ELBOW
Y Y--
I Y-- Y--
0
K _20
N-y �G
ELBO�V
CD
! �K
pbul Y--
YK
qS
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 5
ss
pIrm
F
PROJECT REFERENCE NO.
SHEET NO.
R-4707
INSET: 68
RN/ SHEET NO.
ROADWAY DESIGN
HYDRAULICS
0-1
10
ENGINEER
ENGINEER
1\
g'>n�
INCONIFLE
rE ]CLANS
`PpI
DO NOT USE FOR
/ W ACQUISITION
EXISTING
DOCUMENT NOT CONSIDERED FINAL
T RAN S P O RTAT I O N
UNLESS ALL SIGNATURES COMPLETED
9Ch,N.1 StreFet. 27601
oFACILITY
NU.nN,F-12350
1 � -
h
B-
LBOW
vxJ
'°UF
TB
IN
E

PROJECT REFERENCE NO. I SHEET NO.
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
X
INC®NIFLE
DO NOT USR POR
E CLANS
/W ACQUISITION
`Pp
I►L
QED
3W. 300
127601
1235 m
1236

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD STREAM PARALLEL
No. (From/To) Size / Type CHANNEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING RELOCATION IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
3A
-RPB- Sta. 37+80
30" Gravity Sewer
X
204
204
3B
-Y- Sta. 46+58 - 47+73
Overhead Utilities
X
4162
1932
6094
5
-Y- Sta. 44+57 - 45+25
Overhead Utilities
X
509
1424
1933
TOTALS`:
1 0
1 0
1 0
1 4671
1 3560
1 8231
1 0
0
NOTES: Site numbers match wetland sites. Wetland site numbers that are not shown do not have buffers.
2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION
ZONE 1 ZONE 2
SITE NO. FROM
STATION TO (ft) (ft2)
5-Y-44+92
-Y-45+25 315 81
TOTAL:
315 81
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JULY 17, 2019
GUILFORD COUNTY
R-4707
36599.1.5
Revised 2018 Feb
Rev.Jan 2009

C
C
I
T
0
See Sheet to For Index of Sheets
2732
PROJECT
�.+ ii7i Afm�- I W—�, R�V
VICINITY i
STATE OF NORTH CAROILINA
DIVISION OF HIGHWAYS
GUILFORD CO LINTY
LOCATION: US 29 AND SR 4771 (REEDY FORK PARKWAY) INTERCHANGE
IMPROVEMENTS IN GREENSBORO; IMPROVE ROADWAY,
MODIFY INTERCHANGE AND REPLACE BRIDGE 400360
TYPE OF WORK: GRADING, PAVING, DRAINAGE, SIGNALS AND STRUCTURES
BEGIN CONSTRUCTION
-Y- STA. 21 +00.00
z
I�S26 '
9�
DR2B-
�Pp 1g,,
STATE
8TAT6 PROJRCT RBPRRENCR N0.
31@RT
NQ
TOTAL
SNBBTS
NaCo
R-4707
ATR PROl.NO.
.A.PROl.N0.
DeSCRIPTION
36599.1.5
NA
PE
36599.2.1
NA
P W & UTILITY
36599.3.1
NA
CONST
PLFI PLANS
BEGIN TIP
PROJECT R-4707
sN b Yl;
NP
DRZA- BEGIN BRIDGE
—I— STA. 20 +
00.00
-Y STA. 40+60.76
END CULVERT EXT.
-Y4-
-DR]- END BRIDGE
-RPB- STA. 37+58.35
_Y
'
";;
-Y- STA.42+18.26
CP
BEGIN CULVERT EXT.
REEDY .
FORK
6
-RPB- STA. 37+36.23
rnr6.9
4
-YI
HARD 'S
g
MILL
TO FUTURE I-840
-L-US
-YIA-
s
POND
�o
GREENSBORO CITY LI,yD
29
_RP B
-RPq_
2
S
16
(SUMMIT AVE)
-
y o
o
- - -
GREENSBORO C
-
— TO NC 150
__-_--.-____--
-
-L- US 29
D --_--
-
REEDY
BEGIN CONSTRUCTION
a�^�
ORK
FCREEK
-L- STA. 21 +50.00
5g
BEGIN CULVERT EXT.
BEGIN CULVERT
-RPC- STA. 21+88.77
CULVERT
c[1K O
Y _
a .
:<::: -Y- STA. 45+90.91
^''
END EXT.
SgoRo
-Y2-
END CULVERT
RPC- STA. 22+11.73
GEx
s
....
.
-Y- STA. 46+24.67
REEDY
END
TIP PROJECT R-4707
Z
j�
�soN
-Y5-
o RK
TRIB• 9
—L— STA. 90 + 25.00
�A
N�
I
END CONSTRUCTION
F� -Y- STA. 58+80.00
THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
* PROPOSED SIGNAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared for NCDOT In the office of:
GRAPHIC SCALES
DESIGN DATA
LENGTH PROJECT
J
HYDRAULICS
111 E. Hargett Street, Suite 300
Raleigh, North Carolina 27601
ENGINEER
50 25 0 50 100
ADT 2020 = 40,200
Mead, lunt 919-714-86701meadhunt.com
E®qp
ADT 2040 = 49,000
K = 9 %
LENGTH ROADWAY TIP PROJECT R-4707 = 1.330 MILES
NC License No. F-1235
®1
°��®o
PLANS
2018 STANDARD SPECIFICATIONS
D = 60 %
LENGTH STRUCTURE TIP PROJECT R-4707 = 0.000 MILES
RICK DECOLA, PE
P.E.
SIGNATURE:
50 25 0 50 100
T = 18 % *
V = 60 MPH
TOTAL LENGTH TIP PROJECT R-4707 = 1.330 MILES
RIGHT OF WAY DATE.
MARCH 28, 2019
PROJECT ENGINEER
TRAVIS COOK, PE
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
* TTST =9%+DUAL 9%
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS = FUTURE
INTERSTATE
LETTING DATE:
JUNE 16, 2020
LAURA BUTTON, PE
mi
NcnoT CONTACT
PROFILE (VERTICAL)
STATEWIDE TIER
-L- USED TO DETERMINE PROJECT LENGTH
re
SIGNATURB:

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.
