R2577ABC_IP_Package_01.27.2023

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 9
375 SILAS CREEK PARKWAY
WINSTON SALEM, 27127
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
375 SILAS CREEK PARKWAY
WINSTON SALEM, 27127

January 27, 2023
Eric Alsmeyer
U.S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[e-mail]

SUBJECT: Application for an Individual Section 404 and Section 401 Water
Quality Certification for the proposed widening of US 158 from the 4-
lane roadway north of I-40 in Forsyth County to US 220 in Guilford
County (TIP No. R-2577ABC), Divisions 7 and 9. Debit $570 from WBS
37405.1.1

Dear Mr. Alsmeyer,

The North Carolina Department of Transportation (NCDOT) proposes to improve US
158 (Reidsville Road) from the four-lane roadway north of US 421/I-40 Business in
Winston-Salem (Forsyth County) to US 220 (I-73) in Stokesdale (Guilford County) for a
total length of approximately 18.8 miles. The project proposes to widen the existing two-
lane, two-way roadway to a multi-lane, median-divided facility, including a new-location
section to bypass the existing US 158 alignment in Stokesdale. R-2577 is divided into
three sections labeled A, B and C.

This is an application for a phased project. Enclosed you will find the project map for
locations of all sections in this phased application. Please see the enclosed ENG 4345 for
all project sections. For sections going to LET within five years, see the attached North
Carolina Division of Mitigation Services (NCDMS) acceptance letter for R-2577A and
the attached Stream Mitigation Summary for that section. Please see the attached meeting
minutes for Concurrence Points 4B and 4C, State Stormwater Management Plans (SMP),
final permit drawings for section R-2577A, and final roadway design plans for R-2577A.

Also, attached are the preliminary impact maps for all sections in the preliminary design
stage (R-2577B & C). See Tables 1, 2, and 3 for summary of impacts. See Table 4 for
descriptions of section limits.

R-2577ABC Phased Individual Permit Page 2 of 18

Table 1. Summary of Water Resources Impacted
Section Design Stage Proposed Let Total # Wetlands Impacted Total # Streams
Impacted
R-2577A Final December 2023 2 7
R-2577B Preliminary Post Year 9 10
R-2577C Preliminary Post Year 13 13
Totals 24 30

Table 2. Summary of Wetland Impacts
Section Design Stage Wetland Impact Area (ac) Impacts Requiring
Mitigation (ac)
R-2577A Final 0.06 0.06
R-2577B Preliminary* 0.32 0.32
R-2577C Preliminary* 1.36 1.36
Total 1.74 1.72
*Preliminary impacts were determined by measuring 25’ outside of preliminary slope stake lines,
and all impacts are assumed to require mitigation.

Table 3. Summary of Stream Impacts
Section Design Stage Stream Impact
Length (lf) DWR USACE
Impacts
Requiring
Mitigation (lf)
R-2577A Final 1,633 331 1,633 1,192
R-2577B Preliminary* 2,210 146 2,210 2,210
R-2577C Preliminary* 4,179 850 4,179 4,179
Total 8,022 1,327 8,022 7,581
*Preliminary impacts were determined by measuring 25’ outside of preliminary slope stake lines,
and all impacts are assumed to require mitigation.

Purpose and Need:
The purpose of the project is to improve the traffic carrying capacity and level of service
(LOS) along US 158 within the project limits. The project is needed to correct existing
transportation deficiencies along this section of US 158 that cause additional travel
delays, increase the potential for accidents, and contribute to the inefficient operation of
motor vehicles.

Alternatives Considered:
Sections A and B were divided into a total of seven widening option segments. Three
widening options were considered for each segment: northern widening, southern
widening, and transitional “best-fit” widening. The alternatives examined by the Merger
Team are further detailed in the State EA-FONSI attached. The Merger Team, consisting
of federal, state, and local resource and permitting agency representatives, narrowed these
options down to a single, preferred widening option for each of the seven segments. In
Section C, six new-location alternatives and one improve-existing alternative were
originally considered in the vicinity of Stokesdale. Two of the new-location alternatives
were carried forward for detailed study. These bypass alternatives were Alternative 2, a
southern bypass of the Stokesdale town center, and Alternative 3, a northern bypass of
the Stokesdale town center

R-2577ABC Phased Individual Permit Page 3 of 18

NCDOT LEDPA/Selected Alternative:
NCDOT and the Merger Team concurred on the Least Environmentally Damaging
Practicable Alternative (LEDPA) as a combination of northern and transitional widening
options in Sections A and B. NCDOT and the Merger Team selected Alternative 3, the
northern bypass, for Section C.

Summary of Jurisdictional Impacts:
The preliminary proposed impacts for the overall project (TIP Nos. R-2577ABC) will be
approximately 1.72 acres of permanent wetland impacts and 7,822 linear feet of
permanent stream impacts. A total of the individual water resources impacted by each
section can be found in Table 1. Reference Tables 2 and 3 for a breakdown of impacts by
section.

The impacts reported in this Individual Permit Application for R-2577 Section A are
based on final design plans. The proposed impacts for the remaining project sections
were determined by offsetting preliminary slope stake lines outward 25 feet on both sides
of the alignment and counting impacts to all jurisdictional features within the resulting
area. As the final design is completed for each of the remaining sections, impacts will be
updated, and permit modification requests will be submitted, as necessary.

Summary of Utility Impacts:
There will be no impacts associated with utility relocations for R-2577A. For sections B
and C, the utility relocations will be determined during final design.

Summary of Mitigation:
The project has been designed to avoid and minimize impacts to jurisdictional areas
throughout the State Environmental Policy Act (SEPA) and design processes. However,
project impacts will necessitate compensatory mitigation for the unavoidable impacts.
Mitigation for R-2577A (final design) has been approved by the Division of Mitigation
Services (DMS) for impacts to wetlands and streams. Additional mitigation for stream
impacts for R-2577A has been debited from Brushy Mountain Mitigation Site and Little
Peters Creek Mitigation Site. See Tables 2 and 3 for a summary of impacts and Table 12
for a summary of proposed mitigation. These mitigable impacts include 7,381 linear feet
of permanent stream impact and 1.72 acres of permanent wetland impact. It has been
determined that onsite mitigation is not an option for this project. R-2577B and R-2577C
are due to let post year, therefore no mitigation is proposed for these sections at this time.

SEPA DOCUMENT STATUS

A State Environmental Assessment Finding of No Significant Impact (State EA-FONSI)
was approved for this project on December 13, 2018.

In compliance with the SEPA/404 Merger Process, Concurrence Point 4B and 4C were
reached for R-2577A on June 12, 2019, and November 20, 2019, respectively.

R-2577ABC Phased Individual Permit Page 4 of 18

PROJECT SCHEDULE

The project will be permitted in phases due to project size, funding and STIP schedule.
Table 4 describes the proposed project sections and phasing. Permit modification requests
will be submitted as the final design is completed for each of the remaining sections
according to the phasing dates provided in Table 4.
Table 4. Project Phasing for the Widening of US 158
Section Approximate Section Limits Approximate
Length (mi)
Construction
Letting
R-2577A Begins at Old Greensboro Road in Winston-
Salem and extends to Belews Creek Road
(SR 1965) in Forsyth County
5.6 March 2024
R-2577B Begins at Belews Creek Road (SR 1965) in
Forsyth County and extends to Anthony
Road (SR 2034) in Guilford County
7.1 Post Year
R-2577C Begins at Anthony Road (SR 2034) in
Guilford County and extends to the junction
of US 158 and US 220 (I-73) in Stokesdale,
including a new location bypass section of
existing US 158 through Stokesdale
6.1 Post Year

INDEPENDENT UTILITY

The subject project has characteristics of independent utility:

(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope,
(2) The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.

RESOURCE STATUS

Waters within the project area are located in the Cape Fear River Basin (HUC
03030002), Roanoke River Basin (HUC 03010103) and Yadkin River Basin (HUC
03040101). There are six (6) named streams (see Table 5 – Project Area Streams) and
their associated unnamed tributaries within the project limits. 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.

Jurisdictional Determination:
An updated Preliminary Jurisdictional Determination (PJD) was obtained from Nicole
Braspennickx (USACE) on November 26, 2018, for R-2577 - Sections A, B and C. John
Thomas (USACE) and Amy Euliss (NCDWR) attended the field visits on January 10,
2012 and February 1, 2012. Jurisdictional calls for an updated PJD for the R-2577 project
were obtained on November 26, 2018.

R-2577ABC Phased Individual Permit Page 5 of 18

303(d) Impaired Waters:
No streams are listed for turbidity or sediment on the North Carolina 2022 Final 303(d)
list of impaired waters.

Table 5. Project Area Streams
Stream Name Stream Index
Number Best Usage Class Description
Cape Fear River Basin HUC 03030002
Troublesome Creek 16-6-(0.3) WS-III, NSW
From source to
Rockingham County
SR 2423
Roanoke River Basin HUC 03010103
Kings Creek 22-27-8-3 B
From source to East
Belews Creek Arm
of Belews Lake
Belews Creek 22-27-(2) C
From Town of
Kernersville Water
Supply Dam to
Forsyth County SR
1966 Extension
Left Fork Belews
Creek 22-27-5 C From source to
Belews Creek
Yadkin River Basin HUC 03040101
Martin Mill Creek 12-94-12-3-1 WS-III From source to
Lowery Mill Creek
Lowery Mill Creek 12-94-12-3-(0.5) WS-III
From source to a
point 0.6 mile
upstream of mouth

IMPACTS TO WATERS OF THE U.S.

Tables 6, 7 and 8 summarize the impacts to jurisdictional water resources for the final
design of R-2577A. Site numbers correspond with the permit (hydraulic) drawings
included in this application. The stream and wetland numbers correspond to the NRTR. A
brief description of each impact site will follow the tables.

Table 6. R-2577A Wetland Impacts within the Yadkin Basin (03040101)
Permit
Site
Wetland
ID
Wetland
Size (ac)
Permanent
Fill in
Wetlands
(ac)
Excavation
Mechanized
Clearing
(ac)1
Impacts
Requiring
Mitigation1,2
5B WHP 0.09 0.02 <0.01 0.02 0.04
5C WHQ 0.02 0.02 -- -- 0.02
Total Impacts 0.04 <0.01 0.02 0.06
1 Impacts less than 0.005 are rounded down for totals 2Mitigation will be provided by DMS

R-2577ABC Phased Individual Permit Page 6 of 18

Table 7. R-2577A Stream Impacts within the Yadkin Basin (03040101)
Permit
Site
Stream
Name (P/I)*
Stream
ID Impact Type Permanent
Impact (lf)
Temporary
Impact (lf)
Impacts
Requiring
USACE
Mitigation
(lf)
Impacts
Requiring
NCDWR
Mitigation
(lf)
1A
UT to
Lowery Mill
Creek (P)
SFC Channel
Armoring 25 22 25 --
1B
UT to
Lowery Mill
Creek (P)
SFC Perm. Fill
(72” RCP) 84 -- 84 --
1C
UT to
Lowery Mill
Creek (P)
SFC Perm. Fill 58 -- 58 --
1D
UT to
Lowery Mill
Creek (P)
SFC Perm. Fill
(72” RCP) 77 -- 77 --
1E
UT to
Lowery Mill
Creek (P)
SFC Channel
Armoring 24 22 24 --
2A
UT to
Lowery Mill
Creek (P)
SFB Bank
Stabilization 13 14 -- --
2B
UT to
Lowery Mill
Creek (P)
SFB Channel
Armoring 20 -- 20 --
2C
UT to
Lowery Mill
Creek (P)
SFB
Perm Fill
(6’X6’
RCBC)
81 -- 81 --
2D
UT to
Lowery Mill
Creek (P)
SFB
Perm Fill
(6’X6’
RCBC)
86 -- 86 --
2E
UT to
Lowery Mill
Creek (P)
SFB Channel
Armoring 15 26 15 --
3A
UT to
Lowery Mill
Creek (I)
SFA Channel
Armoring 29 9 29 --
3B
UT to
Lowery Mill
Creek (I)
SFA Perm. Fill
(60” RCP) 30 -- 30 --
3C
UT to
Lowery Mill
Creek (I)
SFA Perm Fill
(60” RCP) 27 -- 27 --

R-2577ABC Phased Individual Permit Page 7 of 18

Table 7. Continued
Permit
Site
Stream
Name
(P/I)*
Stream
ID Impact Type Permanent
Impact (lf)
Temporary
Impact (lf)
Impacts
Requiring
USACE
Mitigation
(lf)
Impacts
Requiring
NCDWR
Mitigation
(lf)
3D
UT to
Lowery
Mill Creek
(I)
SFA Bank
Stabilization 63 -- -- --
4A
Lowery
Mill Creek
(P)
SEW Bank
Stabilization 114 -- -- --
4B
Lowery
Mill Creek
(P)
SEW Bank
Stabilization 88 -- -- --
5A
UT to
Martin
Mill Creek
(P)
SET Perm. Fill/
Channel Change 331 14 331 331
6A
Martin
Mill Creek
(P)
SES Channel
Armoring 32 6 32 --
6B
Martin
Mill Creek
(P)
SES Perm. Fill (5’X5’
RCBC) upstream 18 -- 18 --
6C
Martin
Mill Creek
(P)
SES
Perm. Fill (5’X5’
RCBC)
downstream
38 -- 38 --
6D
Martin
Mill Creek
(P)
SES Channel
Armoring 39 21 39 --
Total Temporary Impacts -- 134

Total Permanent Impacts (Including Bank
Stabilization): 1,292
Bank Stabilization Impacts: 278
Total Impacts Requiring Mitigation: 1,014 lf**
*P = Perennial; I = Intermittent
1/ - Stream ID corresponds to R-2577ABC PJD labeling; 2/ - USACE stream mitigation is typically at a ratio of 2:1;
3/ Impacts to SFA are proposed at a ratio of 1:1 due to a rating of Low on NCSAM for 86 lf of permanent impact
** - Final mitigation requirement will be determined by USACE and DWR. Mitigation for stream impacts of 1,014
lf is offered with 86 lf at 1:1 ratio & 928 lf at 2:1 ratio from Brushy Mountain mitigation site.

R-2577ABC Phased Individual Permit Page 8 of 18

Table 8. R-2577A Stream Impacts within the Roanoke Basin (03010103)
Permit
Site
Stream
Name
(P/I)*
Stream
ID Impact Type Permanent
Impact (lf)
Temporary
Impact (lf)
Impacts
Requiring
USACE
Mitigation
(lf)
Impacts
Requiring
NCDWR
Mitigation
(lf)
7A
Left Fork
Belews
Creek (I)
SEL Perm Fill (48”
RCP) 178 -- 178 --
7B
Left Fork
Belews
Creek (I &
P)
SEL Bank
Stabilization 16 13 -- --
Total Temporary Impacts -- 13

Total Permanent Impacts (Including Bank
Stabilization): 194
Bank Stabilization Impacts: 16
Total Impacts Requiring Mitigation: 178 lf**
*P = Perennial; I = Intermittent
1/ - Stream ID corresponds to R-2577ABC PJD labeling; 2/ - USACE stream mitigation is typically at a ratio of 2:1;
** - Final mitigation requirement will be determined by USACE and DWR. Mitigation for stream impacts of 178 lf
is offered with at 2:1 ratio with 47.5 lf from DMS and 130.5 lf from Little Peters Creek mitigation site.

Permit Site 1A: There will be 47 lf of impacts to Stream SFC, 22 lf will be temporary
and 25 lf will be permanent. The impacts are the result of armoring the channel to
achieve post construction stability.

Permit Site 1B: There will be 84 lf of permanent impacts to Stream SFC. The impacts
are the result of the installation of an inlet structure and 72-inch reinforced concrete pipe
(RCP), and roadway fill.

Permit Site 1C: There will be 58 lf of permanent impacts to Stream SFC. The impacts
are the result of roadway fill.

Permit Site 1D: There will be 77 lf of permanent impacts to Stream SFC. The impacts
are the result of the installation of an outlet structure and 72-inch RCP, and roadway fill.

Permit Site 1E: There will be 46 lf of impacts to Stream SFC, 22 lf will be temporary
and 24 lf will be permanent. The impacts are the result of armoring the channel to
achieve post-construction stability.

Permit Site 2A: There will be 27 lf of impacts to Stream SFB, 14 lf will be temporary
and 13 lf will be permanent. The impacts are the result of bank stabilization to achieve
post-construction stability.

Permit Site 2B: There will be 20 lf of permanent impacts to Stream SFB. The impacts
are the result of armoring the channel bed and bank to achieve post-construction stability.

R-2577ABC Phased Individual Permit Page 9 of 18

Permit Site 2C: There will be 81 lf of permanent impacts to Stream SFB. The impacts
are the result of the upstream extension of an inlet structure for a 6-foot by 6-foot
reinforced concrete box culvert (RCBC).

Permit Site 2D: There will be 86 lf of permanent impacts to Stream SFB. The impacts
are the result of the downstream extension of an inlet structure for a 6-foot by 6-foot
reinforced concrete box culvert (RCBC).

Permit Site 2E: There will be 41 lf of impacts to Stream SFB, 26 lf will be temporary
and 15 lf will be permanent. The impacts are the result of armoring channel bed and bank
to achieve post-construction stability.

Permit Site 3A: There will be 38 lf of impacts to Stream SFA, 9 lf will be temporary and
29 lf will be permanent. The impacts are the result of armoring the channel to achieve
post-construction stability.

Permit Site 3B: There will be 30 lf of permanent impacts to Stream SFA. The impacts
are the result of the installation of an inlet structure, 60-inch RCP, and roadway fill.

Permit Site 3C: There will be 27 lf of permanent impacts to Stream SFA. The impacts
are the result of the installation of an inlet structure, 60-inch RCP, and roadway fill.

Permit Site 3D: There will be 63 lf of permanent impacts to Stream SFA. The impacts
are the result of bank stabilization associated with the 60-inch RCP.

Permit Site 4A: There will be 114 lf of permanent impacts to Stream SEW. The impacts
are the result of upstream bank stabilization associated with a new dual bridge replacing
an existing 3-barrel RCBC.

Permit Site 4B: There will be 88 lf of permanent impacts to Stream SEW. The impacts
are the result of downstream bank stabilization associated with a new dual bridge
replacing an existing 3-barrel RCBC. The rip rap channel is not part of the impacts at this
site. It was previously impacted by the culvert.

Permit Site 5A: There will be 345 lf of impacts to Stream SET, 14 lf will be temporary
and 331 lf will be permanent. The impacts are to the perennial section of SET due to
roadway fill and channel change.

Permit Site 5B: There will be a 0.02-ac permanent impact to Wetland WHP. This impact
involves <0.01 ac of excavation in the wetland and 0.02 ac of mechanized clearing in the
wetland. The impacts are the result of roadway fill and channel change.

Permit Site 5C: There will be a 0.02-ac (total take) impact to Wetland WHQ. This
impact does not involve wetland excavation or mechanized clearing in the wetland. The
impacts are the result of roadway fill and channel change.

R-2577ABC Phased Individual Permit Page 10 of 18

Permit Site 6A: There will be 38 lf of impacts to Martin Mill Creek (SES), 6 lf will be
temporary and 32 lf will be permanent. The impacts are the result of armoring the
channel to achieve post-construction stability.

Permit Site 6B: There will be 18 lf of permanent impacts to Martin Mill Creek (SES).
The impacts are the result of the extension of an inlet structure for a 5-foot by 5-foot
reinforced concrete box culvert (RCBC), and installation of a trenchless 48”
supplemental pipe.

Permit Site 6C: There will be 38 lf of permanent impacts to Martin Mill Creek (SES).
The impacts are the result of the extension of an outlet structure and 5-foot by 5-foot
RCBC, and installation of a trenchless 48” supplemental pipe.

Permit Site 6D: There will be 60 lf of impacts to Martin Mill Creek (SES), 21 lf will be
temporary and 39 lf will be permanent. The impacts are the result of armoring the
channel to achieve post-construction stability.

Permit Site 7A: There will be 178 lf of permanent impacts to the intermittent portion
Stream SEL. The impacts are the result of roadway fill and the installation of a 48”
reinforced concrete pipe.

Permit Site 7B: There will be 29 lf of impacts to the intermittent and perennial portions
of SEL, 13 lf will be temporary and 16 lf will be permanent. The impacts are the result of
bank stabilization to achieve post-construction stability.

Pipe Burial

Table 9 includes all cross pipes in jurisdictional streams and proposed burial depth of
their inverts.

Table 9. Pipe Invert Burial Depth in Jurisdictional Streams for R-2577A
Pipe Location Size & Material Impact
Site
Pipe Invert Burial
Depth (feet)
-Y9- 15+16 / -L- 101+02 72" Welded Steel 1 0.0
-L- 107+57 6' X 6' RCBC Extension 2 0.0
-Y14- 13+31 60" RCP 3 0.0
-L2- 229+00 5' X 5' RCBC Extension
/ 48" Welded Steel 6 0.0
-L- 298+04 LT 48" RCP 7 0.0

CONSTRUCTION MORATORIUM

There are no construction moratoria for this project.

R-2577ABC Phased Individual Permit Page 11 of 18

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 Endang ered Species Act of
1973, as amended. As of October 31, 2022, the USFWS lists five federally protected
species for the study area. (Table 10). The U.S. Army Corps of Engineers conducted an
informal consultation with the U.S. Fish and Wildlife Service and received concurrence
with May Affect Not Likely to Adversely Affect determination for Roanoke logperch on
October 11th, 2022.

Summary of Species with Habitat:

Table 10 – ESA federally protected species within the study area*
Scientific Name Common
Name
Federal
Status*
Habitat
Present
Biological
Conclusion Survey Date
Glyptemys
muhlenbergii bog turtle T(S/A) Yes Not required Not Required
Percina rex Roanoke
logperch E Yes MA-NLAA September 2021
Helianthus
schweinitzii
Schweinitz’s
sunflower E Yes No effect October 2021
Isotria
medeoloides
small whorled
pogonia T Yes No effect June 2022
Perimyotis
subflavus tricolored bat P Yes Not Required Not Required
1IPaC data checked on 01/25/2023 and is attached to this document.
T – Threatened, E – Endangered, T(S/A) – Threatened due to similarity of appearance,
P- Proposed Endangered, MA-NLAA - May Affect – Not Likely to Adversely Affect,

Bog turtle
USFWS Recommended Survey Window: April 1 – October 1 (visual surveys); April 1-
June 15 (optimal for breeding/nesting); May 1-June 30 (trapping surveys)

Biological Conclusion: Not Required
Species listed as threatened due to similarity of appearance do not require Section
7 consultation with the USFWS.

Roanoke logperch
USFWS Optimal Survey Window: year round; April-June (optimal)

Biological Conclusion: May Affect – Not Likely to Adversely Affect
RK&K aquatics biologists conducted a habitat review of the project and
determined that habit was present at the Belews Creek/US 158 crossing. A survey
was conducted on September 29th, 2021 and Roanoke logperch was not observed.
The aquatic species survey report is attached. A review of the NCNHP database
updated July 5th, 2022, indicates no records of Roanoke logperch within 1.0 mile
of the project study area. Concurrence was received on October 11th, 2022, from
the USFWS on the May Affect – Not Likely to Adversely Affect and is attached.

R-2577ABC Phased Individual Permit Page 12 of 18

Schweinitz's sunflower
USFWS Optimal Survey Window: late August - October

Biological Conclusion: No Effect
Habitat in the form of roadside rights-of-way, maintained power lines, utility
rights-of-way, edges of thickets, and clearings are located throughout the study
area. A survey was conducted and Schweinitz's sunflower was not observed. A
review of the NCNHP database updated July 5th, 2022, indicates no records of
Schweinitz's sunflower within 1.0 mile of the project study area.

Small whorled pogonia
USFWS Optimal Survey Window: mid May - early July

Biological Conclusion: No Effect
Habitat in the form of second to third successional growth mixed-deciduous and
open, dry deciduous woods are located throughout the study area. A survey was
conducted and Schweinitz's sunflower was not observed. A review of the NCNHP
database updated July 5th, 2022, indicates no records of small whorled pogonia
within 1.0 mile of the project study area.

Tricolored bat
USFWS Optimal Survey Window: May 15- August 15

Biological Conclusion: Not Required
Species listed as proposed do not require Section 7 consultation with the USFWS.
Habitat in the form of trees and culverts are present. A review of the NCNHP
database updated July 5th, 2022, indicates no records of tricolored bat within 1.0
mile of the project study area.

INDIRECT CUMULATIVE IMPACT ANALYSIS

The indirect and cumulative effects associated with the proposed project have been
identified and assessed in the Land Use Scenario Assessment (LUSA) (NCDOT, 2018).
Indirect and cumulative impacts were assessed within the Future Land Use Study Area
(FLUSA) by predicting changes in development types within defined probable
development areas (PDA) that could result from the proposed project. The LUSA
identifies and analyzes three PDAs along US 158. The PDAs were assessed based on
scope of development, development intensity, regional population and employment
growth, pressure for land development, and planned/managed uses and impacts for both
the No-Build and Build scenarios. According to local planners, the areas around PDAs 1
and 3 are expected to develop with or without the project. PDA 2 will develop faster with
the project but will likely be equally influenced by the completion of the Winston-Salem
Beltway. Qualitative analyses of the probable development patterns in the FLUSA also
suggest that cumulative changes in land use resulting from this project, along with
subsequent private and public development actions, are not likely to notably increase the
area of impervious surfaces over the No-Build scenario.

R-2577ABC Phased Individual Permit Page 13 of 18

CULTURAL RESOURCES

This project is subject to compliance with Section 106 of the National Historic
Preservation Act (NHPA) of 1966, as amended, and implemented by the Advisory
Council on Historic Preservation regulations for compliance with Section 106, for a
licensed or permitted project that has an effect on a property listed on or eligible for
listing in the National Register of Historic Places (NRHP).

Historic Resources:
Pursuant to the requirements of Section 106 of the NHPA, an intensive architectural field
survey conducted in 2011 identified 390 resources of possible significance within the
project study area. These findings were presented to the North Carolina State Historic
Preservation Office (SHPO) on January 24, 2012, and 30 resources were identified as
meriting further investigation. Additionally, the potential bypass routes around the
Stokesdale town center were surveyed in March 2012, and an additional 90 resources
were identified. These resources were reviewed with SHPO in May 2012, and it was
determined that no further investigation was merited for the additional 90 resources. Of
the 30 resources investigated, six were found eligible for NRHP listing. The Stokesdale
Commercial Historic District was also determined eligible. Effects consultations between
the SHPO and NCDOT were held on July 9, 2013, and September 22, 2015. They
determined that the only NRHP-eligible property that would be adversely affected by the
project is Edgewood Baptist Church (FY 3292) in Section A. After refinement of the
preliminary designs, NCDOT held a meeting with the SHPO on January 8, 2018, and
confirmed the historic property boundary for Edgewood Baptist Church. NCDOT agreed
to investigate further minimization measures to the church and continue coordinating
with the SHPO and the church. After completion of the preliminary design plans,
NCDOT held additional coordination with the SHPO to revisit effects to the properties
eligible for NRHP on January 9, 2018, and June 12, 2018. An avoidance alternative for
the Edgewood Baptist Church vicinity was presented at the meeting in January 2018,
which imposed minimal impacts to the church, but would require the relocation of seven
residences across US 158 from the church. At the request of the SHPO, NCDOT
developed a minimization alternative and presented it to the SHPO in June 2018. The
minimization alternative incorporated best-fit widening with a reduced median (23 feet
instead of 30 feet) and a retaining wall in front of the church to minimize impacts to both
the church and the residences located across from the church. The minimization
alternative will not require relocations of residences across from the church but will result
in the loss of some parking spaces in front of the church and will require the church sign
to be relocated. In a supplemental concurrence form from November of 2022, NCDOT
and SHPO agreed that this minimization alternative constitutes no adverse effect to the
resource if the specified commitments are met, these commitments are further detailed in
the attachments. Due to the relocation of the church sign, NCDOT has committed to
replacing the church’s sign with up to two signs.

R-2577ABC Phased Individual Permit Page 14 of 18

Table 11. Historic Resource Determinations
Section Historic Resource National Register
Status Effect
R-2577A Edgewood Baptist
Church
Determined Eligible,
Criterion C, Criteria
Considerations A & G
No Adverse Effect
with Commitments
R-2577C D.A. Jones House Determined Eligible
Criterion C No Effect
R-2577C Taylor-Edward
House
Determined Eligible
Criterion C No Effect
R-2577C Bi-Rite
Supermarket
Determined Eligible
Criterion A & C No Effect
R-2577C Wray House Determined Eligible
Criterion C No Effect
R-2577A Bel Air Drive-In
Theater
Determined Eligible
Criterion A
No Adverse Effect
with Commitments
R-2577C
Stokesdale
Commercial
Historic District
Determined Eligible
Criterion A & C No Effects

Archaeological Resources:
NCDOT conducted an intensive archaeological survey and evaluation for the proposed
widening and improvement of US 158. The survey identified 32 isolated finds and 34
archaeological sites. The 32 isolated finds have no information potential and are
recommended not eligible for the NRHP under any of the four criteria. The 34
archaeological sites included one historic burial, 22 historic sites, one prehistoric site, and
10 multicomponent sites. All 34 sites are recommended not eligible for the NRHP under
any of the four criteria. Site 31GF514** includes two human graves. Located in Section
C, with the two graves outside of the construction footprint, but straddling both
alternatives within the overall project study area. Although the site is not eligible for the
NRHP, it should be avoided during any construction activities. If the gravesites cannot be
avoided, the Office of State Archaeology (OSA) will make the determination as to how
the removal and relocation of the gravesites be treated, i.e. by following either NC
General Statute (GS) 65 or NC GS 70, Article 3. If treated under GS 65, removal and
relocation will be handled by the NCDOT Right-of-Way Office. If treated under GS 70,
Article 3, removal, and relocation will be handled by the NCDOT Archaeology Group in
consultation with the Right-of-Way Office, next of kin, and the OSA.

Tribal Coordination:
Coordination with the Catawba was completed on April 21, 2020, the Catawba identified
no immediate concerns regarding traditional cultural properties, sacred sites or Native
American archaeological sites within the boundaries of the project area. The Catawba are
to be notified if Native American artifacts and / or human remains are located during the
ground disturbance phase of this project.

R-2577ABC Phased Individual Permit Page 15 of 18

FEMA COMPLIANCE

Forsyth and Guilford counties are participants in the National Flood Insurance Program
(NFIP), administered by the Federal Emergency Management Agency (FEMA). This
project will involve construction activities on or adjacent to FEMA regulated streams.
Based on the most current information available from the North Carolina Floodplain
Mapping Program (NCFMP), the project will cross Lowery Mill Creek, Belews Creek,
and Belews Lake, all of which have an associated 100-year floodplain. Additionally, the
project will cross a regulatory floodway at Lowery Mill Creek and Belews Creek. The
Hydraulics Unit will coordinate with the NCFMP to determine the status of the project
with regard to applicability of the NCDOT Memorandum of Agreement with the
NCFMP, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent
final Letter of Map Revision (LOMR). This project involves construction activities on or
adjacent to a FEMA-regulated stream. Therefore, engineers from NCDOT Divisions 7
and 9 shall submit sealed as-built construction plans to the NCDOT Hydraulics Unit upon
completion of project construction, certifying that the drainage structures and roadway
embankments located within the 100-year floodplain were built as shown in the
construction plans, both horizontally and vertically.

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; minimization measures were
incorporated as part of the project design.

Avoidance and Minimization:
NCDOT has avoided impacting many wetlands and streams and reduced impacts to
wetlands and streams to the greatest extent practicable. Wetland impacts have been kept
to a minimum by avoiding ditching and channelization through wetlands. Existing
drainage patterns to the wetlands have been kept to the extent practicable to maintain the
hydrology feeding the wetlands. Other specific examples of avoidance and minimization
measures include:

• Best Management Practices (BMPs) will be utilized during construction to
attempt to reduce the stormwater impacts to receiving streams and wetlands due
to erosion and runoff.
• Drainage outfalls along the project have been analyzed to verify stability and
outlet protection has been incorporated into the design for all proposed drainage
improvements.
• Multiple proposed culverts utilize junction boxes to dissipate energy, reduce the
slope of the pipe and provide reduced outlet velocity to the stream bed and bank.

R-2577ABC Phased Individual Permit Page 16 of 18

• Additionally, rip rap channel stabilization has been provided at the outlets of large
culverts where appropriate to reduce the threat of erosion.
• Rip rap bank stabilization has been provided where appropriate to promote bank
stability.
• Storm drainage systems were discharged outside of jurisdictional features where
practicable.
• Existing culverts at the following locations will be replaced with dual bridges:
o Lowery Mill Creek – proposed bridge lengths of 85’
o Belews Creek – proposed bridge lengths of 110’
• Bridge 164 over Belews Lake will be replaced with dual bridges (100’) and the
vertical alignment has been adjusted at Belews Lake crossing (raised 4’).
• Side slopes will be reduced from 6:1 to 2:1, where possible and without requiring
the installation of guardrail, to further minimize stream and wetland impacts:
o R‐2577 A&B an estimated reduction of 96 LF of overall stream impacts
o R‐2577 A&B segment 3 transitional widening
an estimated reduction of 101 LF of stream impacts
o R‐2577C an estimated reduction of 21 LF of stream impacts
• Additional minimization measures for non‐jurisdictional resources have been
incorporated into the preliminary design plans
• Edgewood Baptist Church (eligible for National Register of Historic Places
[NRHP]) – minimized impacts to church and residences across the street:
o shifted alignment slightly to the south
o reduced median width to 23’
o tightened side slopes to 2:1
o proposed retaining wall in front of church parking lot
• Drive‐In Movie Theater (eligible for NRHP) tightened side slopes to reduce
Impacts
• North of NC-66 the project incorporates the Design Standards for Sensitive
Watersheds (DSSW) [15A NCAC 04B .0124(a)-(e). As a effort to avoid impacts
to the Roanoke log perch.

Compensatory Mitigation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the
greatest extent practicable as described above. Tables 3 and 4 summarize the wetland and
stream impacts for each section of this project. This project will permanently impact 1.72
acres of wetlands and 7,822 linear feet of streams.

At this time, DMS will provide compensatory mitigation for wetlands in R-2577A. For
stream mitigation, NCDOT acquired mitigation credits from Brushy Mountain Mitigation
Site, Little Peters Creek Mitigation Site and DMS. Brushy Mountain Mitigation Site
located in western North Carolina and is sponsored by Restoration Systems. The site is
located on Macemore Road, three miles south of Elkin, in Yadkin County, North
Carolina. This site is within the Yadkin River Basin Cataloging Unit (03040101) and will
be used to offset impacts associated projects for NCDOT. To offset impacts associated
with R-2577A, Restoration Systems will be debiting Brushy Mountain Mitigation Site for
1,942 linear feet. The Little Peters Creek Mitigation Site is located in Stokes County
within the Roanoke River Basin Cataloging Unit (03010103). NCDOT acquired the 720

R-2577ABC Phased Individual Permit Page 17 of 18

linear foot stream enhancement site to mitigate for unavoidable, jurisdictional impacts
associated with future projects in the Roanoke River Basin. To offset impacts associated
with R-2577A, NCDOT will be debiting Little Peters Creek Mitigation Site for 261 linear
feet. Project sections R-2577B and R-2577C are not due to let within the next 5 years.
Table 12 summarizes the total mitigation provided as 0.12 acres of wetland impacts and
2,298 linear feet of stream impacts. Compensatory mitigation for R-2577B and R-2577C
will be provided accordingly during the subsequent permit modifications. These
modifications will occur when final designs on the remaining sections have been
completed.

Table 12. Summary of Mitigation Provided for Sections Letting within 5 Years
Section Design
Stage
Mitigation
Provider
Wetland
Impacts
Requiring
Mitigation
(ac)
Stream
Impacts
Requiring
Mitigation
(lf)
Buffer
Impacts
Requiring
Mitigation
(sqft)
R-2577A Final DMS 0.121 952 --
R-2577A Final
Brushy
Mountain
Mitigation
Site
-- 1,9423 --
R-2577A Final
Little Peters
Creek
Mitigation
Site
-- 2614 --
Total 0.12 2,298 --
1 Wetlands impacts of 0.06 acres mitigation is offered at a 2:1 ratio
2 Stream impacts of 47.5 lf is offered at 47.5 lf at 2:1 ratio
3Stream impacts of 1,014 lf is offered at 86 lf at 1:1 ratio & 928 lf at 2:1 ratio
4 Stream impacts of 130.5 lf is offered at 130.5 lf at 2:1 ratio

Explanation of mitigation provided
Section in Final Design (R-2577A)
Sections in Preliminary Design with LET dates are greater than 5 years (R-2577B and R-
2577C).

Streams:
Total Project Impacts: 7,822 linear feet
Sections to Let >5 Years -6,189 linear feet
Bank Stabilization for Final Design -294 linear feet
Temporary Impacts -147 linear feet
Balance 1,192 linear feet
Yadkin watershed mitigation 1,014 linear feet
Roanoke watershed mitigation 178 linear feet
Cape Fear watershed mitigation 0 linear feet

Wetlands:
Total Project Impacts: 1.74 acres
Sections to Let >5 Years -1.68 acres

R-2577ABC Phased Individual Permit Page 18 of 18

Balance 0.06 acres
Yadkin watershed mitigation 0.06 acres
Roanoke watershed mitigation 0 acres
Cape Fear watershed mitigation 0 acres

JORDAN LAKE RIPARIAN BUFFER IMPACTS

The portion of the project subject to the Jordan Lake Riparian Buffer rules is located in
Section C and is currently in a preliminary design stage. Impacts to buffers will be
determined upon final design.

REGULATORY APPROVALS

Section 404: Application is hereby made for a USACE Individual 404 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 143 215.3D(e) of the NCAC,
we will provide $570.00 to act as payment for processing the Section 401 permit
application previously noted in the application (see Subject line).

Thank you for your assistance with this project. If you have any questions or need
additional information, please contact Amy Euliss at [e-mail] or (336) 747-
7800. A copy of this application and distribution list will also be posted on the NCDOT
website at http://connect.ncdot.gov/resources/Environmental/Pages.

Sincerely,

Amy Euliss
Division 9 PDEA Engineer

cc: NCDOT Permit Application Standard Distribution List
Attachments:
Project Area Map
ENG Form 4345
NCDMS Acceptance Letter
Brushy Mountain Mitigation Site Letter
Little Peters Creek Mitigation Site Letter
NCSAM Form (SFA)
USFWS IPaC
USFWS Consultation Letter
Concurrence Point 4B/4C Meeting Minutes
Tribal Coordination Documentation
November 2022 Effects Form
SEPA EA/FONSI
Stormwater Management Plan
Permit Drawings
Roadway Right-of-Way Plans
Preliminary Sections Permit Maps
Mailing Labels (Separate Electronic Attachment)

Project Area Map

R-2577ABC

ENG Form 4345

R-2577ABC

January 26, 2023

NCDMS Acceptance Letter

R-2577ABC

January 23, 2023
Revised
Ms. Amy Euliss
Division 9 PDEA Engineer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127-7167
Dear Ms. Euliss:
Subject: Mitigation Acceptance Letter:
R-2577A, US 158 Improvements, Forsyth County, WBS Number 37405.1.1
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory mitigation for the subject project. Based on the information supplied by you on October 3, 2022, and
January 12 and 23, 2023, the impacts are located in CU 03010103 of the Roanoke River basin and 03040101 of the
Yadkin 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 Riparian Non-
Riparian
Coastal
Marsh
Impacts Roanoke 03010103 CP 0 0 47.500 0 0 0
Impacts Yadkin 03040101 CP 0 0 0 0.060 0 0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
NCDEQ-DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of
the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
James B. Stanfill
DMS Deputy Director
cc: Mr. Eric Alsmeyer, USACE – Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-2577A Revised 2
for

Brushy Mountain Mitigation Site Letter

R-2577ABC

Brushy Mountain Mitigation Site
NCDOT purchased mitigation credits from Brushy Mountain mitigation site located in western North
Carolina and is sponsored by Restoration Systems. The site is located on Macemore Road, three miles
south of Elkin, in Yadkin County, North Carolina. This site is within the Yadkin River Basin Cataloging Unit
(03040101) and will be used to offset impacts associated projects for NCDOT.

In order to offset unavoidable impacts associated with R-2577A, Restoration Systems will be debiting
Brushy Mountain mitigation site for 1,942 linear feet. Impacts along with ratios are shown below in the
table.

PO Number TIP Debit Amount Permit Date Notes Links
7700002105 B-5825 932
466 ft impacts at 2:1 ratio
7700002105 R-2577A 1942

86' at 1:1 ratio & 928' @2:1 ratio

Little Peters Creek Mitigation Site Letter

R-2577ABC

Little Peters Creek Mitigation Site
ONEID 029-005

The Little Peters Creek Mitigation Site is located in Stokes County within the USGS hydrologic
unit 03010103 of the Roanoke River. NCDOT acquired the 720 linear foot stream enhancement
site to mitigate for unavoidable, jurisdictional impacts associated with future projects in the
Roanoke River Basin. Monitoring requirements were performed from 2008 to 2012 and the site
was closed out in 2013. Table 1 shows the final mitigation quantities approved for the site. The
site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03010103. Table
2 indicates all mitigation debits that have occurred per regulatory agency approval.

In order to offset 130.5 unavoidable impacts associated with R-2577A, the Martin Site/Little
Peters Creek will be debited 261 linear feet of stream mitigation. The debit is listed in table 2
below.

Table 1. Mitigation Quantities Approved
HUC Mitigation
Type
Starting
Amount (LN Ft.) Additional Notes
3010103 Stream
Enhancement
720 Agencies have lifted the hold.

Table 2. Mitigation Debits
Mitigation
Type
DEBIT
AMOUNT
(LN.Ft)
Status SITE TIP Action ID# Notes
Stream
Enhancement
265 Close Out Bridge #58 on Highway 311 over
UT to Dan River (17BP.9.R.5)

Unable to find
documentation
to confirm
debit
Stream
Enhancement
194 Close Out Bridge 103 on Stewart Road
(17BP.9.R.22)
Unable to find
documentation
to confirm
debit
Steam
Enhancement
130.5 Close Out R-2577A 130.5 impacts
@2:1

NCSAM Form (SFA)

R-2577ABC

USACE AID #:NCDWR #:
PROJECT / SITE INFORMATION:
1. Project name (if any):2. Date of evaluation:
3. Applicant/owner name:
5. County:6. Nearest named water body
7. River Basin: on USGS 7.5-minute quad:
8. Site coordinates (decimal degrees, at lower end of assessment reach):
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map):10. Length of assessment reach evaluated (feet):
11. Channel depth from bed (in riffle, if present) to top of bank (feet):Unable to assess channel depth.
12. Channel width at top of bank (feet):13. Is assessment reach a swamp stream?Yes No
14. Feature type:Perennial flow Intermittent flow Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone:Mountains (M)Piedmont (P)Inner Coastal Plain (I)Outer Coastal Plain (O)
16. Estimated geomorphic
valley shape (skip for a b
Tidal Marsh Stream):(more sinuous stream, flatter valley slope)(less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2)Size 2 (0.1 to < 0.5 mi2)Size 3 (0.5 to < 5 mi2)Size 4 ( 5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated?Yes No If Yes, check all that appy to the assessment area.
Section 10 water Classified Trout Waters Water Supply Watershed (I II III IV V)
Essential Fish Habitat Primary Nursery Area High Quality Waters/Outstanding Resource Waters
Publicly owned property NCDWR riparian buffer rule in effect Nutrient Sensitive Waters
Anadromous fish 303(d) List CAMA Area of Environmental Concern (AEC)
Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached?Yes No
1.Channel Water – assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2.Evidence of Flow Restriction – assessment reach metric
A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
B Not A
3.Feature Pattern – assessment reach metric
A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
B Not A.
4.Feature Longitudinal Profile – assessment reach metric
A Majority of assessment reach has a substantially altered stream profile (examples: channel down-cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
B Not A
5.Signs of Active Instability – assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down-cutting (head-cut), active widening, and artificial hardening (such as concrete, gabion, rip-rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable
6.Streamside Area Interaction – streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
A A Little or no evidence of conditions that adversely affect reference interaction
B B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7.Water Quality Stressors – assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)
R-2577 Reverification 06/01/18
36.1417, -80.1675
SFA Downstream 100
NCDOT 4. Assessor name/organization:P Butler/CEI
Forsyth
Yadkin Lowery Mill Creek
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
INSTRUCTIONS:Attach a sketch of the assessment area and photographs.Attach a copy of the USGS 7.5-minute topographic
quadrangle,and circle the location of the stream reach under evaluation.If multiple stream reaches will be evaluated on the same
property,identify and number all reaches on the attached map,and include a separate form for each reach.See the NC SAM User
4
6
C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
D Odor (not including natural sulfide odors)
E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F Livestock with access to stream or intertidal zone
G Excessive algae in stream or intertidal zone
H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
I Other:(explain in "Notes/Sketch" section)
J Little to no stressors
8.Recent Weather – watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
C No drought conditions
9 Large or Dangerous Stream – assessment reach metric
Yes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10.Natural In-stream Habitat Types – assessment reach metric
10a.Yes No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b.Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
A Multiple aquatic macrophytes and aquatic mosses F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats)G Submerged aquatic vegetation
B Multiple sticks and/or leaf packs and/or emergent H Low-tide refugia (pools)
vegetation I Sand bottom
C Multiple snags and logs (including lap trees)J 5% vertical bank along the marsh
D 5% undercut banks and/or root mats and/or roots K Little or no habitat
in banks extend to the normal wetted perimeter
E Little or no habitat
11.Bedform and Substrate – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a.Yes No Is assessment reach in a natural sand-bed stream? (skip for Coastal Plain streams)
11b.Bedform evaluated. Check the appropriate box(es).
A Riffle-run section (evaluate 11c)
B Pool-glide section (evaluate 11d)
C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c.In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach – whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) =
absent, Rare (R) = present but 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 – 4096 mm)
Cobble (64 – 256 mm)
Gravel (2 – 64 mm)
Sand (.062 – 2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip-rap, concrete, etc.)
11d.Yes No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12.Aquatic Life – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a.Yes No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. No Water Other:
12b.Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to “individuals” for size 1 and 2 streams and “taxa” for size 3 and 4 streams.
Adult frogs
Aquatic reptiles
Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
Beetles (including water pennies)
Caddisfly larvae (Trichoptera [T])
Asian clam (Corbicula )
Crustacean (isopod/amphipod/crayfish/shrimp)
Damselfly and dragonfly larvae
Dipterans (true flies)
Mayfly larvae (Ephemeroptera [E])
Megaloptera (alderfly, fishfly, dobsonfly larvae)
Midges/mosquito larvae
Mosquito fish (Gambusia ) or mud minnows (Umbra pygmaea)
Mussels/Clams (not Corbicula )
Other fish
Salamanders/tadpoles
Snails
Stonefly larvae (Plecoptera [P])
Tipulid larvae
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
Ch
e
c
k

f
o
r

T
i
d
a
l
Ma
r
s
h

S
t
r
e
a
m
s
on
l
y
Worms/leeches
13.Streamside Area Ground Surface Condition – streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
A A Little or no alteration to water storage capacity over a majority of the streamside area
B B Moderate alteration to water storage capacity over a majority of the streamside area
C C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14.Streamside Area Water Storage – streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
A A Majority of streamside area with depressions able to pond water 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15.Wetland Presence – streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y Y Are wetlands present in the streamside area?
N N
16.Baseflow Contributors – assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
A Streams and/or springs (jurisdictional discharges)
B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
C Obstruction that passes some flow during low-flow periods within assessment area (beaver dam, bottom-release dam)
D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
E Stream bed or bank soil reduced (dig through deposited sediment if present)
F None of the above
17.Baseflow Detractors – assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
C Urban stream ( 24% impervious surface for watershed)
D Evidence that the stream-side area has been modified resulting in accelerated drainage into the assessment reach
E Assessment reach relocated to valley edge
F None of the above
18.Shading – assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider “leaf-on” condition.
A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
B Degraded (example: scattered trees)
C Stream shading is gone or largely absent
19.Buffer Width – streamside area metric (skip for Tidal Marsh Streams)
Consider “vegetated buffer” and “wooded buffer” separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
A A A A 100-feet wide or extends to the edge of the watershed
B B B B From 50 to < 100-feet wide
C C C C From 30 to < 50-feet wide
D D D D From 10 to < 30-feet wide
E E E E < 10-feet wide or no trees
20.Buffer Structure – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
A A Mature forest
B B Non-mature woody vegetation or modified vegetation structure
C C Herbaceous vegetation with or without a strip of trees < 10 feet wide
D D Maintained shrubs
E E Little or no vegetation
21.Buffer Stressors – streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
A A A A A A Row crops
B B B B B B Maintained turf
C C C C C C Pasture (no livestock)/commercial horticulture
D D D D D D Pasture (active livestock use)
22.Stem Density – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
A A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23.Continuity of Vegetated Buffer – streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
A A The total length of buffer breaks is < 25 percent.
B B The total length of buffer breaks is between 25 and 50 percent.
C C The total length of buffer breaks is > 50 percent.
24.Vegetative Composition – First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
B B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation.
25.Conductivity – assessment reach metric (skip for all Coastal Plain streams)
25a.Yes No Was a conductivity measurement recorded?
If No, select one of the following reasons. No Water Other:
25b.Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
A <46 B 46 to < 67 C 67 to < 79 D 79 to < 230 E 230
Notes/Sketch:
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
(1) Habitat
(2) In-stream Habitat
(3) Baseflow
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation
(2) Tidal Marsh In-stream Habitat
(3) Flow Restriction
(3) Tidal Marsh Stream Stability
(4) Tidal Marsh Stream Geomorphology
(3) Tidal Marsh In-stream Habitat
(2) Intertidal Zone Habitat
Overall LOW
LOW
HIGH
LOW
LOW
MEDIUM
LOW
HIGH
LOW
LOW
LOW
MEDIUM
LOW
HIGH
LOW
MEDIUM
HIGH
NA
NA
LOW
MEDIUM
MEDIUM
LOW
LOW
NA
NA
NA
NA
MEDIUM
YES
NA
NA
MEDIUM
HIGH
NA
NA
NA
LOW
(3) Tidal Marsh Channel Stability
(3) Streamside Area Attenuation
Function Class Rating Summary
(1) Hydrology
LOW
MEDIUM
NA
NA
NA
NA
NA
LOW
HIGH
MEDIUM
LOW
LOW
MEDIUM
LOW
NA
YES
NA
NA
MEDIUM
Stream Site Name
HIGH
NA
R-2577 Reverification Date of Evaluation
LOW
(4) Tidal Marsh Channel Stability
NA
NA
LOW
MEDIUM
LOW
LOW
LOW
HIGH
NA
NA
MEDIUM
NA
HIGH
NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
MEDIUM
HIGH
USACE/
All Streams
NCDWR
Intermittent
NA
NA
(2) Flood Flow
P Butler/CEI
06/01/18
NO
YES
NO
Intermittent
MEDIUM
MEDIUM
LOW
MEDIUM
(2) Baseflow
Stream Category Assessor Name/Organization
LOW
Pa1
USACE AID #:NCDWR #:
PROJECT / SITE INFORMATION:
1. Project name (if any):2. Date of evaluation:
3. Applicant/owner name:
5. County:6. Nearest named water body
7. River Basin: on USGS 7.5-minute quad:
8. Site coordinates (decimal degrees, at lower end of assessment reach):
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map):10. Length of assessment reach evaluated (feet):
11. Channel depth from bed (in riffle, if present) to top of bank (feet):Unable to assess channel depth.
12. Channel width at top of bank (feet):13. Is assessment reach a swamp stream?Yes No
14. Feature type:Perennial flow Intermittent flow Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone:Mountains (M)Piedmont (P)Inner Coastal Plain (I)Outer Coastal Plain (O)
16. Estimated geomorphic
valley shape (skip for a b
Tidal Marsh Stream):(more sinuous stream, flatter valley slope)(less sinuous stream, steeper valley slope)
17. Watershed size: (skip Size 1 (< 0.1 mi2)Size 2 (0.1 to < 0.5 mi2)Size 3 (0.5 to < 5 mi2)Size 4 ( 5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated?Yes No If Yes, check all that appy to the assessment area.
Section 10 water Classified Trout Waters Water Supply Watershed (I II III IV V)
Essential Fish Habitat Primary Nursery Area High Quality Waters/Outstanding Resource Waters
Publicly owned property NCDWR riparian buffer rule in effect Nutrient Sensitive Waters
Anadromous fish 303(d) List CAMA Area of Environmental Concern (AEC)
Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached?Yes No
1.Channel Water – assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
A Water throughout assessment reach.
B No flow, water in pools only.
C No water in assessment reach.
2.Evidence of Flow Restriction – assessment reach metric
A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
B Not A
3.Feature Pattern – assessment reach metric
A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
B Not A.
4.Feature Longitudinal Profile – assessment reach metric
A Majority of assessment reach has a substantially altered stream profile (examples: channel down-cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
B Not A
5.Signs of Active Instability – assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down-cutting (head-cut), active widening, and artificial hardening (such as concrete, gabion, rip-rap).
A < 10% of channel unstable
B 10 to 25% of channel unstable
C > 25% of channel unstable
6.Streamside Area Interaction – streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
A A Little or no evidence of conditions that adversely affect reference interaction
B B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7.Water Quality Stressors – assessment reach/intertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
B Excessive sedimentation (burying of stream features or intertidal zone)
R-2577 Reverification 05/31/18
36.1417, -80.1625
SFA - Upstream 100
NCDOT 4. Assessor name/organization:J Grubb, P Butler/CEI
Forsyth
Yadkin Lowery Mill Creek
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
INSTRUCTIONS:Attach a sketch of the assessment area and photographs.Attach a copy of the USGS 7.5-minute topographic
quadrangle,and circle the location of the stream reach under evaluation.If multiple stream reaches will be evaluated on the same
property,identify and number all reaches on the attached map,and include a separate form for each reach.See the NC SAM User
.5
3-4
C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
D Odor (not including natural sulfide odors)
E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
F Livestock with access to stream or intertidal zone
G Excessive algae in stream or intertidal zone
H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
I Other:(explain in "Notes/Sketch" section)
J Little to no stressors
8.Recent Weather – watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
C No drought conditions
9 Large or Dangerous Stream – assessment reach metric
Yes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10.Natural In-stream Habitat Types – assessment reach metric
10a.Yes No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b.Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
A Multiple aquatic macrophytes and aquatic mosses F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats)G Submerged aquatic vegetation
B Multiple sticks and/or leaf packs and/or emergent H Low-tide refugia (pools)
vegetation I Sand bottom
C Multiple snags and logs (including lap trees)J 5% vertical bank along the marsh
D 5% undercut banks and/or root mats and/or roots K Little or no habitat
in banks extend to the normal wetted perimeter
E Little or no habitat
11.Bedform and Substrate – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a.Yes No Is assessment reach in a natural sand-bed stream? (skip for Coastal Plain streams)
11b.Bedform evaluated. Check the appropriate box(es).
A Riffle-run section (evaluate 11c)
B Pool-glide section (evaluate 11d)
C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c.In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach – whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) =
absent, Rare (R) = present but 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder (256 – 4096 mm)
Cobble (64 – 256 mm)
Gravel (2 – 64 mm)
Sand (.062 – 2 mm)
Silt/clay (< 0.062 mm)
Detritus
Artificial (rip-rap, concrete, etc.)
11d.Yes No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12.Aquatic Life – assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a.Yes No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. No Water Other:
12b.Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to “individuals” for size 1 and 2 streams and “taxa” for size 3 and 4 streams.
Adult frogs
Aquatic reptiles
Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
Beetles (including water pennies)
Caddisfly larvae (Trichoptera [T])
Asian clam (Corbicula )
Crustacean (isopod/amphipod/crayfish/shrimp)
Damselfly and dragonfly larvae
Dipterans (true flies)
Mayfly larvae (Ephemeroptera [E])
Megaloptera (alderfly, fishfly, dobsonfly larvae)
Midges/mosquito larvae
Mosquito fish (Gambusia ) or mud minnows (Umbra pygmaea)
Mussels/Clams (not Corbicula )
Other fish
Salamanders/tadpoles
Snails
Stonefly larvae (Plecoptera [P])
Tipulid larvae
Below Road - Salvage Yard
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
Ch
e
c
k

f
o
r

T
i
d
a
l
Ma
r
s
h

S
t
r
e
a
m
s
on
l
y
Worms/leeches
13.Streamside Area Ground Surface Condition – streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
A A Little or no alteration to water storage capacity over a majority of the streamside area
B B Moderate alteration to water storage capacity over a majority of the streamside area
C C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14.Streamside Area Water Storage – streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
A A Majority of streamside area with depressions able to pond water 6 inches deep
B B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C Majority of streamside area with depressions able to pond water < 3 inches deep
15.Wetland Presence – streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
Y Y Are wetlands present in the streamside area?
N N
16.Baseflow Contributors – assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
A Streams and/or springs (jurisdictional discharges)
B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
C Obstruction that passes some flow during low-flow periods within assessment area (beaver dam, bottom-release dam)
D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
E Stream bed or bank soil reduced (dig through deposited sediment if present)
F None of the above
17.Baseflow Detractors – assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
C Urban stream ( 24% impervious surface for watershed)
D Evidence that the stream-side area has been modified resulting in accelerated drainage into the assessment reach
E Assessment reach relocated to valley edge
F None of the above
18.Shading – assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider “leaf-on” condition.
A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
B Degraded (example: scattered trees)
C Stream shading is gone or largely absent
19.Buffer Width – streamside area metric (skip for Tidal Marsh Streams)
Consider “vegetated buffer” and “wooded buffer” separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
A A A A 100-feet wide or extends to the edge of the watershed
B B B B From 50 to < 100-feet wide
C C C C From 30 to < 50-feet wide
D D D D From 10 to < 30-feet wide
E E E E < 10-feet wide or no trees
20.Buffer Structure – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
A A Mature forest
B B Non-mature woody vegetation or modified vegetation structure
C C Herbaceous vegetation with or without a strip of trees < 10 feet wide
D D Maintained shrubs
E E Little or no vegetation
21.Buffer Stressors – streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
A A A A A A Row crops
B B B B B B Maintained turf
C C C C C C Pasture (no livestock)/commercial horticulture
D D D D D D Pasture (active livestock use)
22.Stem Density – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
A A Medium to high stem density
B B Low stem density
C C No wooded riparian buffer or predominantly herbaceous species or bare ground
23.Continuity of Vegetated Buffer – streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
A A The total length of buffer breaks is < 25 percent.
B B The total length of buffer breaks is between 25 and 50 percent.
C C The total length of buffer breaks is > 50 percent.
24.Vegetative Composition – First 100 feet of streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes
to assessment reach habitat.
LB RB
A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
B B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation.
25.Conductivity – assessment reach metric (skip for all Coastal Plain streams)
25a.Yes No Was a conductivity measurement recorded?
If No, select one of the following reasons. No Water Other:
25b.Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
A <46 B 46 to < 67 C 67 to < 79 D 79 to < 230 E 230
Notes/Sketch:
Salvage Yard Property - assessed reach below road with undersized, perched culvert.
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
(4) Floodplain Access
(4) Wooded Riparian Buffer
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(2) Stream/Intertidal Zone Interaction
(2) Longitudinal Tidal Flow
(2) Tidal Marsh Stream Stability
(3) Tidal Marsh Stream Geomorphology
(1) Water Quality
(2) Baseflow
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
(3) Thermoregulation
(2) Indicators of Stressors
(2) Aquatic Life Tolerance
(2) Intertidal Zone Filtration
(1) Habitat
(2) In-stream Habitat
(3) Baseflow
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation
(2) Tidal Marsh In-stream Habitat
(3) Flow Restriction
(3) Tidal Marsh Stream Stability
(4) Tidal Marsh Stream Geomorphology
(3) Tidal Marsh In-stream Habitat
(2) Intertidal Zone Habitat
Overall LOW
LOW
HIGH
LOW
LOW
MEDIUM
LOW
LOW
LOW
LOW
LOW
LOW
HIGH
LOW
LOW
LOW
HIGH
NA
NA
LOW
LOW
MEDIUM
HIGH
LOW
NA
NA
NA
NA
LOW
NO
NA
NA
LOW
HIGH
NA
NA
NA
LOW
(3) Tidal Marsh Channel Stability
(3) Streamside Area Attenuation
Function Class Rating Summary
(1) Hydrology
LOW
LOW
NA
NA
NA
NA
NA
HIGH
HIGH
LOW
HIGH
LOW
LOW
LOW
NA
NO
NA
NA
MEDIUM
Stream Site Name
MEDIUM
NA
R-2577 Reverification Date of Evaluation
LOW
(4) Tidal Marsh Channel Stability
NA
NA
LOW
LOW
LOW
LOW
HIGH
HIGH
NA
NA
HIGH
NA
HIGH
NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
LOW
MEDIUM
USACE/
All Streams
NCDWR
Intermittent
NA
NA
(2) Flood Flow
J Grubb, P Butler/CEI
05/31/18
YES
YES
NO
Intermittent
LOW
MEDIUM
HIGH
LOW
(2) Baseflow
Stream Category Assessor Name/Organization
LOW
Pa1

USFWS IPAC
Accessed on January 25, 2023
R-2577ABC

US Fish and Wildlife Service Consultation Letter

R-2577ABC

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street Suite B
Asheville, North Carolina 28801

October 11, 2022

Eric Alsmeyer
Project Manager
U.S. Army Corps of Engineers, Wilmington District
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27127

Subject: Informal Consultation Improvements to US 158 (Reidsville Road) from US 421/I-40 Business in
Winston-Salem, Forsyth County to US 220 (I-73) in Stokesdale, Guildford County (R-2577ABC, Service
Log #07-313)

Dear Eric Alsmeyer:

On September 8, 2022, we received (via e-mail) your request for informal consultation and section 7
concurrence on effects the subject project may have on federally listed species. The action area for the
project overlaps the work areas of the Asheville and Raleigh Ecological Services Field Offices (ESFO).
The Asheville ESFO coordinated with the Raleigh ESFO and agreed to serve as the lead ESFO for this
project. We have reviewed the information you submitted and the following is provided in accordance
with the provisions of the National Environmental Policy Act (42 U.S.C.§ 4321 et seq.) (NEPA); the Fish
and Wildlife Coordination Act, as amended (16 U.S.C. 661 -667e); and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531 - 1543)(Act).