RAILROADS.- Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
WATER:
State Line
Water Manhole
ow
Standard Gauge
Hedge
Line
CsX
TRANSPORTATION
Water Meter
CD
RR Signal Milepost
M,LEPOr 55
Woods Line
-r°-r°-r°-r°
Township Line
Switch -
0
Orchard
€� {� {� �
Water Valve
City Line
SWITCH
Water Hydrant
}J
RR Abandoned —
— — —
Vineyard
eya d
Reservation Line
WG Water Line LOS B (S.U.E*)
- - - -w- - - -
RR Dismantled
EXISTING STRUCTURES.
Property Li
P Yne
WG Water Line LOS C (S.U.E* )
Existing Iron Pin
TIP
MAJOR:
WG Water Line LOS D (S.U.E*)
Com uted Property Corner
P P Y
�`
RIGHT OF WAY & PROJECT CONTROL:
Bridge, Tunnel or Box Culvert
UNE
Above Ground Water Line
A/C Water
Property Monument
ElSecondary
ECM
Horiz and Vert Control Point
Bridge Wing Wall, Head Wall and End Wall
- IINI WW
Parcel/Sequence Number
0Primary
Horiz Control Point
MINOR:
TV.
TV Pedestal
❑
Existing Fence Line
-X X
X-
Primary Horiz and Vert Control Point
Head and End Wall
oNc "A
TV Towe
Proposed Woven Wire Fence
e
Exist Permanent Easment Pin anr
Ed Cap
Pipe Culvert
New Permanent Easement Pin and Ca P
O
Footbridge
>----------<
LJ/G TV Cable Hand Hole
O
"
Proposed Chain Link Fence
e
U/G TV Cable LOS B (S.U.E.*)
- - - -TV- - - -
Proposed Barbed Wire Fence
Vertical Benchmark
Drainage Box: Catch Basin, DI or JB
❑NB
U/G TV Cable LOS C (S.U.E.* )
- -TV- -
�
Existing Wetland Boundary
- - - ---
- - -
Existing Right of Way Marker
0
Paved Ditch Gutter
—TV-
Existing Right of Way Line
Storm Sewer Manhole
OO
U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary
w�a
R
U/G Fiber Optic Cable LOS B (S.U.E.*)
- - - -TV FO- - -
Existing Endangered Animal Boundary
a
New Rig Way Right of Wa Li
Storm Sewer
*
U/G Fiber Optic Cable LOS C (S.U.E.)
- -TV FO-
Existing Endangered Plant Boundary
a
New Right of Way Line with Pin and Cap
R
�
� UTILITIES:
U/G Fiber Optic Cable LOS D (S.U.E.*)
FO
Existing Historic Property Boundary
a
New Right of Way Line with
POWER:
GAS:
Known Contamination Area: Soil
- � S
�
Concrete or Granite WW Marker
Existing Power Pole
y
Potential Contamination Area: Soil
- � s
�
New Control of Access Line with
Concrete C/A Marker
�W
Proposed Power Pole
b
Gas Valve
Gas Meter
0
Known Contamination Area: Water
w
Existing Control of Access
c/,
Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.*)
Potential Contamination Area: Water
-�W�?,
New Control of Access
'A'
�
Proposed Joint Use Pole
�
U/G Gas Line LOS C (S.U.E.* )
Contaminated Site: Known or Potential
ExistingEasement Line
E
Power Manhole
U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE:
New Temporary Construction Easement -
e
Power Line Tower
❑
Above Ground Gas Line
Atc Ge
Gas Pump Vent or U/G Tank Cap
o
New Temporary Drainage Easement
roe
Power Transformer
U
5
New Permanent Drainage Easement
PDE
U/G Power Cable Hand Hole
SANITARY SEWER:
Sign
°
New Permanent Drainage /Utility Easement
DUE
H-Frame Pole
Sanitary Sewer Manhole
0
Well
Small Mine
New Permanent Utility Easement
Eue
U/G Power Line LOS B (S.U.E.*)
- - - -P- - - -
Sanitary Sewer Cleanout
Foundation
New Temporary Utility Easement
rue
U/G Power Line LOS C (S.U.E.*)
--p--
U/G Sanitary Sewer Line
S,,Itery
Area Outline
0
New Aerial Utility Easement
AUe
U/G Power Line LOS D (S.U.E.*)
Above Ground Sanitary Sewer
A'G sewer
'
Cemetery
0
SS Forced Main Line LOS B (S.U.E.)
- - - -,s- - - -
ROADS AND RELATED FEATURES.
TELEPHONE:
SS Forced Main Line LOS C (S.U.E.*)
- -FSF- -
Building
School
�
Existing Telephone Pole
f
SS Forced Main Line LOS D (S.U.E.*)
s
Existing Edge of Pavement
Church
Proposed Telephone Pole
Existing Curb
Telephone Manhole
(DDam
MISCELLANEOUS:
Proposed Slope Stakes Cut - -
- C - -
Telephone Pedestal
❑
Utility Pole
•
HYDROLOGY.'
Proposed Slope Stakes Fill - -
F
- - - -
Telephone Cell Tower
Utility Pole with Base
❑
Stream or Body of Water
Proposed Curb Ramp
cR
U/G Telephone Cable Hand Hole
""
Utility Located Object
o
Hydro, Pool or Reservoir
�
�
J
Existing Metal Guardrail
Utility Traffic Signal Box
❑s
Jurisdictional Stream
U/G Telephone Cable LOS B (S.U.E.*)
- - - - - - - -
Buffer Zone 1
�s
BZ
Proposed Guardrail �
� �
�
U/G Telephone Cable LOS C (S.U.E.*)
- - - -
Utility Unknown U/G Line LOS B (S.U.E.*)
�0,�
Buffer Zone 2
BZ z
Existing Cable Guiderail
U/G Telephone Cable LOS D (S.U.E.*)
F
U/G Tank; Water, Gas, Oil
0
Flow Arrow
Proposed Cable Guiderail
U/G Telephone Conduit LOS B (S.U.E.*)
- - - -r"- - - -
Underground Storage Tank, Approx. Loc. —
Disappearing Stream
�--
--
Equality Symbol
U/G Telephone Conduit LOS C (S.U.E. *)
--F"-
Tank; Water, as, Oil
A/G TWtG
0
Spring
o� - �___-�
Pavement Removal
U/G Telephone Conduit LOS D (S.U.E.*)
-��
Geoenvironmental Boring
Wetland
VEGETATION-
U/G Fiber Optics Cable LOS B (S.U.E.*)
- - - -F FO- - -
U/G Test Hole LOS A (S.U.E.*)
m
Proposed Lateral, Tail, Head Ditch
p
Single Tree
U/G Fiber Optics Cable LOS C (S.U.E. *)
-F TO _
Abandoned According to Utility Records
AATUR
False Sum p
�
Single Shrub
°
U/G Fiber Optics Cable LOS D (S.U.E.*)
. TO
Ed f Information
no
E.O.I.

PROJECT REFERENCE NO. SHEET NO.
R-4707
4
-RPB-
CURVE DATA RW SHEET NO.
Pl Sto 22
ROADWAY DESIGN HYDRAULICS
Pl Sto 16+63.54 ENGINEER ENGINEER
N N
0 = 3*0606' 34.5° (LT) 0 = 3° 06' 34.5° fRTJ
D = 0° 42' 10.9°
D = 0° 42' 10.9' p1�
—E PER—NT UTILITY EASEMENT I
OB 6613 PG 550 1 . \
L = 442.32'
T = 221.22'
L = 442.32'
T = 221.22'
S°9
R = 8✓50.00'
e= NC
R = 8✓50.00' �p0
e= NC
X. IIr
XO O _ ______ \
� EI
(D 0
'�+�
O
I\ _ -
DOCUMENT NOT CONSIDERED
I m
FINAL
.. -. Nz4°sa
UNLESS ALL SIGNATURES COMPLETED
j
234.4G
COMPANY,LLCDB 7803 PG 1678DALY
O 111 E HaryDALYMANAGEMENT
MANAGEMENT COMPANY.LLC Mead�Flunt Raleigh, North Carolina 27601
919-714-86701m dhunteomBEGIN
ILI
TIP PROJECT R-4707 h 1
PB 167 PG 43
% OB 7803 PG 1678
PB 41 PG 20 _ _ _ _ _ _ _ _ _ \ - \ NC ense No. F-1235
„
—L— STA. 20 f 00,00 23
\
RPB- PRC Sta 14+42.32
MLCHAEI DALE Af D 1 p 1 u
KIMMBERLY B. LOF IS {;3 "y
Q W
o 40
m a w000s
DB 4901PG 1218 w 1 13
s,1 coNc 4 a
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-RPB- PC Sto. 10+00.00 (39DO'LT)
I o 4
022
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/ JB 408
F _ 3r P-1�1 -. s
W
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- - - -c- -
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- - _ - - - -- c- -PL - - - - BSr +94.5 +I 5 CAT- ^ H
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BEGIN GRADE �
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---------RETAINNyo40'
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WITH PLOWABLE FILL REMOVE D1 -o I8'RCP40S—
2GI 24° S"R -
IJ
P...r.,
J
*
WOODS G
L STA, 2/ 50,00 S� 3 \S GRADE CUT DITCH
.. TO DRAIN °� �Ec+
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CITY OF GREENSBORO E11 20 Blow I
_ _ '
-
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w ----------------------
` ➢ - - C - - - - - - - - - - - - - - - - 415 m 4 - 1 -
- - _ -w W e'DI _--__- r 24 P-IV �,1 °
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GUILFORD COUNTY q 24 El \
THE GREATER STEPPING STONE _y_ ._ -_ ° \ 'f?pt7
CHURCH NONDENOMINATIONAL \ — _ __
LE IS H. AND
DB 5036 PG 1610LEWIS \
3 SPECIAL CUT DITCH
USE DETAIL 'SCDH2'
24^C&cj
_ _ ��
37
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—_— �/ FSH PROP IES, LLC
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MH t � � MH \ \ \ � \
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PB 32 PG 55 `v9. SHIRLEY R. EAST
DB 3127 PC 105
2T BST
DB 548PG 1369
PB �§7 PG 78
_ _ 30'RCP 4 �, mTz° \ ae GIN FULL UA
- - _ _ = MM $ o �0, iS \ \ T\ B IN WOVEN
MOTs
Q
N
0---- pT---
24'C&G
0 p GP PB 186 PG 41
LT
\ DI I
LT
❑
AOa\\P RE FENCE
r
}70.00'RT
�4 C8G J� T \MCP
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_ 60.0 � X G O\Q 110 . � � � 25BK
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8 EIP _ BEGIN WOVEN O / I
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+125.0 -L- ILLIE HILLIARD I /
MI HAEL DALE A D
CC
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CNPY�TLT � - 31 A HERNA
/ T7 ITR
33 PG 2 811 �
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5s A—
LTO/PB N
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— — — — — — —
N OHENRY BLVD I r
-------------- — — — 24 BST — — — ----�--- W W
\\
MTL \ �O Qss`"
CANOPY
\ \ I LT
/ II L
`�'1�r epvc ✓ BWASON P PERTIES, - - -
\� CPi NG / \y'S n wDB 6111 PG 101 I
/ 24iR �.� Nay° 'y B 20 PG 64 O ISBLKD f,M
-- __----- -- ---- coNC---------
--- _Z W8'PV�
ss
�/� STEyEN �yAYNE ANm
_- / MARGARE7 EVELYN .
J N
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% ETZ FOR -RPB- PROFILE, SEE SHEET l8
MMBR4913
__
-------- — —__
=
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--------- ----------
2'n
oo PG 64
24'BST--
—_ _--_
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"F,r B cB '
y20
\Zy
JANICE T. DAVIS �'' FOR -L- SB PROFILE, SEE SHEET /0
6'
N OHENRY BLVD
-------_--__-- __ �-- — _____
-. - r -� - r -�
''�\MTL
— --
- r -,. -� -
U�
a
DBPB520 PG 64PG 5 FOR -L- NB PROFILE,SEE SHEET /0
f
-BL- 11
MTL
FOR LEFTOVER DETAIL,SEE SHEET 2B-1

0' PROJECT REFERENCE NO. SHEET NO.