On July 5, 2022, the U.S. District Court of the Northern District Court of California vacated the 2019
regulations implementing section 7 of the Endangered Species Act (ESA). On September 21, 2022, the
Ninth Circuit Court of Appeals granted a request to stay the U.S. District Court of Northern California's
July 5, 2022, order that vacated the 2019 ESA regulations. As a result, the 2019 regulations are again in
effect, and the Service has relied upon the 2019 regulations in issuing our written concurrence on the
action agency’s “may affect, not-likely-to-adversely-affect” determination. However, because the
outcome of the legal challenges to the 2019 ESA regulations is still unknown, we considered whether our
substantive analyses and conclusions would have been different if the pre-2019 regulations were applied
in this informal consultation. Our analysis included the prior definition of "effects of the action.” We
considered all the “direct and indirect effects” and the “interrelated and interdependent activities” when
determining the “effects of the action.” We then considered whether any “effects of the action” that
overlap with applicable ranges of listed species would be wholly beneficial, insignificant, or discountable
to the species. As a result, we determined the substantive analysis and conclusions would have been the
same, irrespective of which regulations applied.

Project Description
According to the information provided, the North Carolina Department of Transportation (NCDOT)
Division 9 is proposing to improve US 158 (Reidsville Road) from the multi-lanes north of US 421/I-40
Business in Winston-Salem, Forsyth County to US 220 (I-73) in Stokesdale, Guildford County. The
project length extends 18.8 miles, 7.7 miles of which are in Guildford County. The project proposes to
widen the existing two-lane, two-way roadway to a multi-lane, median-divided facility, including a new

2
location section to bypass the existing US 158 alignment in Stokesdale. The project is divided into three
sections. Section A (R-2577A), extending from Old Greensboro Road in Winston-Salem to Belews
Creek Road in Forsyth County, is scheduled to let for construction in December 2023. Sections B
(extending from Belews Creek Road to Anthony Road in Guilford County) and C (extending from
Anthony Road to the US 158/US 220 junction in Stokesdale) are currently unfunded in the State
Transportation Improvement Plan program. The project is state-funded and the U.S. Army Corps of
Engineers (USACE) is the federal lead for section 7 purposes, as a phased Individual Clean Water Act
404 Permit is needed for all three sections of the project. The project has been reviewed through the
NEPA/Section 404 Merger Process with concurrence points 3 and 4A achieved for all three sections in
June 2019. The Merger Team also completed concurrence points 4B and 4C for section A in 2019.

NCDOT has committed to the following conservation measure:

• The sediment and erosion control plan will be designed in accordance with NCDOT’s Design
Standards in Sensitive Watersheds (DSSW) in portions of the project that drain to the Roanoke
River Basin.
Federally Listed Species
The correspondence received from USACE includes a recent and complete list of species that may occur
within the project area per our Information for Planning and Consultation website. As requested by
USACE, this consultation is solely for northern long-eared bat (Myotis septentrionalis) and Roanoke
logperch (Percina rex); however, information is provided for other federally designated species should
consultation be requested for those species in the future.

On September 21, 2022, the Service updated the consultation range for northern long-eared bat based on
the best available scientific data. The action area for this project is no longer within the consultation
range for the species. Therefore, we believe the project will have no effect on the northern long-eared
bat.

The provided information states that suitable habitat for Roanoke logperch exists within the action area in
Belews Creek, a tributary to the Roanoke River Basin. Permitted consultants did not detect the species
during a fish survey on September 29, 2021. Based on negative survey results and the commitment to
DSSW sediment and erosion control standards in this portion of the project, we concur with the USACE’s
“may affect, not likely to adversely affect” (NLAA) determination for Roanoke logperch.

The information provided states that suitable habitat for Schweinitz’s sunflower (Helianthus schweinitzii)
and small whorled pogonia (Isotria medeoloides) is present within the action area. NCDOT did not
observe these species during surveys on September 2 and October 7, 2021 and on June 1, 6, 14, and 15,
2021 (respectively). Based on negative survey results within the optimal windows for each species, we
would concur with a NLAA determination from the USACE for Schweinitz’s sunflower and small
whorled pogonia.

On September 14, 2022, the U.S. Fish and Wildlife Service (Service) published a proposal in the Federal
Register to list the tricolored bat (Perimyotis subflavus) as endangered under the Act. The Service has up
to 12-months from the date the proposal published to make a final determination, either to list the
tricolored bat under the Act or to withdraw the proposal. The Service determined the bat faces extinction
primarily due to the range-wide impacts of white-nose syndrome (WNS), a deadly fungal disease
affecting cave-dwelling bats across North America. Because tricolored bat populations have been greatly
reduced due to WNS, surviving bat populations are now more vulnerable to other stressors such as human
disturbance and habitat loss. Species proposed for listing are not afforded protection under the Act;

3
however, as soon as a listing becomes effective (typically 30 days after publication of the final rule in the
Federal Register), the prohibitions against jeopardizing its continued existence and “take” will apply.
Therefore, if you suspect your future or existing project may affect tricolored bats after the potential new
listing goes into effect, we recommend analyzing possible effects of the project on tricolored bats and
their habitat to determine whether consultation under section 7 of the Act is necessary. Conferencing
procedures can be followed prior to listing to ensure the project does not jeopardize the existence of a
species or adversely modify critical habitat. Contact your section 7 contact in the Asheville Ecological
Services Field Office for assistance.

Little brown bat (Myotis lucifugus) is an at-risk species (ARS) and monarch butterfly (Danaus plexippus)
is a candidate species that may occur in the project area. ARS and candidate species are not legally
protected under the Act and are not subject to any of its provisions, including section 7, unless they are
formally proposed or listed as endangered or threatened. The Service is expected to make listing
determinations for these species in the next few years. While lead federal agencies are not prohibited
from jeopardizing the continued existence of an ARS or candidate species unless the species becomes
listed, the prohibition against jeopardy and taking a listed species under section 9 of the Act applies as
soon as a listing becomes effective, regardless of the stage of completion of the proposed action. We
include this notification to make you aware of these species’ current status and potential occurrence
within the action area.

Fish and Wildlife Resource Recommendations
We are concerned about the potential effects the project could have within and surrounding the project
area and offer the following general recommendations for the benefit of fish and wildlife resources:

• Remove trees between October 15 and April 1 of any given year, outside the bat active season to
reduce impacts to bats. If this is not possible, we encourage avoidance of the maternity season
(May 15 – August 15), and/or spring migration period (April 1 to May 15), and/or fall migration
period (August 15 – October 15).

For the Service to be kept informed of actions minimizing or avoiding adverse effects or benefitting listed
species or their habitats, please provide notification of the implementation of any resource
recommendations.

Reinitiation Notice
We believe the requirements under section 7 of the Act are fulfilled for the federally listed species
discussed above. However, obligations under section 7 must be reconsidered if: (1) new information
reveals impacts of this proposed action may affect listed species or critical habitat in a manner not
previously considered, (2) this proposed action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed, or critical habitat is determined that may be
affected by the proposed action.

4

We appreciate the opportunity to provide these comments. Please contact Ms. Holland Youngman of our
staff at [e-mail] if you have any questions. In any future correspondence concerning
this project, please reference our Service Log #07-313.

Sincerely,

- - original signed - -

Janet Mizzi
Field Supervisor

Concurrence Point 4B/4C Meeting Minutes

R-2577ABC

Page 1 of 4

R-2577A 4B Interagency Concurrence Point Meeting Minutes

Date: June 12, 2019
Location: NCDOT Structures Conference Room
Time: 3:00 PM
Minutes Authored By: Jonathan Whittington

Attendees: John Jamison - NCDOT Env. Policy Unit Eric Alsmeyer - USACE
Amy Euliss – NCDOT Division 9 DEO Erik Seiler – NCDOT Hydraulics Unit
Garrison Seitz – NCDOT Division 9 Tony Houser – RK&K
Claire Ellwanger – USFWS Brent Huskey – RK&K
Marla Chambers – NCWRC Jonathan Whittington – RK&K

Via Telephone:
Connie James – NCDOT Division 9
Dave Wanucha - DWR
Robert Patterson - DWR

John Jamison opened with discussing an email he sent the previous week regarding Concurrence Points 3 and 4A. There have been some
design changes and per his conversations with USACE and DWR in May of 2019 it was decided that the concurrence forms should be re-
signed with some slightly amended language. Revised forms will be sent out via Docusign.

Brent Huskey then began to go through the 4B plan set.

Plan Sheets 4-5: There are no surface water or wetland impacts on these sheets.

Plan Sheet 6: There are no surface water or wetland impacts on this sheet.

Amy Euliss stated to add a History Property Boundary around the Church (located on top right side of plan sheet). John Jamison added to
make sure this boundary is placed on all versions of Plan Sheet 6.

Plan Sheet 7: There are currently no surface water or wetland impacts on this sheet.

Amy Euliss stated that the proposed 36” pipe outfall near stream SFJ may require Temporary Impacts when we get to 4C.

Plan Sheets 8-9: There are no surface water or wetland impacts on these sheets.

Plan Sheet 10: There are currently no surface water or wetland impacts on this sheet.

There was discussion about the pond located in the lower right side of the plan sheet. Brent Huskey stated the pond is not Jurisdictional per
the JD, and Amy Euliss added that the pond is a little amenity pond, that it is not related to stormwater.

Plan Sheet 11: There are no surface water or wetland impacts on this sheet.

Plan Sheet 12: Site #1 UT to Lowery Mill Creek, SFC: Stream SFC runs west to east through the project and is currently conveyed in a
42” RCP under -Y9- and through a 48” RCP under -L- at 100+92. This will be called out as Site 1. This crossing is identified in USGS and
soil survey mapping and is being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches
entering the stream do not have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides
of the site.

Page 2 of 4

Brent Huskey stated that the existing 42” and 48” pipes are undersized based on future land use hydrology calculations, and that the
recommendation for replacing or supplementing an additional pipe is dependent upon the Division’s preference for open-cut or bore and jack.
Connie James said the Division’s preference at this site is bore and jack.

Brent Huskey stated the stream slope is 2.5% and Amy Euliss said the pipe could be buried with sills. Amy also said that if the pipe will be
buried, to have a riprap pad in the bottom of the channel at the inlet and outlet. Use a ditch detail with riprap embedded in the channel bottom
backed with a geotextile lining. This is to retain the channel bed elevation near the pipe.

Amy Euliss stated that while the label SFD is shown on the plan sheet, the linework for the stream is not shown. It comes out of the wetland
WJA.

Eric Alsmeyer expressed concern about the angle of attack on the inlet side of the crossing. He said losing more stream length would be a
negative, but we also want the site to be stable.

Marla Chambers asked about the stream base width, which is 4 ft, and asked to make sure to have adequate pipe size for fish passage.

Amy Euliss stated that another location of impacts will be required on the outlet side due to Bank Stabilization for the proposed ditch tie-in.
This could still be part of Site 1, but add A, B, C, etc. to the site label. Erik Seiler also suggested adding bank stabilization to the other side of
the stream, opposite of the ditch tie-in.

Site #2 UT to Lowery Mill Creek, SFB: Stream SFB runs northwest to southeast through the project and is currently conveyed in a single
barrel 6’ x 6’ RCBC under -L- at 107+43. This will be called out as Site 2. This crossing is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not
have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The existing single barrel 6’ x 6’ RCBC is in good condition and will be retained and extended. The existing RCBC is not buried and therefore
the proposed culvert extensions will also not be buried.

Amy Euliss stated to add a note to the permit application that the existing culvert is not embedded and that it is not being replaced. Also note
on the plan sheet that the culvert extensions will not be buried.

Eric Alsmeyer asked about the proposed ditch linework shown near the channel realignment on the outlet side. He also asked that the
proposed ditch on the right side of the stream be angled towards where the proposed realignment ties-in.

Plan Sheets 13-14: There are no surface water or wetland impacts on these sheets.

Plan Sheet 15: Site #3 UT to Lowery Mill Creek, SFA: Stream SFA runs west to east through the project and is currently conveyed in a
30” HDPE under -Y14- at 13+32. This will be called out as Site 3. This crossing is identified in USGS and soil survey mapping and is being
identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not have to
meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The existing 30” HDPE will be replaced by a 60” RCP not buried because of the stream slope of 6.5%.

Amy Euliss said to armor the inlet and outlet channel bed due to the steep stream slope. However, if the stream is already lined with bedrock
then riprap would not be needed.

Marla Chambers asked if a cross vane would be possible to prevent head cutting. Amy stated that rock sills or riprap pads are the options
available, and that she prefers riprap pads on projects that have no natural channel design. Amy also said she likes to have a token rock sill
quantity in case it is needed in the field.

Site #4 Lowery Mill Creek, SEW: Stream SEW runs north to southeast through the project and is currently conveyed in a triple barrel
7’ x 10’ RCBC under -L- at 140+20. This will be called out as Site 4. This crossing is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not
have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The existing triple barrel 7’ x 10’ RCBC will be replaced by dual bridges. The bridges will be skewed 120 degrees and have identical span
arrangements of 1 @ 105’, 1@ 60’, for an overall length of 165’. The spill through abutments will have slopes of 1.5:1 normal to the abutment
cap and will be lined with Class II riprap.

Page 3 of 4

The left side of the stream will have a setback of approximately 20’ from the top of bank to abutment toe to maintain the floodplain width found
up and downstream of the crossing. This setback area will not be lined with riprap to provide an area for animal crossing. The right side of
the stream will have a setback of approximately 5’ from the top of bank to abutment toe for slope stability and to match the overbank width up
and downstream of the crossing.

Erik Seiler stated to add bank stabilization at all ditch tie-ins around the bridge crossing.

Eric Alsmeyer asked to make sure that the proposed interior bent is at the top of bank and not in the stream. He also stated to continue the
bank stabilization up the stream for any area underneath the proposed bridge. His area of concern was the upstream side of the crossing.

Dave Wanucha asked how we would approach the construction of this crossing. Tony Houser stated we would build the upstream bridge first
since there is no existing traffic there. Then we would remove the existing culvert and then build the downstream bridge.

Plan Sheet 16: There are no surface water or wetland impacts on this sheet. This sheet shows the U-2579B project which has been recently
constructed.

Plan Sheet 17: There are no surface water or wetland impacts on this sheet. This sheet shows the U-2579B project which has been recently
constructed.

Amy Euliss stated to add shading or hatching and note there are impacts from U-2579B. Amy also stated that the detour crossing for U-
2579B now incorporates natural channel design. Brent clarified that the existing two barrel 7’ x 6’ RCBC is recent construction.

Plan sheets 18-20: There are no surface water or wetland impacts on these sheets.

Plan Sheet 21: Site #5 UT to Martin Mill Creek, SET: Stream SET runs southwest to northeast through the project and currently runs
adjacent to the existing road. This will be called out as Site 5. This area is identified in USGS and soil survey mapping and is being identified
as jurisdictional in the JD. Since this area is in the Yadkin River Basin is does not have to meet the design criteria for buffer filtration. There
will be stream impacts as well as total take of wetland WHQ and most of wetland WHP.

Plan Sheet 22: Site #6 Martin Mill Creek, SES: Stream SES runs northwest to southeast through the project and is currently conveyed in a
single barrel 5’ x 5’ RCBC under -L- at 229+10. This will be called out as Site 6. This crossing is identified in USGS and soil survey mapping
and is being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do
not have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The existing single barrel 5’ x 5’ RCBC is in good condition and will be retained and extended. The existing RCBC is not buried and therefore
the proposed culvert extensions will also not be buried. The existing outlet is perched approximately 2’ above the channel bottom. The
proposed extension will not be perched. The existing culvert is undersized based on future land use hydrology calculations so a 48” RCP will
be added. This 48” pipe will act as a high flow pipe and will sit on a floodplain bench.

Amy Euliss stated to add a note to the plan sheet that the existing culvert is not embedded and that it is not being replaced. She also asked
to line the outlet channel bottom with riprap due to the scour noted at the existing outlet.

Plan Sheet 23: There are currently no surface water or wetland impacts on this sheet. Amy Euliss stated to add a History Property
Boundary around the Drive-In (located on top left side of plan sheet).

Plan Sheets 24-26: There are no surface water or wetland impacts on these sheets.

Plan Sheet 27: Site #7 Left Fork Belews Creek, SEL: Stream SEL runs south to north along the left side of the project and currently runs
adjacent to the existing road. This will be called out as Site 7. This area is identified in USGS and soil survey mapping and is being identified
as jurisdictional in the JD. Since this area is in the Roanoke River Basin is does not have to meet the design criteria for buffer filtration.
There will be stream impacts from the outfall of a 48” pipe.

Amy Euliss said to note the point where stream changes from Intermittent to Perennial, if that location is on the plan sheet. She also asked to
add a label where the JS starts. Amy said the 48” RCP would not need to be buried since the JS stream is not flowing through it.

Plan Sheets 28-30: There are no surface water or wetland impacts on these sheets.

Amy Euliss asked when to expect the 4C meeting. Brent Huskey said it would most likely be September. The Let Date for this project has
recently pushed back, so we are now requesting a 4C meeting in October 2019.

Page 4 of 4

Amy Euliss said to Eric Alsmeyer that this is a Phased IP, so they will be permitting projects A, B, and C together.

The meeting adjourned.

\\ral-srv02\v2\Projects\2016\16162_NCCenLSA\H01_R2577A_US158\Design\Hydraulics\DOCUMENTS\Permits\4B\R-2577A 4B Minutes Final.docx

Page 1 of 4

R-2577A 4C Interagency Concurrence Point Meeting Minutes

Date: November 20, 2019
Location: NCDOT Structures Conference Room
Time: 8:00 AM
Minutes Authored By: Brent Huskey

Attendees: Bill Barrett - NCDOT EAU Erik Seiler – NCDOT Hydraulics Unit
Robert Patterson - DWR Scott Blevins – RK&K
Nicholle Braspennichx – USACE Brent Huskey – RK&K
Marla Chambers – NCWRC Jonathan Whittington – RK&K

Via Telephone:
Amy Euliss – NCDOT Division 9 DEO Claire Ellwanger – USFWS
Connie James – NCDOT Division 9
Dave Wanucha – DWR (Division 9 & 11)
Kevin Mitchell – DWR (Division 13 & 14)

Introductions were made and then Brent Huskey started to go through the 4C plan set.

Permit Drawing Sheet 4 of 23: Site #1 UT to Lowery Mill Creek, SFC: Stream SFC runs west to east through the project and is currently
conveyed in a 42” RCP under -Y9- and through a 48” RCP under -L- at 100+92. This crossing is identified in USGS and soil survey mapping
and is being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do
not have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The design team is proposing to bore and jack a new 72” welded steel pipe, not buried, under -Y9- and -L- parallel to the existing pipes.

Bill Barrett stated at Site 1A, the impact in the summary sheet needs to be changed from “bank stabilization” to “armoring channel” when
there is rip rap placed in the channel bottom. Mr. Barrett also stated to remove “bank stabilization” from Site 1D as well as change “bank
stabilization” to “armoring channel” at Site 1E in the summary sheet.

Response: Site 1A has been changed from “bank stabilization” to “armoring channel”, “bank stabilization” has been removed from Site 1D and
“bank stabilization” has been changed to “armoring channel” for Site 1E.

Amy Euliss stated at Site 1D, to carry the lateral base ditch with rip rap to the outlet of the 72” pipe.

Response: The lateral base ditch with rip rap has been carried out to the outlet of the 72” pipe.

Marla Chambers asked if RK&K would try to hold a constant grade through the 72” pipe crossing to increase the chance of aquatic passage.
As of now, the pipe crossing changes slopes at every junction box structure resulting in a steep pipe slope that crosses under the -L-
alignment.

Response: RK&K redesigned the 72” pipe crossing to hold a constant grade of 2.5% through the hydraulic crossing. The revised pipe slopes
are shown in the pipe profile for the crossing, Permit Drawing Sheet 8 of 23.

Erik Seiler stated to show the existing pipes in the pipe profile for Site 1 on Permit Drawing Sheet 7 of 22.

Response: The existing pipe has been added to the pipe profile for the permit drawings.

Page 2 of 4

Permit Drawing Sheet 6 of 23: Site #2 UT to Lowery Mill Creek, SFB: Stream SFB runs northwest to southeast through the project and is
currently conveyed in a single barrel 6’ x 6’ RCBC under -L- at 107+43. This crossing is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not
have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The design team is proposing to extend the single barrel 6’x6’ RCBC on the upstream and downstream end of the crossing.

Bill Barrett stated to break out the upstream impacts to Site 2A – bank stabilization, Site 2B – armoring channel bed and bank and Site 2C –
stream impact from the culvert extension. Mr. Barrett also stated to break out the downstream impacts to Site 2D – stream impact from the
culvert extension and Site 2E – armoring channel bed and bank.

Response: For the final permit drawing plans, the rip rap in the proposed outlet channel tie-in will be extended so that it is armoring the
stream bed for Site 2E. The impacts have been broken out from Site 2A – Site 2E to address Mr. Barrett’s comment.

Permit Drawing Sheet 10 of 23: Site #3 UT to Lowery Mill Creek, SFA: Stream SFA runs west to east through the project and is currently
conveyed in a 30” HDPE under -Y14- at 13+32. This crossing is identified in USGS and soil survey mapping and is being identified as
jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not have to meet the
design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The design team is proposing to install 2 @ 42” RCPs, not buried and both pipes sitting at the same invert, at this crossing in place of the
existing pipe

In the 4B meeting held on June 12, 2019, RK&K was proposing a single 60” RCP at this crossing. During the final drainage design this
crossing was changed to 2 @ 42” RCPs as stated above due to headwater control reasons.

Bill Barrett stated at Site 3A, the impact in the summary sheet needs to be changed from “banks stabilization” to “armoring”.

Response: Site 3A has been changed from” bank stabilization” to “armoring channel.”

Marla Chambers stated that it is not preferred to split the base flow to due to debris clogging the pipes and destabilizing the crossing.

Nicholle Braspennichx asked Amy Euliss what type of permit this project was going to be, which Ms. Euliss stated that this will be an
Individual Permit. Ms. Braspennichx stated that due to the regional conditions on these permits that you are not supposed to split the base
flow. Ms. Euliss stated that it hasn’t been an issue in the past with splitting the base flow at crossings if the reason for doing so can justified in
the permit application. Jonathan Whittington made the statement that RK&K will go back try to design one pipe and this crossing. Erik Seiler
suggested at looking into putting a pipe arch for this crossing.

Erik Seiler stated to show the existing pipe on the pipe profile for Site 3 on Permit Drawing Sheet 11 of 22.

Response: The proposed 2 @ 42” RCPs has been changed back to a single 60” RCP pipe at this crossing to address the permitting
concerns. The existing pipe for this crossing has been added to the pipe profile for Site 3 on Permit Drawing Sheet 12 of 23.

Permit Drawing Sheet 10 of 23: Site #4 Lowery Mill Creek, SEW: Stream SEW runs north to southeast through the project and is
currently conveyed in a triple barrel 7’ x 10’ RCBC under -L- at 140+20. This crossing is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not
have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The design team is proposing to remove the existing triple barrel 7’ x 10’ RCBC and replace with dual bridges. The bridges will be skewed
120 degrees and have identical span arrangements of 1 @ 105’, 1@ 60’, for an overall length of 165’. The spill through abutments will have
slopes of 1.5:1 normal to the abutment cap and will be lined with Class II riprap.

The left side of the stream will have a setback of approximately 20’ from the top of bank to abutment toe to maintain the floodplain width found
up and downstream of the crossing. This setback area will not be lined with riprap to provide an area for animal crossing. The right side of
the stream will have a setback of approximately 5’ from the top of bank to abutment toe for slope stability and to match the overbank width up
and downstream of the crossing.

Bill Barrett stated to move “bank stabilization” to the front of the description for Site 4A and Site 4B in the summary sheet of the permit
drawings. Mr. Barrett stated that it is hard to see the text for “SEE INSET B”, Brent Huskey stated that this will be moved so the label is more
visible for the final permit set.

Page 3 of 4

Response: “Bank stabilization” has been added to the front of the description for Site 4A and Site 4B. The text for “SEE INSET B” has been
moved to be visible.

Permit Drawing Sheet 14 of 23 & Permit Drawing Sheet 16 of 23: Site #5 UT to Martin Mill Creek, SET: Stream SET runs southwest to
northeast through the project and currently runs adjacent to the existing road. This area is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this area is in the Yadkin River Basin is does not have to meet the design criteria for buffer
filtration. There will be stream impacts as well as total take of wetland WHQ and most of wetland WHP.

The design team is proposing a channel change that will tie to UT to Martin Mill Creek before intersecting the proposed fill slope of US-158,
running parallel with the roadway facility for approximately 386’ and intersecting Martin Mill Creek before it crosses under US-158 in a RCBC.

Amy Euliss stated to remove the small amount of hand clearing and replace it with mechanized clearing.

Response: The hand clearing impact has been removed and replaced with mechanized clearing.

Permit Drawing Sheet 16 of 23: Site #6 Martin Mill Creek, SES: Stream SES runs northwest to southeast through the project and is
currently conveyed in a single barrel 5’ x 5’ RCBC under -L- at 229+10. This crossing is identified in USGS and soil survey mapping and is
being identified as jurisdictional in the JD. Since this crossing is in the Yadkin River Basin the proposed ditches entering the stream do not
have to meet the design criteria for buffer filtration. There will be stream impacts on the up and downstream sides of the site.

The design team is proposing to retain and extend the existing single barrel 5’ x 5’ RCBC. The existing RCBC is not buried and therefore the
proposed culvert extensions will also not be buried. The existing outlet is perched approximately 2’ above the channel bottom. The proposed
extension will not be perched. The existing culvert is undersized based on future land use hydrology calculations so a 48” welded steel pipe
will be bored and jacked parallel to the existing culvert. This 48” pipe will act as a high flow pipe and will sit on a floodplain bench.

Bill Barrett stated to break out the upstream impacts to Site 6A – armoring channel, Site 6B – stream impact from the culvert extension. Mr.
Barrett also stated to break out the downstream impacts to Site 6C – stream impact from the culvert extension, Site 6D – armoring channel
and Site 6E – bank stabilization.

Response: Site 6A has been revised to “armoring channel, Site 6B has been revised to “upstream culvert extension”, Site 6C has been
revised to “downstream culvert extension” and previous Site 6D and Site 6E has been combined into just Site 6D which has been revised to
“armoring channel”. Due to the US 158 alignment shift that took place after the 4C meeting, the proposed lateral ditch now ties into the
channel improvement of the culvert extension on the downstream side of the crossing which eliminates the need for bank stabilization.

Amy Euliss stated to add the culvert floodplain bench detail to the plans. Brent Huskey stated that the detail will be added to the ditch detail
sheet, Permit Drawing Sheet 2 of 22.

Response: The culvert floodplain bench details has been added to the plans on Permit Drawing Sheet 3 of 23.

Permit Drawing Sheet 21 of 23: Site #7 Left Fork Belews Creek, SEL: Stream SEL runs south to north along the left side of the project
and currently runs adjacent to the existing road. This area is identified in USGS and soil survey mapping and is being identified as
jurisdictional in the JD. Since this area is in the Roanoke River Basin is does not have to meet the design criteria for buffer filtration. There
will be stream impacts due to the road widening in this location.

The design team is proposing a 48” RCP that will outlet into the stream with a drop structure to reduce the velocity of the water that will be
coming out of the pipe.

Robert Patterson asked RK&K if it would be possible to break up the drainage network and add an outlet on the left side of the -L- to allow
there to be more treatment before it ties into the jurisdictional stream. Brent Huskey stated that yes this could be revised to achieve more
treatment. Erik Seiler suggested to add an outlet at point where the pipe increases from an 18” pipe to a 24” pipe on the left side of -L-.

Response: The drainage has been revised in this area to outlet into the lateral ditch on the left of the -L- alignment to provide more treatment
before it reaches the jurisdictional stream.

Bill Barrett stated that in the 4B meeting, Amy Euliss asked for RK&K to add a label on the plans identifying where the jurisdictional stream
begins as well as a label of where the stream changes from intermittent to perennial. Mr. Barrett noted that the “begin jurisdictional stream”
label was added but was wondering if RK&K was able to determine the transition from intermittent to perennial. Brent Huskey stated that
there wasn’t anything in the environmental documents that pointed out if that transition took place any where near this project. Mr. Barrett
stated that he would look further into this.

Page 4 of 4

Response: With direction from Mr. Barrett and Ms. Euliss, labels have been added to the permit drawings showing the approximate location
of where Stream SEL changes from an intermittent stream to a perennial stream.

It was discussed at the end of the meeting to wait for the revisions to be made at the Walkertown Community Park before submitting the 4C
meeting minutes and revised plans per the 4C meeting. When the minutes and the plans are sent out, please provide a summary of what
changed to the plans as well as a time frame to have final comments back to RK&K.

Response: Here is a summary of what has changed on the project to avoid the Walkertown Community Park:
· To avoid all right of way claims with Walkertown Community Park, that is a 6(f) property, a shift was put in place from -L- 202+25 to
242+09 that shifted US-158 approximately 30 feet to the southeast. The shift affected the alignment of -Y16- (Old Belews Cr. Road)
and -Y17- (Darrow Road).
· For the purpose of R-2577A permit drawings, the alignment shift affected Permit Site 5 and Permit Site 6 as follows:
o Permit Site 5 – Impacts were reduced for stream SET and Wetland WHP
o Permit Site 6 – There are less impacts on the upstream side and more impacts on the downstream side Stream SES
compared to the plans that were provided at the 4C meeting. The overall stream impacts to Stream SES did not change
much but the culvert extensions and supplemental pipe had to be revised to line up with the stream again.

Response: A set of updated Permit Drawings have been provided with the final 4C meeting minutes to reflect the changes that have been
made to these two permit sites.

Robert Patterson stated to make sure the stormwater management plan is submitted with the final 4C plans and meeting minutes.

Response: The stormwater management plan has been provided as part of the final 4C plans and meeting minutes.

The meeting adjourned.

\\ad.rkk.com\fs\Cloud\Projects\2016\16162_NCCenLSA\H01_R2577A_US158\Design\Hydraulics\DOCUMENTS\Permits\4C\R-2577A 4C Minutes
Final.docx

Tribal Coordination Documentation

R-2577ABC

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 9
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: ncdot.gov
Location:
375 SILAS CREEK PARKWAY
WINSTON-SALEM, NC 27127

March 23, 2020

Dr. Wenonah Haire
Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, SC 29730

Dear Dr. Haire,

The North Carolina Department of Transportation is conducting the project development, environmental,
and engineering studies for the widening of US 158 (Reidsville Road) in Forsyth and Guilford Counties as
projects R-2577ABC I-5880. The US Army Corps of Engineers is the lead federal agency for compliance
with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation
Act (NHPA) and permits are anticipated under the Section 404 Process with the USACE. The project
vicinity map is attached. The coordinates of this project are from approximately 36.122380, -80.180128 in
Forsyth County to 36.246564, -79.920837 in Guilford County.

We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the project including recommendation of alternates to be studied. Your comments
may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental
Document Consultations and/or Section 404 permit.

In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties
of traditional religious or cultural importance that you are aware of that may be affected by the proposed
project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the
NHPA, we will maintain strict confidentiality about certain types of information regarding historic
properties.

Please respond by May 15, 2020 so that your comments can be used in the scoping of this project. If you
have any questions concerning this project, or would like any additional information, please contact me at
[e-mail] or [phone].

Thank you,

Amy Euliss
NCDOT Division 9 Environmental Officer

cc: Matt Wilkerson, NCDOT Archaeology Team Leader
Nicholle Braspennickx, USACE Charlotte Regulatory Field Office
Connie James, PE, NCDOT Division Project Manager
Karen Reynolds, PE, NCDOT Project Management Group
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
2
Figure S-1: Project Vicinity Map

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933

April 21, 2020

Attention: Amy Euliss
NC Department of Transportation
375 Silas Creek Parkway
Winston-Salem, NC 27127

Re. THPO # Project # Project Description
2020-193-164 R-2577ABC Widening of US 158 in Forsyth and Guilford Counties

Dear Ms. Euliss,

The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However, the Catawba are to be notified if Native American
artifacts and / or human remains are located during the ground disturbance phase
of this project.

If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail
[e-mail].

Sincerely,
Wenonah G. Haire
Tribal Historic Preservation Officer

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, South Carolina 29730

Office 803-328-2427
Fax [phone]

November 2022 Effects Form

R-2577ABC

SEPA EA/FONSI

R-2577ABC

12/12/2018
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
12/12/2018
12/12/2018
12/13/2018
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
i
Table of Contents
S. PROJECT SUMMARY ........................................................................................................................ 1
S.1 Type of Action .......................................................................................................................... 1
S.2 Project Description ................................................................................................................... 1
S.3 Summary of Purpose and Need ................................................................................................ 1
S.4 Alternatives Considered ........................................................................................................... 3
S.5 NCDOT LEDPA/Selected Alternative ......................................................................................... 3
S.5.1 Sections A and B ................................................................................................................... 3
S.5.2 Section C .............................................................................................................................. 3
S.6 Summary of Environmental Effects........................................................................................... 5
S.7 Permits Required ..................................................................................................................... 6
S.8 Coordination ............................................................................................................................ 6
S.9 Contact Information ................................................................................................................. 7
1. DESCRIPTION OF PROPOSED ACTION .............................................................................................. 8
1.1 General Description ................................................................................................................. 8
1.2 Historical Resume and Project Schedule ................................................................................... 8
1.3 Cost Estimates.......................................................................................................................... 9
2. PURPOSE AND NEED FOR PROJECT ............................................................................................... 10
2.1 Purpose of Project .................................................................................................................. 10
2.2 Need for Project ..................................................................................................................... 10
2.2.1 Capacity Deficiencies and Traffic Volumes ...................................................................... 10
2.2.2 Mobility and Connectivity ............................................................................................... 11
2.2.3 Other Potential Benefits of Proposed Project .................................................................. 11
2.3 Description of Existing Conditions .......................................................................................... 12
2.3.1 Functional Classification ................................................................................................. 12
2.3.2 Physical Description of Existing Facilities ......................................................................... 12
2.4 Transportation Plans .............................................................................................................. 13
2.4.1 North Carolina Transportation Improvement Program.................................................... 13
2.4.2 Local Transportation Plans .............................................................................................. 13
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
ii
3. ALTERNATIVES .............................................................................................................................. 16
3.1 Preliminary Study Alternatives ............................................................................................... 16
3.1.1 Alternative Modes of Transportation .............................................................................. 16
3.1.2 Transportation Systems Management ............................................................................ 16
3.1.3 Improve Existing Facility ................................................................................................. 16
3.1.4 New Location Alternatives .............................................................................................. 17
3.1.5 No-Build Alternative ....................................................................................................... 17
3.2 Detailed Study Alternatives .................................................................................................... 17
3.3 NCDOT LEDPA/Selected Alternative ....................................................................................... 18
4. PROPOSED IMPROVEMENTS ......................................................................................................... 19
4.1 Roadway Cross Section and Alignment ................................................................................... 19
4.1 Right-of-Way and Access Control ........................................................................................... 19
4.2 Speed Limit and Design Speed ................................................................................................ 19
4.3 Anticipated Design Exceptions................................................................................................ 19
4.4 Intersections/Interchanges..................................................................................................... 21
4.5 Service Roads ......................................................................................................................... 21
4.6 Railroad Crossings .................................................................................................................. 21
4.7 Hydraulic Structures ............................................................................................................... 21
4.8 Bicycle and Pedestrian Facilities ............................................................................................. 22
4.9 Utilities .................................................................................................................................. 22
4.10 Traffic Operations .................................................................................................................. 23
4.10.1 2040 No-Build................................................................................................................. 23
4.10.2 2040 Build Alternative 2 ................................................................................................. 23
4.10.3 2040 Build Alternative 3 ................................................................................................. 23
4.11 Safety ..................................................................................................................................... 23
5. ENVIRONMENTAL EFFECTS OF PROPOSED ACTION ....................................................................... 25
5.1 Natural Resources .................................................................................................................. 25
5.1.1 Biotic Resources ............................................................................................................. 25
5.1.2 Waters of the United States............................................................................................ 26
5.1.3 Rare and Protected Species ............................................................................................ 27
5.2 Cultural Resources ................................................................................................................. 31
5.2.1 Historic Resources .......................................................................................................... 31
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
iii
5.2.2 Archaeological Resources ............................................................................................... 32
5.3 Farmland ................................................................................................................................ 33
5.4 Social Effects .......................................................................................................................... 33
5.4.1 Demographics ................................................................................................................ 33
5.4.2 Neighborhoods/Communities ......................................................................................... 34
5.4.3 Relocation of Residences and Businesses ........................................................................ 34
5.4.4 Environmental Justice ..................................................................................................... 35
5.4.5 Bicycle and Pedestrian Facilities...................................................................................... 37
5.4.6 Recreational Facilities ..................................................................................................... 38
5.4.7 School Bus Usage............................................................................................................ 38
5.5 Economic Effects .................................................................................................................... 38
5.6 Land Use ................................................................................................................................ 39
5.6.1 Existing Land Use and Zoning .......................................................................................... 39
5.6.2 Local Area Plans and Development ................................................................................. 39
5.7 Indirect and Cumulative Effects .............................................................................................. 40
5.8 Flood Hazard Evaluation ......................................................................................................... 45
5.9 Traffic Noise Analysis ............................................................................................................. 45
5.9.1 Introduction ................................................................................................................... 45
5.9.2 Traffic Noise Impacts and Noise Contours ....................................................................... 46
5.9.3 Traffic Noise Abatement Measures ................................................................................. 46
5.9.4 Noise Barriers ................................................................................................................. 46
5.9.5 Traffic Noise Summary.................................................................................................... 47
5.10 Air Quality Analysis ................................................................................................................ 48
5.11 Hazardous Material ................................................................................................................ 48
5.12 Summary of Environmental Consequences ............................................................................. 48
6. COMMENTS AND COORDINATION ................................................................................................ 49
6.1 Public Outreach and Meetings ............................................................................................... 49
6.2 Merger Process ...................................................................................................................... 49
6.3 Other Agency Coordination .................................................................................................... 50
7. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT ......................................................................... 51
8. REFERENCES .................................................................................................................................. 52
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
iv
List of Figures
Figure S-1: Project Vicinity Map .............................................................................................................. 2
Figure S-2: Project Study Area and Alternatives...................................................................................... 4
Figure 4-1: Proposed Typical Sections ................................................................................................... 20
Figure 5-1: Future Land Use Study Area and Probable Development Areas .......................................... 42
Figure 5-2: Land Use Scenario Assessment Matrix ................................................................................ 44
List of Tables
Table S-1: Widening Options in Sections A & B ....................................................................................... 3
Table S-2: Impacts Summary ................................................................................................................... 5
Table 3: Project Cost ............................................................................................................................... 9
Table 4: Existing and Future No-Build Annual Average Daily Traffic (AADT) Volumes .......................... 10
Table 5: Other STIP Projects in the Vicinity of the Study Area .............................................................. 13
Table 6: NCDOT LEDPA/Selected Alternative ........................................................................................ 18
Table 7: Proposed Hydraulic Structures for Major Stream Crossings .................................................... 22
Table 8: Project Area Crash Rates ......................................................................................................... 24
Table 9: Anticipated Impacts to Terrestrial Communities ..................................................................... 25
Table 10: Federally Protected Species Listed for Forsyth and Guilford Counties ................................... 28
Table 11: Historic Resource Determinations ......................................................................................... 32
Table 12: Population Trends ................................................................................................................. 34
Table 13: Predicted Traffic Noise Impacts by Section ............................................................................ 46
Table 14: Preliminary Noise Barrier Evaluation Results ........................................................................ 47
Appendices
Appendix A – Agency Coordination
Appendix B – Traffic Volumes
Appendix C – Cultural Resource Coordination
Appendix D – Relocation Reports
Appendix E – Merger Team Concurrence Forms
Appendix F – Supporting Figures
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
v
Acronyms and Abbreviations
Term Definition
AADT Average Annual Daily Traffic
AEC Area of Environmental Concern
APE Area of Potential Effects
BMP Best Management Practices
CFR Code of Federal Regulations
CIA Community Impact Assessment
CIW Citizens Informational Workshop
CLOMR Conditional Letter of Map Revision
CO Carbon Monoxide
CP Concurrence Point
CTP Comprehensive Transportation Plan
CWA Clean Water Act
dB(A) decibel
DMS [NC] Division of Mitigation Services
DPM Design Public Meeting
DSA Demographic Study Area
DWR [NC] Division of Water Resources
EA Environmental Assessment
EEP Ecosystem Enhancement Program
FEMA Federal Emergency Management Agency
FHWA Federal Highway Administration
FLUSA Future Land Use Study Area
FONSI Finding of No Significant Impact
GIS Geographic Information System
GS [NC] General Statute
HPO [NC] Historic Preservation Office
HUC Hydrologic Unit Code
HQW High Quality Water
LEDPA Least Environmentally Damaging Practicable Alternative
LOMR Letter of Map Revision
LOS Level of Service
LUSA Land Use Scenario Assessment
LWCF Land and Water Conservation Fund
MAP-21 Moving Ahead for Progress in the 21st Century
mph miles per hour
MPO Metropolitan Planning Organization
MTP Metropolitan Transportation Plan
NAAQS National Ambient Air Quality Standards
NAC Noise Abatement Criteria
NC North Carolina
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
vi
Term Definition
NCDCR North Carolina Department of Cultural Resources
NCDEQ North Carolina Department of Environmental Quality
NCDPR North Carolina Division of Parks and Recreation
NCDOT North Carolina Department of Transportation
NCFMP North Carolina Floodplain Mapping Program
NCNHP North Carolina Natural Heritage Program
NEPA National Environmental Policy Act of 1969
NFIP National Flood Insurance Program
NHPA National Historic Preservation Act
NHS National Highway System
NLEB Northern long-eared bat
NPS National Park Service
NRCS Natural Resources Conservation Service
NRHP National Register of Historic Places
NSA Noise Study Area
NRTR Natural Resources Technical Report
NSW Nutrient Sensitive Waters
OSA Office of State Archaeology
PART Piedmont Authority for Regional Transportation
PBO Programmatic Biological Opinion
PDA Probable Development Area
PNA Primary Nursery Area
RCBC Reinforced Concrete Box Culvert
RCP Reinforced Concrete Pipe
SEPA State Environmental Policy Act
SHC Strategic Highway Corridors
SLOPES Standard Local Operating Procedure for Endangered Species
SR State Route
STC Strategic Transportation Corridors
STIP State Transportation Improvement Program
TSM Transportation Systems Management
TTST Tractor Trailer Trucks
USACE US Army Corps of Engineers
USC United States Code
USDA US Department of Agriculture
USEPA US Environmental Protection Agency
USFWS US Fish and Wildlife Service
UST Underground Storage Tank
UT Unnamed Tributary
VAD Voluntary Agriculture District
VPD Vehicles Per Day
WQC Water Quality Certification
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
Green Sheet – Project Commitments Page 1 of 2
PROJECT COMMITMENTS
US 158 (REIDSVILLE ROAD) IMPROVEMENTS
FROM MULTI-LANES NORTH OF US 421/I-40 BUSINESS IN WINSTON-SALEM TO US 220 (I-73)
IN STOKESDALE
FORSYTH AND GUILFORD COUNTIES, NORTH CAROLINA
WBS No. 37405.1.1
STIP No. R-2577
NCDOT – Division 9 – Duke Energy Conveyance Permit
Duke Energy owns all the land within and immediately adjacent to Belews Lake. A conveyance
permit from Duke Energy will be obtained prior to the removal of the existing bridge along US
158 over Belews Lake, and the construction of proposed dual replacement bridges. The North
Carolina Department of Transportation (NCDOT) Division 9 staff will coordinate with Duke
Energy to obtain a conveyance permit for implementation conditions of the conveyance permit
for the final design and construction of the project.
NCDOT – Division 9 – FEMA
Forsyth and Guilford counties are participants in the National Flood Insurance Program (NFIP),
administered by the Federal Emergency Management Agency (FEMA). This project will involve
construction activities on or adjacent to FEMA regulated streams. Based on the most current
information available from the North Carolina Floodplain Mapping Program (NCFMP), the
project will cross Lowery Mill Creek, Belews Creek, and Belews Lake, all of which have an
associated 100-year floodplain. Additionally, the project will cross a regulatory floodway at
Lowery Mill Creek and Belews Creek. The Hydraulics Unit will coordinate with the NCFMP to
determine the status of the project with regard to applicability of the NCDOT Memorandum of
Agreement with the NCFMP, or approval of a Conditional Letter of Map Revision (CLOMR) and
subsequent final Letter of Map Revision (LOMR). This project involves construction activities on
or adjacent to a FEMA-regulated stream. Therefore, engineers from NCDOT Divisions 7 and 9
shall submit sealed as-built construction plans to the NCDOT Hydraulics Unit upon completion
of project construction, certifying that the drainage structures and roadway embankments
located within the 100-year floodplain were built as shown in the construction plans, both
horizontally and vertically.
NCDOT – Division 9 – Northern long-eared bat
Since this project is state-funded, the U.S. Army Corps of Engineers (USACE) will act as the lead
agency for issues related to the northern long-eared bat (NLEB). The USACE has developed a
Standard Local Operating Procedure for Endangered Species (SLOPES) to address NLEB when
they are the lead agency, which NCDOT will follow for the portions of the project within
Forsyth County. The requirements of the SLOPES for NLEB will be completed prior to Let and
will be submitted to USACE.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
Green Sheet – Project Commitments Page 2 of 2
NCDOT – Divisions 7 and 9 – Water Quality
The NCDOT will attempt to avoid and minimize impacts to streams and wetlands to the
greatest extent practicable during the final design phase of this project. Design standards for
sensitive watersheds will be implemented for portions of the project occurring in the Jordan
Lake watershed.
NCDOT – Division 7 – Northern long-eared bat
After project completion, the contract administrator for construction must submit the actual
amount of tree clearing reported in tenths of acres. This information should be submitted to
the NCDOT Biological Surveys group.
NCDOT – Right-of-Way Branch – Voluntary Agricultural Districts
The project will impact three VAD properties. If right-of-way will be acquired from VAD
properties through eminent domain, the Forsyth County VAD Ordinance requires the Forsyth
County Agricultural Advisory Board hold a public hearing concerning the proposed
condemnation, before condemnation may be initiated. Any VAD lands converted to non-
agricultural use as part of a temporary construction easement must be returned to farmable
condition by the project completion. If any VAD property holders refuse settlement, the NCDOT
Right-of-Way Branch must contact the Project Management Unit and Division Project
Development in order to pursue a public hearing, before pursuing condemnation.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
1
S. PROJECT SUMMARY
S.1 Type of Action
The proposed action is listed in the North Carolina Department of Transportation (NCDOT) 2018-2027
State Transportation Improvement Program (STIP) as Project Number R-2577 and is state funded. This
combined State Environmental Assessment / Finding of No Significant Impact (EA/FONSI) is being
conducted for the project in accordance with the North Carolina Environmental Policy Act (SEPA),
which was established to ensure that state agencies review the environmental effects of all activities
that involve an action by a state agency and expenditure of public monies, or involve the private use of
public land, and have a potential negative environmental effect upon natural resources, public health
and safety, or natural beauty, or negatively impact historic or cultural elements of the state.
S.2 Project Description
The NCDOT proposes to improve US 158 (Reidsville Road) from the multi-lanes north of US 421/I-40
Business in Winston-Salem (Forsyth County) to US 220 (I-73) in Stokesdale (Guilford County) for a total
length of approximately 18.8 miles. The project proposes to widen the existing two-lane, two-way
roadway to a multi-lane, median-divided facility, including a new-location section to bypass the existing
US 158 alignment in Stokesdale (see Figure S-1). R-2577 is divided into three sections:
•Section A begins at Old Greensboro Road in Winston-Salem and extends to Belews Creek Road
(SR 1965) in Forsyth County;
•Section B begins at Belews Creek Road (SR 1965) in Forsyth County and extends to Anthony
Road (SR 2034) in Guilford County; and,
•Section C begins at Anthony Road (SR 2034) in Guilford County and extends to the junction of
US 158 and US 220 (I-73) in Stokesdale, including a new location bypass section of existing
US 158 through Stokesdale.
Right-of-way acquisition and construction for each of the three sections will occur independently. This
environmental document, as well as permitting for the project, will encompass all sections. Section A
and Section B are programmed in the current 2018-2027 STIP for right-of-way acquisition to begin in
2020 and 2024 and construction in 2022 and 2026, respectively. Section C is currently unfunded for
both right-of-way and construction.
S.3 Summary of Purpose and Need
The purpose of the project is to improve the traffic carrying capacity and level of service (LOS) along
US 158, within the project limits. The project is needed to correct existing transportation deficiencies
along this section of US 158 that cause additional travel delays, increase the potential for accidents,
and contribute to the inefficient operation of motor vehicles.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
2
Figure S-1: Project Vicinity Map