O,
R-4707 5
-L- CURVE DATA -LSBI- CURVE DATA -RPB- CURVE DATA -RPC- CURVE DATA RAN SHEET No.
ROADWAY DESIGN HYDRAULICS
Pl Sto 52+64.99 PI Sta 47+72.06 PI Sto 16+63.54 Pls Sto 26+74.65 PI Sto 28+6083 Pls Sto 10+90.00 Pl Sto 12+39.90 ENGINEER ENGINEER
A = 3' 42' 45.0" (LT) A = i 15' 00.6" (LTl A = 3° 06' 34.5" (RT) Gs = 1'50' 29.9" A = 7' 4/' 326" (LT) Gs = 1'36' 412 A = 5' 09 20.0" (RT)
D = 0' l5' 00.0" D = l 15' 00.7" D = 0° 42' 10.9" Ls = 135.00' D = 2° 43' 42J" Ls = 135.00, D = 2° 23' 14.4"
L = 1,485.00' L = 499.65' L = 442.32' LT = 90.00' L = 281.94' LT = 90.00' L = 209.67' 8'>n
T = 742.76' T = 249.83' T = 221.22' ST = 45.00' T = 14/J8' ST = 45.00' T = 10490'
R = 22,918.31' R = 22,899.31' R = 8✓50.09 INC = 45' R = 2,100.00' INC = 45' R = 2,400.00' �pO
e= NC e= NC e= NC e= 0.05 e= 0.05
ISMTL
k (\ GREENHODSE / �k313 / \�,ND DOCUMENT NOT CONSIDERED FINAL
ISBKBDS UNLESS ALL SIGNATURES COMPLETED
'
LTA `k BST MH .Raleigh, NOM Camima 276010
k\ kl \\ II \o / / 4`\ O / \ //�� Mead&Hunt 919-]i4-BB]0l meadhunfcom
G 10'CONC W \\� ISBKBUS �NO Liceae No. F-1235 50 \ _ �, STATE OF NORTH CAROLINA
POSSIBLE JB DB 2662 PG 159
M k�OLT j \\ nP+ 01 �P,f / /\0� WOODS GR �AAP,"
ISBKBus O ll T"' ZSc// �i&•R<�//�WOODS , DI I \ // \ +e' aDl9GlEDl
END SBO f ----� mo w\ I >> \\ ° DI p ti \e\ T ❑ ) / ..
-RPB- STA.18+75.00 / esr �� \\°�q - OG \ i DI + / ®� \�_�� �/ N // USE L5.1 SLOPES
` \\ 11 ++15.00 -L-\\� - <\ �o �� / /// -RPB- STA. 29+00 - 29+50
-RPB- PT Sto. 18+84.64 l . +85.00 -L- / STANDARD V-DITCH RIP RAP Da% " 170.00: LT \ q. / _ `
170.00' LT \\ UUSEB ETAIL�PSVDR2' �\� \\ \\\ hI 190.00' LT +45.00 -L- \\\ ,SJ"// _ `� / DO NOT DISTURB TRANSFORMER
CL RIP 190.00' LT / /
67, 2� CLASS B RIP RAP EST. 27 TONS DI115.0
EST.5 TONS )S '+60.00 -L- WOODS I EST. 59 SY GEOTEXTILE \ F, I I 22 WOODS -RPB- SC Sta. Z7+19.64 \ +800'LT RP 72500T RPB-
Z 1, EST. 14 SY GEOTEXTILE 140.00' LT `-----� \ �p�Dl STANDARD V-DITCH I _ _ w000s _ _ _ P •q� O X
6 USE DETAIL'SV1' w F �
+70.00 L
IS E .. .. 8 D -RPB- TS Sto. 25+84b4� _ - _ k�ese J 0 140 00• Lr ST61!
W _ ^O/� RETAIN E --- "--_-----_-- SEEM .O/ Sek 6 LLJ
_ -�/ 4V USE DETAIL'M' \ 600 LANE DROP TAPER �� q REMOVE --- +2 -L-
LLJ , GRADE AREA 9'Bsr / W
TO ELEV. 772 --- - - - - - - ---- --- _ - -
Z 501
140.00' LT_
Ln _ _ �+ T 010 6 _ - - 2GI - _ _ - - C _ - N
_ _ F 18" RCP IV - - EIP END CONC. BARRIER
F - - - F_ - 507 _ - - - - _ _ C, WOODS 1
LLJ 0ti, _ 512 24" RCP -III CLASS B RIP RAP F TERAL V-DITCH BEGIN EXPRESSWAY GUTTER - - _ -L- STA 46+40,00 529 GI _ ===
Z LL.1 30" RCP-11 WOODS 510 511 1 EST.5 TONS USE DETAIL ITCH -RPB- STA 23+75.00 1B �WMH LLJ
C/ (.n 6,�1 2GI .. TL 13 EST. 14 SY GEOTEXTILE 520 15 RCP -IV Sly 2GI 12, PS
ti N "RCP -III N
2GI 15"RGP-IV 2GI 14' PS 07 LAR _______ _________________________
C CLAR AR EXT6N6RF18BND 100 1=1
o M o 0
GAl A
Q r i _r i _r _ i _r i _7 _ i 7 MTL EGIN ONC. RRIE - - -. .. .. .- _ .. IA -MASH Q
O - - - - - - - - - - - --- -------------- 518 TB 2GI------------ -- - - - ____ 528 _ -- 15" RCP -IV Q
o � RETAIN °' __ o SO' INC. OHENRY BLVD o �� Q
Oo DI 503 506 DI 24'BST R RETAIN N- 0 0 0
O T -- -- -- --- -REMO E 515 � � 19 C OLLAR AND EXTEND - Adj. 2GI 52 � _ _ RETAIN IB'RCP
M - _ •, _
-_- 15" RCP -IV _--- 2GI 18" RCP -IV_ % 8� [4.9° F 2GI--_-15" RCP -IV- GONG --------_- _