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
3
S.4 Alternatives Considered
Sections A and B were divided into a total of seven widening option segments. Three widening options
were considered for each segment: northern widening, southern widening, and transitional “best-fit”
widening. The Merger Team, consisting of federal, state, and local resource and permitting agency
representatives, narrowed these options down to a single, preferred widening option for each of the
seven segments (See Table S-1).
In Section C, six new-location alternatives and one improve-existing alternative were originally
considered in the vicinity of Stokesdale. Two of the new-location alternatives were carried forward for
detailed study. These bypass alternatives were Alternative 2, a southern bypass of the Stokesdale town
center, and Alternative 3, a northern bypass of the Stokesdale town center (see Figure S-2).
S.5 NCDOT LEDPA/Selected Alternative
S.5.1 Sections A and B
NCDOT and the Merger Team concurred on the Least Environmentally Damaging Practicable Alternative
(LEDPA) as a combination of northern and transitional widening options in Sections A and B, as shown in
Table S-1.
Table S-1: Widening Options in Sections A & B
Project Segment Segment Termini Design Options for Further Study
Segment 1 West of Old Greensboro Road to Darrow Road Northern widening
Segment 2 Darrow Road to N.C. 66 Transitional widening
Segment 3 NC 66 to Flat Rock Road Transitional widening
Segment 4 Flat Rock Road to Goodwill Church Road Transitional widening
Segment 5 Goodwill Church Road to Peaceful Valley Drive Transitional widening
Segment 6 Peaceful Valley Drive to Coldwater Road Transitional widening
Segment 7 Coldwater Road to Anthony Road Northern widening
S.5.2 Section C
NCDOT and the Merger Team selected Alternative 3, the northern bypass, for Section C.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
4
Figure S-2: Project Study Area and Alternatives
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
5
S.6 Summary of Environmental Effects
No significant adverse impacts are anticipated as a result of the proposed project. Table S-2 gives a
summary of the resources and impacts resulting from the NCDOT recommended alternative.
Table S-2: Impacts Summary
Impact Type R-2577 Impacts
Project Length (miles) 18.8
Schools 0
Churches 0
Cemeteries 4
Retirement Homes 3
Voluntary Agricultural Districts (No. of Impacts / Total Ac.) 3 / 3.6
Relocations Residential 144
Businesses 15
Traffic Noise
Impacts
Residential 257
Businesses 0
Other 2
Total Impacts 259
Historic Properties (Listed on or Eligible for the National Register) 2
Section 6(f) Properties 0
Federally Listed Species 3
Forested Areas (acres) 134
Wetlands (acres) 1.4
Streams Crossings 34
Linear Feet 6,690
Ponds / Lake (acres) 4.4
Jordan Lake
Stream Buffers
Zone 1 Buffer (Ac) 4.9
Zone 2 Buffer (Ac) 3.5
100-year Floodplain & Floodway (Ac) 11.2
Hazardous
Material Sites
USTs 8
Inactive Hazardous Sites 1
Adverse/Disproportionate Impacts to Minority/Low Income Populations No
Right-of-way Cost ($Million) 98.3
Utility Relocation Cost ($Million) 1.6
Construction Cost ($Million) 124.7
Total Cost ($Million) 224.6*
Note: Impacts were calculated using the preliminary design slope stakes plus 25 feet.
*Total cost does not include mitigation costs.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
6
S.7 Permits Required
The proposed construction of the US 158 Improvements project will result in several activities requiring
environmental regulatory permits from state and federal agencies. A list of these permits, organized by
issuing agency, is provided below. NCDOT will obtain all necessary permits prior to construction.
United States Army Corps of Engineers - Section 404 Permit: any action that proposes to place fill into
“Waters of the United States” falls under the jurisdiction of the United States Army Corps of Engineers
(USACE), under Section 404 of the Clean Water Act (CWA) [33 USC 134]. The CWA provides for public
notice and review of pending Section 404 permit applications. Encroachments into areas determined as
subject under the CWA must be reviewed and approved by the USACE through the Section 404 program.
A Section 404 Individual Permit will likely be applicable for this project, due to the quantity of stream
and wetland impacts anticipated. The USACE holds the final discretion as to what permit will be required
to authorize project construction.
North Carolina Department of Environmental Quality, Division of Water Resources - Section 401
Water Quality Certification: any activity that may result in discharge to navigable waters and requires a
federal permit must obtain a 401 Certification through the North Carolina Department of Environmental
Quality (NCDEQ) Division of Water Resources (DWR) that such discharge would be in compliance with
applicable state water quality standards. This permit is required in association with the Section 404
permitting process and is required prior to Section 404 authorization.
Jordan Lake Riparian Buffer Rules Authorization Certificate: any non-exempt activity within the 50-foot
(15.2-meter) wide riparian buffer along all perennial and intermittent streams in the Jordan Lake
watershed requires an authorization certificate, which would be applied for in combination with the 401
Certification. A list of allowable uses in buffers is provided in the rules.
Duke Energy Conveyance Permit: NCDOT will need to obtain a conveyance permit from Duke Energy
prior to the removal of the existing bridge on US 158 over Belews Lake and the construction of dual
bridges at the same location of the existing bridge. NCDOT Division 9 staff will coordinate with Duke
Energy to obtain the conveyance permit prior to construction and to implement conditions of the
conveyance permit into the final design and construction of the project.
S.8 Coordination
The following federal, state, and local agencies were consulted during the preparation of this document.
The project was also reviewed through the NEPA / Section 404 Merger Process, commonly referred to as
the Merger Process, in coordination with these agencies:
• US Army Corps of Engineers (USACE)
• US Fish and Wildlife Service (USFWS)
• US Environmental Protection Agency (USEPA)
• NC Department of Natural and Cultural Resources – Historic Preservation Office (HPO)
• NC Department of Environmental Quality - Division of Water Resources (NCDWR)
• NC Wildlife Resources Commission (NCWRC)
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
7
•Winston-Salem Urban Area Metropolitan Planning Organization (MPO)
•Greensboro Urban Area MPO
See Appendix A for comments received from federal, state, and local agencies regarding this project.
S.9 Contact Information
Additional information concerning the proposal and assessment can be obtained by contacting the
following:
Karen Reynolds, Project Manager
NCDOT Project Management Unit
1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone: [phone]
Email: [e-mail]
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
8
1. DESCRIPTION OF PROPOSED ACTION
1.1 General Description
The North Carolina Department of Transportation (NCDOT) proposes to widen approximately 18.8 miles
of US 158 (Reidsville Road) to a multi-lane facility, from the existing multi-lane section north of
US 421/I-40 Business in Winston-Salem, Forsyth County, to US 220 (I-73) in Stokesdale, Guilford County.
The proposed project is included in the 2018-2027 State Transportation Improvement Program (STIP) as
project number R-2577. The project is divided into three sections for funding and construction purposes,
sections A, B, and C. R-2577A begins at the multi-lanes north of US 421/I-40 Business in Forsyth County
and ends at SR 1965 (Belews Creek Road), just north of Vance Road in Forsyth County. R-2577B begins at
SR 1965 (Belews Creek Road) in Forsyth County and ends just north of SR 2034 (Anthony Road) in
Guilford County. R 2577C begins just north of SR 2034 (Anthony Road) in Guilford County and ends at US
220 (I-73) in Guilford County.
US 158 is currently a mostly two-lane, two-way, undivided facility with no control-of-access within the
majority of the project study area. US 158 is designated as a Rural Principal Arterial and provides a link
between I-40 in Winston-Salem and US 220 (I-73) north of Greensboro. The proposed project would
upgrade US 158 to a four-lane, median-divided facility with a combination of no control-of-access and
partial control-of-access. See Figure S-1 for a map of the project vicinity.
1.2 Historical Resume and Project Schedule
Start-of-study and scoping for the project was held in 2000. The project was placed on hold several
times between 2006 and 2012, when it lost funding in the STIP. Project milestones and their associated
dates are shown below:
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
9

The current project schedule is as follows:
• R-2577A: Right-of-Way Acquisition – 2020; Construction 2022
• R-2577B: Right-of-Way Acquisition – 2024; Construction 2026
• R-2577C: Right-of-Way Acquisition and Construction – not funded
1.3 Cost Estimates
The project is State-funded. Updated project cost estimates are show in Table 3.
Table 3: Project Cost
Project Section Right-of-Way
($Million)
Utilities
($Million)
Construction
($Million)
Total Project
Cost ($Million)*
Part A 36.3 0.53 35.4 72.2
Part B 25.4 0.33 40.9 66.6
Part C 36.6 0.73 48.4 85.7
Total 98.3 1.59 124.7 224.6
*Total cost does not include mitigation costs.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577
STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
10
2.PURPOSE AND NEED FOR PROJECT
2.1 Purpose of Project
The primary purpose of the proposed project is to improve traffic flow and level of service (LOS) along
approximately 19 miles of US 158 between Winston-Salem in Forsyth County to US 220 (I-73) in Guilford
County.
2.2 Need for Project
The project is needed due to existing and projected transportation deficiencies along this section of US
158 that cause additional travel delays, increase the potential for accidents, and contribute to the
inefficient operation of motor vehicles.
2.2.1 Capacity Deficiencies and Traffic Volumes
Capacity deficiencies exist along US 158 in the project study area and level of service is projected to
decline by the Design Year 2040. The current (2017) No-Build annual average daily traffic (AADT)
volumes on existing US 158 range from 21,000 at the project beginning in Section A, to 7,000 east of the
US 220 (I-73) interchange, the project ending terminus. By the Design Year 2040, the No-Build AADT
volumes along US 158 are expected to range from 24,400, at the beginning of the project in Section A, to
8,100 east of the US 220 (I-73) interchange (see Table 4). The truck forecast in 2040 is anticipated to
range between four percent and six percent for dual axle trucks (Duals) and four percent to twelve
percent for tractor trailer trucks (TTST).
Table 4: Existing and Future No-Build Annual Average Daily Traffic (AADT) Volumes
Project Section 2017/2040 AADT Traffic Segments
Section A Old Greensboro Road to Winston-
Salem Northern Beltway
Winston-Salem Northern Beltway to
Belews Creek Road
2017 15,300 - 21,000 13,300 – 16,800
2040 16,900 – 21,700 16,300 – 24,400
Section B Belews Creek Road to Anthony Road
2017 8,500 – 9,600
2040 9,700 – 11,000
Section C Anthony Road to NC 68 NC 68 to east of US 220 (I-73)
2017 8,500 – 11,700 7,000 – 10,200
2040 9,900 – 14,900 8,100 – 15,600
What is Level of Service (LOS)?
The traffic carrying ability of a roadway is defined by a LOS letter grade A through F, which indicates
the ability for a highway to carry traffic. LOS A indicates free-flow conditions and LOS F indicates
extreme delay. The maximum capacity of a roadway is defined by LOS E.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
11
In 2040, twenty (20) out of thirty (30) intersections analyzed within the project study area would
function at a level of service (LOS) E or F during at least one peak hour (AM Peak or PM Peak). These
projected deficiencies would cause substantial travel delay, increase the potential for accidents, and
contribute to the inefficient operation of motor vehicles. Traffic forecast figures are located in
Appendix B, and show existing and future no-build conditions along US 158, as well as build conditions
for the years 2017 and 2040.
2.2.2 Mobility and Connectivity
The proposed project was one of 55 highway corridors across the state defined in the North Carolina
Strategic Highway Corridors (SHC) Policy, adopted by the North Carolina Board or Transportation in
2004. The SHC Policy represented a timely initiative to protect the mobility and connectivity functions of
critical highway facilities, while promoting environmental stewardship through maximizing the use of
existing facilities to the extent possible.
The SHC Policy was replaced by the North Carolina Strategic Transportation Corridors (STC) Network
that represents the NCDOT highest priority for long-term preservation and improvement of 25 corridors
across the State. US 158, between Winston Salem and US 220 (I-73), is not identified as one of the 25
STC corridors, but it is shown as a “low volume US Route” on the Strategic Corridor Element 2: Freight
and Passenger Mobility Map. The objective of these routes is to serve “major inter-regional travel with
higher levels of service, moving high volumes of passenger or freight traffic, and providing multiple
transportation opportunity in travel or shipping in the corridor.”
US 158, between Winston-Salem and US 220 (I-73) north of Greensboro, is also listed in the National
Highway System (NHS), which includes roadways that are important to the nation’s economy, defense,
and mobility. It is identified as a “Moving Ahead for Progress (MAP)-21 Principal Arterial” on the NHS
map for Winston Salem, North Carolina.
2.2.3 Other Potential Benefits of Proposed Project
In addition to the project satisfying the stated purpose and need, the following benefits are anticipated
to result from the project:
• Reduce the potential for traffic collisions at intersections by restricting turn movements, using
the synchronized street/superstreet concept;
• Improve traffic flow by providing partial control-of‐access, one driveway access per property, for
most of the project length;
• Better accommodate higher volumes of motor vehicles and trucks by providing additional travel
lanes; and,
• Reduce congestion and travel times.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
12
2.3 Description of Existing Conditions
2.3.1 Functional Classification
Functional classification is the process of grouping roadways into classes, according to the character of
service they are intended to provide. These are defined by the Federal Highway Administration (FHWA)
as arterials, collectors, or local roadways. The Functional Classification System identifies US 158 as a
principal arterial in the Winston-Salem and Walkertown areas, and a minor arterial eastward to
Stokesdale. Principal arterials provide a high degree of mobility by serving major centers of metropolitan
areas, as well as providing mobility through rural areas. Minor arterials serve smaller geographic areas
and offer connectivity to the higher arterial system, such as principal arterials, freeways, and
expressways.
Based on the NCDOT Functional Classification System, the major roadways within the project study area
have the following classifications:
• NC 66 – Minor arterial
• NC 65 – Minor arterial
• NC 68 – Principal arterial
• US 220 (I-73) – Principal arterial
2.3.2 Physical Description of Existing Facilities
The existing roadways in the project study area are shown on Figure S-1 and are described below:
US 158 (Reidsville Road) is a primarily two-lane highway with grass shoulders within the project study
area that connects I-40 Business/US 421 in Winston-Salem with US 220 (I-73) north of Greensboro.
There is currently no control-of-access along US 158, which limits the level of mobility and travel speeds
through the corridor, due to numerous driveways for residences and businesses on both sides of the
road. The existing right-of-way of US 158, within the project study area, varies between 60 feet and
300 feet, and the existing speed limit varies between 35 miles per hour (mph) and 55 mph.
NC 66 (Old Hollow Road) is mostly a two-lane highway with grass shoulders that crosses over US 158 in
Walkertown, in Forsyth County. The existing speed limit along NC 66 within the project study area is 45
mph. There is currently no control-of-access along NC 66 within the project study area. STIP Project
U-5824 proposes to widen NC 66 north of US 158 and would also improve the intersection with US 158.
STIP Project U-5824 is programmed in the 2018-2027 STIP and is scheduled for right-of-way acquisition
in 2020 and construction in 2022.
NC 65 (Belews Creek Road) is a two-lane highway with grass shoulders that intersects US 158 in
Stokesdale, in Guilford County. The existing speed limit along NC 65 within the project study area is
35 mph. There is currently no control-of-access along NC 65 within the project study area.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
13
NC 68 is mostly a two-lane highway with grass shoulders that crosses over US 158 in Stokesdale, in
Guilford County. The existing speed limit along NC 68 within the project study area varies between 35
mph and 50 mph. There is currently no control-of-access along NC 68 within the project study area.
US 220 (I-73) is the eastern terminus of the project and is a four-lane, median-divided facility. US 220 is
part of the future I-73 corridor that starts in Myrtle Beach, South Carolina, and runs through North
Carolina and further north through Virginia, West Virginia, Ohio, and Michigan. A new interchange has
recently been constructed where US 158 connects with US 220 (I-73). Full control-of-access exists along
US 158 near the new interchange with US 220 (I-73).
2.4 Transportation Plans
This section describes the consistency of the project with transportation plans.
2.4.1 North Carolina Transportation Improvement Program
The proposed US 158 improvements are included in the NCDOT 2018-2027 STIP as Project No. R-2577.
Other major STIP projects in the vicinity of this project are listed in Table 5.
Table 5: Other STIP Projects in the Vicinity of the Study Area
STIP No. Description Schedule in Fiscal Years (FY)
R-5823 NC 65 in Stokesdale (southernmost intersection) to
US 220 / Future I-73. Widen to multi-lanes.
Right-of-Way and Utilities: FY
2021; Construction: FY 2023
R-2413 NC 68 at SR 2011 (Edgefield Road) in Guilford County
to US 220-NC 68 intersection in Rockingham County.
Four-lane freeway, on new location, NC 68 to US 220
and four lanes along US 220 to NC 68 in Rockingham
County.
Currently under construction
U-2579 Winston-Salem Northern Beltway, Eastern Section, I-
74/ US 311 to US 52. Multi-lane freeway on new
location.
Currently under construction
U-5824 NC 66 (Old Hollow Road) from Harley Drive to US 158
in Walkertown. Widen to multi-lanes.
Right-of-Way and Utilities: FY
2020; Construction: FY 2022
Source: NCDOT 2018-2027 State Transportation Improvement Program, Divisions 7 and 9.
2.4.2 Local Transportation Plans
The transportation planning process is a comprehensive process that integrates urban area planning
practices with local, regional, and statewide transportation planning practices. The transportation
planning process identifies needs by evaluating land development and population growth trends in
urbanized areas. The process begins through cooperative efforts between the NCDOT Transportation
Planning Branch and local planning officials. The following sections describe local transportation plans
and the proposed project compatibility with these plans.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
14
2.4.2.1 Winston-Salem 2040 Metropolitan Transportation Plan
The Winston-Salem Urban Area Metropolitan Planning Organization (MPO) adopted the 2040
Metropolitan Transportation Plan (MTP) on September 17, 2015, and the plan was approved by FHWA
on October 1, 2015. The 2040 MTP mapping shows R-2577A with a completion date between 2022 and
2030, and R-2577B is shown with a completion date of 2026-2035. Section C does not fall within the
boundaries of this plan.
2.4.2.2 Winston-Salem Urban Area Comprehensive Transportation Plan
The Winston-Salem Urban Area MPO, with help from the NCDOT, studied and developed its
Comprehensive Transportation Plan (CTP), which was adopted May 17, 2012, in order to forecast future
transportation needs. The plan identifies Sections A and B of the R-2577 project as being over capacity
by the year 2035. The plan recommends roadway improvements in these sections to accommodate the
projected increase in traffic and to maintain a LOS D. Section C does not fall within the boundaries of
this plan.
2.4.2.3 Winston-Salem Urban Area Collector Street Plan
The purpose of the Winston-Salem Urban Area Collector Street Plan (2007) is to inventory the existing
collector street network and develop a plan for future collector streets that will promote connectivity by
creating an efficient and balanced street system for automobiles, transit, pedestrians, and bicycles. The
plan recommends a number of connector street projects in the area of the R-2577 project. Major
collector street projects include the extension of Williston Road from Old Belews Creek Road to US 158,
the Walkertown Bypass, and an east-west connector from the Walkertown Bypass across US 158 to Old
Valley School Road. All of these projects are currently unfunded, with no identified construction dates.
2.4.2.4 Greensboro 2040 Metropolitan Transportation Plan
The 2040 Greensboro MTP was adopted by the Greensboro Urban Area MPO in September 2015. This
plan provides an assessment of future area multi-modal transportation needs, potential issues with
project recommendations, air quality analysis, and future transportation funding recommendations.
R 2577C is listed in the plan as a 2031-2040 roadway project. Sections A and B do not fall within the
boundaries of this plan.
2.4.2.5 Greensboro Urban Area MPO Comprehensive Transportation Plan
The Greensboro CTP (2010) is a long-term list of recommended transportation improvements. The plan
does not include specific timelines, costs, or funding sources. The CTP components include highways,
bicycle and pedestrian facilities, public transportation, and passenger rail. The Greensboro CTP
recommends the following projects in the R-2577 project study area:
• US 158 corridor, including both the R-2577 project and extending eastward from US 220 (I-73)
into Rockingham County, is identified as a boulevard that needs improvement along existing
sections. The new-location segment of R-2577C in Stokesdale is also included in the Highway
Map recommendations.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
15
• NC 68, from Greensboro to the Rockingham County line, is identified as an existing boulevard
that needs improvement.
2.4.2.6 PART Regional Transit Development Plan
The Piedmont Authority for Regional Transportation (PART) Regional Transit Development Plan (2010)
was developed to evaluate the existing transportation network of the region, travel patterns, routes,
destination centers, infrastructure, and other areas of transportation influence. The plan seeks to
identify existing and future transportation needs throughout the region, in an effort to develop a
sustainable, effective, and efficient regional system – the 2025 Regional Transit Vision. The 2025
Regional Transit Vision includes a range of transit recommendations for the region, including future
express bus route service along the Reidsville Road (US 158) corridor between Business 40 in Winston-
Salem and Old Hollow Road (NC 66) in Walkertown, where a future Park-and-Ride lot would be located.
The PART 2025 Regional Transit Vision has been adopted by each MPO and RPO in the Triad region, and
recommendations of the plan incorporated into the MTPs for each jurisdiction. Since adoption of the
2025 Regional Transit Vision, PART Board of Trustees and member counties have worked to secure
funding for several of the plan’s recommendations. As of August 2018, funding had not been secured for
implementation of the US 158 express bus route service.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
16
3. ALTERNATIVES
3.1 Preliminary Study Alternatives
The alternatives considered for the proposed project are described in this section. Each alternative is
evaluated with respect to its ability to meet the purpose of and need for the proposed action. A
discussion of the alternatives considered, the process of elimination of those alternatives not
determined reasonable, and the basis for the selection of the alternatives carried forward for detailed
study are provided in this section. The performance measure for evaluating potential alternatives with
respect to the stated project purpose and need is the ability to provide improved LOS along US 158
between I-40 in Forsyth County to US 220 (I-73) in Guilford County.
3.1.1 Alternative Modes of Transportation
There are limited transit options currently available in the sections of Forsyth and Guilford counties
containing the project. While the introduction of transit options, as well as the implementation of local
bicycle and pedestrian accommodations, could aid in reducing congestion in the project area, these
options alone would not adequately meet the purpose of the project in improving traffic flow and LOS
between Winston-Salem in Forsyth County and US 220 (I-73) in Guilford County. Therefore, NCDOT
eliminated alternative transportation modes from further consideration.
3.1.2 Transportation Systems Management
Transportation Systems Management (TSM) measures typically consist of low-cost, minor transportation
improvements to an existing facility, in place of large-scale modifications. TSM is designed to maximize
the use and energy efficiency of a facility and to enhance traffic operations, while minimizing
construction expenditures There are two main types of TSM improvements: operational and physical.
Operational changes are largely administrative in nature and include traffic law enforcement, flexible
work hours to stagger traffic, turn prohibitions, speed restrictions, and signal phasing or timing changes.
Physical changes are usually more financially intensive and include turn-lanes, striping, warning devices,
improved warning and information signs, and high occupancy vehicle lanes.
Although it is likely that signal coordination and intersection improvements along portions of US 158
could modestly reduce congestion, this alternative does not adequately meet the purpose of the
project, by improving traffic flow and level of service between Winston-Salem in Forsyth County and US
220 (I-73) in Guilford County. Therefore, NCDOT eliminated the TSM Alternative from further
consideration.
3.1.3 Improve Existing Facility
NCDOT considered alternatives to improve the existing facility throughout the project. Sections A and B
were further divided into seven segments to develop widening option alternatives. Three widening
options were considered for each segment: northern widening, southern widening, and transitional
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
17
“best-fit” widening. Through the Merger process, NCDOT refined these options to a single preferred-
widening alignment for each project segment.
NCDOT also considered an “improve-existing” alternative for Section C, in Stokesdale. In coordination
with the Merger Team, NCDOT eliminated this alternative early in the Merger Process, due to a high
number of impacts to historic properties and due to many potential relocations along existing US 158
through Stokesdale.
3.1.4 New Location Alternatives
In addition to the improve-existing alternatives, NCDOT also considered six new-location alternatives for
Section C. Alternative 1 was developed from the Stokesdale thoroughfare plan; Alternative 2 was
developed from the Greensboro MPO plan; Alternative 3 proposed a northern bypass around the
Stokesdale town center; and Alternatives 1A, 1B, and 2A were combinations of Alternatives 1 and 2. A
figure showing the location of the six new-location alternatives is located in Appendix F.
3.1.5 No-Build Alternative
The No-Build Alternative offers no improvements to the project area. This alternative assumes that all
other projects currently planned or programmed in the STIP will be constructed, as proposed.
This alternative does not satisfy the project purpose of improving traffic flow and LOS on US 158
between Winston-Salem and US 220 (I-73). Although the No-Build Alternative would not meet the
purpose and need for the project, it is retained, in accordance with NEPA (40 CFR 1502.14(d)) and FHWA
guidance, for further consideration as a baseline for comparing potential impacts of other alternatives.
3.2 Detailed Study Alternatives
As detailed in Section 6 below, NCDOT and the Merger Team concurred that the detailed study
alternatives carried forward for R-2577 consisted of:
• In Sections A and B, a single widening alignment for Segments 1, 2, 4, 5, 6, and 7
• Where Sections A and B abut, two widening alternatives for Segment 3 (a southern widening
and a transitional widening)
• In Section C, two new-location alternatives, R-2577C Alternative 2 and R-2577C Alternative 3
(see Figure S-2).
In Section C, Alternative 2 diverges on new location to the south of US 158, just east of the SR 2014
(Anthony Road)/US 158 intersection, traverses to the south side of Stokesdale, crosses NC 68 just south
of Prince Edward Road, ties back into existing US 158 just east of the existing Ellison Road intersection,
and ends at the project eastern terminus, just east of the US 220 (I-73) interchange. Alternative 2 is
approximately 6.3 miles long, with 4.6 miles on new location.
R-2577C Alternative 3 follows existing US 158 from just east of the SR 2014 (Anthony Road)/US 158
intersection and diverges on new location at the Branson Road intersection with US 158, traverses to
the north side of Stokesdale, has a proposed interchange at the existing NC 65 and NC 68 intersection,
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
18
ties back into existing US 220 (I-73) at the Athens Road intersection with US 158, and ends at the project
eastern terminus just east of the US 220 (I-73) interchange. Alternative 3 is approximately 6.6 miles
long, with 3.0 miles on new location.
3.3 NCDOT LEDPA/Selected Alternative
NCDOT and the Merger Team concurred on the Least Environmentally-Damaging Practicable Alternative
(LEDPA) being an overall “best-fit” widening of US 158 for Sections A and B in Walkertown and Belews
Creek, with widening occurring on the north side of US 158 in widening segments 1 and 7, and
transitional widening in segments 2 through 6. NCDOT also garnered concurrence on Alternative 3, the
northern bypass of the Stokesdale town center, as the LEDPA for Section C, in the Stokesdale vicinity.
Table 6 shows the NCDOT recommendations for widening along Sections A and B, as well as the
recommended new-location alternative (Alternative 3) in Section C.
Table 6: NCDOT LEDPA/Selected Alternative
Project
Section
Widening
Segment Segment Termini LEDPA
A 1 West of Old Greensboro Road to Darrow Road Northern widening
A 2 Darrow Road to NC 66 Transitional widening
A&B 3 NC 66 to Flat Rock Rd. Transitional widening
B 4 Flat Rock Road to Goodwill Church Road Transitional widening
B 5 Goodwill Church Road to Peaceful Valley Drive Transitional widening
B 6 Peaceful Valley Drive to Coldwater Road Transitional widening
B 7 Coldwater Road to Anthony Road Northern widening
C n/a Anthony Rd. to US 220 (I-73) Alternative 3 (North of
Stokesdale)
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
19
4. PROPOSED IMPROVEMENTS
4.1 Roadway Cross Section and Alignment
The proposed typical section is a four-lane, median-divided facility with two 12-foot lanes in each
direction of travel. Some portions of the project would have curb and gutter, and other sections would
have 8-foot outside grass shoulders and/or 6-foot grass inside shoulders. The project would include
superstreet concepts, including bulb-outs for U-turns. No bicycle or pedestrian facilities are proposed at
this time; however, a 10-foot wide berm would be provided for the sections where curb and gutter
would be constructed, which would accommodate any future sidewalks.
Figure 4-1 shows a depiction of the proposed typical sections for this project.
4.1 Right-of-Way and Access Control
The existing right-of-way along US 158 within the project study area varies between 60 and 300 feet.
The proposed right-of-way widths would vary between 130 and 300 feet.
There is currently no control-of-access along existing US 158, which limits the level of mobility and travel
speeds through the corridor. Suburban areas along the corridor, primarily in northeast Winston-Salem,
Walkertown, and Stokesdale (Sections A and C), have developed with a large number of residential,
institutional, and commercial driveway connections within close proximity of one another. However,
most new residential subdivisions along the corridor have been designed with a single shared access
point. The more rural portion of the corridor, largely through Section B, has fewer existing driveway
connections, which are spaced further apart.
The project would provide partial control-of-access for most of its length, with no control-of-access
provided at the beginning and end of the project. Full control-of-access will be provided at the proposed
interchange of the future Winston-Salem Northern Beltway (STIP Project U-2579) and at the proposed
interchange at NC 68 for the new-location bypass (STIP Project R-2577C).
4.2 Speed Limit and Design Speed
Existing speed limits along the corridor range between 35 and 55 miles per hour (mph). US 158 would
have a design speed of 50 mph from Old Greensboro Road to NC 66 (Old Hollow Road), and a design
speed of 60 mph from NC 66 to NC 65 (Belews Creek Road) and on the new-location portion of the
project in the Stokesdale vicinity.
4.3 Anticipated Design Exceptions
No design exceptions are anticipated for this project.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
20
Figure 4-1: Proposed Typical Sections

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
21
4.4 Intersections/Interchanges
The project design proposes the use of synchronized streets, also referred to as superstreets, at most of
the intersections along US 158, as well as on the proposed bypass. Synchronized streets provide for
reduced delay and simultaneous coordination of both main street travel directions. Synchronized streets
reduce the number of collisions at intersections by restricting turn movements. Side-street travelers
who wish to cross or turn left at a synchronized street intersection must first turn right and then make a
U-turn at a designated U-turn location to return to their desired route direction. The project proposes U-
turn bulbs at major intersections or between intersections, throughout the project length. Synchronized
streets have been shown to alleviate congestion and increase travel capacity.
The project proposes one interchange, at the new location crossing of US 158 with NC 68, north of
Stokesdale. In addition, the Winston-Salem Northern Beltway project (U-2579), currently under
construction, would include an interchange within the project study area at the beltway crossing with
US 158, near Walkertown.
4.5 Service Roads
No service roads would be proposed along this project. The project would provide partial access control
and would not require any service roads to be constructed.
4.6 Railroad Crossings
The project does not cross any existing rail lines.
4.7 Hydraulic Structures
A preliminary hydraulic study conducted for the proposed project analyzed the proposed roadway at
new-location stream crossings, as well as at existing stream crossings of US 158. The study provides a
preliminary structure size for new crossings and evaluates the adequacy of existing drainage structures.
The project crosses ten major streams, requiring pipes or culverts larger than a 72-inch pipe. Eight of
these major stream crossings are along existing US 158, and two of the crossings are along the new
location portion of Section C. NCDOT proposes new bridge crossings over streams at three locations.
Large culverts are currently located under US 158 at the Lowery Mill Creek and the Belews Creek
crossings. These culverts would be replaced with dual bridges at both locations. The existing bridge over
Belews Lake would also be replaced with dual bridges. These preliminary hydraulic recommendations
for major project stream crossings are summarized in Table 7.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
22
Table 7: Proposed Hydraulic Structures for Major Stream Crossings
Project
Section Stream Name Existing Structure Proposed Structure
A UT to Lowery Mill Creek 1-barrel 6’x6’ RCBC Retain and extend
A Lowery Mill Creek 3-barrel 7’x10’ RCBC Replace with dual bridges 85’ long
A UT to Lowery Mill Creek 1-barrel 5’x5’ RCBC Retain and extend, supplement with
42” RCP
A Martin Mill Creek 1-barrel 5’x5’ RCBC Retain and extend, supplement with
42” RCP
B Belews Creek 6-barrel, 9’x7’ RCBC Replace with dual bridges 110’ long
B UT to Belews Creek 1-barrel 4’x5’ RCBC Retain and extend
B UT to Belews Creek 1-barrel 5’x5’ RCBC Retain and extend, supplement with
42” RCP
B Belews Lake

Bridge 164 - 3 span
bridge 94’6” long
Replace with dual bridges 100’ long
C UT to Rock Branch N/A Construct 1-barrel 6’x6’ RCBC
C Troublesome Creek N/A Construct 1-barrel 10’x8’ RCBC
Note: UT = unnamed tributary, RCBC = reinforced concrete box culvert, RCP = reinforced concrete pipe.
Major stream crossing means the hydraulic structure required is greater than a 72” pipe.
Duke Energy owns all the land within and immediately adjacent to Belews Lake. NCDOT will obtain a
conveyance permit from Duke Energy, prior to the removal of the existing bridge on US 158 over Belews
Lake. The construction of the proposed dual bridges will be in the same location of the existing bridge.
NCDOT Division 9 staff is coordinating with Duke Energy to obtain the conveyance permit prior to
construction of the roadway widening on fill and the proposed new dual bridges. They will implement
the conditions of the conveyance permit into the final design and construction.
4.8 Bicycle and Pedestrian Facilities
There are currently no bicycle or pedestrian facilities along the US 158 corridor, with the exception of
the downtown core in Stokesdale, which contains sidewalk facilities. No bicycle or pedestrian facilities
are currently proposed as part of the project.
4.9 Utilities
Existing utilities within the project study area include gas lines, electric lines, telephone lines, cable
television lines, and water lines. The potential relocation of existing utilities along the proposed project
due to the widening of US 158 (R-2577AB) has been reviewed and assessed. Proposed utility easements
(PUE) for the relocation of the various utilities have been incorporated into the preliminary design plans.
There is a pump station located on the north side of US 158 in Section A, just east of the Grover Street
intersection, that will be moved, since widening would occur on the north side in this area. The City of
Winston-Salem has constructed a pipe bridge on the south side of the existing bridge over Belews Lake
for a 12-inch water main that will be relocated when the new bridges over the lake are constructed
(R-2577B). Additional coordination with the City of Winston-Salem for the relocation of the pump
station and the water main will be done during the final design phase of that project section.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
23
4.10 Traffic Operations
NCDOT’s traffic capacity analysis considered the 2040 No-Build, 2040 Build Alternative 2, and 2040 Build
Alternative 3 traffic operations scenarios. The analysis assumed that the following fiscally-constrained
projects are in place in the future year 2040:
• U-2579 – Winston-Salem Northern Beltway (Future I-74)
• R-2413 – NC 68-US 220 Connector
• R-2580A – Widening of US 158 from US 220 to US 29
• U-5824 – NC 66 Widening from Harley Drive to US 158
4.10.1 2040 No-Build
A traffic capacity analysis was performed for the 2040 No-Build conditions AM and PM peak periods, for
all of the intersections and freeway segments located within the proposed alignment of the project. In
2040, 20 out of 30 intersections analyzed within the project study area would function at a level of
service (LOS) E or F during at least one peak hour (AM Peak or PM Peak).
4.10.2 2040 Build Alternative 2
A traffic capacity analysis was performed for the 2040 Build Alternative 2, which included widening in
R-2577 Sections A and B and the southern bypass alternative in Section C. The Build Alternative 2
analysis was based on the preliminary design plans prepared for the design public meetings held in
October 2017, and congestion management guidelines from NCDOT. Fifty-six out of the 60 intersections
analyzed performed at LOS D or better in both the AM and PM peak hours. Three intersections
performed at LOS E, and five intersections performed at LOS F, during at least one peak hour. All five of
the LOS F locations and two of the LOS E locations are stop-sign controlled, and failed due to the low
minor side-street turning volumes. The third LOS E location is at the existing US 158 at NC 68 signalized
intersection in Stokesdale. No improvements are proposed at this location, as the Stokesdale town
center will be bypassed.
4.10.3 2040 Build Alternative 3
A traffic capacity analysis was performed for the 2040 Build Alternative 3, which included widening in R-
2577 Sections A and B and the northern bypass alternative in Section C. Sixty-three out of the 69
intersections analyzed performed at LOS D or better in both peak hours. Four intersections performed at
LOS E, and two intersections performed at LOS F, during at least one peak hour. Both the LOS F locations
and three of the LOS E locations are stop-sign controlled, and failed due to the low minor side street
turning volumes. The fourth LOS E location is at the existing US 158 and SR 2102 (Angel Pardue Road)/
Purgason Lane, an unsignalized intersection within Stokesdale. No improvements are proposed at this
location, as the Stokesdale town center will be bypassed.
4.11 Safety
A crash analysis was completed in 2016, covering the entire project area. A total of 666 crashes were
reported for the 18.9-mile section of US 158 during the period of November 1, 2011, to October 31,
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
24
2016. For the purposes of crash rate comparison, this section of US 158 is classified as a two-lane rural
US route. Crash rates in the project area were compared to 2013-2015 statewide crash rates for other
two-lane rural US routes, and were found to exceed the statewide crash rate and the critical crash rate
for comparable routes. The fatal crash rate within the project area also exceeds the statewide fatal crash
rate. These crash rates are summarized in Table 8.
Table 8: Project Area Crash Rates
Rate Crashes per 100 MVM Statewide Rate* Critical Rate**
Total 183.35 146.62 157.21
Fatal 1.93 1.67 2.92
*2013-2015 statewide crash rate for 2-Lane Undivided Rural US Routes in North Carolina
**Based on the statewide crash rate (95% level of confidence).

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
25
5. ENVIRONMENTAL EFFECTS OF PROPOSED ACTION
This section describes and assesses potential impacts to the existing economic, social, physical, and
natural environments within the project study area. The information presented in this section is a
summary of information NCDOT previously analyzed in more detail in technical studies and reports,
which are appended by reference.
5.1 Natural Resources
Biologists evaluated the natural systems and conducted field work in the project area from May 16,
2011 through November 17, 2011. Jurisdictional areas identified in the study area were verified by the
US Army Corp of Engineers (USACE) and the North Carolina Division of Water Resources (NCDWR) on
January 10 and February 1, 2012. Natural resources in the project study area are documented in the
Natural Resources Technical Report (NRTR) (NCDOT 2012).
The study area lies in the Piedmont Physiographic Region of North Carolina. Topography in the project
vicinity is comprised of gently rolling hills with narrow, level floodplains along streams. Elevations in the
study area range from 720 to 990 feet above sea level. Land use consists of agricultural, residential,
industrial, and commercial development. Commercial development is centered around Stokesdale, and
significant industrial activity takes place east of Stokesdale along the US 158 corridor.
5.1.1 Biotic Resources
Four terrestrial communities were identified in the project study area: maintained/disturbed, floodplain
forest, mixed hardwood forest, and pine stand. Terrestrial communities in the study area may be
impacted by project construction, as a result of grading and paving of portions of the study area.
Anticipated impacts to each terrestrial community type were calculated using the preliminary design
slope stakes plus 25 feet for the LEDPA (Table 9). More information on the terrestrial community types
and locations in the project study area are provided in the NRTR.
Table 9: Anticipated Impacts to Terrestrial Communities
Community Coverage (acres)
Maintained/Disturbed 454
Floodplain Forest 1
Mixed Hardwood Forest 131
Pine Stand 2
Total 588
Note: Impacts were calculated using the preliminary design slope stakes plus 25 feet.
Construction, staging, and stockpiling operations will result in the disruption of the resident wildlife
population adjacent to the roadway. The clearing of habitats, human activity, and noise from
construction operations will result in the displacement of mobile wildlife species. Non-mobile species
will be lost as habitat is converted to construction areas.
Maximum disruption of wildlife communities will occur when project construction begins, as displaced
animals are forced to compete for space with other nearby resident wildlife and human populations.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
26
These impacts will be minimized as much as possible by restricting land clearing and construction
operations within the project right-of-way. Off-site staging and stockpiling areas will be located to
impact the least amount of natural habitat as possible. Stockpiling and staging areas will be revegetated
after construction, which could provide replacement habitat for some species. Expected impacts to
terrestrial communities due to project construction are expected to be minimal.
5.1.2 Waters of the United States
“Waters of the United States” include surface waters and wetlands (inundated or saturated areas that
support vegetation typically adapted to wet conditions) as defined in 33 CFR 328.3. Impacts to Waters of
the United States fall under the jurisdiction of the USACE through Section 404 of the Clean Water Act
(33 USC 1344) and under the jurisdiction of the NCDEQ DWQ through the Section 401 Water Quality
Certification Process (NC General Statutes Chapter 143 Article 21, Part 1).
5.1.2.1 Water Resources
Water resources in the project study area are part of the Cape Fear, Roanoke, and Yadkin river basins
[US Geological Survey (USGS) Hydrologic Units 03030002, 03010103, and 03040101, respectively]. One
hundred seventy-four (174) streams were identified in this study area.
Thirty-two ponds (including Belews Lake) were located in the study area, totaling approximately 60
acres (see figure in Appendix F). Twenty-six of these ponds have connections to perennial and/or
intermittent streams (jurisdictional), while the remaining six ponds (PN, PAB, PAC, PAD, PAP, and PAR)
consist of excavated pits sustained by high groundwater and surface run off (non-jurisdictional).
There are no designated anadromous fish waters, Primary Nursery Areas (PNA), or trout waters present
in the study area. There are no designated High Quality Waters (HQW) or water supply watersheds (WS-
I or WS-II) within 1.0 mile downstream of the study area. Martin Mill Creek and Troublesome Creek are
listed on the North Carolina 2016 Final 303(d) list of impaired waters, due to these streams exceeding
criteria for benthos.
5.1.2.2 Jurisdictional Resources
Streams
One hundred seventy-four (174) jurisdictional streams were identified in the study area. All jurisdictional
streams in the study area have been designated as warm water streams, for the purposes of stream
mitigation.
Wetlands
Two hundred fifty-one (251) jurisdictional wetlands were identified within the study area. All wetlands
in the study area are within the Cape Fear River, Roanoke, and Yadkin river basins [US Geological Survey
(USGS) Hydrologic Unit 03030002, 03010103, and 03040101].
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
27
5.1.2.3 Avoidance, Minimization, and Mitigation
The NCDOT will attempt to avoid and minimize impacts to streams and wetlands to the greatest extent
practicable during the final design phase of this project. Design standards for sensitive watersheds will
be implemented for portions of the project occurring in the Jordan Lake watershed.
The NCDOT will investigate potential on-site stream and wetland mitigation opportunities in this project
during the final design phase. If on-site mitigation is not feasible, mitigation will be provided by the
North Carolina Department of Environmental Quality, Division of Mitigation Services (DMS).
5.1.2.4 Anticipated Permit Requirements
Clean Water Act Permits
An Individual Permit will likely be applicable for R-2577, due to the quantity of stream and wetland
impacts anticipated for this project. The USACE holds the final discretion as to what permit will be
required to authorize project construction. If an Individual Section 404 permit is required, then an
Individual Section 401 Water Quality Certification (WQC) from the NCDWR will be needed.
Coastal Area Management Act Areas of Environmental Concern
There are no Areas of Environmental Concern (AEC) in the study area that fall under the jurisdiction of
the Coastal Area Management Act.
Construction Moratoria
No construction moratoria are anticipated at this time.
NC River Basin Buffer Rules
There are protected streamside riparian zones within the project study area. The portion of the project
study area within the Cape Fear River Basin falls under the jurisdiction of the Jordan Lake Buffer Rules
administered by NCDWR. The impact tables located in Appendix C indicate which streams are subject to
buffer rule protection.
Rivers and Harbors Act Section 10 Navigable Waters
There are no waters subject to Section 10 of the Rivers and Harbors Act located within the project study
area.
5.1.3 Rare and Protected Species
5.1.3.1 Federally Protected Species
As of June 27, 2018, the United States Fish and Wildlife Service (USFWS) listed four federally protected
species for Forsyth and Guilford Counties (Table 10). A brief description of each species’ habitat
requirements follows, along with the Biological Conclusion rendered based on survey results in the study
area. Habitat requirements for each species are based on the current best available information from
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
28
referenced literature and/or the USFWS. More information regarding rare and protected species can be
found in the NRTR.
Table 10: Federally Protected Species Listed for Forsyth and Guilford Counties
Scientific Name Common Name County Federal
Status
Habitat
Present
Biological
Conclusion
Glyptemys
muhlenbergii Bog turtle Forsyth T(S/A) Yes Not Required
Myotis
septentrionalis
Northern long-eared
bat Forsyth T Unknown May Affect, Likely
to Adversely Affect
Cardamine
micranthera
Small-anthered
bittercress* Forsyth E Yes No Effect
Isotria medeoloides Small whorled pogonia Guilford T Yes No Effect
* - Historic record (the species was last observed in the county more than 50 years ago)
T(S/A) – Threatened due to similarity of appearance; T – Threatened; E – Endangered
Bog Turtle
USFWS optimal survey window: April 1 – October 1 (visual surveys); April 1-June 15 (optimal for
breeding/nesting); May 1-June 30 (trapping surveys)
Habitat Description: Bog turtle habitat consists of open, groundwater supplied (springfed), graminoid
dominated wetlands along riparian corridors or on seepage slopes. These habitats are
designated as mountain bogs by the NCNHP, but they are technically poor, moderate, or rich
fens that may be associated with wet pastures and old drainage ditches that have saturated
muddy substrates with open canopies. Plants found in bog turtle habitat include sedges, rushes,
marsh ferns, herbs, shrubs (tag alder, hardhack, blueberry, etc.), and wetland tree species (red
maple and silky willow). These habitats often support sphagnum moss and may contain
carnivorous plants (sundews and pitcherplants) and rare orchids.
Potential habitats may be found in western Piedmont and Mountain counties from 700 to 4500
feet elevation in North Carolina. Soil types (poorly drained silt loams) from which bog turtle
habitats have been found include Arkaqua, Chewacla, Dellwood, Codorus complex, Hatboro,
Nikwasi, Potomac – Iotla complex, Reddies, Rosman, Tate – Cullowhee complex, Toxaway,
Tuckasegee – Cullasaja complex, Tusquitee, Watauga, and Wehadkee.
Biological Conclusion: Not Required
Species listed as threatened due to similarity of appearance do not require Section 7
consultation with the USFWS. A review of NCNHP records, updated July 2018, indicates a bog
turtle element occurrence (EO 7899 last observed May 19, 1984) approximately 400 feet outside
of the project study area. This EO is located within a wetland that has previously been clear cut
and significantly disturbed.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
29
Northern long-eared bat
USFWS optimal survey window: May 15 through August 15
Habitat Description: Northern long-eared bat is found across much of the eastern and north central US
and all Canadian provinces. Winter hibernating habitat consists of caves and abandoned mines
with constant, cooler temperatures with high humidity and no air currents. While in the
hibernacula they often form colonies with other bat species. Summer roosting occurs singly or in
colonies underneath bark, in cavities and crevices of both live trees and snags, and to a lesser
degree in human-made structures such as buildings, barns, behind window shutters, on utility
poles, and in bat houses. This species is a medium-sized bat with females tending to be slightly
larger than males. Average body length ranges from 3 to 4 inches with a wingspan ranging from
9 to 10 inches. This species is distinguished by its relatively long ears that extend beyond the
nose when laid forward.
Biological Conclusion: May Affect, Likely to Adversely Affect
A review of NCNHP records, updated July 2018, indicates no known northern long-eared bat
occurrence within 1.0 mile of the study area.
The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the
FHWA, the USACE, and NCDOT for the northern long-eared bat (NLEB) in eastern North Carolina.
The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and
activities. The programmatic determination for NLEB for the NCDOT program is “May Affect,
Likely to Adversely Affect”. The PBO provides incidental take coverage for NLEB and will ensure
compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects
with a federal nexus in Divisions 1-8, which includes Guilford County, where a portion of R-
2577ABC is located. This level of incidental take is authorized from the effective date of a final
listing determination through April 30, 2020.
For the Forsyth County portion of the project, since this project is state-funded, the U.S. Army
Corps of Engineers (USACE) will act as the lead agency for issues related to the northern long-
eared bat (NLEB). The USACE has developed a Standard Local Operating Procedure for
Endangered Species (SLOPES) to address NLEB when they are the lead agency, which NCDOT will
follow for the portions of the project within Forsyth County. The requirements of the SLOPES for
NLEB will be completed prior to Let and will be submitted to USACE.
Small-anthered bittercress
USFWS Optimal Survey Window: April-May
Habitat Description: Small-anthered bittercress is endemic to the Dan River drainage of the Roanoke
River NCDWQ sub-basin 03-02-01. This biennial or perennial herb occurs in moist, wet woods
along small to intermittent sized streams, stream bank edges and seepages above the actual
stream channel, wet rock crevices, and sand and gravel bars of small streams. This species
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
30
prefers areas that are fully or partially shaded by shrubs and trees, but can occasionally be
found in full sun.
Soil series that it occurs on include Rion, Pacolet, and Wateree. Poorly viable occurrences may
be found in disturbed areas subject to livestock trampling, silviculture, or encroachment by
exotic, invasive species such as Japanese honeysuckle.
Biological Conclusion: No Effect
Suitable stream and gravel bar habitat exists for the small-anthered bittercress in the project
study area. A portion of the project falls within the Roanoke River sub basin 03-02-01. Surveys
were conducted along streams and suitable riparian habitat within the survey area in April 2012
and in June 2018. No individuals were located and there are no known extant populations within
1.0 mile of the project study area. A review of NCNHP records, updated July 2018, indicates a
destroyed element occurrence (EO 4013 last observed May 1955) 0.2 miles north of the project
study area near the confluence of Belews Creek and the Left Fork of Belews Creek.
Small-whorled pogonia
USFWS Optimal Survey Window: mid May-early July
Habitat Description: Small whorled pogonia occurs in young as well as maturing (second to third
successional growth) mixed-deciduous or mixed-deciduous/coniferous forests. It does not
appear to exhibit strong affinities for a particular aspect, soil type, or underlying geologic
substrate. In North Carolina, the perennial orchid is typically found in open, dry deciduous
woods and is often associated with white pine and rhododendron. The species may also be
found on dry, rocky, wooded slopes; moist slopes; ravines lacking stream channels; or slope
bases near braided channels of vernal streams. The orchid, often limited by shade, requires
small light gaps or canopy breaks, and typically grows under canopies that are relatively open or
near features like logging roads or streams that create long-persisting breaks in the forest
canopy.
Biological Conclusion: No Effect
Suitable forested habitat for the small whorled pogonia exists in the project study area. Surveys
were conducted in conjunction with stream and wetland delineation in areas of suitable habitat
in 2011 and again in 2018. No individuals were found during field activities within the survey
window. The elevation ranges within the project study area are significantly lower than most
occurrences within North Carolina. Therefore, the potential for this species to be present is
relatively low. A known population consisting of one individual plant was visited and observed
on May 31, 2011 (EO 25083). A review of NCNHP records, updated July 2018, indicates no
known small whorled pogonia occurrences within 1.0 mile of the study area.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
31
5.1.3.2 Bald and Golden Eagle Protection Act
Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies of open water
for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water.
A desktop-GIS assessment of the project study area, as well as the area within a 1.13-mile radius (1.0
mile plus 660 feet) of the project limits, was performed on October 12, 2011, using 2010 statewide color
aerials. Two water bodies large enough and sufficiently open to be considered potential feeding sources
were identified, Belews Lake and Salem Lake. Surveys for eagles and nests were conducted on
November 18, 2011. The survey limits included portions of the project study area that fell within 1.0
mile of Belews Lake, Salem Lake, and 660 feet beyond the project study area. No individual bald eagles
or nests were found. Additionally, a review of the NCNHP database updated July 2018 revealed no
known occurrences of this species within 1.0 mile of the project study area.
5.2 Cultural Resources
This project is subject to compliance with Section 106 of the National Historic Preservation Act (NHPA)
of 1966, as amended, and implemented by the Advisory Council on Historic Preservation Regulations for
compliance with Section 106, for a licensed or permitted project that has an effect on a property listed
on or eligible for listing in the National Register of Historic Places (NRHP).
5.2.1 Historic Resources
Pursuant to the requirements of Section 106 of the NHPA, an intensive architectural field survey
conducted in 2011 identified 390 resources of possible significance within the project study area. These
findings were presented to the North Carolina State Historic Preservation Office (HPO) on January 24,
2012, and 30 resources were identified as meriting further investigation. Additionally, the potential
bypass routes around the Stokesdale town center were surveyed in March 2012, and an additional 90
resources were identified. These resources were reviewed with HPO in May 2012, and it was
determined that no further investigation was merited for the additional 90 resources.
Of the 30 resources investigated, six were found eligible for NRHP listing. The Stokesdale Commercial
Historic District was also determined eligible. Effects consultations between the HPO and NCDOT were
held on July 9, 2013, and September 22, 2015. They determined that the only NRHP-eligible property
that would be adversely affected by the project is Edgewood Baptist Church (FY 3292) in Section A (see
effects concurrence form, Appendix C). After refinement of the preliminary designs, NCDOT held a
meeting with the HPO on January 8, 2018, and confirmed the historic property boundary for Edgewood
Baptist Church. NCDOT agreed to investigate further minimization measures to the church and continue
coordinating with the HPO and the church.
After completion of the preliminary design plans, NCDOT held additional coordination with the HPO to
revisit effects to the properties eligible for NRHP on January 9, 2018, and June 12, 2018. An avoidance
alternative for the Edgewood Baptist Church vicinity was presented at the meeting in January 2018,
which imposed minimal impacts to the church, but would require the relocation of seven residences
across US 158 from the church. At the request of the State Historic Preservation Officer (SHPO), NCDOT
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
32
developed a minimization alternative and presented it to the HPO in June 2018. The minimization
alternative incorporated best-fit widening with a reduced median (23 feet instead of 30 feet) and a
retaining wall in front of the church to minimize impacts to both the church and the residences located
across from the church. The minimization alternative will not require relocations of residences across
from the church, but will result in the loss of some parking spaces in front of the church, and will require
the church sign to be relocated. NCDOT and HPO agreed that this minimization alternative constitutes
no adverse effect if specified commitments are met (see effects concurrence form, Appendix C).
A summary of the resource eligibility criteria and effects determinations is shown in Table 11. The signed
effects forms are located in Appendix C.
Table 11: Historic Resource Determinations
Project
Section Historic Resource National Register Status Effect
A Edgewood Baptist Church Determined Eligible,
Criterion C, Criteria
Considerations A & G
No Adverse Effect with
Commitments
C D.A. Jones House Determined Eligible,
Criterion C
No Effect
C Taylor-Edwards House Determined Eligible,
Criterion C
No Effect
C Bi-Rite Supermarket Determined Eligible,
Criteria A & C
No Effect
C Wray House Determined Eligible,
Criterion C
No Effect
A Bel Air Drive-In Theater Determined Eligible,
Criterion A
No Adverse Effect with
Commitments
C Stokesdale Commercial Historic
District
Determined Eligible,
Criteria A & C
No Effect
5.2.2 Archaeological Resources
NCDOT conducted an intensive archaeological survey and evaluation for the proposed widening and
improvement of US 158 in Forsyth and Guilford counties, North Carolina. The survey identified 32
isolated finds and 34 archaeological sites. The 32 isolated finds have no information potential and are
recommended not eligible for the NRHP under any of the four criteria. The 34 archaeological sites
included one historic burial, 22 historic sites, one prehistoric site, and 10 multicomponent sites. Thirty-
four of the sites are recommended not eligible for the NRHP under any of the four criteria.
Site 31GF514** includes two human graves. It is located in Section C, with the two graves outside of the
construction footprint, but straddling both alternatives within the overall project study area. Although
the site is not eligible for the NRHP, it should be avoided during any construction activities. If the
gravesites cannot be avoided, the Office of State Archaeology (OSA) will make the determination as to
how the removal and relocation of the gravesites be treated, i.e. by following either NC General Statute
(GS) 65 or NC GS 70, Article 3. If treated under GS 65, removal and relocation will be handled by the
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
33
NCDOT Right-of-Way Office. If treated under GS 70, Article 3, removal and relocation will be handled by
the NCDOT Archaeology Group in consultation with the Right-of-Way Office, next of kin, and the OSA.
5.3 Farmland
There is a considerable amount of active farmland within the project study area of R-2577, as noted in
the Community Impact Assessment (CIA) (Calyx 2018) prepared for this project and appended by
reference. Many of these areas are included in local farmland preservation initiatives. A number of
agricultural properties are included in local farmland preservation programs.
Six farms within the project study area participate in the Forsyth or Guilford County Voluntary
Agricultural District (VAD) programs. Three VAD properties may be impacted by the project, based on
the current proposed alignment through Sections A and B. Two VAD properties are likely to be impacted
by right-of-way acquisition, and one additional VAD property may be impacted with a temporary
construction easement. If right-of-way will be acquired from VAD properties through eminent domain,
the Forsyth County VAD Ordinance requires that the Forsyth County Agricultural Advisory Board hold a
public hearing concerning the proposed condemnation, before condemnation may be initiated. Any VAD
lands converted to non-agricultural use as part of a temporary construction easement must be returned
to farmable condition by the completion of the project.
Direct property and operational impacts to existing agricultural resources in the project study area are
expected as a result of the project construction. Building the project may affect the ability to move farm
equipment across the existing corridor, especially in locations where a median is proposed. Construction
of the new location segment of the project in Section C may result in fragmentation of some existing
farming operations and the creation of remnant properties that are no longer viable for farming.
Conversely, creating additional travel lanes will improve safety when farm equipment is using the road.
Depending on location, some farming operations may also benefit from improved mobility and
connectivity to regional routes, such as the proposed Winston-Salem Northern Beltway and the future
I-73/US 220 corridor.
5.4 Social Effects
NCDOT analyzed potential social effects in the R-2577 CIA (Calyx 2018), which is appended by reference.
5.4.1 Demographics
The Demographic Study Area (DSA) is the smallest statistical area of the 2010 Census, at the block group
level, that includes and is derived from the project study area. The DSA is used to provide approximate
demographic characteristics for the community inside the project study area. A demographic
assessment of the nearby communities was prepared to gain a greater understanding of the cultural,
economic, and demographic composition of the area, as well as to enhance the field observations.
The total population of the DSA grew notably during the 2000-2010 period, with total growth of just
over 20 percent at an annual rate of approximately 1.85 percent reported. In comparison, the total
annual growth rate for Forsyth County was 14.5 percent, an annual rate of 1.37 percent for the same
period; and the total annual growth rate for Guilford County was 16 percent, an annual rate of 1.5
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
34
percent for the same period. Surrounding municipal growth rates are similarly high across the same
period, with the highest growth rates reported in Stokesdale and Winston-Salem.
More recent population estimates from 2015 strongly suggest a reversal of growth trends in the DSA, as
well as within more than half of the individual block groups in the DSA. In comparison, similar
population estimates for Forsyth and Guilford Counties as well as DCIA municipalities, all indicate
growth has slowed considerably since 2010 in areas surrounding the project (see Table 12).
Table 12: Population Trends
2000 – 2010 2010 – 2015
Geography 2000
Population
2010
Population
Total
Change
Annual
Change
2015
Population
Total
Change
Annual
Change
DSA 17,864 21,466 20.16% 1.85% 20,657 -3.92% -0.77%
Winston-Salem 185,776 229,617 23.60% 2.14% 236,642 3.06% 0.60%
Walkertown 4,009 4,675 16.61% 1.55% 4,839 3.51% 0.69%
Forsyth Co. 306,067 350,670 14.57% 1.37% 361,684 3.05% 0.62%
Stokesdale 3,267 3,267 54.48% 4.45% 5,221 3.45% 0.68%
Guilford Co. 421,048 421,048 16.00% 1.50% 506,763 3.62% 0.74%
Source: Community Impact Assessment, Calyx 2018
5.4.2 Neighborhoods/Communities
The R-2577 project study area contains a number of residential neighborhoods, many of which are
accessible only from the US 158 corridor. The proposed project would result in direct right-of-way
impacts to some community resources, including the Commons of Forsyth County, several church
properties located adjacent to the existing US 158 corridor, and portions of at least two different
cemeteries located adjacent to the existing US 158 corridor. Three retirement homes would also be
impacted by the proposed project. The proposed construction of medians along sections of R-2577 may
impact the accessibility of some community resources by limiting left-turn movements to signalized
intersections and median left-over locations only.
5.4.3 Relocation of Residences and Businesses
The relocation program for the proposed action would be conducted in accordance with the Federal
Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended (Public
Law 91-646), and/or the North Carolina Relocation Assistance Act (GS 133-5 through 133-18). The
program is designed to provide assistance to displaced persons in relocating to a replacement site in
which to live or do business. At least one relocation agent is assigned to each highway project for this
purpose.
The relocation agent will determine the needs of displaced families, individuals, businesses, non-profit
organizations, and farm operations for relocation assistance advisory services without regard to race,
color, religion, sex or national origin. The NCDOT will schedule its work to allow ample time, prior to
displacement, for negotiations and possession of replacement housing, which meets decent, safe, and
sanitary standards.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
35
Displaced businesses, farms, and non-profit organizations are eligible for the following relocation
assistance:
• Relocation Moving Expenses
• Reestablishment Reimbursement, up to the maximum Federal amount
• Searching expenses, up to the maximum Federal amount
• Business Fixed Payment up to the Federal maximum (in lieu of the items above)
• Relocation Advisory Services
No relocation payment received would be considered as income for the purposes of the Internal
Revenue Code of 1954 or for the purposes of determining eligibility or the extent of eligibility of any
person for assistance under Social Security Act or any federal law. These relocation benefits are only
available to persons lawfully present in the United States. Relocation reports are included in Appendix D.
5.4.3.1 Residential Relocations
The proposed project would result in the potential relocation of 144 residences. Residential relocations
would occur mostly in areas where single-family houses flank US 158, which could have a negative effect
on community cohesion and stability. The potential for negative effects is minimized by the fact that
community cohesion is most apparent in subdivisions, many of which are further from the roadway
corridor and have a single-point connection to US 158. Negative effects would be more apparent within
smaller neighborhoods that consist of a single street connecting to US 158. There are no neighborhoods
currently bisected by the proposed roadway corridor. This characteristic minimizes the potential for
negative effects to neighborhood cohesion and stability.
5.4.3.2 Business Relocations
The proposed project would result in the potential relocation of 15 businesses. Direct impacts to
business and economic resources are expected as a result of the project. Access and accessibility
to/from businesses located along the project corridor would also be affected. The new location section
of the project, Section C through Stokesdale, would likely remove through-traffic from the existing US
158 corridor and thus may have a negative effect on businesses that are dependent on through-traffic.
Industrial operations, which are primarily located in Section C of the project, would benefit from the
proposed operational improvements along existing sections of US 158 where the majority of resources
are located. Industrial operations would also benefit from the higher levels of mobility and connectivity
provided by the project.
5.4.3.3 Church and/or Non-Profit Relocations
The proposed project would not result in the relocation of any churches or other non-profit
establishments.
5.4.4 Environmental Justice
Title VI of the Civil Rights Act of 1964 protects individuals from discrimination on the grounds of race,
age, color, religion, disability, sex, and national origin. In accordance with Executive Order 12898,
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
36
"Federal Actions to Address Environmental Justice in Minority and Low-Income Populations" federal
agencies are mandated to identify and address any disproportionately high and adverse effects on
minority and/or low-income populations. The Order also directs federal agencies to provide minority
and low income communities access to public information and meaningful public participation. The
three environmental justice principles are:
1. To ensure the full and fair participation of all potentially affected communities in the
transportation decision-making process;
2. To avoid, minimize or mitigate disproportionately high and adverse human health or
environmental effects, including social and economic effects, on minority or low income
populations; and
3. To fully evaluate the benefits and burdens of transportation programs, policies, and
activities, upon low-income and minority populations.
A disproportionately high and adverse effect on minority and low-income populations means an adverse
effect that:
1. Is predominately borne by a minority population and/or a low-income population; or
2. Will be suffered by the minority population and/or low-income population and is
appreciably more severe or greater in magnitude than the adverse effect that will be
suffered by the non-minority population and/or non-low income population.
5.4.4.1 Minority Populations
While the total minority population living in the DSA is relatively low overall, the Block Groups located
nearest to Winston-Salem at the western edge of the project corridor contain a notably high
concentration of minority populations that meet the criteria for Environmental Justice. These Block
Groups (1 and 5 in Census Tract 17) are approximately 97.4 percent and 65.1 percent minority,
respectively. In comparison, Forsyth County is approximately 42.1 percent minority.
5.4.4.2 Low-income Populations
The total proportion of the DSA population reported as being low-income is relatively low in comparison
to county-wide rates for both Forsyth and Guilford Counties; however, Census data indicates low-
income populations are present in three individual Block Groups within the DSA along sections A and C
of the proposed project. The Block Group located at the western terminus in Winston-Salem (Block
Group 1 of Census Tract 17), which also contains a high percentage of minorities, reports low-income
populations that meet the criteria for Environmental Justice as well. Census data indicates this Block
Group meets every low-income threshold for Environmental Justice, with notably high rates of poor,
very poor and near poor individuals when considered in comparison countywide rates. Census Tract
30.03, Block Group 1, comprising the southern side of the project corridor between Old Greensboro
Road and the future Winston-Salem Northern Beltway in Section A, also contains a low-income
population that meets the criteria for Environmental Justice. In addition to the Hilda/Granby Street
neighborhood located in this Block Group, there are also indicators of a low-income population on
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
37
Rickard Drive based on field review, aerial imagery and recent parcel data. The third Block Group
(Census Tract 159.01, Block Group 2) containing a low-income population is in Section C and comprises
the western half of the DCIA located between the county line and the NC 68 corridor in Stokesdale,
extending across the north and south sides of existing US 158. Field review and other research have not
revealed indicators of low-income populations concentrated in any particular area. The development
pattern in this Block Group is predominantly agriculture and rural residential.
5.4.4.3 Environmental Justice Impacts
Notably adverse community impacts are anticipated with this project, but appear to affect all
populations equivalently; thus, impacts to minority and low-income populations do not appear to be
disproportionately high and adverse. Benefits and burdens resulting from the project are anticipated to
be equitably distributed throughout the community.
5.4.5 Bicycle and Pedestrian Facilities
There are no existing pedestrian facilities on the project corridor, with the exception of the downtown
core in Stokesdale, which contains sidewalk facilities. However, both MPOs in the project area have
adopted Complete Streets policies and future facilities are proposed in local plans, including bicycle
accommodations along much of the existing US 158 corridor through Forsyth and Guilford counties,
pedestrian facilities along Old Hollow Road (NC 66) across the project corridor, and the future Atlantic &
Yadkin Greenway/NC Mountains-to-Sea Trail route that passes across Section C of the project in
Stokesdale.
Due to the concentration of community resources and activity in the Stokesdale town core area in
Section C of the project, the proposed new location bypass segment may create a barrier for multi-
modal users by limiting connectivity, if multi-modal accommodations are not provided on the new
location section.
There are currently no greenways located within the project area. However, the Winston-Salem
Greenway Plan (2012) proposes two greenways crossing US 158 within the project area, one at
Walkertown Community Park along Martin Mill Creek and another just east of Old Belews Creek Road
along Lowery Mill Creek. These greenways are listed in the plan as Tier 3 priority, a designation that is
used for proposals which need further assessment to obtain a better understanding of the public
attitude toward the project or to provide a more comprehensive feasibility analysis of the project and its
surrounding area.
In addition to the Winston-Salem greenway recommendations, the Greensboro Plan (2015) lists two
greenways in the project area in Stokesdale, along abandoned rail corridors. One of these runs east-west
through Stokesdale and is an extension of the Atlantic & Yadkin Greenway. The other, referred to in the
plan as the Stokesdale Greenway, starts in downtown Stokesdale and runs north to areas outside of
Guilford County.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
38
No bicycle or pedestrian facilities are proposed at this time; however, a 10-foot wide berm would be
provided for the sections where curb and gutter would be constructed, which would accommodate any
future sidewalks.
5.4.6 Recreational Facilities
Walkertown Community Park is located on the northeast corner of the US 158 and Darrow Road
intersection, and is accessed from Darrow Road. The portion of park property adjacent to US 158 is
vegetated and does not show signs of active recreational use. Stokesdale Town Park is located south of
the existing US 158 corridor. Stokesdale Community Park is located just south of the existing US 158
corridor off of McCrory Road. No direct impacts to recreational resources are expected as a result of the
project.
Section 6(f) of the Land and Water Conservation Fund (LWCF) Act of 1965 (16 U.S.C. 4601-4 et seq.)
states that parks developed or improved using LWCF grant funds cannot be acquired unless no other
reasonable and feasible alternative exists, and requires coordination with the National Park Service
(NPS). Section 6(f) is applicable to any federal agency action, including Section 404 permitting by the
USACE. Walkertown Community Park on Darrow Road in Section A is a Section 6(f) resource. No direct
impacts to this park or any other Section 6(f) resources are expected as a result of the project.
5.4.7 School Bus Usage
The Guilford County Schools transportation representative did not express any notable concerns relative
to the project, noting 14 school buses make a total of approximately 34 trips per day through the
Guilford County portion of project, and can be temporarily rerouted during construction, assuming
adequate notice is provided in advance.
The Forsyth County Schools transportation representative did not respond to the request for input.
Given the arterial nature of US 158 through the project area and amount of residential development
with access to the corridor, it is reasonable to assume the project corridor through Forsyth County
serves a relatively high number school bus routes.
The proposed project would likely benefit local school transportation by improving operational safety
along the corridor and increasing the level of mobility. Temporary impacts on school bus routes during
the construction period may be substantial, due to the lack of alternative routes serving some
residential areas along the corridor, particularly in the Forsyth County portion of the project area.
5.5 Economic Effects
Some businesses and/or community facilities may be relocated due to the widening of the roadway.
Housing and suitable business sites are available in the area for relocation of those displaced. There may
be some economic benefit during construction of the project, due to increased local construction-
related employment and increased revenue for businesses providing services to construction crews. On
the other hand, businesses in the vicinity of the corridor could temporarily experience minor decreases
in revenue resulting from construction traffic or decreased access caused by construction activities. The
new location segment of the proposed project would also likely remove through-traffic from the existing
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
39
US 158 corridor in Stokesdale, and thus may have a negative effect on businesses that are dependent on
such through-traffic. However, industrial operations should benefit from the operational improvements
along existing sections of US 158 and from the higher levels of mobility and connectivity provided by the
project.
5.6 Land Use
5.6.1 Existing Land Use and Zoning
Land use along the US 158 corridor changes as the route leaves Winston-Salem and travels through
Walkertown and Stokesdale. Section A of the US 158 corridor through northeast Winston-Salem and
Walkertown is predominantly residential, institutional, and forested/agricultural uses. Single-family
homes and churches abut US 158 in Winston-Salem, contributing to a large number of driveway
connections between old Greensboro Road and Angel Drive. In Forsyth County, the corridor is also
flanked by residential subdivisions with single-point connections to US 158. There is a large commercial
and mixed-use node within the southeast and northeast quadrants of the US 158/NC 66 intersection.
Pedestrian activity is mostly limited to trails and walking paths, with little to no evidence of pedestrian
activity along most of the US 158 corridor.
Section B begins just east of Walkertown, where development along the US 158 corridor transitions to
predominantly agricultural and rural residential uses, with residential growth radiating out of
Kernersville and Oak Ridge south of the corridor. There are fewer residences abutting US 158, as well as
fewer driveways and side street connections as the roadway extends eastward. As US 158 continues into
Guilford County, there is a higher amount of residential development around Belews Creek, but houses
in this area are generally further from the roadway and share access to US 158 via a single point.
Section C starts east of Belews Lake in Guilford County, with single family homes and churches again
flanking US 158, similar to those in Section A, in Winston-Salem. Through historic downtown Stokesdale,
US 158 is closely flanked by residential and commercial uses, as well as a number of historic buildings
and churches. East of downtown Stokesdale to US 220 (I-73), land use along the corridor transitions
from rural residential to a mix of agricultural, commercial, and industrial land uses, with a small amount
of residential and institutional uses.
5.6.2 Local Area Plans and Development
The following local area plans cover the project study area:
Forsyth County
• Legacy Plan (2013): The 2030 Legacy Plan (2013) is the current adopted comprehensive plan
and development guide for the Winston-Salem and Forsyth County planning area, including
Sections A and B of the project corridor and DCIA.
• East-Northeast Area Plan (Update, 2016): The East-Northeast Area Plan (2016) covers a very
small portion of the DCIA, extending westward along US 158 from the project terminus at Old
Greensboro Road.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
40
Direct Effects
Direct effects are caused by the action and occur
at the same time and place. (40 CFR 1508.8)

Indirect Effects
Indirect effects are caused by the action but
occur later in time or farther removed in
distance, but are still reasonably foreseeable.
Indirect effects may include induced changes in
land use patterns, population density, growth
rate, and other growth associated factors.
Indirect effects on air, water, ecosystems, and
other natural systems are also assessed.

Cumulative Impact
Cumulative impact is the impact on the
environment that results from the incremental
impact of the action when added to other past,
present, and reasonably foreseeable future
actions regardless of what agency (federal or non-
federal) or person undertakes such other actions.
Cumulative impacts can result from individually
minor but collectively significant actions taking
place over a period of time. (40 CFR 1508.7)
• Northeast Suburban Area Plan: The latest revision of the Northeast Suburban Area Plan was
adopted on September 5, 2017. The area plan covers the portion of the project corridor and
DCIA between Old Greensboro Road and just north of Old Belews Creek Road (the southernmost
intersection with US 158).
• Walkertown Area Plan Update: The Walkertown Area Plan (2014) covers the portion of the
project corridor and DCIA between the Northeast Suburban Area Plan boundary and Rail Fence
Road.
Guilford County
• Town of Stokesdale Future Land Use Plan: The Town of Stokesdale Future Land Use Plan,
adopted by the Stokesdale Town Council in 2007, is the current long-range comprehensive plan,
outlining the vision for growth and development throughout the Stokesdale municipal limits.
5.7 Indirect and Cumulative
Effects
The indirect and cumulative effects associated
with the proposed project have been identified
and assessed in the Land Use Scenario
Assessment (LUSA) (NCDOT, 2018). Indirect and
cumulative impacts were assessed within the
Future Land Use Study Area (FLUSA) by
predicting changes in development types within
defined probable development areas (PDA) that
could result from the proposed project.
The FLUSA, shown in Figure 5-1, contains areas
with the greatest reasonably foreseeable
potential for indirect effects from the proposed
action. Indirect effects would primarily result
from land use changes and conversions from an
undeveloped to a developed state. The FLUSA is
typically defined by land parcel boundaries,
zoning classifications, geopolitical boundaries,
preserved lands, watershed boundaries,
topography, and other development constraints
or influences. The boundaries of the FLUSA for
the proposed action conform primarily to
watershed boundaries (12-digit hydrological unit
code or HUC boundaries). An exception is in the
northwestern portion of the FLUSA, which
follows Town Fork Creek in Stokes County.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
41
A time horizon of 2040 was used for this study so as to coincide with the various land use plans and
transportation plans in the FLUSA. These land use plans include The Legacy 2030 Update, published by
the Winston Salem/Forsyth County City-County Planning Board in 2013 and the 2040 Metropolitan
Transportation Plan published by the Greensboro Urban Area MPO, as well as several area plans.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
42
Figure 5-1: Future Land Use Study Area and Probable Development Areas

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
43
An analytical screening was conducted to assess trends and projections within the FLUSA for the
proposed project within the established time horizon. The analytical screening assessed the scope of the
project, travel time savings, water and sewer availability, available land, market for development, and
public policy. The LUSA identifies and analyzes three PDAs along US 158, shown in Figure 5-1. The PDAs
were assessed based on scope of development, development intensity, regional population and
employment growth, pressure for land development, and planned/managed uses and impacts for both
the No-Build and Build scenarios. According to local planners, the areas around PDAs 1 and 3 are
expected to develop with or without the project. PDA 2 will develop faster with the project, but will
likely be equally influenced by the completion of the Winston-Salem Beltway.
The findings are summarized in the Land Use Scenario Assessment Matrix (Figure 5-2). The Land Use
Scenario Assessment Matrix resulted in “Indirect Land Use Impacts Not Likely”. The matrix shows that
when compared to the No-Build scenario, the Build scenario would likely not result in increased or more
intense development. Although there is a large amount of available land in the FLUSA, and the proposed
improvements will result in 10 minutes of travel time savings, low forecasted employment growth,
limited water and sewer availability, and robust growth management and local land use policies make
indirect impacts on land use less likely.
Qualitative analyses of the probable development patterns in the FLUSA also suggest that cumulative
changes in land use resulting from this project, along with subsequent private and public development
actions, are not likely to notably increase the area of impervious surfaces over the No-Build scenario.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
44
Rating
Scope of
Development
Development
Intensity
Future Shift of
Regional Population
Growth
Future Shift of
Regional Employment
Growth
Pressure for Land
Development Outside
Regulated Areas
Planned / Managed
Land Use and Impacts Result
More Concern
40% or Greater Change
in Developed Land within
the PDAs
Higher Development
Intensities Anticipated
Strong Attraction of
Development in the PDAs
Strong Attraction of
Development in this Area
All PDAs are Outside a
Regulated Area
Land Development and
Stormwater Management
Goals Not Set
High
Medium-High
Medium Build Scenario No-Build and Build
Scenarios
No-Build and Build
Scenarios Build Scenario
Medium-Low No-Build Scenario No-Build Scenario No-Build and Build
Scenarios
Indirect Land Use
Impacts Not Likely
Low No-Build and Build
Scenarios
Less Concern
0-9% Change in
Developed Land within
the PDAs
No Current or Proposed
Development Anticipated No Population Shift Likely No Employment Shift
Likely
All PDAs are Inside a
Regulated Area
Land Development,
Stormwater Management
Goals, and Growth
Management Provisions
in Place
Land Use Scenario Assessment Matrix - R-2577 US 158 Widening
*Refer to LUSA Guidance Document for rating descriptions

Figure 5-2: Land Use Scenario Assessment Matrix
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
45
5.8 Flood Hazard Evaluation
This section contains information corresponding to the analysis of impacts to floodplains and floodways
in the project study area. Executive Order 11988, Floodplain Management (42 CFR 26951), requires the
following:
• All federal actions must avoid the occupancy and modifications of floodplains and avoid direct
or indirect support of floodplain development wherever that is a practicable alternative.
• If an action must be located on the base floodplain, the agency shall take action to reduce the
risk of flood loss, to minimize the impact of floods on human safety, health, and welfare, and to
restore and preserve the natural and beneficial values served by floodplains.
• Each agency shall also provide opportunity for early public review of any plans or proposals for
actions in floodplains.
Forsyth and Guilford Counties are participants in the National Flood Insurance Program (NFIP),
administered by the Federal Emergency Management Agency (FEMA). This project will involve
construction activities on or adjacent to FEMA regulated streams. Based on the most current
information available from the NC Floodplain Mapping Program (NCFMP), the project will cross Lowery
Mill Creek, Belews Creek, and Belews Lake, all of which have associated 100-year floodplains.
Additionally, the project will cross a regulatory floodway at Lowery Mill Creek and Belews Creek. The
Hydraulics Unit will coordinate with the NCFMP, the delegated state agency for administering FEMA’s
National Flood Insurance Program, to determine the status of the project with regard to applicability of
the NCDOT Memorandum of Agreement with the NCFMP, or approval of a Conditional Letter of Map
Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). This project involves
construction activities on or adjacent to a FEMA-regulated stream. Therefore, NCDOT Divisions 7 and 9
shall submit sealed as-built construction plans to the NCDOT Hydraulics Unit upon completion of project
construction, certifying that the drainage structures and roadway embankment that are located within
the 100-year floodplain were built as shown in the construction plans, both horizontally and vertically.
5.9 Traffic Noise Analysis
5.9.1 Introduction
In accordance with 23 CFR 772, Procedures for Abatement of Highway Traffic Noise and Construction
Noise and the NCDOT Traffic Noise Policy, each Type I highway project must be analyzed for predicted
traffic noise impacts. In general, Type I projects are proposed State or Federal highway projects for
construction of a highway or interchange on new location, improvements of an existing highway which
substantially change the horizontal or vertical alignment or add new through lanes, or projects that
involve new construction or substantial alteration of transportation facilities such as weigh stations, rest
stops, ride-share lots or toll plazas.
Traffic noise impacts are determined through implementing the current Traffic Noise Model (TNM)
approved by the FHWA (TNM 2.5) and following procedures detailed in 23 CFR 772, the NCDOT Traffic
Noise Policy and the NCDOT Traffic Noise Manual. When traffic noise impacts are predicted,
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
46
examination and evaluation of alternative noise abatement measures must be considered for reducing
or eliminating these impacts. Construction noise impacts may occur if noise-sensitive receptors are in
close proximity to project construction activities. All reasonable efforts should be made to minimize
exposure of noise sensitive areas to construction noise impacts.
The source of this traffic noise information can be found in the STIP R-2577 Traffic Noise Report, US 158
(Reidsville Road) Improvements, Forsyth and Guilford Counties (AECOM, 2018).
5.9.2 Traffic Noise Impacts and Noise Contours
The maximum number of receptors in each project section predicted to become impacted by future
traffic noise is shown in Table 13. The table includes those receptors expected to experience traffic noise
impacts by either approaching or exceeding the FHWA Noise Abatement Criteria (NAC) or by a
substantial increase in exterior noise levels as defined in the NCDOT Traffic Noise Policy. The maximum
extent of the 71- and 66- dB(A) noise level contours measured from the proposed edge of traveled way
is within the right-of-way and 150 feet, respectively.
Table 13: Predicted Traffic Noise Impacts by Section
Section
(Alternative)
Traffic Noise Impacts*
Residential
(NAC B)
Places of Worship/Schools,
Parks, etc. (NAC C & D)
Businesses
(NAC E) Total
Section AB 219 1 - 220
Section C 38 1 - 39
*Per TNM 2.5 and in accordance with 23 CFR 772
5.9.3 Traffic Noise Abatement Measures
Measures for reducing or eliminating the traffic noise impacts were considered for all impacted
receptors in each alternative. The primary noise abatement measures evaluated for highway projects
include highway alignment changes, traffic system management measures, establishment of buffer
zones, noise barriers and noise insulation (NAC D only). For each of these measures, benefits versus
allowable abatement measure quantity (reasonableness), engineering feasibility, effectiveness and
practicability and other factors were included in the noise abatement considerations.
Substantially changing the highway alignment to minimize noise impacts is not considered to be a viable
option for this project due to engineering and/or environmental factors. Traffic system management
measures are not considered viable for noise abatement due to the negative impact they would have on
the capacity and level of service of the proposed roadway. Costs to acquire buffer zones for impacted
receptors will exceed the NCDOT base dollar value of $22,500 per benefited receptor plus an
incremental increase as defined in the NCDOT Traffic Noise Manual, causing this abatement measure to
be unreasonable.
5.9.4 Noise Barriers
Noise barriers include two basic types: earthen berms and noise walls. These structures act to diffract,
absorb and reflect highway traffic noise. For this project, earthen berms are not found to be a viable
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
47
abatement measure because the additional right-of-way, materials and construction costs are estimated
to exceed the NCDOT maximum allowable base quantity of 4,200 cubic yards per benefited receptor
plus an incremental increase as defined in the NCDOT Traffic Noise Policy.
A noise barrier evaluation was conducted for this project utilizing the Traffic Noise Model (TNM 2.5)
software developed by the FHWA. A total of three potential noise barrier locations were studied for
Section AB, and were found to be preliminarily feasible and reasonable for construction. Table 14
summarizes the results of the evaluation.
Table 14: Preliminary Noise Barrier Evaluation Results
Section/
Noise Study
Area (NSA)
Noise Barrier
Location
Length /
Height2
(feet)
Square
Footage
Number of
Benefited
Receptors
Square Feet per
Benefited
Receptor /
Allowable
Square Feet per
Benefited
Receptor
Preliminarily
Feasible and
Reasonable
(Likely) for
Construction1
Section
AB/NSA1.15
US 158 eastbound
between Stanley
Park Road and Old
Belews Creek Road
1,495/12 17,940 14 1,281/1,500 Yes
Section
AB/NSA1.3
US 158 eastbound
between Old
Greensboro Road
and Churchland
Drive
340/12 4,080 3 1,360/1,500 Yes
Section
AB/NSA4.7
US 158 westbound
between Peaceful
Valley Drive and
Kernersville Road
300/10 3,000 2 1,500/2,000 Yes
1 The recommendation for barrier construction is preliminary and subject to change, pending completion of final design and the
public involvement process.
2 Average wall height. Actual wall height at any given location may be higher or lower.
5.9.5 Traffic Noise Summary
A preliminary noise evaluation was performed that identified three noise barriers that preliminarily
meet feasibility and reasonableness criteria found in the NCDOT Traffic Noise Policy. A more detailed
analysis will be completed during project final design. Noise barriers preliminarily found to be feasible
and reasonable during the preliminary noise analysis may not be found to be feasible and reasonable
during the final design noise analysis due to changes in proposed project alignment and other design
considerations, surrounding land use development, or utility conflicts, among other factors. Conversely,
noise barriers that were not considered preliminarily feasible and reasonable may meet the established
criteria and be recommended for construction.
In accordance with NCDOT Traffic Noise Policy, the Federal/State governments are not responsible for
providing noise abatement measures for new development for which building permits are issued after
the Date of Public Knowledge. The Date of Public Knowledge of the proposed highway project will be the
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
48
approval date of the EA/FONSI. NCDOT strongly advocates the planning, design and construction of
noise-compatible development and encourages its practice among planners, building officials,
developers and others.
5.10 Air Quality Analysis
Vehicles are a major contributor to decreased air quality, because they emit a variety of pollutants into
the air. Changing traffic patterns are a primary concern when determining the impact of a new roadway
or the improvement of an existing roadway. New roadways or the widening of existing roadways
increase localized levels of vehicle emissions, but these increases could be offset due to increases in
speeds from reductions in congestion, and because vehicle emissions will decrease in areas where traffic
shifts to the new roadway. Significant progress has been made in reducing criteria pollutant emissions
from motor vehicles and improving air quality, even as vehicle travel has increased rapidly.
The project is located in Forsyth and Guilford Counties, with Sections A and B lying in Forsyth County,
within the Winston-Salem maintenance area for carbon monoxide (CO). A microscale, hot-spot analysis
that predicted future CO concentrations resulting from the proposed highway improvements indicated
that no violations of the applicable NAAQS CO concentrations are anticipated. Section C lies in Guilford
County, within Greensboro attainment the area for CO and within the Greensboro-Winston-Salem-High
Point nonattainment area for fine particles PM 2.5, as defined by the USEPA. A Determination of Project
Categorization for PM 2.5 Hot-Spot Requirement was completed, and provided the basis for an
interagency determination that the project is not an air quality concern. This project would not add
substantial new vehicle capacity or create a facility that is likely to meaningfully increase vehicle
emissions. Therefore, it is not anticipated to create any adverse effects on the air quality of the above
nonattainment areas. This evaluation completes the assessment requirements for air quality of the
1990 Clean Air Act Amendments and the NEPA process, and no additional reports are necessary.
5.11 Hazardous Material
Hazardous waste is defined by the USEPA as any waste material or combination of waste materials that
pose a hazard to human health, welfare, or the environment. Materials classified as hazardous can be in
the form of solids, sludges, liquids, or gases, and are characterized as reactive, toxic, infectious,
explosive, flammable, corrosive, or radioactive. Examples of hazardous waste sites include landfills,
dumps, pits, lagoons, salvage areas, retail operations, and storage tanks.
In February 2009, a Geotechnical Prescreening Report (Geotechnical Report) was conducted to provide
an early identification of geoenvironmental issues that may impact the planning, design, or construction
of the project. The results of the Geotechnical Report identified 16 active or closed underground storage
tank (UST) facilities within the project limits. Two automotive repair facilities, one dry cleaning
operation, and one industrial plant were identified within the project limits. All sites are expected to
present low to medium monetary and scheduling impacts to the project. No hazardous waste sites or
landfills were identified within the project limits.
5.12 Summary of Environmental Consequences
Table S-2 provides a summary of the expected environmental consequences for each alternative.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
49
6. COMMENTS AND COORDINATION
6.1 Public Outreach and Meetings
NCDOT conducted the following public outreach and public meetings held throughout the project
history, in order to present project information and obtain input from the public:
• Citizens Information Workshops (CIWs) were held in April 2006, one in Walkertown and one in
Stokesdale. The purpose of the CIWs was to introduce the project to the public and to solicit any
project comments.
• CIWs were held in April 2012 to present the preliminary study alternatives under consideration.
• Design Public Meetings (DPMs) were held in October 2017 to give the public and local officials
the opportunity to review maps of the detailed study alternatives. Nearly 700 members of the
public attended the meetings, and 168 written comments were received. NCDOT held a post-
DPM meeting on November 30, 2017, in order to discuss and address comments received from
the public concerning the proposed roadway improvements.
• The USACE posted a Public Notice on April 5, 2018, to allow the public an opportunity to review
the proposed detailed study alternatives for 30 days and to provide comments.
6.2 Merger Process
The NEPA / Section 404 Merger Process, commonly referred to as the Merger Process, and agreed to by
the USACE, NC Department of Environmental Quality Division of Water Resources (NCDWR), FHWA, and
NCDOT, and supported by other stakeholder agencies and local units of government, streamlines the
project development and permitting processes. The Merger Process allows federal, state, and local
agency representatives to work more efficiently by providing a common forum for them to discuss and
craft ways to comply with key elements of their various agency missions. The Merger Process is a shared
decision-making process and documents agency mandates during the NEPA/SEPA project planning and
design phase of transportation projects. As part of project development, several meetings were held to
discuss major milestones at Concurrence Points (CP), which are the defining points in the Merger
Process:
• CP1 (Purpose and Need) meeting was held on August 14, 2007, and concurrence was reached.
• CP2 (Design Options for Further Study) meeting for R-2577C was held on February 17, 2009, and
concurrence was reached.
• CP2 (Design Options for Further Study) meetings for R-2577A&B were held on December 12,
2012, and on August 22, 2013, and concurrence was reached.
• CP2A (Bridging Decisions and Alignment Review) meeting for R-2577A, B & C was held on
September 29, 2015, and concurrence was reached.
• CP3 & CP4A (Least Environmentally Damaging Practicable Alternative/Preferred Alternative
Selection & Avoidance and Minimization) meeting was held on May 16, 2018, and concurrence
was reached.
Copies of the signed concurrence forms are located in Appendix E.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
50
6.3 Other Agency Coordination
A scoping letter was mailed to agencies on May 17, 2004, inviting comments on R-2577. Comments
were received from the following agencies:
• NC Department of Administration
• NC Department of Environment and Natural Resources
• NC Department of Public Instruction
• NC Historic Preservation Office
• NC Division of Environmental Health
• NC Division of Water Quality
• NC Wildlife Resources Commission
• US Army Corps of Engineers
• US Federal Highway Administration
• US Fish and Wildlife Service
Copies of the agency responses are included in Appendix A.
NCDOT conducted additional local agency coordination during the development of the CIA report in
2018.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
51
7. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT
Based upon the study of the proposed project documented in this assessment and upon comments
received from state agencies, local agencies, and the public, it is the finding of the North Carolina
Department of Transportation that this project will not have a significant adverse impact upon the
human or natural environment. The proposed project is consistent with local plans and will not disrupt
the local communities. Per this evaluation, a Finding of No Significant Impact is applicable for this
project. Therefore, no further environmental analysis will be required.

DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018
52
8. REFERENCES
AECOM. 2016. Traffic Safety Analysis, R-2577.
AECOM. 2018. Traffic Noise Report, R-2577.
AECOM. 2018. Traffic Capacity Analysis, R-2577.
CALYX Engineers and Consultants. 2018. Community Impact Assessment, R-2577.
Greensboro Urban Area MPO. 2010. Comprehensive Transportation Plan.
Greensboro Urban Area MPO. 2015. 2040 Metropolitan Transportation Plan.
Greensboro Urban Area MPO. 2015. Bicycle, Pedestrian, and Greenways Master Plan Update.
HNTB. 2017. 2017/2040 Project-Level Traffic Forecast.
NCDOT Geotechnical Engineering Unit. 2009. Hazardous Materials Report, R-2577.
NCDOT Human Environment Unit. 2016. Revised Air Quality Analysis, R-2577.
NCDOT Natural Environmental Section. 2012. Natural Resources Technical Report
New South Associates Inc. 2013. Architectural Survey Report, R-2577.
New South Associates Inc. 2015. Management Summary: Intensive Archaeological Survey and Testing for
the Proposed Widening and Improvement of US 158.
Piedmont Authority for Regional Transportation. 2010. Regional Transit Development Plan.
Stantec Consulting Services Inc. 2012. Community Characteristics Report, R-2577.
Stokesdale Land Use Plan Review Committee. 2007. Stokesdale Future Land Use Plan.
Winston-Salem and Forsyth County City-County Planning Board. 2005. Comprehensive Bicycle Master
Plan.
Winston-Salem and Forsyth County City-County Planning Board. 2012. Greenway Plan Update.
Winston-Salem and Forsyth County City-County Planning Board. 2013. Legacy 2030.
Winston-Salem and Forsyth County City-County Planning Board. 2014. Walkertown Area Plan.
Winston-Salem and Forsyth County City-County Planning Board. 2016. East-Northeast Area Plan.
Winston-Salem and Forsyth County City-County Planning Board. 2017. Northeast Suburban Area Plan.
Winston-Salem Urban Area MPO. 2012. Comprehensive Transportation Plan.
Winston-Salem Urban Area MPO. 2015. 2040 Metropolitan Transportation Plan.
DocuSign Envelope ID: CDC0B6C9-CDDE-4A1C-A2AD-5A0E3608A933
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix A
Agency Coordination

US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix B
Traffic Volumes

STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
NOT
TO
SCALE
N
184
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
5
7
13
11
1
5
7
153
1
3
1
56
210
2
1
4
12
2
3
1
162
1 -
1163
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
3
8
133
12
6162
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
5
8
1
7
3
26
24
49
16
7
145
168
158
4
9
96
1 -
49
9
8
96
8
4
4
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
6
5
5
40
7
30
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
85
1
7
1
10
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
1
3
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
3
7
1
0
M
a
t
c
h
l
i
n
e

A
2
8
8
4
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
1
5
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
2
85
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
36
12
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1
PM
8

6
5
(4 ,7)
4
P
M
9

5
5
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
5
5

8

(
2
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M
5
5

8

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4,7 )
PM
8

6
5
(4 ,7)
PM
8

6
5
(4,7 )
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4 ,7 )
PM
8

6
0
(6 ,7)
PM
8

6
0
(6 ,8)
PM
8

6
0
(6,11 )
PM
8

6
0
(6 ,11 )
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M
5
5

8

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
8
1
P
M
5
5

9
(
4
,
2
)
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
85
Anthon
y

R
o
a
d
(SR 2034)
13
86
86
33
8
3
158
M
a
t
c
h
l
i
n
e

A
33
321-
15
2
4
117
21-
31
113 16
3
12
17
Fidelity Bank
Driveway
35
3
88
332
21
116 18
Shilling Street/
Stokesdale Street
(SR 2054)
14
8
10
2
3622
66
19 102
Clintwood Drive
(SR 2056)
2
11-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
20
1
218
1-1
20
Angel-Pardue
Road (SR 2102)2
1
Shilling Street
(SR 2054)
22
28
17
2
30
3
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
48
2
55 14
8
4
17
2
14
8
80 85
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
5
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
158
Bypass
Ma
t
c
h
l
i
n
e

B
53
45
50
55
2
63
14
65
Belews Creek Road
29
86
34
36 37 38
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
35
Sheet 2
PM
8 60
(6,15)
PM
8

6
0
(6 ,12 )
PM
8

6
0
(6 ,12 )
PM
8

6
0
(6 ,12)

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
1
,
8
)
PM
60 9
(4,4)
PM
60 9
(4,4)
PM
60 9
(4,4)
PM
60 9
(5,4)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)

P
M
12

6
0

(
4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
0
,
8
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
PM
60

9
(1
0
,
6
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
60

9
(1
0
,
6
)
PM
60

9
(9
,
1
1
)
PM
55 9
(6,4)
PM
55 9
(4,4)
PM
55 9
(6,4)
P
M
60

9
(6,
4
)
P
M
60

9
(6,4)
PM
8

6
0
(5,13 )
P
M
70

1
0
(
6
,
1
)
PM
8

6
0
(6,12 )
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
2
P
M
55

1
3
(
5
,
2
)
Oak Level
Church Road
(SR 2045)
Dorsett Downs Drive
(SR 4879)
NOT
TO
SCALE
N
158
6
24
21 8787 22 8383
44
83
Ellison

R
o
a
d
(SR 210
7
)
8
62
Athens
Road (SR 2101)
3
12
24
Flatrock Road
(SR 2105)
13
2
95
24
79
25
11
3
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
26
8
2
5
82 75 7085
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
220
220
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
Ma
t
c
h
l
i
n
e

B
158
Bypass
158
Bypass
39 23
31
27
32
33
7
8
20
17
20
NOT
TO
SCALE
N
Sheet 3
29 8
PM
55 9
(6,4)
PM
55 9
(6,4)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(6,4)
PM
10 65
(7,1)
PM
55

1
1
(12 ,1)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
202
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
6
3
19
11
1
4
6
1
175
1
3
1
60
236
2
1
5
13
2
3
1
185
1 -
1186
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
3
9
149
13
11185
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
5
8
1
7
3
31
24
52
18
7
165
190
158
5
1
114
1 -
51
9
8
114
8
4
4
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
6
5
6
44
7
32
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
104
1
7
1
10
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
2
3
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
3
9
1
1
M
a
t
c
h
l
i
n
e

A
2
8
8
4
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
2
5
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
3
105
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
8
3 Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
38
12
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1
PM
8

6
5
(4 ,7)
P
M
9

5
5
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
5
5

8

(
2
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M
5
5

8

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4,7 )
PM
8

6
5
(4,7)
PM
8

6
5
(4,7 )
PM
8

6
5
(4,7 )
PM
8

6
0
(6,7 )
PM
8

6
0
(6 ,8 )
PM
8

6
0
(6 ,11 )
PM
8

6
0
(6 ,11)
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M
5
5

8

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
P
M
5
5

9
(
4
,
2
)
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
NOT
TO
SCALE
N
105
Anthon
y

R
o
a
d
(SR 2034)
13
40
106
11
8
6
158
M
a
t
c
h
l
i
n
e

A
33
321-
15
2
4
89
21-
31
85 16
3
12
17
Fidelity Bank
Driveway
35
3
56
134
21
88 18
Shilling Street/
Stokesdale Street
(SR 2054)
16
7
12
1
2830
66
19 54
Clintwood Drive
(SR 2056)
2
11-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
20
1
218
1-1
20
Angel-Pardue
Road (SR 2102)2
1
Shilling Street
(SR 2054)
22
28
19
1
30
3
178
1621
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
27
2
55
2 14
6
4
17
9
52 37
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
5
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
50
42
29
82 86
36
14
74
8
65
Belews Creek Road
29
Sheet 2
PM
8 55
(6,12)
PM
55 8
(6,4)
PM
8 60
(3,12)
PM
8

6
0
(6 ,12 )
PM
8

6
0
(6,12 )

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
3
,
1
0
)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(4,3)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)
PM
12

6
0
(4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
2
,
1
0
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
PM
60

9
(1
2
,
8
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
55

9
(1
0
,
6
)
PM
55 9
(5,3)
PM
60 9
(3,3)
PM
55 9
(5,3)
P
M
60

9
(6,
4
)
P
M
60

9
(6,
4
)
PM
8

6
0
(2,10 )
PM
8

6
0
(4 ,9 )
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
Dorsett Downs Drive
(SR 4879)
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
Oak Level
Church Road
(SR 2045)
NOT
TO
SCALE
N
158
6
13
21 36 22 96
707
33
32
97
Ellison Road
(SR 2107 )
7
32
Athens
Road (SR 2101)
3
12
24
Flatrock Road
(SR 2105)
13
4
97
23
714
25
11
3
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
36
9
1
4
34
38
1-1-
31-
96 77 7237
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
220
220
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
158
Bypass
23
31
27
32
33
5
80
77
86
5
20
17
24
Sheet 3
35 8
8
PM
55 9
(5,3)
PM
55 9
(7,3)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(5,3)
PM
10 65
(7,1)
PM
55

1
1
(12,1
)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
PM
55

1
1
(12,1 )
PM
55

8
(6,4)
PM
55

8
(6,
4
)
PM
55 8
(6,4)
NOT
TO
SCALE
N
PM
8

6
5
(4 ,7 )
P
M
9

5
5
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
5
5

8

(
2
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M
5
5

8

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4,7 )
PM
8

6
5
(4,7)
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4 ,7)
PM
8

6
5
(4,7 )
PM
8

6
5
(4 ,7)
PM
8

6
0
(6,7)
PM
8

6
0
(6,8)
PM
8

6
0
(6,11 )
PM
8

6
0
(6,11 )
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M
5
5

8

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12)
PM
8

6
0
(6,12 )
P
M
5
5

9
(
4
,
2
)STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
202
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
6
3
19
11
1
4
6
1
175
1
3
1
60
236
2
1
5
13
2
3
1
185
1 -
1186
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
3
9
149
13
11185
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
5
8
1
7
3
31
24
52
18
7
165
190
158
5
1
114
1 -
51
9
8
114
8
4
4
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
6
5
6
44
7
32
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
104
1
7
1
10
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
2
3
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
3
9
1
1
M
a
t
c
h
l
i
n
e

A
2
8
8
4
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
2
5
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
3
105
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
8
3 Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
38
12
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
NOT
TO
SCALE
N
105
Anthon
y

R
o
a
d
(SR 2034)
13
16
5
95 12
4
1
158
M
a
t
c
h
l
i
n
e

A
30
291-
15
2
4
79
21-
31
75 16
3
12
17
Fidelity Bank
Driveway
33
3
52
330
21
78 18
Shilling Street/
Stokesdale Street
(SR 2054)
14
5
99
3622
66
19 66
Clintwood Drive
(SR 2056)
2
11-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
20
1
218
1-1
20
Angel-Pardue
Road (SR 2102)2
1
Shilling Street
(SR 2054)
22
28
3
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
525
13
11 441
23
13
2
56
4 15
0
4
16
9
11
0
45 49
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
3
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
35
45
7
13
1
5
15
30
1-1
3
10
14
65
Belews Creek Road
106
34
36
114
91 53373892
35
Sheet 2
10
0
PM
8 6
0
(6 ,14)
PM
8 55
(6,14)
PM
55 8
(6,4)
PM
8 55
(6,14)
PM
8 60
(2,1)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
PM
8

6
0
(2,1 )

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
1
,
8
)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(4,3)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)

P
M
12

6
0

(
4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
0
,
8
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
60

9
(1
0
,
6
)
PM
60

9
(9
,
8
)
PM
55 9
(5,3)
PM
55 9
(3,3)
PM
55 9
(5,3)
P
M
60

9
(6,4)
P
M
60

9
(6,
4
)
PM
8

6
0
(2,1)
PM
60

8
(6
,
1
4
)
P
M
70

1
0
(
6
,
1
)
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
P
M
55

1
3
(
5
,
2
)
Dorsett Downs Drive
(SR 4879)
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
Oak Level
Church Road
(SR 2045)
NOT
TO
SCALE
N
158
6
24
21 94
485
51 22 90
44
90
Ellison

R
o
a
d
(SR 210
7
)
10
73
Athens
Road (SR 2101)
3
12
24
Flatrock Road
(SR 2105)
13
6
93
22
77
25
11
3
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
26
8
2
5
89 76 7149
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2017 BASE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
220
220
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
158
Bypass
5
3
39 23
27 7
17
20
Sheet 3
35 8
8

P
M
5
5

8

(
6
,
4
)
PM
55 9
(5,3)
PM
55 9
(6,4)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(5,3)
PM
10 65
(7,1)
PM
55

1
1
(12 ,1)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
NOT
TO
SCALE
N
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
203
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
8
1
16
17
1
5
5
1
169
2
3
2
49
217
2
2
2
19
3
3
2
185
1
1185
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
6
0
5
5
7
44
26
54
13
5
4
0
180
9
12244
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
5
5
1
5
9
26
34
40
24
7
163
188
158
5
3
110
1 -
53
9
8
110
1
0
5
5
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
9
0
5
66
8
33
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
97
2
1
1
11
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
1
4
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
4
1
1
4
M
a
t
c
h
l
i
n
e

A
3
3
11
5
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
2
6
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
5
99
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
9
1 Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
29
14
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1
PM
8

6
5
(4 ,7)
P
M
8

6
0
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M

8

5
5

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4 ,7)
PM
8

6
5
(4,7 )
PM
8

6
0
(4,7 )
PM
8

6
0
(4,7)
PM
8

6
0
(4,7)
PM
8

6
0
(4,7 )
PM
8

6
0
(6 ,7)
PM
8

6
0
(6,8 )
PM
8

6
0
(6 ,11 )
PM
8

6
0
(6 ,11)
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M

8

5
5

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12 )
PM
8

6
0
(6,12 )
P
M

8

5
5
(
4
,
2
)

P
M
6
0

8

(
4
,
1
0
)
P
M
6
0

8

(
4
,
1
0
)

P
M
6
5

8

(
2
,
1
)
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
NOT
TO
SCALE
N
99
Anthon
y

R
o
a
d
(SR 2034)
13
101
101
37
17
7
158
M
a
t
c
h
l
i
n
e

A
34
331-
15
3
6
149
31-
42
144 16
4
22
17
Fidelity Bank
Driveway
39
4
124
633
31
149 18
Shilling Street/
Stokesdale Street
(SR 2054)
13
8
80
5523
1010
19 156
Clintwood Drive
(SR 2056)
4
31-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
33
1
429
1-1
20
Angel-Pardue
Road (SR 2102)4
2
Shilling Street
(SR 2054)
33
28
16
2
30
6
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
60
2
56
3
13
8
6
16
2
13
8
108 130
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
5
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
158
Bypass
Ma
t
c
h
l
i
n
e

B
90
76
62
56
3
79
14
65
Belews Creek Road
29
101
34
36 37 38
35
Sheet 2
PM
8 60
(6,15)
PM
8

6
0
(6 ,12 )
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
1
,
8
)
PM
60 9
(4,4)
PM
60 9
(4,4)
PM
60 9
(4,4)
PM
60 9
(5,4)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)

P
M
12

6
0

(
4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
0
,
8
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
PM
60

9
(1
0
,
6
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
60

9
(1
0
,
6
)
PM
60

9
(9
,
1
1
)
PM
55 9
(6,4)
PM
55 9
(4,4)
PM
55 9
(6,4)
P
M
60

9
(6,
4
)
P
M
60

9
(6,4)
PM
8

6
0
(5,13 )
PM
8

6
0
(6,12 )
P
M
70

1
0
(
6
,
1
)
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
P
M
55

1
3
(
5
,
2
)
Dorsett Downs Drive
(SR 4879)
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
Oak Level
Church Road
(SR 2045)
NOT
TO
SCALE
N
158
6
24
21 133133 22 128128
99
128
Ellison

R
o
a
d
(SR 210
7
)
9
72
Athens
Road (SR 2101)
7
34
24
Flatrock Road
(SR 2105)
23
3
17
8
32
1025
25
13
4
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
38
11
4
10
127 86 81130
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR NO-BUILD
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
73 220
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
Ma
t
c
h
l
i
n
e

B
158
Bypass
158
Bypass
39 23
31
27
32
33
14
18
38
32
38
Sheet 3
58 9
PM
55 9
(6,4)
PM
55 9
(6,4)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(6,4)
PM
10 65
(7,1)
PM
55

1
1
(12 ,1 )

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
73 220
NOT
TO
SCALE
N
PM
8

6
5
(4 ,7)
P
M
8

6
0
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
6
5

8

(
2
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M

8

5
5

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4,7 )
PM
8

6
5
(4,7)
PM
8

6
0
(4,7)
PM
8

6
0
(4,7)
PM
8

6
0
(4,7 )
PM
8

6
0
(4,7 )
PM
8

6
0
(6 ,7 )
PM
8

6
0
(6,8 )
PM
8

6
0
(6,11 )
PM
8

6
0
(6 ,11)
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M

8

5
5

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
258
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
8
8
23
17
1
5
5
1
231
2
3
2
49
279
2
2
2
19
3
3
2
247
1
1247
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
6
0
6
0
5
66
26
100
37
5
4
1
280
9
13350
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
3
4
1
6
1
26
34
41
46
7
238
267
158
5
7
181
1 -
57
9
8
181
1
0
5
5
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
9
5
5
71
8
37
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
168
2
1
1
11
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
1
4
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
4
5
1
4
M
a
t
c
h
l
i
n
e

A
3
3
11
5
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
2
6
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
5
170
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
9
1 Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
29
14
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1

P
M
6
0

8

(
4
,
1
0
)
P
M
6
0

8

(
4
,
1
0
)
P
M
8

5
5
(
4
,
2
)
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
NOT
TO
SCALE
N
170
Anthon
y

R
o
a
d
(SR 2034)
13
47
172
15
17
10
158
M
a
t
c
h
l
i
n
e

A
33
321-
15
3
6
119
31-
42
114 16
4
22
17
Fidelity Bank
Driveway
38
4
95
632
31
119 18
Shilling Street/
Stokesdale Street
(SR 2054)
17
6
11
8
4632
1010
19 109
Clintwood Drive
(SR 2056)
4
31-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
33
1
429
1-1
20
Angel-Pardue
Road (SR 2102)4
2
Shilling Street
(SR 2054)
33
28
20
0
30
6
248
2837
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
33
2
56
3 14
9
6
16
7
79 83
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
4
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
87
73
35
141 148
43
14
133
8
65
Belews Creek Road
29
Sheet 2
PM
8 55
(6,12)
PM
55 8
(6,4)
PM
8 60
(3,12)
PM
8