(`7 No DI 530 DI 504 ---- 531 / 505
516 DI RETAIN 517 N ---- --- ----- --
O 15" RCP -IV 15" RCP-I� / 36'BSr
-------------
m o
N R JB vrMH / F RETAIN�TERAL V-DITCH RE OVE 5'+/- 14B SPECIAL CUT DITCH COLLAR AND EXTEND N
O LATERAL V-DITCH / LATERAL V-DITCH EXI TING RCP COLLAR AND EXTEND 80' INC. 26
502 USE DETAIL 'LVl' ��IC REMOVE 9'+/- / T
J F USE DETAIL 'LVI' REMOVE 13'+/- 24' RCP -IV _ F _ _ _ - - - _ - - _ - - USE DETAIL 'L . - - - - F ' REMOVE DI C�IiF` USE DETAIL 'SCDH2' 15" RCP-11+ DI AP R J
- - _ _ \ I - _ _ \ REMOVE FS GREU TL-3 CAT-1 81/
- - _ _ - --REh10VE DI _ _ _ 514 ' - - - - - - - - - - - - - - - - 2GI - TAPER
Q Lu C B L - 15 4GI TYPED C 526 C LLJ
- - - - - - 3GI TYPE D REMOVE 15'+/-
Z _ c C- --_ - - c--_ 508 - __---G------- 1. G--- - - - - -- c--------------c ------------c-------------c-- 6'STL - L
o J so E E E z \ 6 sn s 4- 5 - ----- - ---- - J
-L- POT Sto.40+00.00= 50O' MEDIAN TAPER RT 25 00' RT+54.35 L U
U - +30.0, -L- \ PUE -�
125.00' RT -LNBI- POT Sta. 40+00.00 (15.00' RTl
+os.00 -L- ,3s.00 RT -L- POT Sto.45+00.00 = +125.00' RT Q
125.00' RT
O -LNBI- POT Sto. 45+00.06 (23.00 RT) +40.00 -L-
125.00' RT
� 135.00' RT Q s
m9 �4e p9q €3 5 -L- PC Sto.45+22.23 = �S
-RPCSC Sto. 11+35.00 564
? p C -LSBI- PC Sto. 45+22.23 U5.00' LTl
9 9. DELTA PHOENIX, INC.
-RPC- ST Sto. IO+00.00 (47.00 RTI
c~n h �^. DB 7309 PG 2280 j'
w000s sPB 115 PG 18
W z,
o \l DAN L. AND
1 FIR DA A. \.
W SOUTHER
ct: >5 DB 4636 P-------_-- p
c+ DI PB 20 64 S FLAG POLE
Qc
WOODS I
JEFFERY A I III
1i RENDA HE BI `
4841 PG 520
11� eti �1 P 2 PG 64 I L----- ---�- 56
C gull Ell
Duo \\ l pT51 ❑LT_
ISFD l ,ram
10' CONC_
-p c 1.5' BK WALL
14' BK WALL�� Q
A CONC y4.'' JOHN JR. AND NOT " " m DI
N 1 00' LATONYA AMBELL s FouND OMH
48 g 7PC
PB 205PC 6485
FOR -L- SB PROFILE,SEE SHEET 11
EIP a SFD ooyy D seKeus FOR -L- NB PROFILE,SEE SHEET 11
FOR -RFC- PROFILE,SEE SHEET 20
DONNIE LEE MCDANIEL
FOR LEFTOVER DETAIL,SEE SHEET 2B-1
DB 7301 PG 2734 �' d \ \ 0 1' GR
aria c ?9-°F PB 20 PG 64 ,s.°' ��'/ F �_
0'0 FOR -RPB- PROFILE, SEE SHEETS l8 & 19
NET

TRAFFIC VOLUME DATA
9,200
REEDY FORK
13,000
PARKWAY
5,400
2,800
40,200
7,600
3,800 35,000
49,000
39,800
US 29
3,000
US29
400
6,400
1,000
2020 AADT
4,400
REEDY FORK
9,000
1 PARKWAY
2040 AADT
O
PROJECT REFERENCE NO.
I SHEET NO.
-Y4- CURVE DATA
-YI- CURVE DATA
��y° b
-YIA- CURVE DATA
H-4707
6
P1 Sto 13+74.94
PI Sto 20+29.91
P1 Sto 31+54.91
RW SHEET NO.
= 52.40' 40.7" (RT)
L = 6P 4Y 51.8" (LT)
�c�ry��
�3ygP'gZ \ +�
p = 98' 00' 00.0" (LT)
ROADWAY DESIGN
HYDRAULICS
D = 28' 38' 52.4"
D = 7' 09' 43J"
t�4� rPs
D = 114" 35' 29.6"
ENGINEER
ENGINEER
L = 183.88'
L = 861.46'
`' \ 2 ,- PT 4+,
L = 85.52'' ��
T = 99.02'
T = 477.82'
" T = 57.52'�,(1
R= 200.00'
R= 800.00' 0 p0
F
R= 50.00' �p
e = 0.02 3Ak0
r
F 4'PS \�
e = 0.02 7 �'
SIP,\
c
i
\
\
\
\
O,
\�
7
-sae PT rsla 6�+M2 f 300'RT1 �
I: -Y- PC Sla 344363 -
-Y M. l2 1 Gi
1
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Ey up.i. 'i,Mw. :.zw . fiviuo n .. i
BY 32 -
St, 34.25D0 - fJ I
- ro, -
\ �-� n POT sra 3/+5ppp =
\ v. �`� F -Y/ PoT Sra 32. 2
G
\ "
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
111 E. Hargett Sheet SO,, 300
Raleigh, North Carolina 27601
:
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0' PROJECT REFERENCE NO. SHEET NO.
0,
R-4707 7
PW SHEET NO.