6
0
(6 ,12)
PM
8

6
0
(6 ,12 )

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
3
,
1
0
)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(4,3)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)

P
M
12

6
0

(
4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
2
,
1
0
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
PM
60

9
(1
2
,
8
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
55

9
(1
0
,
6
)
PM
55 9
(5,3)
PM
55 9
(5,3)
P
M
60

9
(6,
4
)
P
M
60

9
(6,
4
)
PM
8

6
0
(2,10
)
PM
8

6
0
(4,9 )
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
Dorsett Downs Drive
(SR 4879)
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
Oak Level
Church Road
(SR 2045)
PM
60 9
(3,3)
NOT
TO
SCALE
N
158
6
13
21 83 22 172
11421
79
75
174
8
42
Athens
Road (SR 2101)
7
34
24
Flatrock Road
(SR 2105)
24
0
16
7
33
1039
25
13
4
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
48
12
3
9
56
511
1-1-
61-
173 88 8383
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 2
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
158
Bypass
23
31
27
32
33
12
141
13
5
148
12
38
32
43
Sheet 3
PM
55 9
(5,3)
PM
55 9
(7,3)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(5,3)
PM
10 65
(7,1)
PM
55

1
1
(12 ,1)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
PM
55

1
1
(12,1)
PM
55

8
(6,4 )
PM
55

8
(6,
4
)
PM
55 8
(6,4)
89 9
18
73 220
73 220Ellison Road
(SR 2107 )
NOT
TO
SCALE
N
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
258
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
Old Gre
e
n
s
b
o
r
o
Road
8
8
23
17
1
5
5
1
231
2
3
2
49
279
2
2
2
19
3
3
2
247
1
1247
4
William

T
u
c
k
e
r

Road /Old Be
l
e
w
s
Creek R
o
a
d
(SR 24
0
5
)
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
5
6
0
6
0
5
66
26
100
37
5
4
1
280
9
13350
6
Old Be
l
e
w
s
Creek R
o
a
d
(SR 2385)
Old Ho
l
l
o
w

R
o
a
d
1
3
4
1
6
1
26
34
41
46
7
238
267
158
5
7
181
1 -
57
9
8
181
1
0
5
5
10
Old Fla
t

R
o
c
k
Road (SR 2011)
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 1 of 3
Reidsville
Road
Darrow
Road (SR 2385)
9
5
5
71
8
37
Vance
R
o
a
d
(SR 20
1
4
)
Belews

C
r
e
e
k
Road (
S
R

1
9
6
5
)
168
2
1
1
11
11
Goodw
i
l
l

C
h
u
r
c
h

Road (SR 197
1
)
1
4
Goodw
i
l
l

C
h
u
r
c
h
Road (
S
R

1
9
7
1
)
4
5
1
4
M
a
t
c
h
l
i
n
e

A
3
3
11
5
12
Piney G
r
o
v
e
Road (S
R

1
9
6
9
)
2
6
Kerner
s
v
i
l
l
e
Road (SR 196
2
)
2
5
170
Old Gre
e
n
s
b
o
r
o
Road (S
R

2
3
7
7
)
9
1 Gaither

R
o
a
d
(SR 239
8
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
Old Be
l
e
w
s
Creek R
o
a
d
(SR 23
9
6
)
29
14
158
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
66
Old Ho
l
l
o
w

R
o
a
d
66
74
Winston
-
Salem
Northe
r
n

B
e
l
t
w
a
y
74
She
e
t

1
PM
8

6
5
(4 ,7)
P
M
8

6
0
(
6
,
1
)
P
M
8

7
0
(
8
,
1
)

P
M
6
5

8

(
2
,
1
)

P
M
5
5

1
0

(
3
,
1
)

P
M

8

5
5

(
4
,
2
)

P
M
6
5

1
2

(
5
,
1
)

P
M
5
5

1
2

(
3
,
1
)
PM
8

6
5
(4 ,7 )
PM
8

6
5
(4 ,7 )
PM
8

6
0
(4,7 )
PM
8

6
0
(4,7)
PM
8

6
0
(4,7 )
PM
8

6
0
(4,7 )
PM
8

6
0
(6 ,7)
PM
8

6
0
(6 ,8 )
PM
8

6
0
(6 ,11 )
PM
8

6
0
(6 ,11)
P
M
6
5

1
0
(
3
,
2
)
P
M
6
0

1
0
(
3
,
1
)
P
M

8

5
5

(
3
,
1
)
P
M
1
0

5
5
(
4
,
1
)
P
M
6
5

1
2
(
3
,
1
)

P
M
7
0

1
1

(
4
,
2
)
P
M
7
0

1
1
(
4
,
4
)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
P
M

8

5
5
(
4
,
2
)

P
M
6
0

8

(
4
,
1
0
)
P
M
6
0

8

(
4
,
1
0
)
P
M
5
5

9
(
2
,
1
)
P
M
6
5

1
0
(
2
,
1
)
NOT
TO
SCALE
N
170
Anthon
y

R
o
a
d
(SR 2034)
13
23
6
155 15
8
4
158
M
a
t
c
h
l
i
n
e

A
30
291-
15
3
6
84
31-
42
79 16
4
22
17
Fidelity Bank
Driveway
36
4
62
630
31
84 18
Shilling Street/
Stokesdale Street
(SR 2054)
12
9
71
5523
1010
19 94
Clintwood Drive
(SR 2056)
4
31-
Vaughn
Street
(SR 2051)
Newberry Street
(SR 2053)
Newberry Street
(SR 2053)
Ma
t
c
h
l
i
n
e

B
Purgason
Lane
33
1
429
1-1
20
Angel-Pardue
Road (SR 2102)4
2
Shilling Street
(SR 2054)
33
28
6
Lester Road
(SR 2048)
Ellisboro Road
(SR 2046)
1030
14
11 1757
34
19
2
57
5 15
5
6
15
3
88
47 68
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 2 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
158
65
Belew
s

C
r
e
e
k

R
o
a
d
4
65 68
68
158
Bypass
Ma
t
c
h
l
i
n
e

B
40
76
8
26
1
19
21
22
1-1
4
16
14
65
Belews Creek Road
172
34
36
175
151 1103738152
35
Sheet 2
PM
8

6
0
(6 ,14 )
PM
8 55
(6,14)
PM
55 8
(6,4)
PM
8 55
(6,14)
PM
8 60
(2,1)
PM
8

6
0
(6,12 )
PM
8

6
0
(6 ,12)
PM
8

6
0
(2,1 )

P
M
55

8

(
4
,
1
)
PM
12

5
5
(6
,
1
)

P
M
60

9

(
1
1
,
8
)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(3,3)
PM
60 9
(4,3)

P
M
65

1
0

(
4
,
1
)
PM
11

5
5
(4
,
1
)

P
M
12

6
0

(
4
,
1
)
PM
55

1
0
(3
,
1
)
PM
8

5
5
(2
,
1
)
PM
60

9
(1
0
,
8
)

P
M
55

8

(
2
,
1
)
PM
55

1
2
(2
,
1
)
P
M
8

5
5
(
8
,
1
)
PM
60

9
(9
,
1
1
)
PM
65

1
0
(3
,
1
)
PM
60

9
(1
0
,
6
)
PM
60

9
(9
,
8
)
PM
55 9
(5,3)
PM
55 9
(3,3)
PM
55 9
(5,3)
P
M
60

9
(6,4)
P
M
60

9
(6,
4
)
PM
8

6
0
(2,1)
PM
60

8
(6
,
1
4
)
16
1
P
M
70

1
0
(
6
,
1
)
P
M
70

1
0
(
6
,
1
)
P
M
55

1
3
(
5
,
2
)
P
M
55

1
3
(
5
,
2
)
Dorsett Downs Drive
(SR 4879)
65
Bel
e
w
s

C
r
e
e
k

R
o
a
d
Oak Level
Church Road
(SR 2045)
NOT
TO
SCALE
N

P
M
5
5

8

(
6
,
4
)
PM
55 9
(5,3)
PM
55 9
(6,4)
PM
55 9
(8,4)
PM
8

5
5
(3
,
1
)
PM
60

9
(3
,
1
)
PM
12

6
5
(9
,
1
)

P
M
65

1
0

(
7
,
4
)
PM
65

1
0
(7
,
4
)
PM
9

6
0
(4
,
1
)
PM
65

1
0
(4
,
1
)
PM
55 9
(8,4)
PM
55 9
(8,4)
PM
10 55
(6,3)
PM
10 55
(6,3)
PM
55 9
(5,3)
PM
10 65
(7,1)
PM
55

1
1
(12 ,1)

P
M
65

1
2

(
6
,
2
)

P
M
65

1
2

(
6
,
2
)
158
6
24
21 169
1046
71 22 164
99
164
Ellison

R
o
a
d
(SR 210
7
)
11
83
Athens
Road (SR 2101)
7
34
24
Flatrock Road
(SR 2105)
24
3
16
1
32
1029
25
13
4
26
Spotswood
Road (SR 2104)
Countryside Village
Retirement Community
Southard
Road (SR 2103)
38
11
4
10
163 87 8268
Eversfield
Road (SR 2109)
STIP: R-2577 WBS: 37405.1.1
Forsyth/Guilford DIVISION: 7/9
DATE: July 2017
PREPARED BY: HNTB North Carolina, PC
LOCATION:
US 158 (Reidsville Road) Widening
2040 FUTURE YEAR BUILD ALTERNATIVE 3
L E G E N D
K PM
(d,t)D COUNTY:
PROJECT:
ANNUAL AVERAGE
DAILY TRAFFIC
K
PM
D
(d,t)
Design Hour Factor (%)
PM Peak Period
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
North of US 421/I-40 Business to
US 220 (Future I-73)
Sheet 3 of 3
= Study Area Intersection ID
No. of Vehicles Per Day (VPD) in 100s
Less than 50 VPD
Proposed Roadway
X
###
1-
------
Ma
t
c
h
l
i
n
e

B
158
Ma
t
c
h
l
i
n
e

B
158
Bypass
1
1
0
39 23
27 14
32
38
Sheet 3
18
89 9
73 220
73 220
NOT
TO
SCALE
N
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix C
Cultural Resource Coordination

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

May 9, 2013

MEMORANDUM

TO: Vanessa Patrick
Human Environment Unit
NC Department of Transportation

FROM: Ramona M. Bartos

SUBJECT: Architectural Survey Report, Improvements to US 158 from North of US 421/I-40B to US
220, R-2577ABC, Forsyth and Guilford Counties, ER 04-1615

Thank you for your letter of April 22, 2013, transmitting the above report.

For the purpose of compliance with Section 106 of the National Historic Preservation Act, we concur that the
Edgewood Baptist Church (FY 3292) is eligible for listing in the National Register of Historic Places under
Criterion C for architecture, that it meets Criteria Consideration A for religious properties and Criteria
Consideration G for properties less than fifty years old, and that the proposed boundaries appear appropriate.

We believe that the Stokesdale Residential and Commercial Historic District as proposed in the report is too
large given the modern development between the commercial core and US 158, and using the former railroad
corridor as the spine of the district is not appropriate. We concur that a smaller Stokesdale Commercial
Historic District (GF 2050), focused on the commercial properties on the northeast side of Main Street, is
eligible for listing in the National Register under Criterion A for commerce and community
planning/development and Criterion C for architecture. A map of our proposed National Register boundaries
is attached.

We consider three properties that the report includes in the larger proposed district individually eligible for
listing in the National Register:

 D.A. Jones House (GF 1702), Criterion C for architecture;
 Taylor-Edwards House (GF 1703), Criterion C for architecture; and,
 Bi-Rite Supermarket (GF 8327), Criterion A for commerce and Criterion C for architecture.

A map showing the proposed boundaries of these three properties is also attached. We believe that the
remaining properties proposed for inclusion in the larger district lack the historic significance and/or integrity
required to be individually eligible.

We concur that the Wray House (GF 1709) is eligible for listing in the National Register under Criterion C for
architecture. However, we do not believe that the report has demonstrated the property’s historic agricultural
significance. Under Criterion C only, the National Register boundary should include only the property on the
west side of Purgason Lane to provide an adequate setting for the house.

We believe that the Bel Air Drive-In Theater (FY 3269) is historically significant under Criterion A for
recreation/entertainment and that it retains sufficient integrity, including the screen, layout, concession
building, and ticket booth, such that it is eligible for listing in the National Register. A map of our proposed
National Register boundaries is attached.

We concur that, barring additional information to the contrary, the following properties are not eligible for
listing in the National Register:

 Crews United Methodist Church and Cemetery (FY 3959);
 Lowery-Martin House (FY 0687);
 Elm Grove Baptist Church Cemetery (GF 8388);
 Flat Rock United Methodist Church and Cemetery (GF 0554); and,
 The remaining properties listed in the Appendix.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-
[e-mail]. In all future communication concerning this project, please cite the above referenced
tracking number.

Attachment

cc: Mary Pope Furr, NC DOT, [e-mail]

El
l
i
s
b
o
r
o

R
d
U
S
-
1
5
8

H
W
Y
Shill
i
n
g

S
t
S
t
o
k
e
s
d
a
l
e

S
t
S
t
r
a
n
d

D
r
New
b
e
r
r
y

S
t
Glory Rd
Stokesdale Commercial Historic District (GF 2050)
SHPO Proposed National Register Boundary

0 50 100 150 20025
Feet
1 inch = 100 feet
Martin St
Reid
s
v
i
l
l
e

R
d
Old H
o
l
l
o
w

R
d
Bel Air Drive-In Theater (FY 3269)
SHPO Proposed National Register Boundaries

0 50 100 150 20025
Feet
1 inch = 100 feet
US-
1
5
8

H
W
Y
El
l
i
s
b
o
r
o

R
d
Stok
e
s
d
a
l
e

S
t
Vau
g
h
n

S
t
Belews

C
r
e
e
k

R
d
S
t
r
a
n
d

D
r
Bi-Rite Supermarket (GF 8327), D.A. Jones House (GF 1702),
and Taylor-Edwards House (GF 1703)
SHPO Proposed National Register Boundaries
1 in = 150 feet
0 150 300 450 60075
Feet
D.A. Jones House (GF 1702)
Taylor-Edwards House (GF 1703)
Bi-Rite Supermarket (GF 8327)
25 June 18
RODEN
REYNOLDS.BRYAN.KENNETH.1263385574
Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA,
cn=RODEN REYNOLDS.BRYAN.KENNETH.1263385574
Date: 2018.06.25 12:55:43 -04'00'
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix D
Relocation Reports

FRM15-E

EIS R E L O C A T I O N R E P O R T
North Carolina Department of Transportation
RELOCATION ASSISTANCE PROGRAM
E.I.S. CORRIDOR DESIGN
WBS ELEMENT: 37405.1.1 COUNTY Forsyth & Guilford Section C, Segment 3, Alt 3
T.I.P. NO.: R-2577ABC
DESCRIPTION OF PROJECT: US 158 Improvements from North of US 421/I-40 Business in Forsyth Co to I-73/US 220 in
Guilford Co
ESTIMATED DISPLACEES INCOME LEVEL
Type of
Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP
Residential 22 7 29 15 6 10 13
Businesses 2 2 4 0 VALUE OF DWELLING DSS DWELLING AVAILABLE
Farms Owners Tenants For Sale For Rent
Non-Profit 0-20M $ 0-150 0-20M 0 $ 0-150 0
ANSWER ALL QUESTIONS 20-40M 150-250 20-40M 5 150-250 0
Yes No Explain all "YES" answers. 40-70M 5 250-400 2 40-70M 5 250-400 0
1. Will special relocation services be necessary? 70-100M 3 400-600 4 70-100M 10 400-600 10
2. Will schools or churches be affected by 100 UP 14 600 UP 1 100 UP 100+ 600 UP 50
displacement? TOTAL 22 7 120+ 60
3. Will business services still be available REMARKS (Respond by Number)
after project?
3. OVERALL MARKET OF BUSINESS SERVICE IS AMPLE
4. DISPLACING AN OFFICE BUILDING APPROX 5 EMPLOYEES
8. I ANTICIPATE HIGH RENT SUPPLEMENT AND RHP
CALCULATIONS
11. NOT AFFECT ON PUBLIC HOUSING BY THE PROJECT
12. OVERALL HOUSING MARKET PROVIDES AMPLE HOUSING
14. OVERALL BUSINESS MARKET UNAFFECTED BY PROJECT
4. Will any business be displaced? If so,
indicate size, type, estimated number of
employees, minorities, etc.
5. Will relocation cause a housing shortage?
6. Source for available housing (list).
7. Will additional housing programs be
needed?
8. Should Last Resort Housing be
considered?
9. Are there large, disabled, elderly, etc.
families?
10. Will public housing be needed for project?
11. Is public housing available?
12. Is it felt there will be adequate DSS housing
housing available during relocation period?
13. Will there be a problem of housing within
financial means?
14. Are suitable business sites available (list
source).
15. Number months estimated to complete
RELOCATION? 24

10/30/18
Right of Way Agent Date Relocation Coordinator Date
FRM15-E
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix E
Merger Team Concurrence Forms

Concurrence Point No. 4A Merger Project Team Meeting Agreement 
Page 1 of 2 
Merger Project Team Meeting Agreement 
Concurrence Point No. 4A: Avoidance and Minimization 
Project Name/Description: US 158 (Reidsville Road), Widen to multi‐lane facility, from multi‐lanes north 
of I‐40 Business in Forsyth County to US 220 in Guilford County 
TIP Project: R‐2577 
WBS No.: 37405 
Avoidance and Minimization:  
Based upon the current project development and design information, the jurisdictional impacts have 
been avoided and minimized to the maximum extent practicable. The following avoidance and 
minimization measures have been utilized: 
1. Existing culverts at the following locations will be replaced with dual bridges: 
 Lowery Mill Creek – proposed bridge lengths of 85’ 
 Belews Creek – proposed bridge lengths of 110’ 
2. Bridge 164 over Belews Lake will be replaced with dual bridges (100’) and the vertical alignment has 
been adjusted at Belews Lake crossing (raised 4’). 
3. Sideslopes will be reduced from 6:1 to 2:1, where possible and without requiring the installation of 
guardrail, to further minimize stream and wetland impacts: 
 R‐2577 A&B – an estimated reduction of 96 LF of overall stream impacts 
 R‐2577 A&B segment 3 transitional widening – an estimated reduction of 101 LF of stream 
impacts 
 R‐2577C Alternative 2 – an estimated reduction of 9 LF of stream impacts 
 R‐2577C Alternative 3 – an estimated reduction of 21 LF of stream impacts 
Additional minimization measures for non‐jurisdictional resources have been incorporated into the 
preliminary design plans: 
1. Edgewood Baptist Church (eligible for National Register of Historic Places [NRHP]) – minimized 
impacts to church and residences across the street: 
 shifted alignment slightly to the south 
 reduced median width to 23’ 
 tightened side slopes to 2:1 
 proposed retaining wall in front of church parking lot 
2. Drive‐In Movie Theater (eligible for NRHP) – tightened side slopes to reduce impacts 
Comments:___________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________ 
_____________________________________________________________________________________ 
The Project Team has concurred on this date of May 16, 2018 with the avoidance and minimization 
measures for TIP Project R‐2577. 
US 158 (Reidsville Road) Improvements – STIP Project No. R-2577

STATE ENVIRONMENTAL ASSESSMENT / FINDING OF NO SIGNIFICANT IMPACT December 2018

Appendix F
Supporting Figures

Pr
e
l
i
m
i
n
a
r
y

N
e
w

L
o
c
a
t
i
o
n

A
l
t
e
r
nati
ve
s
f
o
r

R
-
2
5
7
7
C
SFH
SF
G
SF
J
S
F
K
SF
C
WIEWIF
£¤158
£¤158
Edgewood
Baptist
Church
R
i
c
k
a
r
d

D
r
P
e
e

W
e
e

C
t
S
t
i
l
l
m
e
r
e

D
r
Reidsvill
e

R
d
Lakel
a
n
d

A
v
e
D
r
e
x
e
l

S
t
Tam
r
a

L
n
Long L
e
a
f

D
r
Pala
c
e

A
v
e
Old B
e
l
e
w
s

C
r
e
e
k

R
d
S
B

4
2
1
E
d
r
e
m

A
v
e
B
e
e
s
o
n

D
a
i
r
y

R
d
E
a
r
l

S
t
B
r
e
v
a
r
d

S
t
Hub
b
a
r
d

R
d
N
B

4
2
1
Dayto
n

S
t
T
r
a
n
q
u
i
l

A
v
e
D
o
n
n
a

A
v
e
A
n
g
e
l

D
r
Blai
n
e

S
t
Har
v
e
s
t

D
r
D
a
r
e

A
v
e
O
l
d

G
r
e
e
n
s
b
o
r
o

R
d
Fri
e
s

D
r
Ch
u
r
c
h
l
a
n
d

D
r
Robe
r
t
s
o
n

D
r
G
a
i
t
h
e
r

R
d
Granby St
Stokes
d
a
l
e

A
v
e
F
o
r
e
s
t

V
a
l
l
e
y

D
r
St
a
n
l
e
y

A
v
e
Petree
Elementary
Crews United
Methodist Church
Manna
Baptist
Church
L
o
w
e
r
y
M
i
l
l

C
r
e
e
k
L o w ery
M i l l C r eek
Martin
Mill Creek
L o w e ry
M i l l C ree k
S a l e m C reek(Middle ForkMuddyCreek,Salem Lake
)
S a l e m C r e e k (M i d dle Fork
M u d d y C r e e k ,S a lem Lake)
Salem C r e e k (Mid
dle
Fo r kMuddyCreek,Sale
m
Lak e )
F r az i er Creek
(W i n s t on Lake)
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1a
¯
Historic Resource
5 School
î Church
H Gas Station
Alt 3
Alt 2
U
-
2
5
7
9
Existing
3-barrel 7'x10'
bottomless culvert
SE
V
SE
Z
SF
B
S
F
A
SEY
SF
C
S
F
C
SE
X
SEU
SFB
SE
W
S
E
U
SEU
SEW
WHS
WHT
WHU
WHV
WHX
WHY
WHZ
WIB
WIC
WID
WIE
£¤158
La
m
o
n
d

D
r
C
h
a
r
-
W
i
n

D
r
Old Belews C
r
e
e
k

R
d
S
u
d
s
b
e
e

L
n
P
e
e

W
e
e

C
t
Imp
e
r
i
a
l

D
r
Pala
c
e

A
v
e
Ina

L
n
Mo
r
r
i
s

R
d
Cha
l
e
t

D
r
Long
L
e
a
f

D
r
St
a
n
l
e
y

A
v
e
Whirl-Win Dr
Plat
a

D
r
Reidsville Rd
Walk
e
r
t
o
w
n
-
G
u
t
h
r
i
e

R
d
De
a
m
o
n

C
t
Long-Win Dr
Se
r
e
n
e

S
t
Reno

C
t
T
r
a
n
q
u
i
l

A
v
e
V
i
s
t
a

L
i
n
d
o

C
t
C
a
l
e

C
t
C
o
n
e
b
u
r
y

L
n
A
n
g
e
l

D
r
Es
t
h
e
r

L
n
B
r
e
v
a
r
d

S
t
D
a
r
e

A
v
e
K
a
t
i
e
s

T
r
l
Rock
y

F
o
r
d

L
n
Sportsman
s

D
r
Parad
i
s
e

L
n
S
w
a
i
n

L
n
L
a
r
g
o

D
r
G
o
s
p
e
l

L
i
g
h
t

C
h
u
r
c
h

R
d
Willis
t
o
n

R
d
Old
B
e
l
e
w
s

C
r
e
e
k

R
d
Middle Fork
Elementary
Harvest
Baptist
Church
Temple
Baptist
Church
Lowery Mill Creek
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1b
¯
5 School
î Church
Alt 3
Alt 2
SE
O
SEP
SES
SE
U
SER
SET
S
E
N
SES
WHO
WHP
WHQ
WHS
WHU
")66
")66
£¤158 £¤158
Bel Air
Drive-in
Theater
Se
g
m
e
n
t

1
Se
g
m
e
n
t

2
Se
g
m
e
n
t

2
Se
g
m
e
n
t

3
Se
c
t
i
o
n

A
Se

t
i
G
e
o
r
g
e

W
e
s
t

R
d
Cha
l
e
t

D
r
Reidsville Rd
S
h
e
f
f
i
e
l
d

P
l
a
c
e

D
r
Dar
r
o
w

R
d
V
a
n
c
e

R
d
Old Be
l
e
w
s

C
r
e
e
k

R
d
Old

6
6

C
r
k
Old

H
o
l
l
o
w

R
d
Wa
l
k
e
r
t
o
w
n
-
G
u
t
h
r
i
e

R
d
S
w
a
i
n

L
n
Morris Chapel
United Methodist
Church
Ma
r
t
i
n

M
i
l
l

C
r
e
e
k
M a r ti n
M ill Cr e e k
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1c
¯
Historic Resource
î Church
H Gas Station
Alt 3
Alt 2
S
E
E
SE
I
SE
H
SEG
S
E
D
S
E
M
SE
K
S
E
H
SE
K
SEL
WHC
WHD
WHF
WHH
WHI
WHK
WHL
WHM
WHN
£¤158
Se
g
m
e
n
t

3
Se
g
m
e
n
t

4
S
e
c
t
i
o
n

A
S
e
c
t
i
o
n

B
Bux
b
u
r
y

C
t
B
i
e
n
a
r
d

D
r
S
a
l
e
m

Q
u
a
r
t
e
r

R
d
Ri
v
e
r
t
o
n

R
d
Buc
k
l
e
y

F
o
r
e
s
t

T
r
l
Williams
h
i
r
e

C
t
W
a
l
l
y
f
o
r
d

L
n
R
i
v
e
r
w
o
o
d

R
d
B
u
x
w
i
n

D
r
El
l
w
o
r
t
h

R
i
d
g
e

C
t
Vance RdSu
m
m
i
t

D
r
Ki
t
t
y

L
n
She
f
f
i
e
l
d

P
l
a
c
e

D
r
W
o
o
d
m
e
r
e

D
r
E
l
d
r
e
d

R
d
Ashe
b
y

D
r
Ro
b
i
n
e
t
t
e

L
n
C
e
d
a
r

C
a
n
y
o
n

R
d
Ra
i
l

F
e
n
c
e

R
d
Bele
w
s

C
r
e
e
k

R
d
Reidsville Rd
Old Flatro
c
k

R
d
Welcome Home
Baptist
Church
W e s t B e l e w s C r eek
(L i t t l e B e l e w s Creek)
Left Fork Bel ew s Cr eek
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1d
¯
î Church
H Gas Station
Alt 3
Alt 2
S
E
C
SD
U
SD
V
S
E
I
SDW
SD
Z
S
E
F
SDS
WGVWGWWGX
WGY
WGZ
WHA
WHB
WHE
WHG
WHJ
WHK
£¤158
Se
g
m
e
n
t

3
Se
g
m
e
n
t

4
Reidsville R
d
Old Flatrock

R
d
B
r
i
n
k
l
e
y

R
d
R
a
i
l

F
e
n
c
e

R
d
H a rtley
C re e k
Belews Creek
L e f t Fo rk B el ews Cre ek
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1e
¯
Alt 3
Alt 2
Existing 6-barrel
9'x7'
culvert
SDP
S
D
Q
S
C
W
SD
I
SDJ
S
D
N
SD
N
SD
L
S
D
G
S
D
P
SD
R
SDS
WFO
WGE
WGF
WGG
WGI
WGJ
WGK
WGM
WGNWGO
WGP
WGQ
WGR
WGS
WGTWGU
£¤158
Se
g
m
e
n
t

4
Se
g
m
e
n
t

5
D
e
e
r

P
a
t
h

L
n
G
o
o
d
w
i
l
l

C
h
u
r
c
h

R
d
W
h
i
t
e

T
a
i
l

T
r
l
Reidsville Rd
Poin
d
e
x
t
e
r

F
a
r
m

R
d
Fulton Ln
Kern
e
r
s
v
i
l
l
e

R
d
Pin
e
y

G
r
o
v
e

R
d
Pierce Managment
Group Assisted
Living
B elews
Lake
Belews Creek
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1f
¯
Alt 3
Alt 2
94-foot
existing bridge
SDG
SD
F
SDI
S
C
Z
SCR
SDG
SCZ
WFE
WFI
WFJ
WFK
WFL
WFMWFN
WGC
WGD
WGG WGH
WGI
WGJ
WGK
WGL
£¤158
S
e
g
m
e
n
t

5
S
e
g
m
e
n
t

6
Se
g
m
e
n
t

6
Se
g
m
e
n
t

7
Ker
n
e
r
s
v
i
l
l
e

R
d
Reidsville R
d
W
i
l
l
o
w

S
p
r
i
n
g
s

L
n
M
a
r
i
o
n

P
o
i
n
t

C
t
US-158 HWY
M
a
r
i
o
n

P
o
i
n
t
e

D
r
M
a
r
i
o
n

P
o
i
n
t
e

C
t
Hap
p
y

H
i
l
l

R
d
Co
l
d
w
a
t
e
r

R
d
Bel e w s
L a k e
B e l e w s Lake
Ki n gs C reek
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1g
¯
Alt 3
Alt 2
SB
Z
SB
M
SC
M
SCN
S
B
S
S
C
X
SCL
SC
B
SDE
SB
W
SC
A
S
D
B
SC
S
SD
C
SB
Y
SBL
SBK
SD
A
SCC
SB
X
SDD
SC
R
SB
Y
S
B
U
SC
L
SCO
SB
R
SCZ
SCO
SCP
SCJ
SCZ
SCZ
S
B
Z
SBO
SBO
WCQ
WCS
WCTWCU
WCV
WCW
WCZ
WDA WDB
WDE
WDF WDG
WDH
WDI
WDJ
WDK
WDL
WDM
WEC
WEG
WEH
WEI
WEJ
WEK
WEL
WEM
WEN
WEO
WEP
WEQ
WEV
WEW
WEX
WEY
WEZWEZ100
WFA
WFBWFCWFD
WFF
WFGWFH
WFQ
WFR
WFS
WFT
WFU
WFV
WFW
WFX
WFY
WFZ
WGB
")65
£¤158
Se
c
t
i
o
n

C
Se
c
t
i
o
n

B
Cro
f
t

D
r
US-158 HWY
Belews
C
r
e
e
k

R
d
Ke
l
l
y

L
e
e

D
r
W Fa
l
l
s

L
n
A
n
t
h
o
n
y

R
d
Pea
r
m
a
n

Q
u
a
r
r
y

R
d
S
e
l
f

R
d
Colgate Rd
Stokesdale
Church of God
Oak Springs Missionary
Baptist Church
Kings Cr e e k
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1h
¯
Cemetery
î Church
Alt 3
Alt 2
SAT
S
B
G
SA
S
S
B
H
S
B
I
S
B
D
S
B
G
S
B
I
S
A
W
SB
L
SAUS
A
R
SB
K
SAM
S
B
F
SAY
S
B
D
SBF
S
B
A
SB
D
S
B
A
S
B
K
SBC
SB
G
S
B
F
SAU
SBC
WAW
WBH
WBI
WBJ
WBK
WBL
WBN
WBO
WBP
WBS
WBW
WBX
WBY
WBZ
WCA
WCB
WCC
WCD
WCE
WCF
WCG
WCH
WCI
WCJ
WCK
WCL
WCMWCN
WCO
WCP
WCQ
WCR
WCS
WCTWCU
WCV
WCW
")65
")68
")65
")65
")68
£¤158
Stokesdale
Commercial
Historic District
Dr.
Taylor-Edwards
House
D.A.
Jones
House
Bi-Rite
Supermarket
Wray
House
Vaug
h
n

S
t
C
l
i
n
t
w
o
o
d

D
r
Ba
r
n
e
y

R
d
Stok
e
s
d
a
l
e

S
t
New
b
e
r
r
y

S
t
Sh
i
l
l
i
n
g

S
t
Ly
m
a
n

S
t
Lester Rd
Iva
n

S
t
NC
-
6
8

N
Stokesdale St
Sprin
g
d
a
l
e

M
e
a
d
o
w

D
r
Belews Cree
k

R
d
Sp
r
i
n
g
b
i
r
c
h

D
r
Str
a
n
d

D
r
Ell
i
s
b
o
r
o

R
d
US-158 HWY
McCrory
R
d
O
a
k

L
e
v
e
l

C
h
u
r
c
h

R
d
Deer
P
a
t
h

C
t
Seagraves
D
r
K
e
l
l
y

L
e
e

D
r
G
r
a
y
s

H
a
r
b
o
r

R
d
Marn
e

D
r
Spr
i
n
g
d
a
l
e

M
e
a
d
o
w

C
t
Cr
o
f
t

D
r
Ara
p
a
h
o
e

D
r
S Poin
t

D
r
W Falls Ln
Gid
e
o
n

G
r
o
v
e

R
d
Stokesdale
United Methodist
Church
The Heritage
Baptist Church
Stokesdale
Christian Church
Stokesdale
Baptist Church
Faith Baptist
Tabernacle Church
T r ou bl e s o m e
C r e e k
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1i
¯
Historic Resource
Cemetery
î Church
H Gas Station
r Fire Station
Alt 3
Alt 2
S
G
SF
SR
SI
SJ
SO
1
S
A
Z
SH
ST
SBC
SA
Y
S
E
S
K
SAU
S
M
WBK WBL
WBM
WBN
WBO
WBP
WBS
WBT
WBU
WBV
WD
WE
WF
WG
WH
WI
WI100
WJ
WJ100
WK
WL
WM WM100
WM200
WN
WO
WO100 WP
WQ
WR
WS
WUWV
WW
WX WY
WZ
£¤158
E
v
e
r
s
f
i
e
l
d

R
d
O
a
k

C
r
e
e
k

D
r
Athens Rd
M
o
r
i
t
z

D
r
Ho
l
l
y

G
l
e
n

D
r
H
o
l
l
y

G
l
e
n

C
t
Ellison Rd
Pa
t
r
i
c
i
a

D
r
So
u
t
h
a
r
d

R
d
Sh
o
e
l
i
n
e

R
d
US-158 H
W
Y
P
r
o
v
i
d
e
n
c
e

D
r

N
Crossroads
Community
Church
Countryside
Village
Retirement Primesource
Building
Products
Culp Home
Fashions
Vulcan
Materials
Co.
Tro ub l e s o m e C r e e k
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1j
¯
Cemetery
î Church
Alt 3
Alt 2
S
C
SB
SA
SD
WA
WB
WC
WC100_200
WD
WE
WF
£¤158
£¤220
US
-
2
2
0

N
US-
1
5
8

H
W
Y
S
p
o
t
s
w
o
o
d

R
d
US
-
2
2
0
Rumbley Rd
Ke
l
l
e
r

D
r
Fl
a
t
r
o
c
k

R
d
Hud
s
o
n
-
J
a
m
e
s

R
d
Mi
l
l
r
u
n

R
d
M
u
r
p
h
y

R
d
Flat Rock United
Methodist Church
Vulcan
Materials
Co.
T
roubles o m e
Creek
Trouble
s
o
m
e
Cre
e
k
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1k
¯
Cemetery
î Church
Alt 3
Alt 2
SAJ
SAK
S
Z
SAC
S
B
Q
SAE
S
C
A
S
C
H
SA
F
SBO
S
B
U
SC
D
S
B
X
S
B
Z
S
B
Y
SY
SAB
SAG
S
C
F
S
B
U
S
B
Q
SAD
S
A
A
SCF
SA
A
SBO
SCC WAF
WAG
WAH
WAIWAK
WAL
WAM WAO
WAP
WAQ
WAS
WAT
WAU
WAV
WCY
WDC
WDD
WDE
WDF
WDG
WDH
WDJ WDK
WDL
WDM
WDN
WDO
WDP
WDQ
WDR
WDS
WDT WDU
WDV
WDW
WDX
WDYWDZ WEAWEB
WER
WES
WET
WANWAN
WAR
")68
D
o
r
s
e
t
t

D
o
w
n
s

D
r
Prince Edward Rd
NC
-
6
8

N
Trottingto
n

R
d
We
s
s
e
x

D
r
A
n
t
h
o
n
y

R
d
An
g
e
l
-
P
a
r
d
u
e

R
d
Adano Rd
K
i
n
g
s
C
r
e
e
k
Rock Bran ch
(Ro ck y Branch)
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1l
¯
Cemetery
Alt 3
Alt 2
SL
SR
SI
SA
O
SJ
SO1
SW
S
T
S
Y
S
K
S
M
SU
WAA
WAB
WAC
WAD
WAE
WAF
WAG
WAH
WAI
WAXWAYWAZ
WBA
WBB
WBC
WBD
WI
WI100
WJ
WJ100
WK
WL
WM WM100
WM200
WN
WO
WO100
WP
WQ
WQ100
WR
WS
WU
WV
WW
WX
WYWZ
£¤158
US-15
8

H
W
Y
Hol
l
y

G
l
e
n

D
r
Oa
k

C
r
e
e
k

C
t
Oak Creek Dr
Athen
s

R
d
So
u
t
h
a
r
d

R
d
Ev
e
r
s
f
i
e
l
d

R
d
Ellison Rd
S
h
o
e
l
i
n
e

R
d
Pa
t
r
i
c
i
a

D
r
Mo
r
i
t
z

D
r
An
g
e
l
-
P
a
r
d
u
e

R
d
Fridd
l
e
w
o
o
d

D
r
A
d
a
n
o

R
d
Crossroads
Community
Church
Culp Home Fashions
R
o
c
k
Branc
h
(
R
o
c
k
y
Branc
h
)
NC Center for Geographic Information & Analysis
NRTR Study Area
ROW Limits
Easement
Proposed Pavement Edge
Stream
Wetland
Lake/Pond
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS UNIT
I
0 1,000500
Feet
JURISDICTIONAL FEATURES MAP
U.S. 158 (Reidsville Road) Improvements
Forsyth and Guilford Counties
TIP Project R-2577
Div: TIP#
Date:
Figure7&9 R-2577
May 2018 1m
¯
î Church
Alt 3
Alt 2
WestB ele w sCreek
Belews
Creek
LickCreek
MillCreek
Kernersville L a k e
Moore sCreek
B
rush
Creek Brush C re e k
Oak RidgeWalkertown
WinstonSalem
Su mm erfield
Stokesdale
Kernersville
£¤158
£¤311
£¤158
£¤311
£¤220
rÉ150
rÉ150
rÉ65
rÉ68
rÉ68
rÉ68
rÉ66
rÉ68
rÉ65
rÉ65
rÉ68
§¨¦40
REIDS
V
I
L
L
E

R
D

U
S
-
1
5
8
SCO G GINS RDSR-2 0 2 4
U
S

2
2
0

U
S
-
2
2
0
SOUTH

M
A
I
N

S
T

S
R
-
4
3
1
5
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
5
HAPP
Y
H
I
L
L
R
D
S
R
-
2
0
3
2
B
E
E
S
O
N
RD
SR-1858
NC 65 NC-65
S T A F F O R D M IL L R D S R -2 1 3 2
OA K R I D G E R D N C -1 5 0
S
T
I
G
A
L
L
R
D
SR-2018
PINE H A L L R D S R -1 9 7 7
H A W R I D G E R D SR-2 2 9 2
C
R
O
S
S
C
REEK
R
D
S
R
-
2
0
0
1
SALEMCHA
P
EL
RDSR-1954WALNUT
COVERDUS-311
BAUXMOU
N
T
A
I
N

R
D
SR-2
211
NC 6 5 N C -6 5
C OU NT Y L I N E R D S R -2 0 0 9
DORSETT DOWNS
D
R
S
R
-
4
8
7
9
FO XFIRE R D SR-2161
AN
THONY
R
D
S
R
-
2
0
3
4
W
HARRE L L R D S R -2 0 2 9
OLD
HO
L
L
O
W
R
D
N
C
-
6
6
WARNER R D S R -2 0 3 3
SULLIVANTOWN R DSR-1992
VA
N
H
O
Y
R
D
S
R-
2
0
8
8
D
A
R
R
O
W
R
D
SR
-2385
BELE W SCREEKRDS
R
-
1
965
B
I
L
L
E
T
R
D
S
R-2025
R O S E D A L E DR SR-
4
44
3
WEST RD S R-24
1
3
B A R T O N S HIR E D R S R -4 8 3 1
U S H I G H W A Y 1 5 8 U S-1 5 8
H A W RIVER R D S R -2 0 2 8
N
C
H
I
G
H
W
A
Y
6
8
N
N
C
-
6
8
NC

H
IGHWAY

6
8
N
NC-
6
8
PI
NEY
GROVERDSR-1969
EDG
E
F
I
E
L
D

R
D

S
R
-
2
0
1
1
ELLISO N R D S R -2 1 0 7
B U N C H R D S R-21 2 8
SR-239
8
FOX
B
U
R
Y

D
R

S
R
-
3
9
1
4
E
L
L
I
S
B
O
R
O
R
D
S
R
-
2
0
4
6
G
O
L
D
EN
ACRE
S
R
D
S
R-2495
REIDSVILLERD
US-158
C
U
D
E
R
D
S
R
-
2
0
1
6
TALPHIN DRSR-2555
ALCO
R
N
R
D
S
R
-
2
2
6
9
ELKTON
DR
SR-5010
DIPPE
N
R
D
S
R
-
2
2
1
9
LE A B O U R N E R D SR-2 0 16
NORTH MAIN ST N C-1 5 0
C
H
A
R
L
E
S

P
L
A
C
E

D
R

S
R
-
4
4
8
2
EV
E
R
S
F
I
E
L
D

R
D

S
R
-
2
1
0
9
CLOVER TL
S
R
-
2
5
4
9
G
R
U
B
BSR
D
S
R-1979
L
A
R
K
H
I
L
L
D
R
S
R-4458
V A N C O U VER CT S R -4 4 2 1
OLD
COACH
R
D
S
R-2181
SR
-
5
0
4
6
DUBACH
R
D
S
R-
2
11
4
W
I
L
S
O
N
F
A
R
M
R
D
S
R
-4861
NC
HIGHWAY
68
N
NC
-6
8
LAKE
W
OUSSICKET R D S R -1 9 4 0
V A N C E RD

S
R -2 0 1 4
U
S
-
2
2
0
NC
HIGHWAY
68
N
N
C
-
6
8
WRANGLER DR S R -2 5 5 2
U
S
H
I
G
H
W
A
Y
2
2
0
N
U
S
-
2
2
0
COLD
W
ATER
RD
SR-20
3
8
OAKCREEK
D
RSR-4847
QUAILCREEK D R S R-44 2 6
F O G L E M A N R D SR-2129
LINVILLE
R
D
SR-2022
SR-2377
DENNISR D S R -1 943
ABINGTON DRSR-44 27
B E N EFI
T
C
H
URCH R D S R-1970
F
U
L
P
R
D
SR-2027
SR-2390
GOODWILLCH
U
R
C
HRDSR-1971B
R
I
N
K
L
E
Y
R
D
S
R
-
1
9
7
5
S
O
U
T
H
A
R
D
R
D
S
R
-
2
10
3
SR-2825
KERNERSVILLE
RD
SR-1962
CURRIETONDRSR-4811
B
A
G
L
E
Y
DRS R -25 8 3
MORITZDR
SR-2239
M
O
RRIS
R
D
S
R
-
2
407
ATHENS RDSR-210 1
WINDSWEPTD
R
S
R
-
1
0
0
6
GERRYDR SR-2825 JOSEPHM B R Y A N B L V D S R -2085
BOBBY LN SR-2069
FREEMA
N
R
D
SR-2140
SELLR
D
S
R
-
2
3
9
3
CAINDALE DR SR-2138
C R E W S L NSR-2092
INALN S R -2 5 6 7
H E N S O N FORES
T
D
R
SR-5017
C
A
M
P
BETTY
HAS
TI
N
G
S
R
D
S
R
-
1
9
3
8
DE
B
R
A

L
N

S
R
-
2
1
3
3
SR-210
4
LESTER RD SR-20 4 8
BENTLEY RD SR-4181
B A LLA R D R D SR-2010
W
H
I
T
A
K
E
R
D
R
S
R
-
2113
BA
R
B
E
R
A

D
R

S
R
-
4
6
1
2
WARRENRD SR-2019
TUCKER
R
D
S
R
-
1
9
5
5
EFFIEHAMS
T
S
R
-
4
4
4
8
P
E
P
P
E
R
R
D
S
R
-2026
W
I
N
D
SORFAR M ERD
SR-3
98
4
TYNER
R
DSR-2008
AS
HEBYDRSR-4511
DAVIS
RDSR-2216
B
A
Y
R
O
N
DRS R -4 4 5 2
BALLARD
F
A
R
MRDS
R
-
4
6
2
3
R U M B LEY
RD
SR-2389
PINEK
N
O
L
L
S
RDSR-2 165
C LIFF W OOD DR SR-2114
FE NCEDR SR-3840
BIENVEN U E DRSR-4841
BROOKBANKRD SR-212 7
PATEDRSR-2066
G O O D W I LL CHURCHRDSR-202
7
O
LD
O
AKRIDGE
R
D
S
R
-
2
137
HAW
ME
ADOW
S
DR
SR
-4616
GLEN CROSS
D
R

S
R
-
2
1
0
8
SR
-
2
0
9
0
LI
S
A

D
R

S
R
-
2
0
2
3
CRAIG
RD
S
R
-
1958
C
H
A
L
E
T
DR
S
R
-
4
4
6
0
MTCAR
M
E
L
R
D
SR-2040
PRE
S
T
O
N
R
D
S
R
-1973
SUMME
R
F
I
E
L
D
R
D
S
R
-
2
1
1
7
IV
Y

L
N

S
R
-
2
2
8
0
MCGE
E
R
D
S
R
-
2
2
2
3
O
AK
LEVEL
C
H
U
R
CHRD
S
R
-
2
04
5
D
E
N
N
I
S
R
D
SR-1948
DEERPATH
C
T
S
R
-
4
6
0
2
OLD FLATROCK R D S R-2 0 1 1
SR-2104
SR-420
8
RIDGELINE
D
R
S
R
-
4
6
3
7
HAPCT
S
R
-
4
4
3
8
S N O W HI L L D R SR-4894
IVES DR SR-5
0
2
7
E HARRELLRD

S
R-2111
D
E
B
O
E
R
D
S
R
-
2
1
1
5
W I L D F ERN
D
R
SR-4418
BULLRDSR-200
8
DEER PAT H L N SR-4465
SR
-
1
9
6
8
S
T
A
N
L
E
Y
H
U
F
F
R
D
S
R-2134
RI
B
I
E
R

D
R

S
R
-
4
6
4
6
SR
-
2
0
3
8
LE
E
S

R
I
D
G
E

R
D

S
R
-
4
4
4
1
F U L T O N L N S R -1 9 7 2
M
IL
L
S
T
A
F
F
D
R
SR-4035
B
&

G

C
T

S
R
-
5
1
0
9
K I D D RD S R -2 004
C H A R T W E L L DRSR-5006
N E W HA V E NDR
SR-5107
MIBECK RD SR-4425
GAULDINRD
SR-1974
LARGO DR S R -2 5 7 6
MA B E RDSR-1950
DEANRD
S
R-2022 H
U
N
TING C O G R D S R -2 0 9 3
PINE
HALLRD
SR-
1
9
5
6
P
L
A
N
TATI
O
N
RD
SR-2222
T A L L E Y RD S R -1 939
CRIMRDSR -1996
P
E
A
R
MAN
Q
U
A
R
R
Y
R D SR-
2035
M U R P H Y R D SR-2300
S T E E L E RD SR -1 9 5 1
PEG
R
A
M
RD
SR
-
1
9
5
7
MARS
H
A
L
L
S
MITH
RD
S
R
-
1
8
4
3
C O L G ATE R D SR-2039
RAIL FE
N
C
E
RDSR-20
0
9
O AKVIEW
D
R
S
R-2
1
1
0
S
ALEMCHAPE
L
R
DSR-1952
W
E
S
T
RDSR-1954
O L D G REENSB O R O RD
Q U IE T P L
GRANBYST
HAW V
I
E
W

C
T
N E W G R E E N S B O R O R D
HARRI
E
T

C
T
D
O
B
S
O
N
S
T
RED F O
X
D
R
EL
K
T
O
N

D
R
TAM
AR
O
N
DR
I N M A N R D
BR
O
O
K

W
Y
MEN
F
R
O

P
L
WI
N
N
A
B
O
W

R
D
ESHER
DR
LIN
VIL
L
E
RD
OAK
HURST
S
T
BEXH
I
L
L

D
R
OAKRIDGE
DR
JULIAN PONDLN S T ARBO
A
R
DDR
RICKARDD
R
SP
R
I
N
G

S
T
NORTHAMPTONDR
D
E
A
M
O
N

C
T
ANTLER

T
L
EV
E
R
S
O
N

R
D
HIG
H
L
A
N
D

G
R
O
V
E

D
R
C
L
A
Y
F
L
Y
N
T
R
D
CRIM RD
TIMB
E
R
R
IDGE
RD
SMOKERISE LN
L
A
M
A
R

R
D
PA
C
K

D
R
P
O
PLAR GR O VET
REASTVIEW ST
SAHABI RD
B
I
E
N
A
R
D
DR
RIVER H I L L SDR
SUFFIELD RD
M U I R F IE L D D R
LILAC DR
H A R L E Y D R
O A K M O NT C T
KIMBALLLN
BR
I
T
T
A
N
S

D
R
FIREPLAC
E

C
T
LIND S A Y S T
FINTRY
D
R
MORNING
R
I
D
G
E
L
N
OAKLEY CT
C
REEKVIEW D R
SNIDER ST
AD
A
M
SST
S
T
O
V
A
L
L

D
R
DREXDALE DR
BRA N CHW
O
O
D
D
R
UNITY LN
G
R
O
V
E
P
ARK D R
MA
T
T

R
D
HENRICO DR
DREXE
L

S
T
AMY LN
G
R
E
E
N

S
T
P
I
N
E
C
O
V
E
R
D
FOREST VALLEY D R
BOSTST
DEER
H
I
L
L
C
R
OBRIANTPL
PEGG FARM LN
MCRAE

R
D
ED
G
E
H
I
L
L

C
T
BETHEL D
R
IR
A

D
R
CHRIS DR
KNOLL RIDGE DR
HIGH VIEWRD
M
A
S
T
E
R

D
R
BEV WAY
WINDINGHILL
DR
KENTLAND
R
I
D
GE
H O R S E F A R M R D
CO N NIETL
BENL
N
TA
L
L
E
Y

R
D
B R O ADL
E
A
F
RD
CHURCH ST
ER
K
K
I

L
N
SE
L
F

R
D
GE
O
R
G
E

P
L
A
C
E

D
R
V
A
N
AL
LEN
CIR
H U F FFARMRD
BR
I
NKLEYPARKD R
SANCARLOS RD
DO
E

R
U
N

D
R
KENSAL G REE
N
DR
F
U
L
P
F
A
R
M
RD
O
LD
W
O
O
D
L
N
TAM
RA
L
N
FAL
K
I
R
K

D
R
C
H
AFTAI
N
P
L
PL
A
T
A

D
R
BELDE
N

R
D
PATRICE DR
P
L
U
N
K
E
T
T

R
D
DILLON ST
FAWN TRAIL DR
HARMON RIDG
E
L
N
LINVILL
E

C
T
AQ
U
A
V
I
E
W

D
R
KEN
T
O
N

D
R
PA
U
L
I
N
E

L
N
PARRISH
R
D
CRYS
T
AL
LAKEDR
NOLICHUCKY
DR
C
A
M
D
E
N
R
IDGE
DR
QU
A
L
I
T
Y

D
R
CL
A
X
T
O
N

D
R
KEM
P

R
D
ROCK
F
O
RD RD
K
O
R
E
M
DR
W
A
L
T
E
R
C
O
M
B
S
R
D
P
I
S
G
A
H

C
R
T
A
N
Y
A
R
D

C
T
APPLE GR O V E RD
DEPOT ST
M
O
AT
D
R
CHERRYHILL D R
G
R
A
L
I
N
ST
NEA
L

T
R
A
I
L

D
R
CH
A
L
E
T

D
R
TAUNTON D R
CAPR
I

D
R
P
E
G
G

A
V
C
L
A
R
K
Y

R
D
O
A
KB R A NCH
LN
SM
I
T
H

A
C
R
E
S

L
N
BI
G

W
O
O
D
S

R
D
F
U
L
P

R
D
CHAL
M
E
R
S

C
T
CHES LN
OL
A

L
N
GA
U
N
T
L
E
T

D
R
PO
N
D
S

C
T
CLA
I
R
E
S
E

D
R
S
E
L
L

R
D
TWI
NLA K E DR
STALE
Y

R
D
B
R
IGHAM
RD
S
H
I
E
L
D
S

D
R
BRAELAN
D
S
DR
IRON WO
O
DCIR
AUTUMNH
A
RVEST
DR
SATTLEWOODDR
CENTER

S
T
EN
D
R
I
C
K

C
T
PI
K
E

P
L
A
C
E

C
T
KI
T
T
E
R
I
N
G

L
N
HOM
ESTE
A
D
FA
R
M
R
D
WALKER RIDGE
D
R
SAMUEL LN
S
I
R

I
S
A
A
C

C
T
MASHOE
S

C
T
G
O
L
D

C
T
E
A
STS
HORE C R
DA
N
L
I
A

R
D
CREEK RN
CHADDING DR
KINGS
TLAKEDR
KENMONT RD
S T A N L E Y CT B
A
K
E
R
S
F
I
E
L
D
D
R
WHISPERIN G B R O O K R D
PIN E V I E W D R
SP
I
C
E
R

L
N
KENVIL
L
E G RE E N C R
ELIZABETH DR
CR
E
E
K

B
E
D

R
D
BLU FF S C H O O L RD
BRY N W O O D D R
CALICO DR
ASBURY

D
R
TR
A
C
K

R
D
EL

T
O
R
O

D
R
DAY BREAK
DR
BOX
WOOD DR
WINDLESTR
AWL
N
VA N HOY
R
D
STABLE H I L L T L
POINTOAKDR
FO
R
T
A
N
A

C
T
MC
A
L
L
E
N

D
R
WILLOW
BENDDR
CARDINAL RID
G
E
D
R
P TI DR
BA
R

C
T
R
I
D
GEFA
L
L
RD
LOWERGATE
LN
W O O DFIELD
DR
TALLTREE DR
PA
W
N
E
E

S
T
PRAT
T

R
D
SAG
A
M
OREDR
S
A
V
A
N
N
A
H

C
T
G
E
R
R
Y

D
R
V A N D Y K E S T
H
I
L
L
C
R
OFTLN
CAPTIVA DR
BRIGADE T
R
AYER
S

B
V
BROOK

C
T
ASHGROVEDR
M
I
L
L
R
U
N

R
D
V I L LA D R
BA
R
D
E
N

D
R
A
M
S
T
O
N

R
D
C
ROY
DEN
D
R
P
E
P
P
E
RRD
R E G ENTSP A RK RD
MARIETTA DR
PO
P
P
Y

S
E
E
D

D
R
M I L L SP
RING
PL
J
A
S
M
I
N

C
T
JEKETER
DR
FO
R
E
S T D R
CAL
A
B
E

S
T
R U X T O NDR
K E N W O OD

C
T
BE
A
C
O
N

P
A
R
K

L
N
HIDDEN HILLS DR
F
O
REST
L
A
K
E
C
R
SA L E M RD
B
A
Y

H
I
L
L

C
T
LU
T
O
N

R
D
MUSCADINELN
P
I
T
T
S

S
T
HEN
S
O
N
F OREST
DR
LE
A
R
Y

C
T
CELESTER
D
WE
S
L
O

D
R
KRISTI LN
BEESONDAIRYRD
IR
E
N
E

L
N
RO C KLANEDR
AVALEE
ST
GILROCK CT
LISA
RUN
D
R
BENTC
R
EEK
TL
EFFIE LN
SHADY HILL CTWOODBINES
T
RANGE C RESTRD
HU
B
B
A
R
D

R
D
B
A
S
S

S
T
EATON RD
M O O R ESMILL
RD
S I T K A RD
ADA
NO
RD
CA
I
S
O
N

D
R
HUFF CR
MERRICK CT
AL
L
E
N

D
R
PO
O
L

A
C
C
E
S
S
M
C
K
I
N
N
E
Y

C
T
F I E L D S TREAM
DR
JONES
RD
KILIAN DR
WEST WAY
L
N
COPE LN
BAYWO
O
D

D
R
BIRKDALE
DR
LE
E

S
T
SP
R
I
N
G
D
A
L
E

P
L
W
O
O
D
L
A
N
D

T
L
FOX HOUND DR
O A K H I L LS DR
H
A
R
V
E
S
T
D
R
OLDFOR G E L N
ECHOLS CR
HASSELL
A
C
T
CH
A
R
I
T
A

L
N
M E R R I LULN
JULI
N
ADR
THO M A S R D
CO
U
N
T
R
Y

C
O
V
E

L
N
L
E
N
A
-
N
O
R
A

L
N
P
I
N
E
FORE
ST
DR
BAMBI LN
HA
D
L
E
I
G
H

C
T
DEBOER D
FLY
N
N

F
A
R
M

R
D
LA
K
E
P
O
I
N
T
L
N
STUNSTA
L
L
R
D
P
O
R
T
I
A

L
N
WYAT T D R
GA
R
D
E
N

S
T
WILLISTON CT
K
O
ALA
DR
VE
N
A
B
L
E

D
R
HI
G
H
F
I
E
L
D

A
L
PEDDYCO
R
D
PA
R
K
D
R
PO
S
T

O
A
K

R
D
L
A

C
R
E
S
T

C
T
A
M
ARILL
O
L
N
WAGONERMILLRD
RI
V
E
R

F
A
R
M

D
R
R A C H ELST
JER
R
Y

L
N
ALLYSON KAY DR
WINDLEG
R
A
Y
L
N
CIR
C
L
E

M

D
R
HY
A
T
T

D
R
BREVARD ST
AN
GELDR
TULANE DR
KE
L
LY
FORDRD
PAYTON LN
W O RLDWIDE
DR
MA
R
TIN
ST
HAMMER RD
COMET LN
PARHA
M
RD
INTE RL AKE N D R
CHARTR
E
S
S
R
D
SUS A N N A DR
IDOL FARMRD
MC
K
N
I
G
H
T

R
D
EXCALIBERDR
MA N N A D R
FA
I
R
I
D
G
E

D
R
B
IG

M
ILL
FARM
RD
MOUNCE RD
MCGUIRE R D
W
E
B
S
T
E
R

S
T
NEW D
E
L
H
I

D
R
SH
A
F
T
E
S
B
U
R
Y

L
N
TINA LN
M I L L S P R I N G L N
M
O
R
R
I
S

S
T
AF
TO
N
PARK
DR
GREY F
O
X

R
D
HE
R
R
Y

S
T
C
O
L
G
A
T
E

R
D
BEAVER
L A K E T L
PO
N
D
A
R
O
S
A

D
R
N
O
T
E
E
S

L
N
B
E
C
K
E
N
H
A
MWAY
WILSON
D
A
I
R
Y
R
D
WOOD
M
ERE
DR
INGRAM
C
T
HI-PO
CKETLN
AGAT
H
A

D
R
AI
R
P
O
RTC E N T E R DR
STONEY VIEW C
T
BANNIN
G
R
D
WR
I
G
H
T

R
D
B
E
N

J
O
Y
C
E

R
D
FULTO
N

L
N
RYMACK DR
ALTAVISTADR
G R E Y C E D A R L N
TE D JO HNSONPKWY
BULL
RD
KHAKIP L
LOYOLA
D
R
R O C K Y L N
IDA
LEE
LN
GRAVELY DR
C H AM B ERS D R
ARTIS BO
L
E
N
L
N
M I L E S A V
STANLEYAV
TANYA LN
DE
E
R
V
I
E
W

C
T
C L I F T O N FARM
DR
BRANDI LN
BELEWS RUN RD
FALLWOOD RD
GOODE RD
BRANDYTRAC
E
LN
SHOELI
N
E

R
D
INEZ
C
T
L
A
Z
Y
C
R
E
E
K
L
N
M
A
R
L
O
W
R
D
L A R C H W O O D D R
FOX TRAIL DR
BULLARDFA R M R D
HEDRICKDR
D A V I S RD
HA R B O R VIEW LN
C
A
RTER FAR
M
R
D
COOK FARM RD
MINA CRE W S L N
DUNLA
P

A
V
C
A
R
S
O
N
DR
C R E S T L A N D DR
T
R
O
T
T
E
R

L
N
FRANKLIN
F
A
R
M
R
D
GUTHRIE CT
PARRY
V
I
E
W

L
N
NAUTIC
AL
POINT D R
A R M O U R R D
BIRCH LN
TWIN TREESTL
SC H U Y L E R L N
CORDAYD R
C
L
U
B
B

R
D
CORYL
A
N
D
DR
TRE
N
T

S
T
A
R
P
E
A
C
E

L
N
JEREMIAH TL
FIELDINGDR
CORJON RD
AMERSH
A
M
C
T
W ILDLIFE
DR
COMBSR D
W IL S O NDAVIS
DR
NA
N
D
I
N
A

L
N
FOX HAVEN LN
MICHAEL ST
ROBERT WEST RD
G
L
E
N
N

S
T
COLLEGELAKES D R
MGT
R
MAB E H I L L RD
FROG
PONDLN
ROSWELLDR
PH
I
L
I
P

R
D
C
O
L
TRD
RAB
B
I
T

R
U
N

L
N
GROVE DR
G L O R Y R D
B
E
L
E
W
S
F
O
RK
TL RUMBLEY
R
D
E
X
T
PUR GASON LN
W
SANDYLEARD
STO
N
E
BU R G C T
SO
U
T
H
E
R
N
S
T
CASTLEBROOKDR
VENABLEFARM RD
SAPP
ACRESLN
NO
N
A
M
E

1
2

R
D
ATCHISON RD
JANDY LN
OLD WI N S T O N R D
MARYLEBONEDR
BELLAIRE
CR
NEWST
TY
S
O
R

R
D
EATONSPR I N G S R D
BENN
E
T
T

F
A
R
M

R
D
VP DR
CEDAR MEADOWSLN
SANGOR
D
R
CLIFTON WOOD DR
AL
I
C
E

S
T
M
I
S
T
Y
H
O
L
LOW
LN
KERNER
KNOLLS
DR
J
A
HRD
QU
A
W
A
T
H
A

D
R
ERICR D
REN
N

R
D
S
H
E
E
T
S
T
L
A
S
H
E
B
Y
W
O
ODS
RD
D A N A Y D R
T
A
YL
O
R
W
O
O
D
R
D
A T K I N SLAKELN
B
A
R
R
O
W
R
D
C
A
R
GOR D
LAUR
E
L
HILL
LN
STOKESDALEAV
SHERBOW RD
FULPSP
O
N
D
R
D
G
RI
G
G
F
A
R
M

R
D
BLUFFS CHO
O
L
R
D
B U S I N E S S PA
R
K
D
R
M ERCH A N TSLAKERD
MORRIS
M
E
A
D
O
W

L
N
LEE
HAVE
NLN
TAVE
BEESO
N
R
D
D I L L ONST
PARNELL RIDGE D R
BOYER
FARM R D
F
L
A
T
R
O
C
K

R
D
B A R R YKNOLLSRD
L A W S ON A C R E S D R
DE
WB
E
R
R
Y
FARM
LN
RIDGE HAVEN RD
BUSCH
LN
W
I
L
L
O
W
C
R
E
E
K
R
D
S
A
L
E
M
C
HAPELCT
E
L
L
I
O
T
RD
L
I
S
A
LN
G
O
O
D
E
F
A
R
M
R
D
COUN
T
RYSIDE
APTS
BERNICE D R
POINDEXTER ST
C
O
N
E
S
T
O
GA
TL
W
A
L
LS
L
AKE RD
FIELDCREEKFARMSRD
FAGGFARM R D
HOLT PARRISH LN
LOUELLA
L
N
SOLOMO
N
L
N
PE ONY
DR
BEAV
E
R

H
I
L
L

L
N
LAKEVIEW
DR
L
O
N
G
V
A
L
LEY
R
D
CRANFILL F A R M R D
A R B O R H ILL R D
MANORWOODDR
KNIGHT ACRESLN
FIREWOOD
T
R
GAILAR
D
R
D
WESTERN TR
C
L
A
Y
W
O
O
D
D
R
W AR R E N F A R M RD
DEER
MEA D OW LN
L
A
N
D
RETHRD
SWAIN LN
WHICKERFA RM LN
R
EIDF
A
R
M
R
D
VANCELA
N
D
D
R
M O U N TAI N SPR I NG
RD
BIRKHAVEN
DR
TREELINERD
DEER
HILL RD
WINST
O
N
PARKDR
HID
DEN VIE
WDR
P
L
E
A
SA
N
T
V
I
E
W
TRL
MILLR
U
N
R
D
R-5725
R-582
3
U-2
5
2
4
U-600
3
U-5824
I-5110
U-
4
7
3
4
U
-
5
7
6
0
R
-
2
4
1
3
C
R-2
4
1
3
B
R-241
3
A
GUILFORD
ROCKINGHAM
0 1 2 3
1 INCH = 1 MILE
STOKES
FORSYTH
V
Figure 1. Direct Community Impact Area (DCIA)
Map Data Sources: NCDOT; NC OneMap; NC DEQ; USGS; CALYXEngineers + Consultants. Map Date: 3/24/2018
DCIA
NORTHERN BELTWAY CORRIDOR
COUNTY BOUNDARIES
STREAM
WATER BODY
R-2577Forsyth - Guilford
US 158 Improvementsfrom North of Business 40/US 421 in Winston-Salemto US 220 in Stokesdale
NEARBY STIP PROJECTS
R-2577C - ALTERNATIVE 2
R-2577C - ALTERNATIVE 3
R-2577A
R-2577B
WestBelews C r e e k
BelewsCreek
Trouble s o m e
Cre e k
LickCreek
BrushCreek (L a keHiggins)
BrushCreek
KernersvilleLake
BelewsCreek
Sale m L a ke
MyersPond
CT 17,BG 1
CT 30.02,BG 2
CT 30.03,BG 1
CT 30.03,BG 2
CT 31.03,BG 2
CT 31.03, BG 3CT 31.05,BG 2
CT 31.06, BG 1
CT 159.01, BG 1
CT 159.01, BG 2
CT 17,BG 5
CT 30.02, BG 3
Oak RidgeWalkertown
Winston-Salem
Summerfield
Stokesdale
Greensboro
Kernersville
£¤158
£¤220
£¤311
£¤158
rÉ150
rÉ150
rÉ150rÉ66
rÉ65
rÉ68
rÉ68
rÉ68
rÉ8 rÉ65
rÉ66
rÉ68
rÉ65
rÉ68
§¨¦40
§¨¦40
R-5 7 2 5
U-6003
U-5824
I-5110
U-
4
7
3
4
R-58
2
3
U
-5
760
R-24
1
3
B
R
-
2
4
1
3
C
U-2524
R
-
2413A
GUILFORD
ROCKINGHAM
STOKES
FORSYTH
0 6,500 13,000
1 INCH = 6,500 FEET V
Figure 2. Demographic Study Area (DSA)
Map Data Sources: NCDOT; NC OneMap; NCDEQ; US Census Bureau; USGS; CALYX Engineers and Consultants. Map Date: 3/24/2018
DSA BOUNDARY
NORTHERN BELTWAY CORRIDOR
COUNTY BOUNDARIES
STREAM
WATER BODY
R-2577Forsyth - Guilford
US 158 Improvementsfrom North of Business 40/US 421 in Winston-Salemto US 220 in Stokesdale
NEARBY STIP PROJECTS
R-2577C - ALTERNATIVE 2
R-2577C - ALTERNATIVE 3
R-2577 SECTION A
R-2577 SECTION B
e
e
e
e
e
ee
e
e
Oak RidgeWalkertown
Winston-Sa lem
Rural Hall
Walnut Cove
Su

m
m

e
r
f
i
e
l
d
Stokesdale
Greensboro
Kernersville
BelewsCreek
(inclu
d
i
ngBelews
Lakebelow
elev.
7
25)(1)
Arm
o
f
B
e
l
e
w
s
L
a
keim
medi a t e l y
sout
h
e
a
s
t
o
f
B
e
l
e
w
s
La
k e D a m
WestBelews

C
r eek(WestBelews
CreekArm o f B e lewsLakebelo
WestBele w sCreek
BelewsCreek
S ale m L ak e
L a k e B r a n d t
Figure 3D
Figure 3E
Figur
e

3
A
Figur
e

3
B
Figure
3
C
£¤52
£¤52
£¤158
£¤158
£¤220
£¤220
£¤158
£¤311
£¤311
rÉ150
rÉ150
rÉ150
rÉ150
rÉ150
rÉ66
rÉ65
rÉ65
rÉ8 rÉ68
rÉ8
rÉ66
rÉ8
rÉ65
rÉ65
rÉ68
rÉ65
rÉ68
§¨¦40
§¨¦40
§¨¦40
§¨¦40
§¨¦40
JOSEPHMBRYA N BL VD SR-2085
JOSEPHM B R Y A N BLVD SR-2085
REID
S
V
I
L
L
E

R
D

U
S
-
1
5
8
SCOGGINS RDSR-2 0 2 4
I-840
W
I-73
N B 4 2 1 I -4 0 -B U S
SOUTH M
A
I
N

S
T

S
R
-
4
3
1
5
SB 421 I-40-BUS
BURGESS R D S R-2084
UNIO N CR OSS R D S R -2 64 3
P
R
A
T
T
R
D
S
R-2000
HAPPY
H
I
L
L
R
D
S
R
-
2
0
3
2
B
E
E
SON
RD
SR-1
85
8
N
C
6
5NC-65
NB421 I -4 0 -B U S
I-8
4
0

E

I
-
7
3
OLDBELEWSCREEK R D S R -2 3 9 6
S T A F F O R D M I L L R D S R -2 1 3 2
O A K R I D G E RD NC-1 5 0
W E S T M O U N T AI N S T SR-2 3 7 7
S
T
I
G
A
L
L
RD
SR-2018
PINEHALLRD S R -1 9 7 7
N
B
5
2
U
S
-
5
2
BETHEL
C
HURCH R D S R-2 0 1 7
K E R N E R S V I L L E R D S R -4 3 1 5
CRO
S
S
C
REEK
R
D
S
R
-
2
0
0
1
W
A
L
K
E
R
TOWN-GUTH RIE RDSR-2 3 85
S
A
LEM
CHAPELRDS
R-1954
TESH RDS
R
-1918
W A L N U TCOVERD

U
S-311
STYERS
S
T

S
R
-
1
9
5
7
BAUX M O UNTAINRDSR-2211
N C 6 5 N C -6 5
HASTINGSHILL
R
D
S
R
-
2
6
6
7
PLEASANT
RIDGE
RD
SR-
21
33
LEW
I
S
T
O
N
RD
SR-21
2
4
WILLISTONRD
SR-
2
3
8
1
C O U N T Y L I N E R D S R -2009
OLDHOLLOWRDNC-66
SB52
US-5
2
ANT
H
O
N
Y
R
D
SR-2
0
3
4
N C 6 5 H WY W NC-65
W HARR
E
LLRD S R -2 0 2 9
N C 8 6 5 H W Y N C -8
DAVIS
RDSR-2216
NC
66
SOUTH
N
C
-
6
6
BUSINESS40EI-40-BUS
KI
G
E
RRDSR-1
9
5
2
O
L
D
H
O
L
L
O
W
R
D
NC-66
B
A
T
T
L
E
G
R
O
U
N
D
A
V
U
S
-
2
2
0
I-8
4
0

W

I
-
7
3
OLD VALLEYSCHOOLRDS
R
-2024
WARN E R R D SR-2033
S B 4 2 1 I-40-BUS
V
A
N
H
O
Y
R
D
S
R
-
2
0
8
8
P E P P E RMILL
DR
SR
-
5
1
0
8
S B 421I-40 -B U S
BELEWS CREEK R D N C-65
BELEWSCREEKRD SR-1965
SUMMERFIEL
D
R
D
S
R
-
2
1
1
7
PLEASANTRIDGERDSR-213 3
WESTRD S R-241 3
ST
A
N
LEY
R
D
S
R
-
1
1
0
8
BUSINESS40WI-40-BUS
ROCKFOR D RD SR-4412
U S H I G H W A Y 1 5 8 U S -1 5 8
O LDWAL K E R TOWNRDSR-2 4 5 6
H A W R I V E R R D SR-2028
C
ARLTO
N
RDSR-2 3 3 7
INDIANA
A
V
SR-
1
7
6
3
O
A
K
L
E
V
E
L
CHURCH
RDSR-1 1 1 2
N
C
H
I
G
H
W
A
Y
6
8
N
N
C
-
6
8
POLOFARMS D RSR -4322
N
C
H
I
G
H
W
A
Y
68
N
NC-68
ANDESSTSR
-
1
9
1
4
GERMANTONRDNC-8
PINEYGROV
E
R
D
S
R
-
1
9
6
9
NEW

W
A
L
K
E
R
T
O
W
N

R
D

U
S
-
3
1
1
EDGEFIELDRDSR-2011
N
C
H
I
G
H
W
A
Y
68
N
NC-68
MCCR O R Y RDSR-2062
WB 40 I-40
N
C
6
5
H
W
YENC-65
SEDGEGARDENRD SR-2632
O Z A R KRD
SR-2528
ELLI S O N R D SR-2107
B
U
N
C
H
R
D
S
R-2
1
28
HINSDALERDSR-1932
I-40
W

I
-
4
0
HUDSON -J A MES
RD
SR-230
1
SR-
2
398
CLARKLAND R DSR-2243
KELL
Y
S

T
L

S
R
-
2
5
8
6
E
L
L
I
S
B
O
R
O
R
D
S
R-2
0
4
6
S C A L ESV I L L E R D S R -1 0 0 2
OL D B E LE W S C R E EKRD
SR-2405
L
A
K
E
B
R
A
N
D
T
RD

S
R-2
3
4
7
C
U
D
E
R
D
S
R
-
2
0
1
6
KERNERRDS R -4 5 2 6
LAVERTONLNSR-2176
STRAWBERR
Y
R
D
SR-2321
OLDHOLLOWRD

N
C
-66
ALCORN
R
D
S
R
-
2
2
6
9
US

2
2
0

U
S
-
2
2
0
STAFF O R D M I L L RD SR-1947
REYNOLDS BV SR-4001
ELKTON
DR
SR-5010
S
B
5
2
U
S
-
5
2
S
MAI N S TU
S
-
3
1
1
DIPPENRD
SR-
2
2
1
9
NORTH M AINST N C-1 5 0
W F R I E N D LY AVSR-2147
NC8H
W
YS
N
C
-8
JOSEPHMBRYAN B L V D S R -2 0 85
I-40 E I
-
4
0
B R O OK COVE RD S R -1 9 4 1
S
B
5
2
U
S
-
5
2
BARHAMRDS R -2 3 3 1
GRUBB
S
R
D
S
R
-
1
9
7
9
NLIBERTYSTSR-2456
H
U
D
S
O
N
R
D
SR-2350
GIDEONGROVECHURCH
RD
S
R
-
1
129
SR-2326
OLD
COACH
R
DSR-2181
CARLSON
D
AIR
Y
R
D
S
R
-
2
1
9
0
DUBACHRD
S
R
-
2114
MAIN
S
T
US
-311
WESTMOUNTAINSTNC-6
6
STANL E Y VILLEDRSR-1920
P
E
P
P
E
R
R
D
SR-202
6
LAKEW
O
USSICKET R D S R -1 9 4 0
K
E
R
N
E
R
R
D
SR-2021
VANCERD
S
R
-
2
0
1
4
U
S
-
2
2
0
S B U NKER HILL RD SR-2007
DAY RDSR-22 20
SR
-
2
0
7
3
EB 40 I-40
SR
-
2
0
3
1
D A LE ST S R -2 0 5 7
COL
DWATER
RDSR-2038
PRICEFAR
M
RDSR-2805
US
311HW
YSUS-311
BELEWSCREEKRD N C -6 5
C
R
E
E
D
M
O
O
RDRS R -4 4 1 1
SR
-
1
9
4
7
W
M
ARKET
ST
SR-1008
SF
R
I
E
N
D
S
HIP
R
D
S
R
-1955
SR-2377
AN
N
RYDR SR-2476
SR-195
4
ABINGTONDRSR-44 2 7
B E N E F ITC
H
URCH R D SR-19 70
S B 42 1 I -4 0 -B U S
F
U
L
P
R
D
SR-2027
MEC
U
M
RD
S
R
-
1
9
8
1
NB 421
I
-
4
0
-
B
U
S
OLD
R
U
R
A
L
H
A
L
L
R
D
S
R
-
2
207
REYNOLDS BV SR-4001
LEM O N S R D SR-1104
SR-2390
K
I
G
E
R

R
D

S
R
-
1
9
4
2
H I L T O N RD SR-1109
GERMANTON
RDSR-1725
ELLISBORORDSR-1110
W
I
T
T
Y
R
D
S
R
-
2
3
5
1
GOOD
WIL
LCHURCHRD
S
R
-
1
9
7
1
B
RIN
KL
E
Y
R
D
S
R
-
1
9
7
5
S
O
U
T
H
A
R
D
RD
SR-2103
U
S
2
20
US
-2
2
0
KNIGHT
RD
S
R
-
2
3
4
6
P
I
N
E
HALL R D S R -1 9 0 8
SR-2825
S
R
-
2
1
5
1
K
E
R
N
E
R
S
VI
LLE
RD
SR-1962
MA RTINLU
T
H
E
R
K
I
N
GJR R D S R -19
2
1
B
A
G
L
E
Y
D
R
SR-2 58 3
LUNSFORD
R
DSR-2323
SR-10
0
2
OGBURN
MILLRDSR-11 0 0
M
O
R
R
I
S
RD
S
R
-
2
4
0
7
W
I
L
LIAR
D
R
D
S
R
-
20
1
8
M
T
Z
I
O
N
CHUR
C
H
R
D
SR-1116
SR-2305
OAK SUM
MIT
R
DSR-1686
NC 68 NC-68
SHILO
H
CHU RCH
R
D
SR-1932
SR-2806
TOSCA
N
A
TR
C
S
R
-
4
9
4
3
U S 1 5 8 U S -1 5 8
O WLS RO O S T RD SR -2 3 3 7
ROSEBU
D
RDSR
-
1
9
4
5
CRESTBRO O K R D S R -1 9 0 7
M
ARSH
A
L
L
SMITH
R
D
S
R
-18
4
3
GLENCOE C H U R C H L P S R -2349
J O SEPH MBRYANBL V D S R -2 085
BAUX
MTNRDSR-1949
BRONCO
LN
SR-2320
PHELPS CR SR-192
5
F R I D D L E R D S R -2 3 3 9
FREEM
A
N
R
D
SR-2140
LE W IS T O N RD
SR-2124
SELLRD
S
R
-
2
3
9
3
SR-2
3
4
0
WINDSPR
A
Y
DRSR-2474
IN A LN S R -2 5 6 7
SIM P S O N R D SR -1 1 2 0
RURA L H A L L -G E R M A N T O N R D N C -6 5
C
A
M
P
BET
T
Y
H
A
S
T
I
N
G
S
R
D
SR-1938
SR-210
4
LEST ER RD S R -2048
B A LL A R D RDSR-2010
A
N
G
E
L
L
R
D
SR-2334
W
H
I
T
A
K
E
R
D
R
S
R
-2113
WARRENRD SR-2019
TUCK
E
R
R
D
S
R
-
1955
S
R
-
2
4
8
9
T
A
R
L
E
TONDR
S
R
-4422
H
I
G
H
F
I
L
L
RD
SR-2312
WIND
S
ORFARMERDS
R
-
3
9
8
4
TY
N
ERRDSR-2008
NEALRDSR-
2332
B R O W N R D S R -2392
SR-2060
M
A
B
E
DRSR-4480
P
R
I
C
E
MILL
R
D
S
R-2
3
4
3
WATE
R
MILL
R
D
S
R
-
4
3
9
7
GLENWOOD
RD
SR-2637
WESCO
T
T
DR
SR-4817
N
B
5
2
US-52
PINEK
N
O
L
LSRD S R-2165
CLIFFWOOD DR SR-2114
SR
-
4
4
5
2
SHEPPA
R
D
HILL
RD
SR-2020
NC-65
G ENTRY R D S R -1 1 3 1
B R O O K B A N K RD SR-2127
PAT
E

D
R

S
R
-
2
0
6
6
REDFO
X
D
R
SR-4828
PLEASANTRID G E R D S R -2 1 3 3
P AYN E R D S R -1961
G O O D WILLCHURCH
R
D
S
R
-
2
0
2
7
RAMPNC-68
PROVIDE
N
C
E
CH
U
R
C
H
RD
SR-1 9 3 1
F A G G R D S R -1 9 2 6
B U R C H R D S R -1 9 4 2
WITTY
R
D
S
R
-
2
3
0
5
SR
-
2
0
9
0
G
R
I
F
F
I
N
R
D
S
R
-
2
3
3
6
CRAIG
R
D
SR-1958 O
L
D
M
I
L
L
D
R
S
R-29 0 0
WATTS
RDSR-1944
FOXLAIR D R SR-3877
UNION
G
R
O
V
E
R
D
SR-2020
SHIELDSRDSR-2640
RED
B
A
N
K
RD
S
R
-
1917
BOLES R DSR-19 60
KINSEY DR S R -4 3 6 4
REBECCA DR SR-4911
DENNIS
R
D
S
R
-
1
948
BE
L
F
O
R
D

R
D

S
R
-
2
1
9
3
H
AY
N
ES
R
D
S
R
-
2
3
4
4
KRISTE
N
D
R
S
R
-
4
8
8
3
OLDFLATRO CK R D SR -2 0 1 1
S H E L T O N RDSR-1176
LAU
R
E
N
RD

S
R
-1103
SR-4208
HAPCTS
R
-
44
3
8
IR
A

D
R

S
R
-
2
0
0
3
B
E
T
H
A
N
Y
R
D
S
R
-
2
3
1
6
BLUE WATERDR
S
R
-
1
9
6
0
E HARRELLRDSR-2111
BULL
RD
S
R-2008
DUSTY T L S R-1944
EA
S
L
E
Y

R
D

S
R
-
1
9
4
8
SR-1116
SR
-
1
9
6
8
S
T
A
N
L
E
Y
H
U
F
F
R
D
S
R-2134
P A C K RDS
R-1931
ALBERT
R
D
S
R
-
1
1
0
6
A SH B E Y L N SR-3833
SR
-
2
0
3
8
STABLE
HILLTL S R -4 4 9 6
M
IL
L
S
T
A
F
F
D
R
SR-4035
K I D D RD SR-2 00 4
TR
A
X
L
E
R

R
D

S
R
-
2
3
4
2
B
A
R
KE
R
R
D
S
R
-
2
354
SR
-
2
1
4
5
P
E
N
N
S
G
R
OVER
D
S
R-2228 REATAD
R
S
R
-
4
3
2
1
ADKIN S RD SR-1852
H
O
P
K
I
N
S
R
D
SR-2649
MIDDLE
BROOKRD
SR-1938
GAULDIN R D SR-1974
O L D G REEN
SBORO RD SR-2377
LARGO DR SR-2 57 6
MABE RDSR-1950
THRUSHR
D
S
R
-
2
3
4
1
B
O
BCATR
D
S
R
-
2
3
5
3
PUMPKINR I D G E RD
S
R
-
2016
O L D T O W N RD S R -1 9 1 8
HA
M
P
T
ON
RDSR-194
8
BOWMA
N
R
D
S
R
-1
9
76
DE
A
N
R
D
SR-
2022
HARRELL R D SR-2335
KALL
AM
MILL
RDSR-232
7
S
E
L
FRDSR-2044
CRIMRDSR-1 99 6
PE
A
R
M
A
N
Q
U
A
R
RYRD
SR-2035
WITTYRDSR-2305MURPHYRDSR-2300
S T E E LE R D S R -1951
V
E
L
V
E
T
RDSR-1
132
PEGRAM
R
D
S
R-1957
MI
D
D
L
ETONLOO
P
S
R
-
1909
YA
N
K
R
D
S
R
-234
5
GREEN
F
IEL
D
R
D
S
R
-
2
0
2
2
C O L G A T E R D S R-2039
DEERRUN
R
D
SR-1959
M
I
L
L
E
R
R
D
SR-1939
S
A
L
EM
C
HAPEL
R
D
SR-1952
B O LEJACKR D S R-1961
EASLEY
RD
SR-193
3
REN N R D S R -1 1 14
EDWA RD SRD
SR-1962
STR
A
D
E
R
R
D
SR-231
6
W
E
S
T
RD
SR-1
9
5
4
AVEN B U RYC
R
SR-4 4 2 9
E FIFTH ST
JEF
FE
R
SONRD
BENJAMIN
P
K
W
Y
HORSE
PEN
CREEK

R
D
REY
N
O
L
D
A
R
D
E

T
WENTY-EIGHTHST
N E W G A R D E N R D LAWNDALE
D
R
E TWENTY-FIFTH ST
I
N
D
I
A
N
A
A
V
I NDIANAA
V
PO L O R D
W FIRST S T
W FOU RT H

S
T
N EWGARDEN R DOLDGREENSBORORD
S
B
R
O
A
D
S
T
NHOLDE N R D
N
HOLDENRD
SU
M
M
I
T

S
T
BALLINGE R R D
HOBBSRD
E T H I RD ST
N
TR
ADE
ST GRA
C
E
W
O
O
D
D
R
W N ORT H W E S T B V
W ACADE MY ST
O
L
D
B
A
T
T
LEGRO
U
N
D
R
D
W
FIRST S T
W
ESTMINSTER
DR
REYNOLDS PARK RD
N
P
A
T
T
E
R
S
O
N
A
V
VARG
RAVE
ST
NGLEN N A V
ESALEM
AV
DRA W BRI DGE P K W Y
N
C
H
E
R
R
Y

S
T
P
L
E
A
S
A
N
T
ST
INM A N R D
B
R
A
S
S
FIELD R D
MOTOR RD
W FRIE N D L Y A V
N E W GARDEN R D
LI
N
V
I
L
L
E

R
D
CENTURY PARK A V
CARVER
S
C
H
O
O
L
R
D
W E S T END BV
OAK
RIDGE

D
R
NORTHAMPTON
DR
C O L I S EU M D R
L
O
CKLAN
D
A
V
NOR T HBE
ECHLN
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
D
M U I RF I E L D DR
IV
Y

A
V
F
O
R
E
S
T
HILL
DR
KAPP ST
OG
B
U
R
N

A
V
RO
B
B
I
N
S

R
D
R
E
GENT S PA R K L
N
BRA
N
C
HWO O DDR
ARGO
N
N
E
B
V
THURMO
NDS T
FRI E N DLYACRESDR
OBRIANTPL
N E L S O N S T
N E W G R E E N S B O R O R D
B
E
NLN
DOE
RUN
D
R
SA
L
E
M

L
A
K
E

R
D
A RC
AD
IA
DR
WHITE
R
O
C
K
RD
W FIFTH ST
PA
R
R
I
S
H

R
D
KING
G
E
O
RGE
D
R
W
A
L
T
E
R
C
O
M
B
S
R
D
G
R
A
L
I
N

S
T
PECAN
LN
BEARHOLLOW
R
D
BR
I
G
H
A
M
RD
WATSON
AV
PECANR
IDGE CR
LAKE D R
O A K G A R D E NDR
BLUFF S C H OOL R D
PINEVIEW
DR
WFRIENDLY AV
SH
ADY
L
A
W
N
DR
C A R D INAL RID
G
E
D
R
L O W E R Y ST
PTI D
R
LANSING

D
R
RID
GEFALL
R
D
S
A
G
AMOREDR
TI
S
E

A
V
ONSLOW
D
R
R E G ENT S P
A R K RDBOWENBV
S A LEM
RD
PINETOP RD
NATHANAEL
GR
E
E
N
EDR
STEWAR
T
RD
STRATFO
R
D
D
R
E HANESMILLRD
CAIN
FO
REST
D
R
BU
T
L
ER
ST
FOR STOR D
TRIAD DR
OLDP L ANT
A
TIO
N
R
D
T
E
DJO H N S O N PKWY
IN
D
US
T
R
I
A
LVILLAGE RD
B
R
A
Y
R
D
RADAR R D
HEDRIC KDR
KERNERSVILLE M E D I C A L P W
LO
N
G
V
A
L
LEY
RD
N
E
E
T
M
A
N
CR
EE K RD
DAISY
TRA IL RD
DEER
HILL RD
HAVENFORESTLN
W
H
I
T
T
RD
HIDDE
N
VI E W DR
P LEA
S
A
N
T
V
I
E
W
TRL
D O N N A
LP
BEEN
E
LN
MULBERRY
LN
GILRO
C
K
CT
GRASSW
R
E
N
WAY
GRANTLAND
PL
SU M MER
PL
Q
U
I
E
T
P
L
M A D I S O N
PLACECR CLAXTON RIDG E
D R
TA N N ENBAUMCIR
MI
L
L
R
U
N
R
D
R-5725
U-6003
U-5824
I-5110
U-2524D
U-
4
7
3
4
U-
5
7
6
0
R-582
3
R-2
4
1
3
B
U-2524
R
-
2
4
1
3
C
R-24
1
3
A
PIEDMONT TRIADINTERNATIONAL
MEADOWBROOKFIELD
SMITHREYNOLDS
MEYLOR FIELD
SELLER'SLANDINGSTRIP
BLEVIN'SPRIVATE
GUILFORD COUNT
Y
ROCKINGHAM CO
U
N
T
Y
STOKES COUNTY
FORSYTH COUNTY
[Figure 3. Community Context Mapbook Index PageR-2577Forsyth & Guilford CountiesUS 158 Improvements from north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
Map Data Sources: NCDOT; NC OneMap;USGS; Winston-Salem/Forsyth County; Guilford County; NC DEQ; CALYXEngineers and Consultants. Map Date: 3/24/2018
DCIA
Map Grid Line
County Boundaries
Railroad
Parks & Protected Land
Duke Power Land Holdings
Northern Beltway Corridor
Nearby STIP Projects
R-2577 Section A
R-2577 Section B
R-2577C - Alternative 2
R-2577C - Alternative 3
0 1.5 3 4.5 6
MILES
Stream
Water Body
Municipal Boundaries

























!
!
!
!
!
!










!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!
!
!
!
!
!
!







!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!








































(
R
W
(
R
W
(R
W
(RW
(RW
(RW
(R
W (R
W (R
W (R
W(R
W(R
W(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW(R
W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R
W
(
R
W
(R W
(R
W
(R
W (R
W
(R W
(R W
(R W
(R
W
(
R
W
(R
W
¹º
¹º
!]
æ
ï
æ !Í ¾l
æ
¹º
æ
©
2
2
2
%ô
²²
2
¾l
²²
¹º
À¿
À¿
À¿
À¿
¾l
²²²²k
!]
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!
!
!!
!!
!
!!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!
!!
!
!!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!
!!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!
!!!!!!!
!!!!!!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!
!!
!
!!
!!
!!
!

!
!

!

!

!

!
!

!

!

!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!
!
!!!!!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!
!
!
!
!!!!!!!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!

!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!!!!!!
!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!!!!!
!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!

!
!

!
!!!!

!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!
!
!
!
!
!!!!!!!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!
!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!
!!!!!
!!!!!!!!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!!
!!!
!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!

!

!
!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!!!!!!
!
!
!!!!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!!!!!!!!!!!!!!!

!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!

!
!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!
!
!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!
!!!!!!!
!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!
!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!
!
!!
!
!
!
!
!
!
!
!!!!!!
!
!!!!
!
!
!
!
!!!!!!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!
!!!
!!!!!!!
!!!!!
!
!
!
!!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!
!
!!!!!!!!!!!!!
!
!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!
!
!!!!!!!
!
!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!

!

!

!
!!!!

!
!!!!!!!!!!!!
!F !F
!F
!F
!F
!F
!F !F
!F !F !F
!F
!F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F!F
!F
!F
!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F !F
!F !F !F
!F
!F
!F
!F !F
!F
!F
!F
!F
JonesPond
Frazier Creek(Winston Lake)
Salem Creek (Salem Lake)
Greenway
Lowery Mill Creek
LoweryMillCreek
Greenway
Salem Lake Greenway
L
o
w
e
r
y
M
i
ll
Creek
MartinMill Creek Trail
RockyBottomTrail
Frazier Creek T r a i l
Westmoreland
Whicker, L.
Vaughn
81882
86 87 810 813
811
811
815
88
84
81481 816
817 819
83
89
812
85
1
Winston LakeGolf Course
Greensboro Road Trailhead(Salem Lake Park)
Linville Road Trailhead(Salem Lake Park)
WalkertownCommunity ParkCity View VolunteerFire Department
PetreeElementarySchool
Atkins HighSchool
Middle ForkElementary School
Gospel LightChristian School
2
1
3
4
Walkertown Commons &Walkertown LandingShopping Centers
TheCommons
£¤311
£¤158
£¤158 £¤158
§¨¦40
Walkertown
Winston-Salem
REIDSVILLE RD US-158
O L D B E L E W S C R E E K R D S R -2 3 9 6
NEW WA
L
K
E
R
T
O
W
N

R
D

U
S
-
3
1
1
WALKERTOWN-G U T H R I E R D S R -2 3 8 5
C
H
A
R-WIN
DR
S
R
-
2532
W I L L I S T O N R D S R -2 3 8 1
S
W
A
I
N

L
N

S
R
-
2
3
9
0
LA
M
O
N
D

D
R

S
R
-
2
5
5
9
M A G N U M D R SR-2553
S
R
-
2
3
9
8
ES
T
H
E
R

L
N

S
R
-
2
5
6
6
RAMSEUR DRSR-
2
5
9
2
KELLYS TL SR-2586
KIN
G
S
G
A
T
E
D
R
S
R
-2
5
0
4
REIDSVILL
E

R
D

U
S
-
1
5
8
OLDBELEWSCREEKRDSR-2405
C
A
R
B
I
N
E
C
T
S
R
-
2
5
5
0
MO
R
R
I
S

R
D

S
R
-
2
4
0
7
W
R
A
N
G
L
E
R

D
R

S
R
-
2
5
5
2
S
U
D
S
B
E
E

L
N

S
R
-
2
4
9
9
N E W W A L K E R T O W N R D US-311
CAMELLIA LN SR-2
4
2
4
G
O
SP
EL
LIG
H
T
C
H
U
R
C
H
R
D
S
R
-2
4
0
6SPORTSMANSDRSR-2 5 6 1
G
A
I
T
H
E
R

R
D

S
R
-
2
3
9
8
DE
A
M
O
N

C
T

S
R
-
2
5
1
7
ROCKYFORDLNSR
-
2
404
SR
-
2
3
9
0
I M P E RI A L D R S R -2 4 9 2
CON
E
S
T
O
G
A

T
L

S
R
-
2
5
5
1
SELLRDSR-239
3
INAL
N
S
R
-2567
PALA
C
E

A
V

S
R
-
2
4
7
9
E L I S H A L N SR-2394
L O N G L E A F DR SR-247
7
DILL O N F A R M R D SR-
2
3
9
1
W H I RL -W I N D R S R -2534
R
O
Y
AL
G
A
T
E
R
D
S
R
-
2
5
0
6
NB
421I-4
0-B
U
S
PLATADRSR-2 4 9 6
S
B
421I-40-BUS
MI CHAE L S T L S R -2 5 8 8
GALL
A
N
T

C
T

S
R
-
2
5
0
3
SE
R
E
N
E

S
T

S
R
-
2
5
1
1
RENO C T S R -2 5 0 0
AMBERLN
SR-2392
GALLA
N
T
L
N
S
R-2
5
0
2
KATIES
T
L
S
R
-
2
5
8
1
R A M S E U R DRSR-25
9
2
O
L
D
G
R
E
E
N
S
B
O
R
O
R
D
S
R-
2
3
7
7
L
A
R
G
O
D
R
S
R
-
2
5
7
6
FE L I CITY
C
R
RO SE M A R Y D R
GRANBY ST
OLD GREENSBORO RD
DAYTO
N

S
T
LA
M
O
N
D

D
R
CAMELLIA LN
T U LIP D R
R
I
C
K
A
R
D

D
R
FR
I
E
S

D
R
DE
A
M
O
N

C
T
S
U
D
S
B
E
E

L
N
LA C
A
S
A

B
V
S A L E MLANDINGDR
TE
R
E
S
A

A
V
T
U
R
R
E
T

C
T
W
A
V
E
B
R
O
O
K

C
T
G
R
O
VERST
M
O
R
N
I
N
G

R
I
D
G
E

L
N
S T OV A LLDR
D
R
E
X
E
L

S
T
S
T
I
L
L
M
E
R
E

D
R
F
O
R
E
S
T
V
A
LL
E
Y
D
R
LAKELA
N
D

A
V
K
N
O
L
L

R
I
D
G
E

D
R
E
A
R
L
ST
NE
W
GREENSBORO
RD
JO
Y

W
Y
S
A
N

C
A
R
L
O
S

R
D
TAMRA L N
PLATA
D
R
CARD
I
N
A
L

S
T
BUCK CHASE
C
T
SPAULDING
D
R
PAST
U
R
E

C
T
D
A
N
U
B
E

D
R
CARV
E
R

S
C
H
O
O
L

R
D
DILLO
N

F
A
R
M

R
D
PARR
I
S
H

R
D
MOA
T

D
R
J E KETERCT
CHA
L
E
T

D
R
S
I
G
N
E
T
D
R
CRAN
F
I
L
L

L
N
BI G W O O D S R D DEL R
I
O

C
T
O L A LN
F
R
A
I
Z
E
R
CREEKRD
SEL
L

R
D
S
T
O
N
E
FOREST
D
R
KITTE
R
I
N
G

L
N
W
A
L
K
E
R

R
I
D
G
E

D
R
WINSTONLAKERD
STANLEYC
T
R
O
B
I
N
S
O
N
C
T
N O R T H A M P T O N D R
C
R
A
V
E
R

S
T
BEESON A C R E S R D
C
R
E
E
K
M
O
O
R
E
D
R
BOXW
O
O
D
D
R
C
H
E
L
M
S
F
O
R
D

D
R
AUTUMN C H AS E DR
EDRE
M
AV
SI
L
V
E
R

C
H
A
L
I
C
E

D
R
S U N S E T H O LLO
WD R
B
E
N
O
R
E
S
T
WARD

S
T
C
RU
SAD
E
DR
JE K E T E R DR
K N O L L V IEW DR
F
O
L
I
A
G
E

D
R
S
E
L
K
I
R
K

D
R
BRUSH WO O D

D
R
H ORSES H O E B E N D
S
A
N
D
Y

C
R
E
E
K

R
D
FON
D
L
Y

R
D
C O NESTOGATL
L A R E E D R
B
E
E
S
O
N

D
A
I
R
Y

R
D
HUBB
A
R
D

R
D
TI
M
B
ERLINEDR
C
R
I
C
K
E
T
T
L
N
ALLEN

D
R
S
E
L
K
I
R
K

D
R
D I A N E C T
HAR
V
E
S
T

D
R
M
YRAST
W
ILL
O
W
RI
DGE
L
N
W
I
L
L
I
S
T
O
N

C
T
DO
NN
A
A
V
WINDLEGRAYL
N
FELICITY L N
M
A
R
S
H
A
L
L
B
E
R
G
R
D
HYAT
T

D
R
B
R
E
V
A
R
D

S
T
A
N
G
EL
D
R
K
E
M
D
R
ID
O
L
F
A
R
M
R
D
MANNADR
D
E
E
R
W
O
O
D
F
O
R
EST
T
L
H I G H K N O L L D R
SHAF
T
E
S
B
U
R
Y

L
N
S
O
L
O
N

S
T
BLA
I
N
E

S
T
M A P L E B R OOKST
DIAM
O
N
D

H
I
L
L

R
D
AT
L
E
E

S
T
D
A
R
E

A
V
STAN
L
E
Y
A
V
T
R
A
C
Y

S
T
S
W
A
I
N

L
N
O L D B EL E W S C R E EKC
T
F R A N K LIN FA R M RD
G
U
T
H
R
I
E
C
T
C
L
A
R
A

L
N
W I L D LIF E D R
CH
U
R
C
H
L
A
N
D

D
R
ROBE
R
T
S
O
N

D
R
A
L
V
A
R
A
D
O

S
T
ALICE ST
HILDA ST
STOKESD A LEAV
MATH
E
W
S

V
I
E
W

L
N
B A R N W E LL D R
M
O
R
R
I
S

M
E
A
D
O
W

L
N
L
E
E

H
A
V
E
N

L
N
P
A
R
N
E
L
L

R
I
D
G
E

D
R
MYER LEE DR
Norfolk S
o
u
t
h
e
r
n
Forsyth
[
Figure 3A. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section A
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool



















!
!
!
!
!
!












!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!










!
!
!
!
!
!
!
!
!
!
!
!
!
!













!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!




!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!



!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!








(
R
W
(
R
W
(R
W
(RW
(RW
(RW
(R
W(R
W(R
W(R
W(R
W(R
W(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(
R
W
(RW
(R
W
(R
W(R
W
(RW
(RW
(RW
(R
W
(
R
W
(R
W
%ô
²²
2
¹º
¾l
¾l
²²
²²
!]
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!
!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!
!
!
!
!!!!!!
!
!
!
!!!!!!!!!!!!
!!!!!!!!
!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!
!
!
!
!
!
!
!

!
!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!! ! ! ! !!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!
!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!!!!!!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!!!!!!!!!!
!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!!!!!!!!!!!!!!!

!

!
!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!
!
!
!
!
!
!!!!!

!
!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!
!
!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!
!!!!!!!
!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!!
!
!
!
!
!
!
!!!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!
!!
!
!
!
!
!
!
!
!
LickCreekLick Creek
Belews Creek
Belews Creek(Kernersville Lake)
Be
l
e
w
s

C
r
e
e
k
(K
e
r
n
e
r
s
v
i
l
l
e

L
a
k
e
)
LoweryMillCreek
RockyBottomTrail
U-
5
8
2
4
Lasley, R.
Lasley, R.& S.
Myers
Branch
Mabe
Westmoreland Withers
Amos
Pierce
Pierce
Lasley
Barrow
Hester
Linville
Linville
Venable
Venable
Lasley
Lasley
HicksHicksHardy
818
821
816
823
817819
824
822
820
SECTION A SECTION BWalkertownCommunity Park
Pinecrest ApartmentsAffordable Housing Community
Walkertown Commons &Walkertown LandingShopping Centers
£¤158
£¤158
£¤311
£¤311
rÉ66
rÉ66
rÉ66
Walkertown
H
A
R
LE
Y
D
R
U
S-3
1
1
P I N E H A L L R D S R -1 9 7 7
REIDSVILLE RD US-158
OLD

H
O
L
L
O
W

R
D

N
C
-
6
6
RIV
E
R
T
O
N
R
D
S
R
-
4
481
S U L L I V A N T O W N R D S R -1 9 9 2
OLD 6 6 C R S R -2 4 1 4
NEW WALKERTOWN RD US-311
O
L
D

H
O
L
L
O
W

R
D

N
C
-
6
6
VANCERDSR-2014
MAIN

S
T

U
S
-
3
1
1
S
A
L
E
M

Q
U
A
R
T
E
R

R
D

S
R
-
4
5
1
0
ROC K Y B R A N C H R D S R -2 3 84
B U X B U R Y C T S R -2 5 7 2
B
E
U
L
A
H

L
N

S
R
-
4
4
7
1
B U C KLEY F O R E S T T L S R -4506
BELEWS CREEK RD SR-1965
MAINSTSR-2004
T
Y
N
E
R

R
D

S
R
-
2
0
0
8
ELLW ORT H R I D GE DR

S
R -4 4 8 2
ASHEB
Y

D
R

S
R
-
4
5
1
1
K I N G W I L LI A M S D R S R -4 5 2 2
B A RRO W RD SR-2013
T
E
R
R
E
N
C
E
K
N
O
L
L
R
D
S
R
-
4
5
5
3
B R I T T A N S D R S R -4552
R O C KY BRA
N
C
H
RDSR-2384
SHEFFIELD PLA C E D R S R -4 5 2 7
D
IS
C
O
VERYLNSR-4484
B R O O K W Y S R -4 5 5 0
C
E
D
A
R
C
A
N
Y
O
N
R
D
S
R
-
2
1
5
0
BEXHILLDR S R -2 1 2 7
SUM
M
I
T

D
R

S
R
-
2
1
0
5
OLD FLATROCK R D

S
R-2011
HUNTING
B
R
O
O
K
C
T
S
R
-
4
4
6
9
DAR
R
O
W

R
D

S
R
-
2
3
8
5
E
L
D
R
E
D

R
D

S
R
-
2
0
6
1
C
H
A
N
N
E
L
F
O
R
E
S
T
R
D
S
R
-455 5
R O BINETTE
LNSR-21 4 9
JUDGECLEMENT
RDSR-2006
D
E
A
N

R
D

S
R
-
2
0
0
7
C
O
R
V
E
T
T
E

L
N

S
R
-
2
1
2
2
W
O
O
D
M
E
R
E
D
R
S
R-2
1
8
4
R
AIL
F
E
N
C
E
R
D
S
R-2
0
0
9
WALKER

R
D
BROO
K

W
Y
ESHE
R

D
R
YORK
PLACEDR
DEA
N

R
D
L
E
I
G
H
T

S
T
M IRASOL C T
Y
O
R
K

P
L
A
C
E

D
R
BIENARD
DR
HARLEYDR
SHEFFIELDPLAC
E
D
R
H A N L E Y P A R KDR
BRITTA
N
S

D
R
A ST
H
O
L
B
E
I
N

G
A
T
E

D
R
S
N
I
D
E
R

S
T
B
I
E
N
A
R
D

D
R
CHAN
N
E
L

D
R
KI
L
B
E
R
R
Y

C
T
WI
L
S
O
N

C
R
E
E
K

C
T
WEST

F
A
R
M

R
D
ELL W O R T H R I D G E D R
CHRISTIAN CR
WI
C
K
E
N
H
A
M

R
D
N O LIC H U C K Y D R
C A R LT O N C T
NO NAME 41 RD
D
E
P
O
T

S
T
NEAL TRAIL DR
MORR
I
S

S
T
RANIER
C
T
C
R
E
E
K

R
N
W A L K E R T O W N P L A Z A B V
L
E
A
K
E

S
T
WALKERTOWN COMMONS CR
B
L
A
I
R
M
O
R
E
C
T
F
R
I
E
N
D
L
Y
R
D
DAR
R
O
W

R
D
QUAW
A
T
H
A

D
R
A
S
P
E
N

F
O
R
E
S
T

L
N
R
U
X
T
O
N
D
R
BEAC
O
N

P
A
R
K

L
N
H A S T I N G S R D
SALE
M

R
D
C E L E S T E R D
R
O
C
K
L
A
N
E

D
R
AVAL
E
E

S
T
LINV
I
L
L
E

S
T
ROBE
R
S
O
N

F
A
R
M

C
T
R
A
N
G
E
C
R
ESTRD
SHIRL
E
Y

S
T
MCKINNEY C T
A
N
N
I
E

L
N
C H U R C H S T
BE
L
E
W
S

V
I
E
W

C
T
COUN
T
R
Y

C
O
V
E

L
N
VENABL
E

D
R
C H ARIPAR
K
L
N
W A L K E R T O W N V I E W D R
P
A
Y
T
O
N

L
N
M A R T I N S T
WILLO
U
G
H
B
Y

D
R
B
E
N
N
E
T
T

F
A
R
M

R
D
S T E E L H ILL

C
T
WOODMERED
R
WALL ASEY RD
H A N L E YWY
WINT
H
R
O
P

S
T
G E O R G E W E S T CT
W
A
T
K
I
N
S

S
T
N
O
N
A
M
E
1
4
R
D
CHA
P
E
L

S
T
ROC KY B R A N C H R D
MA
R
T
I
N

S
T
OLD S T I L L T L
S
W
A
I
N

L
N
R
O
B
E
R
T

W
E
S
T

R
D
PHILI
P

R
D
OB
A
D
I
A
H

L
N
NO NAME 12 RD
LAKA
W
A
N
N
A

D
R
T
I
N
R
O
O
F
TL
B
E
L
L
A
I
R
E

C
R
N
E
W

S
T
J U S TI N B R O O K L N
BARROWR D
TAVEBEESON R D
F
U
L
P
S
P
O
N
D
RD
D
I
L
L
O
N

S
T
P
O
I
N
D
E
X
T
E
R

S
T
K
N
I
G
H
T
A
C
R
E
S
L
N
Nor
f
o
l
k

S
o
u
t
h
e
r
n
Forsyth
[
Figure 3B. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section A-B
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool






































































































!]
²²
²²
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!
!!
!
!
!
!
!
!!!!!!!!!
!
!!
!
!
!
!
!
!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!
!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!

!

!

!
!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
Belews Creek (Be
l
e
w
s

C
r
e
e
k

A
r
m

o
f
Belews Lake belo
w

e
l
e
v
a
t
i
o
n

7
2
5
)
Belews Creek
BelewsCreek
West Belews Creek(below elev.725)Belews Cre
e
k

(
B
e
l
e
w
s

C
r
e
e
k

A
r
m
of Bel
e
w
s

L
k

b
e
l
o
w

e
l
e
v
.