/T --- - - - ROADWAY RSIGN H NEERS EENGIN E
GR
-YI- POT Sto. 38+14.5/ E/ MTL \
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ca PLACE ON EXIST. UA �� ' —R A � POT Sto. 10+00.00 (47.00' LT) I o�D - REEDY FORK ASSOCIATES LLC 111 E Haryett Street, Suite 300
THE JOHN MARTIN JENKINS JR. AND Raleigh, North Carolina 27601
05�00'RT PA- o�� / /( / ( DB 5001 PC 1195 Mead&Hunt 919-714-85701 meadhontcom
m CAROLYN SUTPHIN JENKINS REVOCABLE TRUST N REFER TO 'BOUNDARY SURVEY OF REEDY FORK NC License No. F-1235
GR DB T162 PC 777
PB 102 PG 145 RANCH' DATED APRIL 3, 2000 AS PREPARED BY
Si I EVANS ENGINEERING INCORPORATED (NOT RECORDED)
R4P / (( �\ �\ —L— POT Sta.85+00.00 =
" o, \�_ J —L582— POT Sta. 85+00.06 (15.00' LT)
T \ / WOODS
WOODS \` ✓l -L- POT StG.80++0 -.m�
N ' \ _ —LSB2— POT Sta. 80+00.00 (23.00 LT) "I
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-L- STA.81+05.00
O �� \ w - - _ _ \ END WOVEN 9� I I TIE GR TO
W i \ \ �i,� •• WIRE FENCE
\ a�� ^�- , _ +83.29 -L- F� CON 1 +81.95
w 710 JB vNMH �� i TIE TO EXIST. 13L28' EXISTING
2 18" 20TC6 GR m .. . .
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O W 150.33' RT p +91 00 -L- LATERAL V-DITCH v RIP RAP END FULL C/A
F- U Q +25.25 145.00'RT USE DETAIL'LVR2' END WOVEN
U +42.00 -RPD- Ni 125.01' CIL OQ 109.00, LT -ti ESTB701 TONS RIP RAP-L- POT St0.80+00.00 = 145.0 O�RTL +145�0'RT +✓8725NLE p / T 7
w +46.92 -L- EST. 224 SY GEOTEXTILE 155.00' RT 155.00' RT 125.00' RT END T Il PROJECT lq-4/ 07
z 148.67' RT -LNB2- POT Sto. 80+00.00 (23.00' RT) 125.00' RT
w a O -L- POT Sta.85+00.00 = -L- STA.90f25.00
Q -L- POT Sto.77+00.00 =
cr CITY of -RPD- ST Sto. 10+00.00 (47.00' RT) -LNB2- POT Sto. 85+00.06 (15.00' RT)
GREENSBORO
REAL ESTATE
o O DIVISION
? W DB 7371 PG 123
PB 182 PC 74
V) j w Al FORK, LLC
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W� PB 184 PG 57& 58
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a ACCESS
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a
r. 446.46' RT
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[Y —
+30.26 -L- ® - -I FOR -RPD- PROFILE,SEE SHEET 21
446.45' RT SWk
--- CB
FOR -L- SB PROFILE, SEE SHEETS 14 & 15
00
FOR -L- NB PROFILE,SEE SHEETS 14 & l5
0'0

D' PROJECT REFERENCE NO. SHEET NO.
0-
-DR2A- CURVE DATA -DR2B- CURVE DATA -DRI- CURVE DATA R-4707 8
II 11 m o'I -DR2B- POT Pl Sto 13+19.25 Pl Sto 15+41.81 Pl Sto 12+46.52 Pl Sto /3+66.68 Pl Sto 10+91.04 R1N SHEET No.
Sta. 10+00.00 I A = 80° 23' 48.6" (LT) A = 69° 32' 05.6" (RT) A = 100' 0/' 18,2" (LT) A = 21'02' I1.0" (RT) A = 36' 27' 35.0" (LT) r ROADWAY DESIGN HYDRAULICS
BEGIN CONSTRUCTION I -I o ro �N
� LT \P PPP D = 38' Il' 49.9" D = 28' 38' S2.4" D = 38' ll' 49.9" D = 28' 38' 52.4" D = 38' lI' 49.9° O ENGINEER ENGINEER
N L = 210.48' L = 242.70 L = 261.86' L = 73.43' L = 95.45' r3
-DR2B- ST [�,10+65.00 I m �o n N BOLLARD T = 126.75' T = 13884' T = 17883' T = 37.13' T = 49.40' 00
NOTED SAWCUT EXIST, -DR11A- PC °" T
' � I w 1 , Sto. I1+92.50 � +7s.Doas oo T R = 150.00' R = 200.00' R = 150.00' R = 200.00' R = I50.00' Q
PAVEMENT AND T1E "II �1 °' E E BEGIN CONSTRUCTION �� -Yl- CURVE DATA Z
PROPOSED PAVEMENT II m N PI Sto 14+26.48 PI Sto 20+29.9/
W I -DR2B- BRC O -DR2A- STA,1I +90,00
II z I I Sto. 10+6769 12 I A = 108° 45' 42.3" (RT) A = 6r 4/' 51.8" (LT) /
TO EXIST, ELEVATION \ +,S.DD _DR2A
\ +00.00 -DR2A- 110.00, L7 �� D = 22° 55' 05.9 D = T 09' 43J" / tioNo
5.00' -DR2B �LL(I KTIAE PRO
'A'CTER & GAMBLE \ so.00'Lr L = 474.56' L = 861.46' b 0
35.00' RT j III II \ -DR2 f.'c ` .�t�bD�4+0� •g8 T = 348.95' T = 477.82, I ° \ \ a'DI� DOCUMENT NOT CONSIDERED FINAL
\ MANUFACTURING COMPANY A'} c,
I m I I\ DB 3010 PG 943 \ \ E R = 250.00' R = 800.00' I`; \ UNLESS ALL SIGNATURES COMPLETED
\ I PB 162 PG 79-81 \ \ -DR2B PT Sto. I 02. I e = 0.02 e = 0.02 ; +oo bo -DRl- \ 111 E Haryett Street, Suite 300
uQm I \ \ \ \�F - ,- " %; a°.°D'Rl__� " Mead�Flunt Raleigh, NOM Camiea 27601
\ / 919-714-85701 m dhu t_
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\ \ E IH CUT B E .' ,U ;// a�.�4, �5'
DITCH voRIP rY/
+40.00 -DR2B-I - \\�\ \ \ PpP \ \ f`115E DETAIL 'SCB -DRl STA. 10+15B / `� +00.00 -DRP p
\\ R F CL 1 RIP RA �'
- - - - - 55.00' RT II M + \\v� \ EST. 128 TO WooDs
UNKNOWN SIZE &TYPE �cf41w' C � \ �G \ EST. 180 SY GEOTEXTIL ,C� / � PpJ O \ /•% \ / /
-- g//LARD \ \ V
BST fl` + \\ � +50.00 -DR2A-
CONC _ I �L+ \ � 70.00'
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2'CONC WALL m �� + \-�'yc'� USE DETAIL 'SCD3' 0'� �`^'\ O,
WITH 5' CHL `I'// \ '�_f +00.00 -DR2A- y / / ! \ / OSW
CONC iinivMnuini cnc c.Tyoc �� N \ l RIP ' _ A, \ 70.00'LT / DRl- POT Sto.10+00.00� DO NOT DISTURB
\ �\ J
MH J RETAIN R1G� C \ to I 0+75.00 500'RTDR1- C h5 DRl- PC Sto. 10+41.64 p b� L-r
TRAFFIC VOLUME DATA \ °LT SPECIAL CUT BASE \ ! / +80.00 OORLT BST o t ) �h> W A ER VALVE VAU
SPECIAL T DITCH DITCH wRIP RAP +0 \
% USE DETAIL 'SCBD2' kg \ / US CUT DITCH
\ USE DETAIL 'SCD3' CL B RIP RAP \ Z N US ETAIL 'SCDH3'
5,000 SUMMIT \ EST. 53 TONS 0 Z O_ S IAL CUT B E DITCH )) B RIP RAP / \�
\ EST. Ila SY GEOTEXTILE \ U DETAIL 'SCBD3' / @p� \
ST. 155 TONS GREENTREE, INC. /
01 \ Vie. I \ C 1 RIP RAP / / EST. 344 SY GEOTEXTILE DB 4096 PG
0 8,400 AVENUE p + Q \ o Es.k8ror4s r
CJ \�\ �A -DR2B- PR� Q \ \ E . 62 SY I l -DRI- PT Sto. 11+37.09 p� Mw
\ Sto. 13+29°55 oO G 17IEXI" I M / / o +ao.00 -n-\ \
\ O -DR2A- PT \ +30.00 -Yl- I 41 l \ +40.83 -DRI- S 05.00' LT
\ L� \ l IFO 0' LT f / 4, \ 45.00 LT O" / UP
\ PIP PPP Sto. 16+45.70 01 { I / N o k �
O l `� -Yl- POC Sto. 16+00.00 =
\ Yl- POC Sto.14+25.00 = 1 PUE'
z 1,600 3,400 + \ 02 C P -DRI- POT Sto.13+65.95 / PUE ��y \
o 7,400 2,400 6,000 9,200 \ -DR2A- POT Sfa. 17+58.96 - / n f y
+ 0 -Yl- BLOW oo \Y
\ +b 00 -n- TAIN +50.00 -Y1- �ti q
w a 9,400 13,000 (� os PUE GPS B5354-I 65.98'LT END \o
+ss.00
SUMMIT REEDY FORK zos.00'LT �h \ p C
STANDARD V-DITCH \ O /
LLJ AVENUE PARKWAY USE DETAIL'SV2' \ 1 A 1 Q \C H
+00.00 -Yl_ - - -
Q REMOVE AND rn °2 _ 9o.oa Lr C �\ C IN F / O
RESET FENCE R 1- \ \ `� 30 RCP 1p 4GI -24' 35.00 -n-
O O +o _ 823 a /
N 222.50'Lr
? 2020 AADT DIXIE SALES TIE FENCE R \ ° o - 2G1
° DRIVEWAY TO EXISTING
2040 AADT & RIP RAP
W+13.50 -Y1- IP R P
125.00' LT G Cp7` N ' - - _ _ _ ? 835 p / ' // D EXTEND "M% ,p826
O I I I / A W S MTL RIP RAP
THE PRO TER & GAMBLE I , `=1 cANapY �� Qe x�„ 801 _y_ REMOVE F
O MANUFACTURING COMPANY I =1 ap I m 26+17.63
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I OB 3010 PC 943=-=-- ACE EASEMENT AND anon se _�
\ PB 162 PG 79-81 SPECIA CUT DI CH 6
Q An USE TAIL 'S D2' X I LT p AND AeafNO DRr t�ENil6 o / .-
h T / �I PE IAL CU DITCH
ti Q ISMTLBUS LI ISMTLBUS Q� I `am \ \ "lY$E ETAIL SCD3' C
Q W SECURE FACILITY 12 ISMTLBUS 'pe / I w IBO ARD 9 LATE L D7CH / - - t /� STANDARD BASE
N RETAIN MTL I ,,PP,, I LASS B R�,RAp WOODS USE ET ' VS' S �' DITCH vuRIP RAP Q
O j DO NOT DISTURB CAN Pr 7c,.5 EST. 5 TO P CLASS I RIP RAP i p P USE DETAIL 'SBDR: C
I� W a BOLLA I I EST. g,PSF / P �AN A V- T H EST. 15 TONS SQD AL Cu BEYOND PROPOSED nr�, R7 JAIL A
Q `•::s II GR I GEOTEXTILE/ "�I �'P EST. 30 SY GEOTEXTILE / ,� JCL I SE DET S EST. 37 TONS
W 3 RAW & EASEMENTS \ l 1 T BAS USE AIL 'S . Rl' �P) 0 C
I/1 es�. DI 0 CGNC'BST IT wAtl / B RI LATERAL BASE 0°j 0 1 3 TAPER 828
9'/ ST � EST. 82 SY GEOTEXTILE O
24'CPP ---� I I E7 / E . 60 7 NS DITCH veRIP RAP p,Pe O -k5'f 110 IGO F �H, Q
/ . 1 2 SY 7 USE DETAIL 'L 4' �P M - - - _ - - - - - _
h/ Dr DI CONC I A OTEXTILE + EST. 231 SY REMOVE ` - / Of 1
� Q \ a S XTILE CL a RIP - + 1. -Y- - C 36" RCP -IV -= T
BEGIN CONSTRUCTION - - +e4so -v- ! 90• plToL7_
_ ®dpq
3 Q 107.50' LT 6e� 12
I � / O C sA6 �PP �kA C
ti - - 4'DIP--�---- J I / BBEGIN WO EN EST � CiNS --Ca- - P�1V SO
OZ Y STA, 2/+00.00 = DI WIOROE FE CE N°0GE EET.�LE T RAIN C" - - Is ss \_ - 1 29 0 '
o L -Y- POT Sto. 24+7., l = I I I $$I \ Q
z - -Yl- POT S�.g. l 00.00 I Esriz TONS
x o O TIE FENCE oe Y4- ,pOT Sib. 10+00.0�3 I I EST. 7 SY aoa _ to Lu
g N TO EXISTING e 43 R / m GrPCxrILE / - < - - �► M
O O s +87.50
77.50 LT _
j +00.00 -Y- 4+43.83Ld
60.00'ct:LT R 40.00' Qc 40.00' LT W
3 Qc 8'OIP 55 X8' CHL/BW y, - _ - - _ - _ A _ _ _ _ _
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Cp7 , C F CCAEST. 15I RN RAP` 833 T
+ + F EST.3 TONS
____ _ lSl +61.96 _Y- C EST. 30 SY GEOTEXTILE�- F
-BY- 30 -
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00 _Y_
IL-
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HAS N I STAL D
150'
-Y- _Y- 100
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m T= T . - -ate _ 4 - - _ - 607 89.53' 104.60'
ItEM I m X BEGIN FULL C/A I C. F PSH �-
a - I IINACCE5S18 F ESE n\ F / �.% BEGIN WOVENO 50 _y_ Y s�T5solioNSAP \-Y- PRC Sto. 3/+6/.96