7
2
5
)
Belews Creek
East Belews Creek
B e l e w s C re e k t o P i e d m o n t G r e e n w a y
Glessner
Venable Lasle
y
,

R
.
Fulton
Lasley, R.
Lasley, R.
& S.Myers WetherallWetherall
Preston, M.
Correll
Preston, L.
Dodson
Parrish
Robertson
RobertsonLasley
Hester
Venable
Venable
Venable
Fishel
Orellana
Poindexter
Dodson
Lasley
Lasley
828
827
826
825
Creekside ManorResidential Care Facility£¤158
REIDSVILLE RD
U
S
-
1
5
8
FULPS
MILL
R
D
SR-1966
BENEFITCHURCHRDSR-1970
G
O
O
D
W
I
L
L

C
H
U
R
C
H

R
D

S
R
-
1
9
7
1
KER
N
E
R
S
V
I
L
L
E

R
D

S
R
-
1
9
6
2
C A RT W R I G H T D R S R -2 1 0 3
PO N D A R O S A D R SR-2111
DEERPATH
L
N
SR-4465
B
R
I
N
K
L
E
Y

R
D

S
R
-
1
9
7
5
B E L E W S C R E EK R D SR-1 9 6 5
W
H
I
T
E

T
A
I
L

T
L

S
R
-
4
4
6
6
H
O
M
E
L
A
N
D

C
R

S
R
-
2
0
1
0
PINEY GROVE RD SR-1969
SPRING HOLLOW DRSR-4561
P
R
E
S
T
O
N

R
D

S
R
-
1
9
7
3
WILLO W SPRINGS
L
N
SR-4540
DEER PATH LNSR-4465
FREEMANRDSR-21
40
TIP
T
O
N

D
R

S
R
-
2
1
3
4
SR-
1
9
6
8
B
ELE
W
S
C
R
E
E
K
R
D
N
C
-
6
5
FULTONLNSR-1972
P O I N D E X T E R FAR M R D SR-1968
V A N H OY RIDGE
RD SR-1967
O
A
K
V
I
E
W
D
R
S
R
-
2
1
10
MON
T
G
O
M
E
R
Y
R
IDGERD
NO

N
A
M
E

5
9

R
D
DEERHILLCR
C
O
N
NIE
T
L
PAU
L
I
N
E

L
N
BUC
K

F
O
R
E
S
T

D
R
BL
A
C
K
B
E
R
R
Y

R
I
D
G
E

C
T
HOMESTEADFARM
RD
CAPTIVA
DR
PE
A
C
E
F
U
L

V
A
L
L
E
Y

D
R
C O N N I E C O V E R D
TURTLELN
MERR ILU LN
FA
G
G
FA
R
M
R
D
P
A
R
H
A
M
P
I
N
E
STL
BRIA
R

H
O
L
L
O
W

L
N
P
A
R
H
A
M
R
D
BONNIERIDGECT
MILL SPRINGLN
LEISU
RE
P
O
I
N
T
LN
FULTON LN
P OINDEXTERFARM
RD
W
EEPINGWILL O W CT
VAN
C
E

R
I
D
G
E

C
T
CA
R
T
E
R

F
A
R
M

R
D
W
H
I
C
K
E
R
F
A
R
M
L
N
NAUT
I
C
A
L

P
O
I
N
T

D
R
DILLONACRES D R
PAULINERD
V
E
N
ABLEF
A
R
M
R
D
EATO N SPRIN G S RD
L A R RI M O RE LN
VANHOYRD
V
A
N
C
E
L
A
N
D
DR
D EER HILL R D
[Figure 3C. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section B
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool









































































2
¹º
æ
æ
2
²²
ïæ ²²
ï
æ
æ
²²
æ
²²
²²
©
æ
ï
!F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F !F !F !F !F !F !F
East B
e
l
e
w
s

C
r
e
e
k
Lasley, R.
Melvin
Hinton
Warren
Richardson
828
827
829
832
830
831
SECTION B SEC
T
I
O
N

C
4
3
2
StokesdaleCommunity Park
Stokesdale FireStation 12
StokesdaleElementary
11
9
6
8
7
5
10
£¤158
£¤158
rÉ65
rÉ68
rÉ65
Stokesdale
VAUG
H
N

S
T

S
R
-
2
0
5
1
S HILLIN G STSR-2054
B E L E W S C R E E K R D N C -6 5
U S H I G H W A Y 1 5 8 U S -1 5 8
A
N
T
H
O
N
Y
R
D
S
R
-
2
0
3
4
MCCRORY RD SR-2062
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
8
R E I D S V IL L E R D U S -1 5 8
EL
L
I
S
B
O
R
O

R
D

S
R
-
2
0
4
6
CLINTWOODDR
SR-2
0
5
6
F
ULP
RD
SR-2042
COL
DWATER
RD
SR-2
038
M
OUNTCARMELRDSR-4508
E
L
L
I
S
B
O
R
O
R
D
S
R
-
1
1
1
0
N E W B E R R Y S T S R-2 0 5 3
BELEWSCREEKRDNC-65
STOKESDALESTSR-2049
ST
OK
E
SD
A
L
E
S
T
S
R
-
2
0
5
4
B O O N E L A N DINGDR
SR-4605
S
T
R
A
N
D

D
R

S
R
-
2
0
5
2
NC-65
MARION
POINTEDRS
R
-
4
5
1
9
DORSETT DOWNS DR SR-4879
KELLY

L
EE DRSR-4463
PRINCEEDWARD RD SR-2036
PLUNKE
T
T
R
D
S
R
-
1
9
6
1
MT
CAR
ME
L R
D
SR-2
040
TREE
CT
SR-2069
O
A
K
LE
V
EL
C
H
URCHRDSR-2045
M AR N E DR SR-2087
BLUE WATERDRSR-1960
COOK FARMRDSR-1
9
6
0
PRINCE EDWARDRDSR-2036
ASPENGROVE
DR
SR-4563
CROFT
DRSR-2037
B
L
UEHILL DR SR-2194
H U T C H E N S R D SR -2 0 4 3
OSAGE RD SR-2041
LESTER
R
D
SR-2048
G I D E O N G R O VERDSR-20
47
SELF RD SR-2044
HAPPY
HILL
RD
SR-2032
PEARMAN
QU
A
RRYRDSR-2035
C O L G A T E R D SR-2 0 3 9
S
A
M
ANTHA C T
VAUG
H
N

S
T
BA
R
N
E
Y

R
D
BLUE WATER CT
WINDINGHILL
DR
S
E
L
F
RD
S
T
O
K
E
S
D
A
L
E

S
T
PATRICE DR
P
L
U
N
K
ETT
R
D
W EST F A L L S L N
IVAN

S
T
SHE
D
A
N

C
T
CAPR
I

D
R
F
U
L
P

R
D
COREY DR
SOUTH

P
O
I
N
T

D
R
G
O
L
D

C
T
E A S TSHORECR
DA
N
L
I
A

R
D
COOK FARM RD
BLACKTHORNE DR
SHELBY

R
AE
CT
LU
T
O
N

R
D
ARAPA
H
O
EDR
FIELDSTRE A MDR
GR
A
C
E

M
E
A
D
O
W
S

C
T
BAYWO
O
D

D
R
TYSO
RRD
CROSSINGCREEKDR
PI
L
O
T

V
I
E
W

D
R
L
E
N
A
-
N
O
R
A
L
N
COGANLN
Z
E
BE
DEE
LN
N E W B E R R Y ST
C
O
L
G
A
T
E

R
D
ALTAVISTADR
LOYO
L
A
D
R
R O C KY LN
E
L
B
R
E
E
LN
BRA N DY

T
RACE
L
N
B
R
A
N
S
ONRD
MG TR
GROVE DR
G L O R Y R D
BERNICE DR
MERCHANTSLAKERD
HOLT PARRISH LN
GU
I
L
F
O
R
D

C
O
U
N
T
Y
FO
R
S
Y
T
H

C
O
U
N
T
Y
[Figure 3D. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section B-C
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool































































































!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F!F!F!F!F!F!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
²²ï ²²
æ
²²²²
²²²²
²²
æ²²
!]
²²²²k ²²
2
¹º
æ
²²
²ı
²²
k !Í
²²²²²²
R
-
2
4
1
3
C
Clevenger(Canter HillStables)
Pegram
Hardin
Neal
Cook
Cook
Sharon
Combs
King
KingDavenport
Lawson
Angel
Cook
Vernon
Vernon
Warren
840
837
839838
836
835
833
834
5
Stokesdale Town Parkat Martin Meadows
StokesdaleElementary
12
13
Countryside VillageRetirement Community £¤220
£¤220
£¤158
£¤158
rÉ65
rÉ68
rÉ68
rÉ65
Summ erf ield
Stokesdale
U
S
2
2
0
U
S
-
2
2
0
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
5
SPOTSWOOD
RD
S
R
-
2
1
0
4
NC 65 NC-65
ANGEL-PARDUERDSR-2102
ELLISON

R
D

S
R
-
2
1
0
7
SPRINGDALEMEA D O W CT SR-4892
NC HIGHWAY68NNC-68
THOMAS RD S R -3 8 4 7
U
S
H
I
G
H
W
A
Y

2
2
0
N
U
S
-
2
2
0
NC HI
G
H
W
A
Y

6
5

N
C
-
6
5
E
V
E
R
S
F
I
E
L
D

R
D

S
R
-
2
1
0
9
U
S
H
I
G
H
W
A
Y
2
2
0
N
U
S
-
2
2
0
HOLLY
GLEN
DR
SR-4848
U
S
-
2
2
0
OAK CRE E K D R SR-484
7
US H I G H W A Y 1 5 8 U S -1 5 8
P
R
O
V
I
D
E
NC
E
N
O
RT
H
DR
SR-
4
88
2
S
O
U
T
H
A
R
D
RD
SR-2103
L
A
U
R
E
N

R
D

S
R
-
1
1
0
3
PA
T
R
I
C
I
A

D
R

S
R
-
3
8
2
8
MO
R
I
T
Z

D
R

S
R
-
2
2
3
9
SR-
5
0
0
7
OGBURN
MILLRDSR-1100
NC 6
8

N
C
-
6
8
ATH
E
N
S

R
D

S
R
-
2
1
0
1
SPRINGBIRCH
DRSR-4890
CURRAGHMORE
CTSR-5041
BELEWS CREEK R D N C -6 5
FAIRLAWN DR SR-2302
SR-2104
L E S T E R R D SR-2048
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
8
SR
-
3
9
2
8
LAWRENCE
RDSR-1210
SPRINGDALE
M
E
A
D
O
W
D
R
S
R
-
4
8
9
1
ROXIE RD SR-1211
WEN
D
Y

G
A
Y
L
E

D
R

S
R
-
4
6
3
5
AL
D
A

R
D

S
R
-
4
8
0
2
MEADOW SPR I N G S D R S R -5 0 3 5
HOLLY
GLE
N
C
T
SR-4870
SR-2104
ADANO RD SR-2199
SHOELINERDSR-2108
HU
N
T
I
N
G

C
T

S
R
-
4
8
9
3
FLATROCK
RD
SR-2105
K
A
NDI
DR
SR-4636
HUNTING
CT
SR-4893
FRIDDLEWO
O
D
DR S R-2 1 10
MILLRUNRDSR-2106
B
&

G

C
T

S
R
-
5
1
0
9
M U R P H Y R D S R -2 3 0 0
ELLISON MHP
C R Y S T A LCT
H O R S E F A R M R D
E LLISON MHP
SPRINGBIRCH DR
FAWN TRAIL DR
W
A
L
T
E
R

C
O
M
B
S

R
D
HO
L
L
Y

G
L
E
N

D
R
FR
I
D
D

L
N
SP
I
C
E
R

L
N
S
O
U
T
H
E
R
N

M
E
A
D
O
W
S

D
R
RUSH SPRINGS CT
A N GE L -PARDUE
RD
TH
O
R
N
G
A
T
E

R
D
W
A
L
T
E
R
COMBSRD
MOORESMILL
R
D
AD
A
N
O

R
D
KINGSBRANCHDR
POND
RIDGE D R
MOO
R
E
S

M
I
L
L

C
T
TH O M A S R D
B ERNICE DR
D
E
E
P
V
A
L
L
EY
RD
EXCALIBERDR
KNIGHTVILL A G E CIR
AGATHADR
AT
A
N
D
O

D
R
SHOELINE
RD
M
A
R
L
O
W
R
D
C
O
R
DAY
DR
PURGASON LN
CRO
O
K
E
D

O
A
K

D
R
F
L
AT
R
O
C
K
R
D
COUNTRYSIDEAPTS
PEONY
DR
CL
A
Y
W
O
O
D

D
R
TRE
E
L
I
N
E

R
D
GILROC K
CT
MILLR
U
N
R
D
M
I
LL
RU
N
R
D
GUILFORD COUNTY
[Figure 3E. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 4/3/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section C
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool
PAGE | B - 1

Appendix B: Tabular Demographic Data

R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

2

2000 2010
Difference
2000-2010
Percent
Change
Annualized
Growth Rate 2015 Difference
2010-2015
Percent
Change
Annualized
Growth Rate
989 824 -165 -16.68% -1.81% 691 -133 -19.25% -3.46%
1,306 1,675 369 28.25% 2.52%1,805 130
7.20% 1.51%
1,344 1,336 -8 -0.60% -0.06%1,175 -161
-13.70% -2.54%
871 1,261 390 44.78% 3.77%1,230 -31
-2.52% -0.50%
1,162 1,484 322 27.71% 2.48%1,209 -275
-22.75% -4.02%
1,538 1,788 250 16.25% 1.52%1,636 -152
-9.29% -1.76%
1,527 1,911 384 25.15% 2.27%1,478 -433
-29.30% -5.01%
1,692 1,742 50 2.96% 0.29%2,202 460
20.89% 4.80%
1,422 1,730 308 21.66% 1.98%1,780 50
2.81% 0.57%
2,156 2,445 289 13.40% 1.27%2,222 -223
-10.04% -1.89%
2,121 3,070 949 44.74% 3.77%3,244 174
5.36% 1.11%
1,736 2,200 464 26.73% 2.40%1,985 -215
-10.83% -2.04%
17,864 21,466 3,602 20.16% 1.85% 20,657 -809 -3.92% -0.77%
185,776 229,617 43,841 23.60% 2.14% 236,642 7,025 3.06% 0.60%
4,009 4,675 666 16.61% 1.55% 4,839 164 3.51% 0.69%
306,067 350,670 44,603 14.57% 1.37% 361,684 11,014 3.05% 0.62%
3,267 5,047 1,780 54.48% 4.45% 5,221 174 3.45% 0.68%
421,048 488,406 67,358 16.00% 1.50% 506,763 18,357 3.62% 0.74%
8,049,313 9,535,483 1,486,170 18.46% 1.71% 9,845,333 309,850 3.15% 0.64%
Stokesdale
2010 - 2015*
CT 31.05, BG 2
CT 31.06, BG 1
Winston-Salem
CT 31.03, BG 3
CT 159.01, BG 1
CT 159.01, BG 2
*Data Source: US Census Bureau, American
Community Survey 5-Year Estimates (2011-2015),
Table B01003 "Total Population."
Data Source (Block Group and County-Level Data): Minnesota Population Center. National
Historical Geographic Information System: Version 2.0. Minneapolis, MN: University of Minesota
2011. Census 2000/ Census 2010 Time Series Tables Geographically Standardized
Walkertown
Data Source (Place Data): US Census Bureau, Decennial Census 2000, Summary File 1, Table
P001: "Total Population" and Decennial Census 2010, Summary 1, Table P1: "Total Population"
POPULATION CHANGE 2000 - 2010
North Carolina
CT 17, BG 1
CT 17, BG 5
CT 30.02, BG 2
CT 30.02, BG 3
CT 30.03, BG 1
CT 30.03, BG 2
CT 31.03, BG 2
DSA Aggregate
Forsyth County
Geography
Guilford County
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

3

CT 17, BG 1 691 68 9.8% 571 82.6%0 0.0% 18 2.6%0 0.0% 13 1.9% 21 3.0% 623 90.2%
CT 17, BG 5 1,805 630 34.9% 1,109 61.4%0 0.0%0 0.0%0 0.0%0 0.0% 66 3.7% 1,175 65.1%
CT 30.02, BG 2 1,175 731 62.2% 412 35.1% 32 2.7%0 0.0%0 0.0%0 0.0%0 0.0% 444 37.8%
CT 30.02, BG 3 1,230 1,062 86.3% 124 10.1%9 0.7% 12 1.0%0 0.0%0 0.0% 23 1.9% 168 13.7%
CT 30.03, BG 1 1,209 925 76.5% 270 22.3%0 0.0%0 0.0%0 0.0%0 0.0% 14 1.2% 284 23.5%
CT 30.03, BG 2 1,636 1,355 82.8% 269 16.4%0 0.0%0 0.0%0 0.0%0 0.0% 12 0.7% 281 17.2%
CT 31.03, BG 2 1,478 1,359 91.9% 100 6.8%0 0.0%9 0.6%0 0.0%0 0.0% 10 0.7% 119 8.1%
CT 31.03, BG 3 2,202 2,044 92.8% 145 6.6%0 0.0% 13 0.6%0 0.0%0 0.0%0 0.0% 158 7.2%
CT 31.05, BG 2 1,780 1,599 89.8% 143 8.0%0 0.0%0 0.0%0 0.0%9 0.5% 29 1.6% 181 10.2%
CT 31.06, BG 1 2,222 2,009 90.4% 93 4.2%0 0.0% 16 0.7%0 0.0% 39 1.8% 65 2.9% 213 9.6%
CT 159.01, BG 1 3,244 2,803 86.4% 191 5.9%0 0.0%1 0.0%0 0.0% 178 5.5% 71 2.2% 441 13.6%
CT 159.01, BG 2 1,985 1,419 71.5% 161 8.1% 10 0.5%0 0.0%0 0.0% 379 19.1% 16 0.8% 566 28.5%
DSA 20,657 16,004 77.5% 3,588 17.4% 51 0.2% 69 0.3%0 0.0% 618 3.0% 327 1.6% 4,653 22.5%
Forsyth County 361,684 242,474 67.0% 93,993 26.0% 855 0.2% 7,439 2.1% 403 0.1% 10,555 2.9% 5,965 1.6% 119,210 33.0%
Guilford County 506,763 287,617 56.8% 169,138 33.4% 2,328 0.5% 22,445 4.4% 281 0.1% 13,986 2.8% 10,968 2.2% 219,146 43.2%
Two or More
Races Total Non-WhiteBlack or African
American
American
Indian & Alaska
Native Alone
Asian
Native
Hawaiian/
Pac. Islander
Some Other
Race
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015), Table B02001, "Race."
Geography Total
Population
RACE
White
R-2577 FORSYTH-GUILFORD | CIA | Appendix B: Demographic Tables
Page | B - 4

#%#%
CT 17, BG 1 691 63 9.1% 628 90.9%
CT 17, BG 5 1,805 0 0.0% 1,805 100.0%
CT 30.02, BG 2 1,175 0 0.0% 1,175 100.0%
CT 30.02, BG 3 1,230 9 0.7% 1,221 99.3%
CT 30.03, BG 1 1,209 12 1.0% 1,197 99.0%
CT 30.03, BG 2 1,636 44 2.7% 1,592 97.3%
CT 31.03, BG 2 1,478 46 3.1% 1,432 96.9%
CT 31.03, BG 3 2,202 60 2.7% 2,142 97.3%
CT 31.05, BG 2 1,780 47 2.6% 1,733 97.4%
CT 31.06, BG 1 2,222 48 2.2% 2,174 97.8%
CT 159.01, BG 1 3,244 306 9.4% 2,938 90.6%
CT 159.01, BG 2 1,985 389 19.6% 1,596 80.4%
DSA 20,657 1,024 5.0% 19,633 95.0%
Forsyth County 361,684 44,745 12.4% 316,939 87.6%
Guilford County 506,763 38,207 7.5% 468,556 92.5%
Geography Total
Population
Hispanic Not Hispanic
Data Source: US Census Bureau, American Community Survey 5-year Estimates
(2011-2015), Table B03002, "Hispanic or Latino Origin by Race."
HISPANIC OR LATINO ORIGIN
R-2577 FORSYTH-GUILFORD | CIA | Appendix B: Demographic Tables
Page | B - 5

#%#%
CT 17, BG 1 691 18 2.6% 673 97.4%
CT 17, BG 5 1,805 630 34.9% 1,175 65.1%
CT 30.02, BG 2 1,175 731 62.2% 444 37.8%
CT 30.02, BG 3 1,230 1,062 86.3% 168 13.7%
CT 30.03, BG 1 1,209 913 75.5% 296 24.5%
CT 30.03, BG 2 1,636 1,311 80.1% 325 19.9%
CT 31.03, BG 2 1,478 1,313 88.8% 165 11.2%
CT 31.03, BG 3 2,202 1,984 90.1% 218 9.9%
CT 31.05, BG 2 1,780 1,561 87.7% 219 12.3%
CT 31.06, BG 1 2,222 2,000 90.0% 222 10.0%
CT 159.01, BG 1 3,244 2,683 82.7% 561 17.3%
CT 159.01, BG 2 1,985 1,409 71.0% 576 29.0%
DSA 20,657 15,615 75.6% 5,042 24.4%
Forsyth County 361,684 209,493 57.9% 152,191 42.1%
Guilford County 506,763 265,781 52.4% 240,982 47.6%
* Minority population includes all races that are non-white and Hispanic populations that
are also White.
Geography Total
Population
White, Non-Hispanic Minority Population*
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-
2015),Table B03002, "Hispanic or Latino Origin by Race."
MINORITY POPULATION
R-2577 FORSYTH-GUILFORD | CIA | Appendix B: Demographic Tables
Page | B - 6

CT 17, BG 1 691 226 32.7% 124 17.9% 226 32.7%
CT 17, BG 5 1,805 87 4.8% 25 1.4% 277 15.3%
CT 30.02, BG 2 1,175 105 8.9% 55 4.7% 37 3.1%
CT 30.02, BG 3 1,230 301 24.5% 72 5.9% 86 7.0%
CT 30.03, BG 1 1,145 131 11.4% 103 9.0% 197 17.2%
CT 30.03, BG 2 1,636 149 9.1% 58 3.5% 181 11.1%
CT 31.03, BG 2 1,478 110 7.4% 15 1.0% 86 5.8%
CT 31.03, BG 3 2,202 0 0.0%0 0.0% 195 8.9%
CT 31.05, BG 2 1,780 42 2.4%0 0.0% 131 7.4%
CT 31.06, BG 1 2,216 69 3.1% 35 1.6% 85 3.8%
CT 159.01, BG 1 3,156 154 4.9% 99 3.1% 480 15.2%
CT 159.01, BG 2 1,985 543 27.4% 39 2.0% 81 4.1%
DSA 20,499 1,917 9.4%625 3.0%2,062 10.1%
Forsyth County 351,667 69,100 19.6%31,208 8.9%37,790 10.7%
Guilford County 492,038 86,808 17.6% 38,484 7.8% 53,813 10.9%
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015),Table
C17002, "Ratio of Income to Poverty Level in the Past 12 Months."
Geography
Total
Population for
Poverty Status
POVERTY
Below Poverty Level Very Poor: Under 50%
of Poverty Level
Near Poor: Between
100% - 149% of
Poverty Level
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

7

#%#%#%#%
CT 17, BG 1 540 31 5.7%0 0.0%0 0.0%0 0.0%
CT 17, BG 5 1,392 0 0.0%0 0.0%0 0.0%0 0.0%
CT 30.02, BG 2 1,023 0 0.0%0 0.0%0 0.0%0 0.0%
CT 30.02, BG 3 928 0 0.0%0 0.0%0 0.0%0 0.0%
CT 30.03, BG 1 958 0 0.0%0 0.0%0 0.0%0 0.0%
CT 30.03, BG 2 1,262 0 0.0%0 0.0%0 0.0%0 0.0%
CT 31.03, BG 2 1,119 46 4.1%0 0.0%0 0.0%0 0.0%
CT 31.03, BG 3 1,781 15 0.8%0 0.0%0 0.0%0 0.0%
CT 31.05, BG 2 1,354 9 0.7%0 0.0%0 0.0%0 0.0%
CT 31.06, BG 1 1,857 0 0.0%0 0.0%0 0.0%0 0.0%
CT 159.01, BG 1 2,395 2 0.1%0 0.0%0 0.0%0 0.0%
CT 159.01, BG 2 1,444 139 9.6%0 0.0%0 0.0%0 0.0%
DSA Aggregate 16,053 242 1.5%0 0.0%0 0.0%0 0.0%
Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015),Table B16004, "Age by Language
Spoken at Home by Ability to Speak English for the Population 5 Years and Over."
Geography
Total Adult
Population
(Over 17 Years)
Primary Language Group of Persons Who Speak English Less than Very Well
Spanish Other Indo-Euro Asian/Pacific Other
LIMITED ENGLISH PROFICIENCY (LEP)
R-2577 FORSYTH-GUILFORD | CIA | Appendix B: Demographic Tables
Page | B - 8

CT 17, BG 1 43.00%
CT 17, BG 5 63.40%
CT 30.02, BG 2 55.54%
CT 30.02, BG 3 60.69%
CT 30.03, BG 1 58.21%
CT 30.03, BG 2 55.25%
CT 31.03, BG 2 67.72%
CT 31.03, BG 3 68.09%
CT 31.05, BG 2 60.52%
CT 31.06, BG 1 65.66%
CT 159.01, BG 1 67.2%
CT 159.01, BG 2 68.5%
DSA Average 61.2%
Forsyth County 57.0%
Guilford County 60.0%
Geography H+T Costs % Income
Data Source: Center for Neighborhood Technology H+T Index Map
(http://htaindex.cnt.org/map/) (ACS 5-Year Estimates [2011-2013])
HOUSING + TRANSPORTATION COSTS AS % OF INCOME
# % # % # %
CT 17, BG 1 301 22
7.3% 155 51.5% 124 41.2%
CT 17, BG 5 739 9 1.2% 155 21.0% 575 77.8%
CT 30.02, BG 2 518 0 0.0% 186 35.9% 332 64.1%
CT 30.02, BG 3 499 0 0.0% 78 15.6% 421 84.4%
CT 30.03, BG 1 584 20
3.4% 259 44.3% 305 52.2%
CT 30.03, BG 2 665 11
1.7% 197 29.6% 457 68.7%
CT 31.03, BG 2 572 0 0.0% 114 19.9% 458 80.1%
CT 31.03, BG 3 859 0 0.0% 230 26.8% 629 73.2%
CT 31.05, BG 2 650 27
4.2% 110 16.9% 513 78.9%
CT 31.06, BG 1 949 13
1.4% 146 15.4% 790 83.2%
CT 159.01, BG 1 1,118 29 2.6% 182 16.3% 907 81.1%
CT 159.01, BG 2 718 26 3.6% 118 16.4% 574 79.9%
DSA Aggregate 8,172 157 1.9% 1,930 23.6% 6,085 74.5%
Forsyth County 143,207 11,598 8.1% 49,923 34.9% 81,686 57.0%
Guilford County 199,540 14,214 7.1% 73,168 36.7% 112,158 56.2%
North Carolina 3,715,565 244,500 6.6% 1,216,772 32.7% 2,254,293 60.7%
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015),Table
B25044, "Tenure by Vehicles Available."
Geography
2 + Vehicles
Available
ZERO CAR HOUSEHOLDS (HH)
Total HH
No Vehicle
Available
1 Vehicle
Available
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

9

CT 17, BG 1 0 0.00
CT 17, BG 5 1,805 $57,284 $0 $80,455 $45,100 $54,861 11.44
CT 30.02, BG 2 1,175 $46,250 $0 $41,327 $52,176 $36,771 7.45
CT 30.02, BG 3 1,230 $50,729 $0 $54,213 $70,938 $42,361 7.80
CT 30.03, BG 1 1,209 $34,125 $0 $39,946 $31,161 $26,818 7.66
CT 30.03, BG 2 1,636 $57,951 $0 $58,796 $44,969 $53,056 10.37
CT 31.03, BG 2 1,478 $59,737 $0 $62,727 $72,054 $31,509 9.37
CT 31.03, BG 3 0 0.00
CT 31.05, BG 2 1,780 $63,942 $0 $78,056 $69,886 $56,765 11.28
CT 31.06, BG 1 2,222 $62,440 $0 $88,214 $62,857 $44,886 14.08
CT 159.01, BG 1 3,244 $69,375 $0 $102,031 $98,381 $25,000 20.56
CT 159.01, BG 2 0 0.00
*DSA 15,779 $58,439 $0 $73,743 $65,335 $40,687
Forsyth County 361,684 $45,471 $20,427 $45,432 $56,874 $38,008
Guilford County 506,763 $45,651 $19,383 $44,544 $58,673 $37,795
North Carolina 9,845,333 $46,868 $24,575 $50,479 $55,715 $35,696
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015) - Table B19049, "Median
Household Income in the Past 12 Months (In 2015 Inflation-Adjusted Dollars) by Age of Householder"
*Median Household Income values for the DSA are a weighted average of the MHHI values for each Block Group,
weighted based on the proportion of total (aggregate) DSA population residing within each Block Group and calculated
using the "Sum Product" function.
Geography
Total
Population
for MHHI
*Total
MHHI
MEDIAN HOUSEHOLD INCOME (MHHI) IN THE PAST 12 MONTHS
*MHHI
Householder
< 25 yrs
*MHHI
Householder
25-44 yrs
*MHHI
Householder
45-64 yrs
*MHHI
Householder
> 65 yrs
Weight
(for DSA
MHHI)
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

10

CT 17, BG 1 585 401 68.5% 401 323 80.5% 78 19.5%0 0.0% 184 31.5%
CT 17, BG 5 1,412 1,017 72.0% 979 872 89.1% 107 10.9% 38 3.7% 395 28.0%
CT 30.02, BG 2 1,070 641 59.9% 641 610 95.2% 31 4.8%0 0.0% 429 40.1%
CT 30.02, BG 3 952 562 59.0% 562 544 96.8% 18 3.2%0 0.0% 390 41.0%
CT 30.03, BG 1 990 505 51.0% 505 476 94.3% 29 5.7%0 0.0% 485 49.0%
CT 30.03, BG 2 1,291 775 60.0% 775 709 91.5% 66 8.5%0 0.0% 516 40.0%
CT 31.03, BG 2 1,138 697 61.2% 697 620 89.0% 77 11.0%0 0.0% 441 38.8%
CT 31.03, BG 3 1,812 1,369 75.6% 1,369 1,282 93.6% 87 6.4%0 0.0% 443 24.4%
CT 31.05, BG 2 1,407 858 61.0% 858 794 92.5% 64 7.5%0 0.0% 549 39.0%
CT 31.06, BG 1 1,878 1,263 67.3% 1,263 1,124 89.0% 139 11.0%0 0.0% 615 32.7%
CT 159.01, BG 1 2,468 1,742 70.6% 1,742 1,646 94.5% 96 5.5%0 0.0% 726 29.4%
CT 159.01, BG 2 1,464 953 65.1% 953 915 96.0% 38 4.0%0 0.0% 511 34.9%
DSA 16,467 10,783 65.5% 10,745 9,915 92.3% 830 7.7% 38 0.4% 5,684 34.5%
Forsyth County 284,965 180,182 63.2% 179,860 162,790 90.5% 17,070 9.5% 322 0.2% 104,783 36.8%
Guilford County 404,441 259,279 64.1% 258,863 236,140 91.2% 22,723 8.8% 416 0.2% 145,162 35.9%
North Carolina 7,812,594 4,909,108 62.8% 4,826,193 4,372,773 90.6% 453,420 9.4% 82,915 1.7% 2,903,486 37.2%
EMPLOYMENT
Geography
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015) - Table B23025, "Employment Status for the Population 16
Years and Over"
Total Population
Age 16+ In Labor
Force
Armed Forces
Labor Force
Total Population
Age 16+ Not in
Labor Force
Civilian Labor Force
Total Employed Unemployed
Total Pop
Age 16+
R-2577 FORSYTH-GUILFORD | CIA | Appendix B: Demographic Tables
Page | B - 11

CT 17, BG 1 316 25 7.9%4 1.3%
CT 17, BG 5 893 346 38.7%0 0.0%
CT 30.02, BG 2 586 125 21.3%0 0.0%
CT 30.02, BG 3 528 129 24.4%0 0.0%
CT 30.03, BG 1 466 88 18.9%0 0.0%
CT 30.03, BG 2 674 184 27.3%0 0.0%
CT 31.03, BG 2 620 182 29.4% 10 1.6%
CT 31.03, BG 3 1,282 463 36.1% 29 2.3%
CT 31.05, BG 2 776 290 37.4% 21 2.7%
CT 31.06, BG 1 1,108 452 40.8% 16 1.4%
CT 159.01, BG 1 1,646 352 21.4%0 0.0%
CT 159.01, BG 2 915 184 20.1%0 0.0%
DSA 9,810 2,820 28.7% 80 0.8%
Forsyth County 160,181 30,912 19.3% 1,665 1.0%
Guilford County 232,011 32,859 14.2% 2,792 1.2%
North Carolina 4,361,591 109,968 2.5% 1,123,682 25.8%
Data Source: US Census Bureau, American Community Survey 5-year Estimates
(2011-2015) - Table B08007, "Sex of Workers by Place of Work - State and County
Level"
Not in State of
Residence
Not in County of
ResidenceTotal
COMMUTERS - PLACE OF WORK
Geography
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

12

CT 17, BG 1 316 293 92.7% 244 77.2% 49 15.5%11 3.5%0 0.0% 12 3.8%
CT 17, BG 5 893 757 84.8% 702 78.6% 55 6.2%0 0.0% 17 1.9%7 0.8%
CT 30.02, BG 2 586 560 95.6% 528 90.1% 32 5.5%0 0.0%0 0.0%0 0.0%
CT 30.02, BG 3 528 528 100.0% 473 89.6% 55 10.4%0 0.0%0 0.0%0 0.0%
CT 30.03, BG 1 466 460 98.7% 451 96.8%9 1.9%0 0.0%0 0.0%0 0.0%
CT 30.03, BG 2 674 626 92.9% 575 85.3% 51 7.6%0 0.0%0 0.0%0 0.0%
CT 31.03, BG 2 620 565 91.1% 490 79.0% 75 12.1%0 0.0%9 1.5%0 0.0%
CT 31.03, BG 3 1,282 1,182 92.2% 1,157 90.2% 25 2.0%0 0.0%0 0.0% 16 1.2%
CT 31.05, BG 2 776 688 88.7% 653 84.1% 35 4.5%20 2.6%0 0.0%0 0.0%
CT 31.06, BG 1 1,108 1,047 94.5% 875 79.0% 172 15.5%0 0.0% 16 1.4% 29 2.6%
CT 159.01, BG 1 1,646 1,593 96.8% 1,551 94.2% 42 2.6%0 0.0%1 0.1%9 0.5%
CT 159.01, BG 2 915 865 94.5% 767 83.8% 98 10.7%0 0.0%0 0.0%0 0.0%
DSA 9,810 9,164 93.4%8,466 86.3%698 7.1%31 0.3% 43 0.4% 73 0.7%
Forsyth County 160,181 145,667 90.9%133,598 83.4%12,069 7.5%1,966 1.2% 2,748 1.7% 1,782 1.1%
Guilford County 232,011 211,408 91.1%190,311 82.0%21,097 9.1%2,907 1.3% 4,036 1.7% 1,314 0.6%
North Carolina 4,361,591 3,972,462 91.1%3,537,155 81.1%435,307 10.0%48,600 1.1% 88,883 2.0% 35,057 0.8%
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015) - Table B08301, "Means of Transportation to Work"
Total
Commuters
COMMUTERS - MODE OF TRAVEL
Geography Public
Transportation Walk or BikeCar, Truck or Van
Total Alone Carpools Other
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

13

CT 17, BG 1 316 120 38.0% 164 51.9% 28 8.9%4 1.3%
CT 17, BG 5 781 297 38.0% 296 37.9% 168 21.5% 20 2.6%
CT 30.02, BG 2 560 138 24.6% 312 55.7% 58 10.4% 52 9.3%
CT 30.02, BG 3 528 82 15.5% 219 41.5% 159 30.1% 68 12.9%
CT 30.03, BG 1 460 97 21.1% 290 63.0% 73 15.9%0 0.0%
CT 30.03, BG 2 626 105 16.8% 330 52.7% 188 30.0%3 0.5%
CT 31.03, BG 2 574 39 6.8% 289 50.3% 205 35.7% 41 7.1%
CT 31.03, BG 3 1,198 198 16.5% 500 41.7% 424 35.4% 76 6.3%
CT 31.05, BG 2 708 51 7.2% 347 49.0% 223 31.5% 87 12.3%
CT 31.06, BG 1 1,092 121 11.1% 334 30.6% 517 47.3% 120 11.0%
CT 159.01, BG 1 1,603 200 12.5% 589 36.7% 599 37.4% 215 13.4%
CT 159.01, BG 2 885 145 16.4% 246 27.8% 419 47.3% 75 8.5%
DSA Aggregate 9,331 1,593 17.1% 3,916 42.0% 3,061 32.8% 761 8.2%
Forsyth County 152,608 47,199 30.9% 72,083 47.2% 21,698 14.2% 11,628 7.6%
Guilford County 220,368 67,474 30.6% 102,444 46.5% 35,173 16.0% 15,277 6.9%
North Carolina 4,157,395 1,173,623 28.2%1,673,507 40.3%798,134 19.2%512,131 12.3%
Geography Pop. for
Travel Time
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015),Table B08303, "Travel Time to
Work"
Commute > 45
Minutes
COMMUTERS - TRAVEL TIME TO WORK
Commute 30-45
Minutes
Commute 15-30
Minutes
Commute < 15
Minutes
R
-
25
7
7

F
O
R
S
Y
T
H
-
GU
I
L
F
O
R
D

|

CI
A

|

Ap
p
e
n
d
i
x

B
:

D
e
m
o
g
r
a
p
h
i
c

T
a
b
l
e
s

Pa
g
e

|
B

-

14

CT 17, BG 1 367 301 82.0% 76 25.2% 225 74.8% $63,400 4.01
CT 17, BG 5 767 739 96.3% 724 98.0% 15 2.0% $118,200 8.38
CT 30.02, BG 2 551 518 94.0% 429 82.8% 89 17.2% $134,700 6.02
CT 30.02, BG 3 558 499 89.4% 395 79.2% 104 20.8% $133,400 6.10
CT 30.03, BG 1 645 584 90.5% 517 88.5% 67 11.5% $135,300 7.05
CT 30.03, BG 2 740 665 89.9% 458 68.9% 207 31.1% $133,900 8.09
CT 31.03, BG 2 664 572 86.1% 466 81.5% 106 18.5% $200,000 7.26
CT 31.03, BG 3 911 859 94.3% 734 85.4% 125 14.6% $183,700 9.96
CT 31.05, BG 2 778 650 83.5% 604 92.9% 46 7.1% $143,100 8.50
CT 31.06, BG 1 1,067 949 88.9% 884 93.2% 65 6.8% $172,400 11.66
CT 159.01, BG 1 1,223 1,118 91.4% 958 85.7% 160 14.3% $192,200 13.37
CT 159.01, BG 2 877 718 81.9% 570 79.4% 148 20.6% $143,900 9.59
DSA 9,148 8,172 89.3% 6,815 83.4% 1,357 16.6% $153,655
Forsyth County 159,748 143,207 89.6% 88,917 62.1% 54,290 37.9% $151,100
Guilford County 222,057 199,540 89.9% 118,976 59.6% 80,564 40.4% $156,100
Renter Occupied Median
Home Value Weight
HOUSING
*Median Home Value for the DSA is a weighted average of the Median Home Values for each Block Group, weighted based on the
proportion of housing units in eahc block group relative to the total (aggregate) number of housing units in the DSA and calculated
using the "Sum Product" function.
Data Source: US Census Bureau, American Community Survey 5-year Estimates (2011-2015) - Table B25003, "Tenure" &
Table B25077, "Median Value (Dollars)"
Geography Total Housing
Units Total Occupied Owner Occupied
PAGE | C - 1

Appendix C: Local Government Interviews

NC Department of Transportation Community Studies Group, Human Environment Section
Local Planner Input Form
STIP Project R-2577 Forsyth & Guilford County - Community Impact Assessment
Contact Information
Interviewee Name: Gary Roberts, Jr. AICP
Title/Position: Project Planner
Organization/Agency: Winston-Salem/Forsyth County Planning Board
Email: [e-mail]
Date: 3/28/17
Phone Number: 336-747-0765

Completed Via: Email Phone
Interview Information/Instructions
Using the project information and map below, please respond to the following questions by typing your answers in
the space provided. Then save this file for your records and e-mail the new file back to the original sender. If you
would prefer to complete a hard copy of this form, please send all sheets to the address or email below:
Martha Hodge, AICP
CALYX Engineers + Consultants
[e-mail]
[phone]
Martha Hodge, AICP
CALYX Engineers + Consultants
6750 Tryon Rd.
Cary, NC 27518
Project Information Project Type: Bridge Corridor

NCDOT proposes to improve US 158 from north of US 421/ I-40 Business in Winston-Salem to US 220 in Stokesdale
for a total length of approximately 18.8 miles. The project is included in the NC Statewide Transportation
Improvement Program (STIP) as project number R-2577 and proposes to widen the existing two-lane US 158 roadway
to a multi-lane, median divided facility, including a new location section to bypass the existing US 158 alignment in
Stokesdale. The R-2577 project is divided into three sections:
A. Section A begins west of Old Greensboro Road (SR 2357) in Winston-Salem and extends to Old Belews Creek
Road (SR 1965) in Forsyth County.
B. Section B begins at Old Belews Creek Road (SR 1965) in Forsyth County and extends to Anthony Road (SR
2034) in Stokesdale (Guilford County).
C. Section C begins at Anthony Road (SR 2034) in Stokesdale and extends to the junction of US 158 and US 220,
including a new location bypass section of existing US 158.
Right-of-way acquisition and construction for each of the three sections will occur independently. Environmental
documents and permits for the project will include all three project sections. The current 2017-2027 Draft STIP
includes funding for Section A only, with initial right-of-way acquisition scheduled to begin in FY 2020 and
construction in FY 2022. Sections B and C of the project are currently unfunded.
The purpose of the project is to improve traffic flow and level-of-service (LOS) along US 158. The project will improve
existing and anticipated transportation deficiencies associated with the growth of new residential communities in
northeast Guilford County and transitioning rural to suburban land uses along the corridor and its vicinity.

For all applicable questions, please provide a detailed explanation of your response in
the field provided.
Check if item is
applicable
Growth and Development
1. Are there any known plans for development in the vicinity of the project?
Nothing that I know of that is not already built.
2. Are there any adopted plans for growth or economic development that could directly affect
or be affected by this project?
Yes see this link to the Walkertown Area Plan and the Northeast Suburban Area Plans which
gives guidance for development in this general area:
http://www.cityofws.org/Departments/Planning/Area-Plans/Walkertown-Area
http://www.cityofws.org/Departments/Planning/Area-Plans/Northeast-Suburban

3. Are there plans to extend water/sewer lines or to build any new facilities, such as fire
stations, schools, or other facilities, in the vicinity of the project?
None that I know of.

4. Are there any specific business and/or economic resources present in the project area, such
as business parks, distribution centers, manufacturing facilities, etc.?
None that I know of.

Special Populations
5. Are you aware of any minority, low-income or limited English proficiency (LEP) populations/
communities in the vicinity of the project? If so, please provide the locations of these
populations in the area. [If yes, proceed to Question 6. If no, skip to Question 7.]
None that I know of.

6. Are there specific community resources or services that are used by minority, low-income or
LEP populations in the vicinity of the project? How is the project likely to affect minority and
low-income populations?
None that I know of. I do not know.

7. Are there any tribal groups connected with land, religious, ethnic or other special
populations with different mobility needs or outreach needs in the project area?
None that I know of.

8. Who should we contact to discuss outreach needs for any special populations? Please
provide input on community leader contacts, media sources or other ways to reach these
populations.
I do not know.

Access, Accessibility, and Mobility
9. Is there pedestrian or bicycle activity/traffic or transit use along the project? If so, please
describe multimodal activity in the project area.
The northern limits of WS bus route 94 runs along US158 terminating at Grover Street:
http://www.wstransit.com/wp-content/uploads/2016/12/2017-Systems-Routes-Mtg-
Map_edited-Final-with-Transfers-Mobile.pdf

10. Are there any existing access, accessibility, or mobility concerns or any barriers to non -auto
travel in the area? Please consider all modes.
None that I know of.

11. Are there any adopted plans for pedestrian, greenway, bicycle, or transit facilities in the
area? For each plan, please provide a description of how the plan applies to the project
area, the title of the plan, its year of adoption, and the current status of its implementation.
Please see this link for our Pedestrian Facilities Plan:
http://www.cityofws.org/departments/transportation/planning/plans-and-studies/2007-
pedestrian-facilities-maps
http://www.cityofws.org/Departments/Transportation/Planning/Plans-and-
Studies/Comprehensive-Transportation-Plan

Agricultural Operations
12. Are you aware of any active agricultural operations in the vicinity of the project? If so,
please describe these operations (e.g. size, ownership, crops, years farmed, suppliers,
customers, value to the community). [If yes, answer Question 12. If no, skip to Question 13.]
None that I know of other that looking at current aerial images.

13. Are farm support services—such as farm suppliers, equipment dealers, processing and
storage facilities, and farmer’s markets—located in the vicinity of the project? If so, please
describe these services (e.g. type, location).
None that I know of.

14. Does the project lie within a VAD or EVAD district, or are you aware of any land with other
farmland protections (plans, tax districts or credits, trust, agricultural zoning, deed
restrictions)? If so, please describe the nature and location of these areas and properties.
Yes there are some VAD districts that you can see on this link to the Forsyth County Tax
Departments GeoData. Click on the VAD tab under the Boundaries Map Layer:
http://maps.co.forsyth.nc.us/forsythjs/

Other Notable Features
15. Are there any recreational properties within the project area that were purchased or
improved with Land and Water Conservation Act funds?
I do not know.

16. Are there any other specific notable community resources or issues in the project area? (e.g.
socio-economic resources, recreational resources, community safety concerns, cohesive
neighborhoods, areas in decline) If so, please describe.
Belews Lake.

Detours and Closures
17. Are there any future time periods or events that you know of where road or bridge closure
or reduction in number of lanes for construction would be of particular concern?
Possibly during the Spring and Fall Martinsville VA races.

18. [If applicable] Based on your knowledge of the project area, do you have any concerns with
the condition/capacity of potential detour routes, or the location of resources along these
routes?
Not that I know of.

19. Rate the overall impact on local planning objectives if the bridge or roadway were closed or at reduced
capacity for up to a year:
Positive Impact No Impact Low Impact Moderate Impact High Impact
Closing Questions
20. Are road names referenced by the names locals would use?
Yes as far as I can see from the above map.
21. Is there anyone else you feel should be contacted regarding this project (i.e. local officials or
stakeholders)?
The Town of Walkertown, Town Manager Scott Snow at 336-595-4212.

22. Do you have any additional comments about this project?
Question #19 is hard to answer especially in regard to what exactly “planning objectives”
means. There may be some areas of the project where sidewalks would be helpful.

NC Department of Transportation Community Studies Group, Environmental Analysis Unit
Local Planner Input Form
STIP Project R-2577 Forsyth & Guilford County - Community Impact Assessment
Contact Information
Interviewee Name: Oliver Bass
Title/Position: Senior Planner
Organization/Agency: Guilford Co Planning
Email: [e-mail]
Date: 12/5/17
Phone Number: 336-641-3578

Completed Via: Email Phone
Interview Information/Instructions
Using the project information and map below, please respond to the following questions and return your completed
form via email or mail to the following:
Martha Hodge, AICP
CALYX Engineers and Consultants
6750 Tryon Rd.
Cary, NC 27518
[e-mail]
[phone]
Project Information Project Type: Bridge Corridor

NCDOT proposes to improve US 158 from north of US 421/ I-40 Business in Winston-Salem to US 220 in Stokesdale
for a total length of approximately 18.8 miles. The project is included in the NC Statewide Transportation
Improvement Program (STIP) as project number R-2577 and proposes to widen the existing two-lane US 158 roadway
to a multi-lane, median divided facility, including a new location section to bypass the existing US 158 alignment in
Stokesdale. The R-2577 project is divided into three sections:
A. Section A begins west of Old Greensboro Road (SR 2357) in Winston-Salem and extends to Old Belews Creek
Road (SR 1965) in Forsyth County.
B. Section B begins at Old Belews Creek Road (SR 1965) in Forsyth County and extends to Anthony Road (SR
2034) in Stokesdale (Guilford County).
C. Section C begins at Anthony Road (SR 2034) in Stokesdale and extends to the junction of US 158 and US 220,
including a new location bypass section of existing US 158.
Right-of-way acquisition and construction for each of the three sections will occur independently. Environmental
documentation and permitting for the project will consider all sections. Right-of-way and construction of Section A
are programmed in the current adopted 2018-2027 STIP for 2020 and 2022. Section B is currently included in the
Developmental Program with right-of-way beginning in 2024 and construction in 2026. Section C of the project is
currently unfunded.
The purpose of the project is to improve traffic flow and level-of-service (LOS) along US 158. The project will improve
existing and anticipated transportation deficiencies associated with the growth of new residential communities in
northeast Guilford County and transitioning rural to suburban land uses along the corridor and its vicinity.
For all applicable questions, please provide a detailed explanation of your response in the
field provided.
Check if item is
applicable
Growth and Development
1. Are there any known plans for development in the vicinity of the project?
The Town has received several minor and major subdivision applications in the project area.
2. Are there any adopted plans for growth or economic development that could directly affect
or be affected by this project?
The Stokesdale Land Use plan calls for low density residential in most of west towards
Forsythe/Designated Town Core is economic center for town.

3. Are there plans to extend water/sewer lines or to build any new facilities, such as fire
stations, schools, or other facilities, in the vicinity of the project?
New subdivisions may require water line extension when approximate to existing water lines

4. Are there any specific business and/or economic resources present in the project area, such
as business parks, distribution centers, manufacturing facilities, etc.?
The CBD area is located at Hwy 150/68 cross road. Some moderate commercial and industry
developed in town core.

Special Populations
5. Are you aware of any minority, low-income or limited English proficiency (LEP) populations/
communities in the vicinity of the project? If so, please provide the locations of these
populations in the area. [If yes, proceed to Question 6. If no, skip to Question 7.]
Highly likely but it has not been quantified.

6. Are there specific community resources or services that are used by minority, low-income or
LEP populations in the vicinity of the project? How is the project likely to affect minority and
low-income populations?
Demographics of area means there are likely low-income/minority pop in area. Not quantified

7. Are there any tribal groups connected with land, religious, ethnic or other special
populations with different mobility needs or outreach needs in the project area?
Likely but not quantified

8. Who should we contact to discuss outreach needs for any special populations? Please
provide input on community leader contacts, media sources or other ways to reach these
populations.
Northwest Observer is main newspaper serving that part of county.

Access, Accessibility, and Mobility
9. Is there pedestrian or bicycle activity/traffic or transit use along the project? If so, please
describe multimodal activity in the project area.
No substantial activity. Transit is not available or limited.

10. Are there any existing access, accessibility, or mobility concerns or any barriers to non -auto
travel in the area? Please consider all modes.
Much of area lacks sidewalks or protected bike lanes.

11. Are there any adopted plans for pedestrian, greenway, bicycle, or transit facilities in the
area? For each plan, please provide a description of how the plan applies to the project
area, the title of the plan, its year of adoption, and the current status of its implementation.
Greensboro Bike-Ped (2015) plan proposes future bike lanes in project area.

Agricultural Operations
12. Are you aware of any active agricultural operations in the vicinity of the project? If so,
please describe these operations (e.g. size, ownership, crops, years farmed, suppliers,
customers, value to the community). [If yes, answer Question 12. If no, skip to Question 13.]

13. Are farm support services—such as farm suppliers, equipment dealers, processing and
storage facilities, and farmer’s markets—located in the vicinity of the project? If so, please
describe these services (e.g. type, location).

14. Does the project lie within a VAD or EVAD district, or are you aware of any land with other
farmland protections (plans, tax districts or credits, trust, agricultural zoning, deed
restrictions)? If so, please describe the nature and location of these areas and properties.
VAD, Bona Fide Farms are in the area, mainly in west side of town.

Other Notable Features
15. Are there any recreational properties within the project area that were purchased or
improved with Land and Water Conservation Act funds?
No

16. Are there any other specific notable community resources or issues in the project area? (e.g.
socio-economic resources, recreational resources, community safety concerns, cohesive
neighborhoods, areas in decline) If so, please describe.
Traffic safety as expressed through past rezoning and other public hearings.

Detours and Closures
17. Are there any future time periods or events that you know of where road or bridge closure
or reduction in number of lanes for construction would be of particular concern?
During peak-hour traffic. Major east/west corridor for eastern part of town.

18. [If applicable] Based on your knowledge of the project area, do you have any concerns with
the condition/capacity of potential detour routes, or the location of resources along these
routes?
Potential increase on Highway 68 as alternate route to Greensboro/High Point area.