+60.00 -Y- +43.00 -Y- WIRE FENCE O + 3.8
-Y- POT Sto. 20+00.00 O +00.00 -Y- 40.00' RT s I /F
11 MTL 0 100.00' RT +00.00 -Y- 3.01' 27+37.55 EST. 39 SY GE LE 7.
40.00, RT C NC 100.00' RT 17,55'
\ 50.00,Rr- _ +75.64-Y- n I I R O -Y- CURVE DATA * PROPOSED TRAFFIC SIGNAL
SUMMIT DISTRIBUTION. LLC MH 50.00' RT oo w 6 PI Sto 28+3/50 PI Sto 34+9/.35
° DB 7828 PC 895 le^PCP _ +23.33 W I
\� \ PB 88 PG 6 _ = o II 40.34' �I -Yl- PC Sto. 10+77.53 A = 7' 54' 05.4" (LT) A = 36' 27' 48.1" (RT)
FOR -Y- PROFILE, SEE SHEET l6
BST O 1 _ = _ - +89.54-Ya- �F o/ F1 REEDY FORK ASSOCIATES LLC D = PlI'37.2" D = 5°43'465" FOR -Yl- PROFILE.SEE SHEET 22
0 0 l DI o - �� 40.88' RT -Y- PC Sto. 25+00.00 DB 5001 PG 1195
REFER TO THE UNRECORDED 'PRELIMINARY BOUNDARY L = 66/.96' L 636.4Y =
MATC H LI N E SURVEY FOR STARMOUNT COMPANY' DATED MAY 29. T = 331.501 T = 329.40' FOR -DRI- PROFILE, SEE SHEET 23
a'C 2000 AND REVISED JANUARY 2.2014 AS PREPARED BY R = 4,800.00, R = 1,000.00'
-Y4- STA. + Z S.00 EVANS ENGINEERING. INC. e = NC e = NC
o FOR INTERSECTION DETAIL,SEE SHEET 28-3
SEE INSET ON SHEET 6
FOR -Y4-,-DR2A- & DR2B- PROFILES,SEE SHEET 24

O' PROJECT REFERENCE NO. SHEET NO.
O,
R-4707 9
RhV SHEET NO
A �s�
S 'I
yr
PI Sto 10+33.66
-Y2- CURVE DATA
PI Sto /3+21.66
PI Sto 19+16.32
1 ACC/ DEDI
To rHE a of cR BORE
A = 4° 54' 06.8" (LT)
A = 64 54' 25.0" (LT)
A = 98° 07' 07.4" (RT )
y, P D PGP- D OPEN SPACE
D = % 17' 06J"
L = 6729'
D = 14° 19' 262"
L = 453.14'
D = 28° 38' 52.4°
L = 342.50'
N
sr
T = 33.66'
T = 254.37'
T = 230.56'
j
-Y2- PC Sta. 10+00.00
R = 786.49'
R = 400.09
R = 200.00'
�\
e = EXISTING
e = 0.04
e = 0.04
BEGIN CONSTRUCTION
\
-Y2- STA,10150,00
-Y- CURVE DATA
-Y2- PCC Sto.10+6729
PI Sto 51+3255
PI Sto 57+06.40
\ \ \\ \
A = 9' l0' 26.7° (RT)
D = i 37.2°
A = 22' 32' 57.8° (LT)
D =
11'
L = 7685'
5' 59' 58.4°
L = 37585'
T= 385J1'
T= 190.39'
z
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R = 4,800.00'
R = 955.00'
w
+64.45 -Y2-
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\
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+ 4.18 -Y2- 90.00,LT
65.66' L
jr +33.76 -Y2- + 82 -Y2-
'p 11100,LT +2042 -Y2- -Y2- PC St 16+8576
Z
ROADWAY DESIGN
HYDRAULICS
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ENGINEER
ENGINEER
cp
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Mead&Flunt
11fEh,Aloa CamflSuifeSo'
Raleigh, North Carolina 27501
com
919-]14-.-
NC License No. F-1235
N.. F-1 3
k2 \ ) tJ 59.29LT 111.00' LT G. +85.76 -Y2-
W 111.00, LT
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PUE PUE PUE 14 /
P N\ F\ K I2 \\ G \ \ _ _ R pUE O
AF REEDY FORK COMMERCIAL, LLCDB
5 PC 292
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W W \ 125.00 LT \ \ CLASS B RIP RAP
g (n \ F EST.5 TONS - \\ \ 21 OA p3 \�BMII Y_ STA. 58 80°00
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WI O 0 TL-�WOODS+30.48 -Y-
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W N o > \ - .-6 \ \ \T F a 125.00 LT GQ� I _ 111.00' LT + 51.58' C I �i
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01
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