19. Rate the overall impact on local planning objectives if the bridge or roadway were closed or at reduced
capacity for up to a year:
Positive Impact No Impact Low Impact Moderate Impact High Impact
Closing Questions
20. Are road names referenced by the names locals would use?
Yes
21. Is there anyone else you feel should be contacted regarding this project (i.e. local officials or
stakeholders)?
Kim Hemric, Town Administrator, 336-643-4011

22. Do you have any additional comments about this project?
None

NC Department of Transportation Community Studies Group, Environmental Analysis Unit
Local Schools Input Form
STIP Project R-2577 Forsyth & Guilford County - Community Impact Assessment
Contact Information
Interviewee Name: Beatrice Cheely
Title/Position: TIMS Coordinator
Organization/Agency: Guilford County Schools Transportation Department
Email: [e-mail]
Date: 12/12/2017
Phone Number: 336-370-8085

Completed Via: Email Phone
Interview Information/Instructions
Using the project information and map below, please respond to the following questions and return your completed form via email or mail to the following:
Martha Hodge, AICP CALYX Engineers and Consultants 6750 Tryon Rd. Cary, NC 27518 [e-mail] [phone]
Project Information Project Type: Bridge Corridor

NCDOT proposes to improve US 158 from north of US 421/ I-40 Business in Winston-Salem to US 220 in Stokesdale for a total length of approximately 18.8 miles. The project is included in the NC Statewide Transportation Improvement Program (STIP) as project number R-2577 and proposes to widen the existing two-lane US 158 roadway to a multi-lane, median divided facility, including a new location section to bypass the existing US 158 alignment in Stokesdale. The R-2577 project is divided into three sections:
A. Section A begins west of Old Greensboro Road (SR 2357) in Winston-Salem and extends to Old Belews Creek Road (SR 1965) in Forsyth County.
B. Section B begins at Old Belews Creek Road (SR 1965) in Forsyth County and extends to Anthony Road (SR 2034) in Stokesdale (Guilford County).
C. Section C begins at Anthony Road (SR 2034) in Stokesdale and extends to the junction of US 158 and US 220, including a new location bypass section of existing US 158.
Right-of-way acquisition and construction for each of the three sections will occur independently. Environmental documentation and permitting for the project will consider all sections. Right-of-way and construction of Section A are programmed in the current adopted 2018-2027 STIP for 2020 and 2022. Section B is currently included in the Developmental Program with right-of-way beginning in 2024 and construction in 2026. Section C of the project is currently unfunded.
The purpose of the project is to improve traffic flow and level-of-service (LOS) along US 158. The project will improve existing and anticipated transportation deficiencies associated with the growth of new residential communities in northeast Guilford County and transitioning rural to suburban land uses along the corridor and its vicinity.
For all applicable questions, please provide a detailed explanation of your response in the field
provided.
Check if item
is applicable
1. How many school buses [cross the bridge/pass through the corridor] per day (total # of daily
buses, total # daily of trips)? We have 14 Buses making approximately 34 trips total through this corridor. √
2. Is the corridor used by carpool traffic or pedestrians to access local schools? If yes, please
describe the location and time(s) of day. N/A
3. [Applicable if schools are located in or near the project area] Are there any Safe Routes to
School plans in place at schools in the vicinity of the project? N/A
4. Based on your knowledge of the project area, do you have any concerns with the
condition/capacity of potential detour routes or the location of resources along these routes
with respect to school traffic? The amount of traffic on this corridor will probably cause they most delays if there is a detour but with adequate notice, our school buses could be rerouted to accommodate the changes.
√
5. Are there any future time periods or events that you know of where bridge or road closure or
reduction in number of lanes for construction would be of particular concern? N/A
6. Rate the overall impact on school transportation if the bridge or roadway were closed or at reduced capacity for
up to a year:
No Impact Low Impact √ Moderate Impact High Impact
7. Are road names referenced by the names locals would use? N/A

8. Is there anyone else you feel should be contacted regarding this project (i.e. local officials or
stakeholders)? Curtis Stacey, Asst Director of Transportation or Beatrice Cheely, TIMS Coordinator , both at Guilford County Schools Transportation Department, 131 Franklin Blvd, Greensboro, NC 27401, 336-370-8920
√
9. Are there any other concerns you have regarding the potential impact of this project on school
transportation services or any additional comments? Please be as specific as possible. If we are notified in advance of any road closings we can let our bus drivers know in time to make necessary adjustments.
√

PAGE | D - 1

Appendix D: Mapping from Local Area Plans

Forsyth County……………………………………..………..…………………………….………….…D-2
⪧ East-Northeast Area Plan Update (2016, Winston-Salem – Forsyth County Planning Board):
Existing Land Use Map & Future Land Use Map
⪧ Walkertown Area Plan (2014, Winston-Salem – Forsyth County Planning Board):
Existing Land Use Map & Future Land Use Map
⪧ Northeast Suburban Area Plan (2011, Winston-Salem – Forsyth County Planning Board):
Existing Land Use Map & Future Land Use Map
Guilford County………………………………………………..…………………………….……..……D-8
⪧ Town of Stokesdale Future Land Use Update (2007, Guilford County)

7
27
5
23
1!!!!!11 1111 1111 c-1 CJ
Agriculture Tax Deferred
Voluntary Agriculture District
Large-Lot Residential (over 5 Ac)
Single-Family Residential (0-8 Du/Ac)
Low-Density Attached Residential (0-8 DU/Ac)
Intermediate-Density Residential (8.1-18 DU/Ac)
High-Density Residential (over 18 DU/Ac)
Manufactured Housing Park
Office
Map 3.
Existing Land Use
1111 CJ CJ 1111 1111
CJ _J
�
Commercial
Industrial
Institutional
Park
Commercial Recreation
Utilities
Undeveloped
Closed Road Right-of-Way
2,000 1,000 0 2,000
Feet
Streams
Ponds, Lakes, Rivers
Floodway
Floodplain
12
(See Area Plan for specific recommendations starting page 23.)
r=:J Single-Family Residential (0-8 Du/Ac)
� Low-Density Attached Residential (0-8 DU/Ac) 11111 intermediate-Density Residential (8.1-18 DU/Ac)11111 High-Density Residential (over 18 DU/Ac)CJ Manufactured Housing Development [=i Office 11111 Commercial11111 Mixed-Use Development11111 Office/Low-Intensity Commercial
11111 industrial
� Institutional
[:] Park 11111 Commercial Recreationc::J Utilities
Growth Corridors D Rural Form -Large-Lot Residential D Urban/Suburban Form -Residential c::::J Urban Form -Commercial/Office/MultifamilyD Suburban Form -Commercial/Office/Multifamily
2,000 1,000 0
Feet
[!] Special Land Use Condition Area c:::J Activity Center
11111 Proposed Beltway
Streams
Ponds, Lakes, Rivers
Floodway
[)\\·:·;<·:·] Floodplain
30

PAGE | E - 1

Appendix E: Other Relevant Information

1) Greensboro Urban Area MPO Complete Streets Policy……….……………………….….E-2
2) Winston-Salem Urban Area MPO Complete Streets Policy……..……………………….E-6
3) NC Mountains-to-Sea Trail Segment 5: Atlantic & Yadkin Greenway…….………...E-9
4) Winston-Salem Transit Authority Route 94 Brochure………..…………………………..E-13
5) The SECU Commons Fact Sheet………………………………………..…………….…………….E-15

Planning for the transportation future

L EAD P LANNING AGENCY: C ITY OF G REENSBORO DEPARTMENT OF T RANSPORTATION
P.O. B OX 3136 G REENSBORO, N ORTH C AROLINA 27402-3136 ∙ 336 373-4368 ∙ fax [phone] ∙ www.guampo.org
Complete Streets Policy
1. Policy Objective
Complete Streets roadways are designed, constructed, and maintained to enable all users to safely and comfortably travel along
and across the corridor. “All users” includes pedestrians, bicyclists, wheelchair users, children, the elderly, and transit riders as
well as motorized vehicles. The Greensboro Urban Area Metropolitan Planning Organization establishes a complete streets
policy to reflect its commitment to creating a well balanced multimodal transportation system, improving pedestrian and
bicycle safety, and improving accessibility. This policy is important to realizing the vision statement of the Metropolitan
Transportation Plan Vision:
“To develop and maintain a safe, efficient, and environmentally compatible transportation system that provides
convenient choices for accessing destinations throughout the Greensboro Metropolitan Area and the Triad, including
well-integrated, connected public transportation, pedestrian, and bicycle networks.”
Complete streets bring improved traffic safety and more desirable conditions for walking and bicycling. The benefits are
many, including increased non-motorized trips, increased transit usage, supporting desirable land use patterns including
pedestrian and transit oriented development, improvements to public health, and reduction in harmful air pollutant emissions.
Complete streets result in improved quality of life, support increased property values, and enhance the economy and the
potential for future economic growth.
2. Related Plans and Policies
The MPO and its member jurisdictions have adopted a variety of policies, plans and standards that support Complete Streets
elements. The MPO Complete Streets Policy links and extends these policies, plans, and standards which include but are not
limited to: the voter approved Greensboro Transportation Bonds (2000 and 2008), Greensboro Walkability Policy (2002); City
of Greensboro Sidewalk Ordinances (2003); Bicycle, Pedestrian, and Greenways Master Plan (2006); Greensboro Street
Design Standards Manual (2008); 2030 LRTP, 2035 LRTP, 2035 LRTP Update, and 2040 MTP (2004, 2008, 2012, and 2015,
respectively); Town of Oak Ridge Comprehensive Pedestrian Transportation Plan (2013); Town and County development
ordinances, and the Town of Pleasant Garden Comprehensive Bicycle and Pedestrian Transportation Plan (2015).
3. Applicability
As qualified below, the Complete Streets Policy applies to projects in the MPO area, including the construction,
reconstruction, rehabilitation, repair, maintenance, or planning of roadways, trails, greenways, and other transportation
facilities. This applies to projects with direct MPO involvement (those using federal and state funds) as well as locally funded
projects undertaken by MPO member agencies.
4. Facility Inclusion and Policy Exceptions
Complete Streets elements will be included in street construction, retrofit, and reconstruction projects except where that is not
possible due to law, project scale, or other such factors as described below:
• Pedestrian facilities should be provided on all roadways expect freeways or access controlled facilities where pedestrians
are prohibited. In urban and urbanizing areas sidewalks are recommended; in rural areas they may be paved shoulders.
• On street bicycling is allowed on all roadways except freeways and access controlled facilities. On street bicycle facilities
including bicycle lanes and shared lane markings should be provided where they can be feasibly installed in consideration
of roadway width, traffic, connectivity/bicycling demand, and other factors.

GUAMPO Complete Streets Policy, 11-10-15

• The ability of all roadway users to reasonably and conveniently cross the facility should be a key consideration in roadway
design and construction, including on grade separated freeway and controlled access facility crossings.
• Complete Streets elements may be omitted from projects if the cost of establishing such accommodations is excessively
disproportionate compared to the expected need or possible use. Context including nearby land uses, connectivity to
needed destinations, and current and latent pedestrian demand are key considerations.
• Complete Streets elements should be factored into routine maintenance work. For example, some reconstruction and
resurfacing requires curb ramp installation or replacement and/or sidewalk repair or replacement to remove accessibility
barriers. But complete streets should be a consideration even in routine, small scale work by taking care not to
unnecessarily block or obstruct non-motorized travel paths, and to use appropriate signage and alternative facilities where
warranted.

5. Design Guidance
Efforts must be made to accommodate all users. Facility design and construction should comply with applicable laws and
regulations. Context sensitive design principles should be considered and included where needed. The following design
guidelines or their successors should be consulted: NCDOT guidelines and manuals, including the NCDOT Complete Streets
Planning and Design Guidelines; Manual on Uniform Traffic Control Devices (MUTCD); Americans with Disabilities Act
Accessibility Guidelines (ADAAG); American Association of State Highway and Transportation Officials (AASHTO)
publications; Public Rights-of-Way Accessibility Guidelines (PROWAG); and the Urban Bikeway Design Guide and Urban
Street Design Guide by the National Association of City Transportation Officials (NACTO).
6. Implementation & Next Steps
Although the MPO and its jurisdictions have been hard at work for more than a decade to create transportation networks that
are accessible to all users, much remains to be done. Achieving Complete Streets is by definition an ongoing task, with many
opportunities to learn from successes and failures and thereby improve results over time. To support active implementation
and to enable refinement in approaches and strategies over time the following steps are recommended:
• Establish a standing Bicycle and Pedestrian Committee as outlined in the BiPed Plan Update (2015).
• Implement project and policy recommendations of the BiPed Plan for pedestrian, bicycle, greenways, and trails.
• Continue to review future projects in the Metropolitan Transportation Plan for applicability of this policy and review
designs of facilities to ensure access for all users is provided along and across these facilities.
• The MPO should elevate projects that effectively take into account all roadway users in the project selection and funding
process.
• Individual communities should evaluate and modify this policy for adoption at the local level to ensure consistency
throughout the MPO.
7. Evaluation
Evaluation of outcomes is key to tracking complete streets progress or the lack thereof. The MPO will continue and expand
its data collection and evaluation efforts. The Greensboro Urban Area MPO collects data for the Congestion Management
Program (CMP) and has begun utilizing automated traffic monitoring equipment to count non-motorized travelers. The MPO
has also analyzed safety data from NCDOT on bicycle and pedestrian crashes to identify high-crash locations and other
statistics that can help determine areas where better accommodations are needed for these users. Potential performance
measures for this Complete Streets Policy include: pedestrian, bicyclist, and motorist crash rates; volume counts for vehicles,
bus passengers, bicyclists, and pedestrians; linear feet or miles of new or reconstructed sidewalks; number of new or
reconstructed ADA accessible curb ramps; number of new or repainted crosswalks; number of new pedestrian signals and
their locations; linear feet or miles of on-street bicycle facilities; percentage completion of bicycle and pedestrian networks
identified in the BiPed Plan Update; number of transit stops with shelters; percentage of transit stops accessible via sidewalks
and ADA accessible curb ramps; user satisfaction surveys; increase in mode shares for pedestrians, cyclists, and transit users;
percentage of funds spent on bicycle, pedestrian, and transit facilities; level of service for transit, cyclists, and pedestrians; share
of roads with design speeds in the safe range for pedestrians; and percentage of work completed in local bicycle and pedestrian
plans.
November 10, 2015 Complete Streets Policy Resolution
RESOLUTION ADOPTING A COMPLETE STREETS POLICY FOR THE
GREENSBORO URBAN AREA METROPOLITAN PLANNING ORGANIZATION

A motion was made by TAC Member ___Cheryl McQueary__ and seconded by TAC
Member ____Alan Branson____ for the adoption of the following resolution, and upon
being put to a vote was duly adopted.

WHEREAS, the Greensboro Urban Area MPO is committed to improving transportation safety
and accessibility, connecting residents and neighborhoods with needed destinations, and
promoting healthy and active lifestyles through the provision of multiple transportation choices
including non-motorized transportation options; and

WHEREAS, Complete Streets are designed and constructed to accommodate all users safely
and comfortably, regardless of age or ability; and

WHEREAS, a Complete Streets Policy will help realize the vision of the Metropolitan
Transportation Plan, “to develop and maintain a safe, efficient, and environmentally compatible
transportation system that provides convenient choices for accessing destinations throughout the
Greensboro Metropolitan Area and the Triad, including well-integrated, connected public
transportation, pedestrian, and bicycle networks”; and

WHEREAS, Complete Streets elements will be applied in all street construction, retrofit, and
reconstruction projects except in unusual or extraordinary circumstances; and

WHEREAS, this policy builds upon existing policies, plans, and standards throughout the MPO
area that promote access for all users, including the City of Greensboro Walkability Policy, the
Bicycle, Pedestrian, and Greenway Master Plan (BiPed), the Greensboro Street Design Standards
Manual, the 2040 MTP, the Town of Oak Ridge Comprehensive Pedestrian Transportation Plan,
the Town of Pleasant Garden Comprehensive Bicycle and Pedestrian Transportation Plan; and

WHEREAS, policy applies to all surface transportation projects in the Greensboro Urban Area
MPO, including the new construction, reconstruction, rehabilitation, repair, maintenance, or
planning of roadways, trails, greenways, and other transportation facilities, including those use
federal and state funds as well as locally funded projects; and

WHEREAS, the Greensboro Urban Area MPO will implement this policy through its
involvement in project funding, development, and implementation for complete streets projects,
and by encouraging member governments and the NCDOT to do the same and more in the form
of maintenance, repair, and transportation system management responsibilities;

NOW THEREFORE, be it resolved by the Greensboro Urban Area Transportation Advisory
Committee, to adopt the MPO Complete Streets Policy on this, the 10th day of November, 2015.

RESOLUTION
ADOPTING A COMPLETE STREETS POLICY
FOR THE WINSTON-SALEM URBAN AREA MPO
A motion was made by TAC Member _____________________ and seconded by TAC Member
__________________________ for the adoption of the following resolution, and upon being put
to a vote was duly adopted.
WHEREAS, NCDOT has adopted, and is now implementing, a complete streets policy
at the state level; and
WHEREAS, the Winston-Salem Urban Area MPO endeavors to build a transportation
system that is multimodal and accommodates all roadway users; and
WHEREAS, a complete streets policy adopted at the WSUAMPO level will ensure that
all MPO projects take into account the needs of all roadway users; and
WHEREAS, implementation of a complete streets policy will lay the foundation for
future changes to WSUAMPO practices to encourage the funding, design, and construction of
context-sensitive multimodal transportation corridors.
NOW, THEREFORE, BE IT RESOLVED that the Transportation Advisory
Committee of the Winston-Salem Urban Area Metropolitan Planning Organization adopts a
complete streets policy.
Adopted on this the 21st day of March, 2013.
___________________________________Larry T. Williams, Chairman Transportation Advisory Committee
___________________________________
Margaret C. Bessette, Secretary Transportation Advisory Committee
Winston‐Salem Urban Area MPO Complete Streets Policy 
Vision 
The Winston‐Salem Urban Area MPO and its member communities continue to build livable 
communities in part by building a complete transportation network that serves all users, including 
pedestrians, cyclists, transit vehicles and riders, children, the elderly, people off all abilities, and motor 
vehicle operators. Our transportation network not only affects our ability to get from one place to 
another, it shapes our land uses, economic development, housing choices, air and water quality, health, 
and even our physical fitness. To that end, our community can encourage active transportation options 
by providing the facilities and support necessary to make those modes the easy, safe, and convenient 
choice for all residents. 
Commitment 
The Winston‐Salem Urban Area MPO and its member communities shall scope, plan, design, fund, 
construct, operate, and maintain all MPO streets to provide a comprehensive and integrated network of 
facilities that are safe and convenient for people of all ages and abilities traveling by foot, bicycle, 
automobile, public transportation, and commercial vehicle. 
MPO communities will incorporate these complete streets principles into municipal development plans, 
area plans, transportation plans, unified development ordinances, standards and specifications 
documents, and other plans, manuals, rules, regulations, and programs as appropriate based on the 
land use context, both current and future. These policies will also be applied to all new MPO projects, 
privately funded developments, and incrementally on existing streets through a series of small 
improvements and activities over time, as opportunities and funds allow. 
All sources of transportation funding should be drawn upon to implement complete streets principles 
within the MPO. 
Complete streets principles will be applied in all street construction, retrofit, and reconstruction projects 
except in unusual or extraordinary circumstances as detailed below. Even under the conditions outlined 
below, a project’s impact will be evaluated for the effect it would have on the usefulness of the street 
for all users, now and in the future, and the ability to implement other adopted plans in the future. 
1.Pedestrians and bicyclists are prohibited by law from using the facility. In this case, alternative
facilities and accommodations shall be provided within the same transportation corridor, and
the ability to reasonably and conveniently cross the facility will be part of the facility design and
construction.
2.Where existing right‐of‐way does not allow for the accommodation of all users. In this case
alternatives shall be explored, such as obtaining additional right‐of‐way, use of revised travel
lane configurations, paved shoulders, signage, traffic calming, and education or enforcement to
accommodate pedestrians, cyclists, transit vehicles and riders, and people of all abilities.
3.The cost of establishing walkways or bikeways or other accommodations would be
disproportionate to the need, particularly if alternative facilities are available within a
reasonable walking and/or bicycling distance.
4.Where application of complete streets principles is unnecessary or inappropriate because it
would be contrary to public safety and increase risk of injury or death.
5.The construction is not practically feasible or cost effective because of unreasonable adverse
impacts on the environment or on neighboring land uses, including impact from right‐of‐way
acquisition.
6.Where an agency is performing ordinary public works or utility maintenance activities, including,
but not limited to: water, sewer and storm sewer main repairs; installation of new or removal of
existing water or sewer service lines, installation or repair of fire hydrants, installation or repair
of private utility fixtures.
Implementation & Next Steps 
This complete streets policy represents the first step in the process of creating a fully accessible 
transportation network for all users in the Winston‐Salem Urban Area MPO. The MPO and its member 
communities must take the necessary steps to achieve the complete streets goals stated above. 
1.The MPO Bicycle and Pedestrian Subcommittees are responsible for reviewing transportation
projects and providing recommendations to staff engineers and consultants.
2.The MPO should adjust the funding selection process for all roadway projects to elevate those
projects that take into account all roadway users.
3.Individual communities should evaluate and modify this policy for adoption at the local level to
ensure consistency throughout the MPO.
4.The MPO should create or adapt a set of design guidelines for bicycle, pedestrian, and transit
facilities that member communities can use in the design and construction of projects.

Mountains-to-Sea State Trail Master Plan
Page 12

Figure 4. North Carolina Statewide Map of the Designated and Planning Segments for the MST
Description
From: Belews Lake (Forsyth County)
To: Existing A&Y Greenway northern terminus (Greensboro Watershed Trails)
This segment is the Atlantic & Yadkin Greenway extension from its northern terminus
in Greensboro to the railroad trestle over Belews Lake, owned by Duke Power Company,
near the Forsyth County line.
Planning Strategies
After partnering to conduct a feasibility study on the A&Y extension, the Greensboro
Urban Area MPO, Guilford County and the Towns of Summerfield and Stokesdale are
working together to finalize the alignment and move the trail forward. Further coordina-
tion is needed with potential managers of adjoining segments.
Opportunities
The abandoned A&Y Railroad corridor from Stokesdale north to Belews Lake will ac-
commodate that portion of the trail. Trail partners are actively coordinating to move
forward this segment.
Challenges
The primary challenge is establishing easements across private property and crossing
Belews Lake. Multiple planning corridors in this area makes coordination and efficient
use of resources difficult.
SEGMENT 5: Atlantic and Yadkin Greenway
Segment Details
Constructed Trails: None Constructed
Route Alignment: Atlantic & Yadkin
Railroad, sidewalks, private property
Key Properties: Belews Lake
Approximate Length: 13 miles
Large Landholdings Stream/River Corridors Staff Resources
Public Land Sidewalk/Bicycle Network Federal Property
x Local Planning x Floodplain/Wetlands x Abandoned RR ROW
x Stream/River Crossings x Coordinating Easements x Local Planning
x Detailed Alignment x Urbanized Corridor Federal Property
Major Roadway Crossing x Floodplain/Wetlands
Potential Section Sponsors(s):

Guilford County, Summerfield,
Stokesdale, Forsyth County
Additional Planning Stakeholders:
Greensboro, Duke Energy, Win-
ston-Salem MPO, Greensboro MPO,
Friends of the MST, DPR
Planning Priority
Near-Term Mid-Term Long-Term
Designated Segments within Planned Segment: None

Mountains-to-Sea State Trail Master Plan
Page 43
Table 2. Prioritized Planning Segments
Planning Segment Name Approximate
Length From To
Near-Term Planning Priorities
1 - Cherokee to Balsam Gap 24 mi Great Smoky Mountains National Park Eastern Band of Cherokee Nation Lands
2 - Northeast Wilkes 25 mi Stone Mountain State Park Surry County
5 - Atlantic & Yadkin Greenway 13 mi Belews Lake Greensboro Watershed Trails
7 - Winston-Salem 30 mi Northwest Forsyth County near Bethania Future Piedmont Greenway near Kernersville
border
10 - Haw River Trail 35 mi Alamance County northwest border Orange County
11 - Southwest Orange County 19 mi Alamance County Hillsborough
12 - Eno River 26 mi Hillsborough (Occoneechee Mtn) Falls Lake/Neuse River
14 - Wayne County 39 mi Johnston County Lenoir County
Mid-Term Planning Priorities
3 - Yadkin River (Yadkin/Surry) 34 mi Wilkes County Pilot Mountain State Park
8 - Piedmont Greenway 19 mi Winston-Salem City Limits Greensboro Watershed Trails
13 - Johnston County 52 mi Neuse River Greenway terminus in Clayton Wayne County
15 - Lenoir County 39 mi Wayne County Craven County
17 - Southern Craven County 36 mi Bridge Creek (South of New Bern) Carteret County

Mountains-to-Sea State Trail Master Plan
Page 44
Planning Segment Name Approximate
Length From To
Long-term Planning Priorities
4 - Stokes County 32 mi Hanging Rock State Park Belews Lake
6 - Northwest Forsyth County 14 mi Pilot Mountain State Park Winston-Salem City Limits
9 - Upper Haw River 27 mi Greensboro Watershed Trails Alamance County Haw River Trail
16 - Northern Craven County 31 mi Lenoir County Bridge Creek (South of New Bern)
18 - Carteret/Ocracoke 81 mi Craven County Cedar Island Ferry to the Outer Banks

WSTA BUS FARES (Exact fare only)
Adult Fares
Cash $1.00
Transfers Free
Rolling Monthly Pass $30.00
10-Ride Pass $10.00
Elderly-Disabled & Medicare Card Holders
Cash $ .50
Transfers Free
Rolling Monthly Pass $15.00
10-Ride Pass $ 5.00
Children shorter than the
farebox and
accompanied by an
adult ride free.
* Senior Citizen or Medicare
Card or WSTA
Special Population
Card required as ID for Elderly
and Disabled passengers.
For more information
call 336.727.2000
TTY NC Relay
1.800.735.8262
www.wstransit.com
Atkins High School
Kensington Village Apts
Petree Elementary School
East Forsyth High School
Route 94
Want to know how to reduce your wait time?
Use NextBus! WSTA’s realtime travel software
program allows you to plan and track your trip on
your mobile device, laptop or computer.
Design your trip your way by siging up to receive
text alerts that will let you know when your bus is
headed to your bus stop. Want to know more
about how to use NextBus? Contact us at:
Phone: [phone]
Website: www.wstransit.com

HOLIDAY SERVICE
WSTA is closed
on the following holidays:
New Years Day
Martin Luther King, Jr. Day
Good Friday
Memorial Day
Fourth of July
Labor Day
Thanksgiving Day
Christmas Day
Major bus stops are numbered and listed
on the map.
The bus leaves at each of the times listed
below this symbol.
TIP: The number in the column
matches the same number
location on the map.
All WSTA buses are lift equipped.
All WSTA buses are bicycle rack equipped.
1
1
1 1
MAP Legend
WSTA SERVICE HOURS (vary by route)
Monday : Friday: 5:00 AM to 11:30 PM
Saturday : 6:00 AM to 11:30 PM
Sunday : 7:00 AM to 6:30 PM
WSTA bus stops have changed!
Look for the green bus stop sign with
information on routes you can catch at your
stop, and your stop number. Just in case you
decide to visit NextBus to figure out the time
your bus is arriving, your stop number is on
the bus stop sign.

North
This route provides Saturday service until midnight. This route
does not provide night service Monday through Friday.
This route does not provide service on Sunday
22
21
23
24
Atkins High School Kensington Village AptsEast Forsyth High School
Route 94 Bay B-2
Monday - Friday
3 4
Outbound to East Forsyth High School
Transportation
Center B-2

11
5th Street &
MLK Blvd
22
Old Greensboro Rd
& Mt. Vernon Ave
33
East Forsyth
High School
44
East Forsyth
High School
14
Old Greensboro Rd
& Mt. Vernon Ave
23
5th Street &
MLK Blvd
32
Transportation
Center B-2
41
Inbound to Transportation Center
Saturday
3 4
Outbound to East Forsyth High School
Transportation
Center B-2

11
5th Street &
MLK Blvd
22
Old Greensboro Rd
& Mt. Vernon Ave
33
East Forsyth
High School
44
East Forsyth
High School
14
Old Greensboro Rd
& Mt. Vernon Ave
23
5th Street &
MLK Blvd
32
Transportation
Center B-2
41
Inbound to Transportation Center
Ni
g
h
t

S
e
r
v
i
c
e
Ni
g
h
t

S
e
r
v
i
c
e
A.
M
.
P.M
.
A.
M
.
P.M
.
6:00
7:00
8:00
9:00
10:00
11:00
12:00
1:00
2:00
3:00
4:00
5:00
6:00
6:09
7:09
8:09
9:09
10:09
11:09
12:09
1:09
2:09
3:09
4:09
5:09
6:09
6:25
7:25
8:25
9:25
10:25
11:25
12:25
1:25
2:25
3:25
4:25
5:25
6:25
5:33
6:33
7:33
8:33
9:33
10:33
11:33
12:33
1:33
2:33
3:33
4:33
5:33
5:41
6:41
7:41
8:41
9:41
10:41
11:41
12:41
1:41
2:41
3:41
4:41
5:41
6:00
7:00
8:00
9:00
10:00
11:00
12:00
1:00
2:00
3:00
4:00
5:00
6:00
5:25
6:25
7:25
8:25
9:25
10:25
11:25
12:25
1:25
2:25
3:25
4:25
5:25
6:25
6:17
7:17
8:17
9:17
10:17
11:17
12:17
1:17
2:17
3:17
4:17
5:17
6:17
A.
M
.
P.M
.
A.
M
.
P.M
.
8:00
9:00
10:00
11:00
12:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
8:09
9:09
10:09
11:09
12:09
1:09
2:09
3:09
4:09
5:09
6:09
7:09
8:09
9:09
10:09
11:09
8:25
9:25
10:25
11:25
12:25
1:25
2:25
3:25
4:25
5:25
6:25
7:25
8:25
9:25
10:25
11:25
7:33
8:33
9:33
10:33
11:33
12:33
1:33
2:33
3:33
4:33
5:33
6:33
7:33
8:33
9:33
10:33
11:33Ni
g
h
t

S
e
r
v
i
c
e
Ni
g
h
t

S
e
r
v
i
c
e
8:17
9:17
10:17
11:17
12:17
1:17
2:17
3:17
4:17
5:17
6:17
7:17
8:17
9:17
10:17
11:17
7:25
8:25
9:25
10:25
11:25
12:25
1:25
2:25
3:25
4:25
5:25
6:25
7:25
8:25
9:25
10:25
11:25
7:41
8:41
9:41
10:41
11:41
12:41
1:41
2:41
3:41
4:41
5:41
6:41
7:41
8:41
9:41
10:41
11:41
8:00
9:00
10:00
11:00
12:00
1:00
2:00
3:00
4:00
5:00
6:00
7:00
8:00
9:00
10:00
11:00
Travels To TC Bay B-2
To TC Bay B-2
Print date: January 2017

A
 project
 of
 the
 North
 Carolina
 Housing
 Foundation
 (NCHF).

 thesecucommons.org

The
 SECU
 Commons
 Fact
 Sheet

What
 is
 the
 purpose
 of
 The
 SECU
 Commons?

The
 SECU
 Commons
 proposes
 a
 new
 model
 for
 offering
 vulnerable
 populations
 the
 basic
 needs
 for:
 1)
 daily
 living;

2)
 guidance
 toward
 healthy,
 productive
 lives;
 and
 3)
 tools
 for
 self-­‐sufficient
 futures.
 The
 SECU
 Commons
 will
 employ

a
 strategy
 of
 offering
 education
 and
 supportive
 housing
 to
 help
 people
 achieve:

¥ Permanent
 housing

¥ Employment
 or
 financial
 self-­‐sufficiency

¥ Becoming
 a
 net
 CONTRIBUTOR
 to
 community
 services
 rather
 than
 a
 net
 CONSUMER
 of
 community
 services

Who
 will
 The
 SECU
 Commons
 serve?

Three
 populations
 in
 Forsyth
 County
 have
 been
 identified
 as
 being
 at
 high
 risk
 of
 becoming
 homeless:

¥ Homeless
 families
 with
 minor
 children
 (Winston-­‐Salem/Forsyth
 County
 has
 over
 160
 families
 annually)

¥ Youth
 aging
 out
 of
 foster
 care
 (approximately
 15
 young
 adults
 in
 Winston-­‐Salem/Forsyth
 County
 annually)

¥ Self-­‐sufficient
 autistic
 young
 adults,
 which
 studies
 indicate
 that
 almost
 60%
 have
 never
 held
 a
 job
 two
 years
 after
 high

school
 (500
 adolescents
 and
 young
 adults,
 ages
 15-­‐24,
 in
 Winston-­‐Salem/Forsyth
 County
 have
 ASD
 challenges)

Many
 are
 eligible
 for
 short-­‐term
 assistance,
 but
 there
 is
 no
 continuity
 from
 immediate
 “emergency”
 help
 to
 longer-­‐term

residence
 and
 life/employment
 training.
 The
 SECU
 Commons
 will
 fill
 a
 void
 by
 helping
 transition
 people
 in
 these
 three

populations
 into
 permanent
 housing
 and
 self-­‐sufficiency.

Where
 is
 The
 SECU
 Commons
 located?

The
 SECU
 Commons
 is
 located
 at
 2351
 Felicity
 Circle,
 Winston-­‐Salem,
 NC
 27101.
 This
 16-­‐acre
 campus
 off
 Old
 Greensboro

Road
 is
 five
 minutes
 from
 downtown,
 accessed
 via
 Business
 40,
 and
 served
 by
 existing
 bus
 routes.
 Four
 acres
 of
 the
 site
 are

developed
 with
 41,000
 sq.
 ft.
 of
 existing
 space,
 including
 the
 following:

¥ 13
 2-­‐bedroom
 condominiums
 (1,200
 sq.
 ft.
 each)

¥ 1
 1-­‐bedroom
 condominium
 (900
 sq.
 ft.)

¥ 1
 4-­‐bedroom
 condominium
 (2,400
 sq.
 ft.)

¥ A
 multi-­‐purpose
 building
 with
 20
 bedrooms
 with
 private

bathrooms

¥ 2
 multi-­‐bedroom
 stand
 alone
 houses

¥ A
 conference
 center
 with
 training
 rooms
 (4,800
 sq.
 ft.)

¥ A
 medical
 building
 with
 9
 private
 offices

¥ An
 office
 building
 with
 10
 offices

¥ A
 commercial
 kitchen

¥ An
 occupational
 training
 workshop
 (1,800
 sq.
 ft.)

¥ Gardens
 and
 walking
 trails

How
 will
 The
 SECU
 Commons
 work?

Property
 Operations
 –
 The
 NCHF
 will
 own,
 manage
 and
 maintain
 the
 campus.

Resident
 Recruitment
 –
 Referral
 agencies
 will
 pre-­‐quality
 residents.
 NCHF’s
 on-­‐site
 management
 team
 will
 meet
 with

potential
 residents
 to:

¥ Identify
 services
 they
 qualify
 to
 receive

¥ Investigate
 additional
 help
 they
 may
 need

¥ Assist
 candidates
 in
 completing
 paperwork
 necessary
 to
 qualify
 for
 benefits

¥ Prepare
 candidates
 for
 agency
 interviews
 to
 request
 benefits/services

A
 project
 of
 the
 North
 Carolina
 Housing
 Foundation
 (NCHF).

 thesecucommons.org

Once
 invited
 to
 live
 at
 The
 SECU
 Commons,
 NCHF
 on-­‐site
 team
 will
 ensure
 each
 resident:

¥ Fulfills
 supportive
 housing
 requirements

¥ Attends
 executive
 function
 skill
 classes

¥ Utilizes
 credit
 counseling
 services

¥ Formulates
 initial
 education/career
 plans

Programs
 and
 Services
 –
 A
 coalition
 of
 partner
 agencies
 –
 Goodwill,
 Youth
 In
 Transition,
 iCan
 House
 and
 the
 United
 Way
 –

is
 planning
 and
 will
 deliver
 programming.
 Drawing
 on
 its
 long
 history
 of
 training
 success,
 Goodwill
 will
 provide
 programming

leadership
 and
 coordinate
 services
 and
 programs
 provided
 by
 all
 participating
 non-­‐profit
 organizations.

How
 will
 The
 SECU
 Commons
 be
 sustained
 financially?

Several
 key
 elements
 provide
 the
 structure
 by
 which
 The
 SECU
 Commons
 will
 remain
 financially
 self-­‐sustaining.

¥ Property
 and
 facilities
 owned
 debt-­‐free
 –
 Due
 to
 the
 success
 of
 its
 capital
 campaign
 The
 SECU
 Commons
 campus
 will
 be

owned
 by
 the
 NCHF
 with
 no
 debt.

¥ Residential
 rent
 –
 Residents
 of
 The
 SECU
 Commons
 will
 pay
 modest
 rent,
 which
 will
 vary
 based
 on
 circumstances
 and
 the

residence
 they
 occupy.

¥ Resident
 business
 revenue
 –
 As
 part
 of
 their
 workforce
 training
 and
 preparation,
 various
 small
 businesses
 that
 leverage

campus
 resources
 –
 commercial
 kitchen,
 workshop
 facilities,
 etc.
 –
 are
 planned.
 Revenue
 generated
 will
 revert
 to
 The

SECU
 Commons.

¥ Fundraising
 –
 An
 on-­‐going
 development
 effort,
 managed
 by
 The
 SECU
 Commons
 and
 the
 NCHF
 will
 occur
 to
 ensure

appropriate
 funding
 is
 maintained
 for
 program
 success.

WestB ele w sCreek
Belews
Creek
LickCreek
MillCreek
Kernersville L a k e
Moore sCreek
B
rush
Creek Brush C re e k
Oak RidgeWalkertown
WinstonSalem
Su mm erfield
Stokesdale
Kernersville
£¤158
£¤311
£¤158
£¤311
£¤220
rÉ150
rÉ150
rÉ65
rÉ68
rÉ68
rÉ68
rÉ66
rÉ68
rÉ65
rÉ65
rÉ68
§¨¦40
REIDS
V
I
L
L
E

R
D

U
S
-
1
5
8
SCO G GINS RDSR-2 0 2 4
U
S

2
2
0

U
S
-
2
2
0
SOUTH

M
A
I
N

S
T

S
R
-
4
3
1
5
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
5
HAPP
Y
H
I
L
L
R
D
S
R
-
2
0
3
2
B
E
E
S
O
N
RD
SR-1858
NC 65 NC-65
S T A F F O R D M IL L R D S R -2 1 3 2
OA K R I D G E R D N C -1 5 0
S
T
I
G
A
L
L
R
D
SR-2018
PINE H A L L R D S R -1 9 7 7
H A W R I D G E R D SR-2 2 9 2
C
R
O
S
S
C
REEK
R
D
S
R
-
2
0
0
1
SALEMCHA
P
EL
RDSR-1954WALNUT
COVERDUS-311
BAUXMOU
N
T
A
I
N

R
D
SR-2
211
NC 6 5 N C -6 5
C OU NT Y L I N E R D S R -2 0 0 9
DORSETT DOWNS
D
R
S
R
-
4
8
7
9
FO XFIRE R D SR-2161
AN
THONY
R
D
S
R
-
2
0
3
4
W
HARRE L L R D S R -2 0 2 9
OLD
HO
L
L
O
W
R
D
N
C
-
6
6
WARNER R D S R -2 0 3 3
SULLIVANTOWN R DSR-1992
VA
N
H
O
Y
R
D
S
R-
2
0
8
8
D
A
R
R
O
W
R
D
SR
-2385
BELE W SCREEKRDS
R
-
1
965
B
I
L
L
E
T
R
D
S
R-2025
R O S E D A L E DR SR-
4
44
3
WEST RD S R-24
1
3
B A R T O N S HIR E D R S R -4 8 3 1
U S H I G H W A Y 1 5 8 U S-1 5 8
H A W RIVER R D S R -2 0 2 8
N
C
H
I
G
H
W
A
Y
6
8
N
N
C
-
6
8
NC

H
IGHWAY

6
8
N
NC-
6
8
PI
NEY
GROVERDSR-1969
EDG
E
F
I
E
L
D

R
D

S
R
-
2
0
1
1
ELLISO N R D S R -2 1 0 7
B U N C H R D S R-21 2 8
SR-239
8
FOX
B
U
R
Y

D
R

S
R
-
3
9
1
4
E
L
L
I
S
B
O
R
O
R
D
S
R
-
2
0
4
6
G
O
L
D
EN
ACRE
S
R
D
S
R-2495
REIDSVILLERD
US-158
C
U
D
E
R
D
S
R
-
2
0
1
6
TALPHIN DRSR-2555
ALCO
R
N
R
D
S
R
-
2
2
6
9
ELKTON
DR
SR-5010
DIPPE
N
R
D
S
R
-
2
2
1
9
LE A B O U R N E R D SR-2 0 16
NORTH MAIN ST N C-1 5 0
C
H
A
R
L
E
S

P
L
A
C
E

D
R

S
R
-
4
4
8
2
EV
E
R
S
F
I
E
L
D

R
D

S
R
-
2
1
0
9
CLOVER TL
S
R
-
2
5
4
9
G
R
U
B
BSR
D
S
R-1979
L
A
R
K
H
I
L
L
D
R
S
R-4458
V A N C O U VER CT S R -4 4 2 1
OLD
COACH
R
D
S
R-2181
SR
-
5
0
4
6
DUBACH
R
D
S
R-
2
11
4
W
I
L
S
O
N
F
A
R
M
R
D
S
R
-4861
NC
HIGHWAY
68
N
NC
-6
8
LAKE
W
OUSSICKET R D S R -1 9 4 0
V A N C E RD

S
R -2 0 1 4
U
S
-
2
2
0
NC
HIGHWAY
68
N
N
C
-
6
8
WRANGLER DR S R -2 5 5 2
U
S
H
I
G
H
W
A
Y
2
2
0
N
U
S
-
2
2
0
COLD
W
ATER
RD
SR-20
3
8
OAKCREEK
D
RSR-4847
QUAILCREEK D R S R-44 2 6
F O G L E M A N R D SR-2129
LINVILLE
R
D
SR-2022
SR-2377
DENNISR D S R -1 943
ABINGTON DRSR-44 27
B E N EFI
T
C
H
URCH R D S R-1970
F
U
L
P
R
D
SR-2027
SR-2390
GOODWILLCH
U
R
C
HRDSR-1971B
R
I
N
K
L
E
Y
R
D
S
R
-
1
9
7
5
S
O
U
T
H
A
R
D
R
D
S
R
-
2
10
3
SR-2825
KERNERSVILLE
RD
SR-1962
CURRIETONDRSR-4811
B
A
G
L
E
Y
DRS R -25 8 3
MORITZDR
SR-2239
M
O
RRIS
R
D
S
R
-
2
407
ATHENS RDSR-210 1
WINDSWEPTD
R
S
R
-
1
0
0
6
GERRYDR SR-2825 JOSEPHM B R Y A N B L V D S R -2085
BOBBY LN SR-2069
FREEMA
N
R
D
SR-2140
SELLR
D
S
R
-
2
3
9
3
CAINDALE DR SR-2138
C R E W S L NSR-2092
INALN S R -2 5 6 7
H E N S O N FORES
T
D
R
SR-5017
C
A
M
P
BETTY
HAS
TI
N
G
S
R
D
S
R
-
1
9
3
8
DE
B
R
A

L
N

S
R
-
2
1
3
3
SR-210
4
LESTER RD SR-20 4 8
BENTLEY RD SR-4181
B A LLA R D R D SR-2010
W
H
I
T
A
K
E
R
D
R
S
R
-
2113
BA
R
B
E
R
A

D
R

S
R
-
4
6
1
2
WARRENRD SR-2019
TUCKER
R
D
S
R
-
1
9
5
5
EFFIEHAMS
T
S
R
-
4
4
4
8
P
E
P
P
E
R
R
D
S
R
-2026
W
I
N
D
SORFAR M ERD
SR-3
98
4
TYNER
R
DSR-2008
AS
HEBYDRSR-4511
DAVIS
RDSR-2216
B
A
Y
R
O
N
DRS R -4 4 5 2
BALLARD
F
A
R
MRDS
R
-
4
6
2
3
R U M B LEY
RD
SR-2389
PINEK
N
O
L
L
S
RDSR-2 165
C LIFF W OOD DR SR-2114
FE NCEDR SR-3840
BIENVEN U E DRSR-4841
BROOKBANKRD SR-212 7
PATEDRSR-2066
G O O D W I LL CHURCHRDSR-202
7
O
LD
O
AKRIDGE
R
D
S
R
-
2
137
HAW
ME
ADOW
S
DR
SR
-4616
GLEN CROSS
D
R

S
R
-
2
1
0
8
SR
-
2
0
9
0
LI
S
A

D
R

S
R
-
2
0
2
3
CRAIG
RD
S
R
-
1958
C
H
A
L
E
T
DR
S
R
-
4
4
6
0
MTCAR
M
E
L
R
D
SR-2040
PRE
S
T
O
N
R
D
S
R
-1973
SUMME
R
F
I
E
L
D
R
D
S
R
-
2
1
1
7
IV
Y

L
N

S
R
-
2
2
8
0
MCGE
E
R
D
S
R
-
2
2
2
3
O
AK
LEVEL
C
H
U
R
CHRD
S
R
-
2
04
5
D
E
N
N
I
S
R
D
SR-1948
DEERPATH
C
T
S
R
-
4
6
0
2
OLD FLATROCK R D S R-2 0 1 1
SR-2104
SR-420
8
RIDGELINE
D
R
S
R
-
4
6
3
7
HAPCT
S
R
-
4
4
3
8
S N O W HI L L D R SR-4894
IVES DR SR-5
0
2
7
E HARRELLRD

S
R-2111
D
E
B
O
E
R
D
S
R
-
2
1
1
5
W I L D F ERN
D
R
SR-4418
BULLRDSR-200
8
DEER PAT H L N SR-4465
SR
-
1
9
6
8
S
T
A
N
L
E
Y
H
U
F
F
R
D
S
R-2134
RI
B
I
E
R

D
R

S
R
-
4
6
4
6
SR
-
2
0
3
8
LE
E
S

R
I
D
G
E

R
D

S
R
-
4
4
4
1
F U L T O N L N S R -1 9 7 2
M
IL
L
S
T
A
F
F
D
R
SR-4035
B
&

G

C
T

S
R
-
5
1
0
9
K I D D RD S R -2 004
C H A R T W E L L DRSR-5006
N E W HA V E NDR
SR-5107
MIBECK RD SR-4425
GAULDINRD
SR-1974
LARGO DR S R -2 5 7 6
MA B E RDSR-1950
DEANRD
S
R-2022 H
U
N
TING C O G R D S R -2 0 9 3
PINE
HALLRD
SR-
1
9
5
6
P
L
A
N
TATI
O
N
RD
SR-2222
T A L L E Y RD S R -1 939
CRIMRDSR -1996
P
E
A
R
MAN
Q
U
A
R
R
Y
R D SR-
2035
M U R P H Y R D SR-2300
S T E E L E RD SR -1 9 5 1
PEG
R
A
M
RD
SR
-
1
9
5
7
MARS
H
A
L
L
S
MITH
RD
S
R
-
1
8
4
3
C O L G ATE R D SR-2039
RAIL FE
N
C
E
RDSR-20
0
9
O AKVIEW
D
R
S
R-2
1
1
0
S
ALEMCHAPE
L
R
DSR-1952
W
E
S
T
RDSR-1954
O L D G REENSB O R O RD
Q U IE T P L
GRANBYST
HAW V
I
E
W

C
T
N E W G R E E N S B O R O R D
HARRI
E
T

C
T
D
O
B
S
O
N
S
T
RED F O
X
D
R
EL
K
T
O
N

D
R
TAM
AR
O
N
DR
I N M A N R D
BR
O
O
K

W
Y
MEN
F
R
O

P
L
WI
N
N
A
B
O
W

R
D
ESHER
DR
LIN
VIL
L
E
RD
OAK
HURST
S
T
BEXH
I
L
L

D
R
OAKRIDGE
DR
JULIAN PONDLN S T ARBO
A
R
DDR
RICKARDD
R
SP
R
I
N
G

S
T
NORTHAMPTONDR
D
E
A
M
O
N

C
T
ANTLER

T
L
EV
E
R
S
O
N

R
D
HIG
H
L
A
N
D

G
R
O
V
E

D
R
C
L
A
Y
F
L
Y
N
T
R
D
CRIM RD
TIMB
E
R
R
IDGE
RD
SMOKERISE LN
L
A
M
A
R

R
D
PA
C
K

D
R
P
O
PLAR GR O VET
REASTVIEW ST
SAHABI RD
B
I
E
N
A
R
D
DR
RIVER H I L L SDR
SUFFIELD RD
M U I R F IE L D D R
LILAC DR
H A R L E Y D R
O A K M O NT C T
KIMBALLLN
BR
I
T
T
A
N
S

D
R
FIREPLAC
E

C
T
LIND S A Y S T
FINTRY
D
R
MORNING
R
I
D
G
E
L
N
OAKLEY CT
C
REEKVIEW D R
SNIDER ST
AD
A
M
SST
S
T
O
V
A
L
L

D
R
DREXDALE DR
BRA N CHW
O
O
D
D
R
UNITY LN
G
R
O
V
E
P
ARK D R
MA
T
T

R
D
HENRICO DR
DREXE
L

S
T
AMY LN
G
R
E
E
N

S
T
P
I
N
E
C
O
V
E
R
D
FOREST VALLEY D R
BOSTST
DEER
H
I
L
L
C
R
OBRIANTPL
PEGG FARM LN
MCRAE

R
D
ED
G
E
H
I
L
L

C
T
BETHEL D
R
IR
A

D
R
CHRIS DR
KNOLL RIDGE DR
HIGH VIEWRD
M
A
S
T
E
R

D
R
BEV WAY
WINDINGHILL
DR
KENTLAND
R
I
D
GE
H O R S E F A R M R D
CO N NIETL
BENL
N
TA
L
L
E
Y

R
D
B R O ADL
E
A
F
RD
CHURCH ST
ER
K
K
I

L
N
SE
L
F

R
D
GE
O
R
G
E

P
L
A
C
E

D
R
V
A
N
AL
LEN
CIR
H U F FFARMRD
BR
I
NKLEYPARKD R
SANCARLOS RD
DO
E

R
U
N

D
R
KENSAL G REE
N
DR
F
U
L
P
F
A
R
M
RD
O
LD
W
O
O
D
L
N
TAM
RA
L
N
FAL
K
I
R
K

D
R
C
H
AFTAI
N
P
L
PL
A
T
A

D
R
BELDE
N

R
D
PATRICE DR
P
L
U
N
K
E
T
T

R
D
DILLON ST
FAWN TRAIL DR
HARMON RIDG
E
L
N
LINVILL
E

C
T
AQ
U
A
V
I
E
W

D
R
KEN
T
O
N

D
R
PA
U
L
I
N
E

L
N
PARRISH
R
D
CRYS
T
AL
LAKEDR
NOLICHUCKY
DR
C
A
M
D
E
N
R
IDGE
DR
QU
A
L
I
T
Y

D
R
CL
A
X
T
O
N

D
R
KEM
P

R
D
ROCK
F
O
RD RD
K
O
R
E
M
DR
W
A
L
T
E
R
C
O
M
B
S
R
D
P
I
S
G
A
H

C
R
T
A
N
Y
A
R
D

C
T
APPLE GR O V E RD
DEPOT ST
M
O
AT
D
R
CHERRYHILL D R
G
R
A
L
I
N
ST
NEA
L

T
R
A
I
L

D
R
CH
A
L
E
T

D
R
TAUNTON D R
CAPR
I

D
R
P
E
G
G

A
V
C
L
A
R
K
Y

R
D
O
A
KB R A NCH
LN
SM
I
T
H

A
C
R
E
S

L
N
BI
G

W
O
O
D
S

R
D
F
U
L
P

R
D
CHAL
M
E
R
S

C
T
CHES LN
OL
A

L
N
GA
U
N
T
L
E
T

D
R
PO
N
D
S

C
T
CLA
I
R
E
S
E

D
R
S
E
L
L

R
D
TWI
NLA K E DR
STALE
Y

R
D
B
R
IGHAM
RD
S
H
I
E
L
D
S

D
R
BRAELAN
D
S
DR
IRON WO
O
DCIR
AUTUMNH
A
RVEST
DR
SATTLEWOODDR
CENTER

S
T
EN
D
R
I
C
K

C
T
PI
K
E

P
L
A
C
E

C
T
KI
T
T
E
R
I
N
G

L
N
HOM
ESTE
A
D
FA
R
M
R
D
WALKER RIDGE
D
R
SAMUEL LN
S
I
R

I
S
A
A
C

C
T
MASHOE
S

C
T
G
O
L
D

C
T
E
A
STS
HORE C R
DA
N
L
I
A

R
D
CREEK RN
CHADDING DR
KINGS
TLAKEDR
KENMONT RD
S T A N L E Y CT B
A
K
E
R
S
F
I
E
L
D
D
R
WHISPERIN G B R O O K R D
PIN E V I E W D R
SP
I
C
E
R

L
N
KENVIL
L
E G RE E N C R
ELIZABETH DR
CR
E
E
K

B
E
D

R
D
BLU FF S C H O O L RD
BRY N W O O D D R
CALICO DR
ASBURY

D
R
TR
A
C
K

R
D
EL

T
O
R
O

D
R
DAY BREAK
DR
BOX
WOOD DR
WINDLESTR
AWL
N
VA N HOY
R
D
STABLE H I L L T L
POINTOAKDR
FO
R
T
A
N
A

C
T
MC
A
L
L
E
N

D
R
WILLOW
BENDDR
CARDINAL RID
G
E
D
R
P TI DR
BA
R

C
T
R
I
D
GEFA
L
L
RD
LOWERGATE
LN
W O O DFIELD
DR
TALLTREE DR
PA
W
N
E
E

S
T
PRAT
T

R
D
SAG
A
M
OREDR
S
A
V
A
N
N
A
H

C
T
G
E
R
R
Y

D
R
V A N D Y K E S T
H
I
L
L
C
R
OFTLN
CAPTIVA DR
BRIGADE T
R
AYER
S

B
V
BROOK

C
T
ASHGROVEDR
M
I
L
L
R
U
N

R
D
V I L LA D R
BA
R
D
E
N

D
R
A
M
S
T
O
N

R
D
C
ROY
DEN
D
R
P
E
P
P
E
RRD
R E G ENTSP A RK RD
MARIETTA DR
PO
P
P
Y

S
E
E
D

D
R
M I L L SP
RING
PL
J
A
S
M
I
N

C
T
JEKETER
DR
FO
R
E
S T D R
CAL
A
B
E

S
T
R U X T O NDR
K E N W O OD

C
T
BE
A
C
O
N

P
A
R
K

L
N
HIDDEN HILLS DR
F
O
REST
L
A
K
E
C
R
SA L E M RD
B
A
Y

H
I
L
L

C
T
LU
T
O
N

R
D
MUSCADINELN
P
I
T
T
S

S
T
HEN
S
O
N
F OREST
DR
LE
A
R
Y

C
T
CELESTER
D
WE
S
L
O

D
R
KRISTI LN
BEESONDAIRYRD
IR
E
N
E

L
N
RO C KLANEDR
AVALEE
ST
GILROCK CT
LISA
RUN
D
R
BENTC
R
EEK
TL
EFFIE LN
SHADY HILL CTWOODBINES
T
RANGE C RESTRD
HU
B
B
A
R
D

R
D
B
A
S
S

S
T
EATON RD
M O O R ESMILL
RD
S I T K A RD
ADA
NO
RD
CA
I
S
O
N

D
R
HUFF CR
MERRICK CT
AL
L
E
N

D
R
PO
O
L

A
C
C
E
S
S
M
C
K
I
N
N
E
Y

C
T
F I E L D S TREAM
DR
JONES
RD
KILIAN DR
WEST WAY
L
N
COPE LN
BAYWO
O
D

D
R
BIRKDALE
DR
LE
E

S
T
SP
R
I
N
G
D
A
L
E

P
L
W
O
O
D
L
A
N
D

T
L
FOX HOUND DR
O A K H I L LS DR
H
A
R
V
E
S
T
D
R
OLDFOR G E L N
ECHOLS CR
HASSELL
A
C
T
CH
A
R
I
T
A

L
N
M E R R I LULN
JULI
N
ADR
THO M A S R D
CO
U
N
T
R
Y

C
O
V
E

L
N
L
E
N
A
-
N
O
R
A

L
N
P
I
N
E
FORE
ST
DR
BAMBI LN
HA
D
L
E
I
G
H

C
T
DEBOER D
FLY
N
N

F
A
R
M

R
D
LA
K
E
P
O
I
N
T
L
N
STUNSTA
L
L
R
D
P
O
R
T
I
A

L
N
WYAT T D R
GA
R
D
E
N

S
T
WILLISTON CT
K
O
ALA
DR
VE
N
A
B
L
E

D
R
HI
G
H
F
I
E
L
D

A
L
PEDDYCO
R
D
PA
R
K
D
R
PO
S
T

O
A
K

R
D
L
A

C
R
E
S
T

C
T
A
M
ARILL
O
L
N
WAGONERMILLRD
RI
V
E
R

F
A
R
M

D
R
R A C H ELST
JER
R
Y

L
N
ALLYSON KAY DR
WINDLEG
R
A
Y
L
N
CIR
C
L
E

M

D
R
HY
A
T
T

D
R
BREVARD ST
AN
GELDR
TULANE DR
KE
L
LY
FORDRD
PAYTON LN
W O RLDWIDE
DR
MA
R
TIN
ST
HAMMER RD
COMET LN
PARHA
M
RD
INTE RL AKE N D R
CHARTR
E
S
S
R
D
SUS A N N A DR
IDOL FARMRD
MC
K
N
I
G
H
T

R
D
EXCALIBERDR
MA N N A D R
FA
I
R
I
D
G
E

D
R
B
IG

M
ILL
FARM
RD
MOUNCE RD
MCGUIRE R D
W
E
B
S
T
E
R

S
T
NEW D
E
L
H
I

D
R
SH
A
F
T
E
S
B
U
R
Y

L
N
TINA LN
M I L L S P R I N G L N
M
O
R
R
I
S

S
T
AF
TO
N
PARK
DR
GREY F
O
X

R
D
HE
R
R
Y

S
T
C
O
L
G
A
T
E

R
D
BEAVER
L A K E T L
PO
N
D
A
R
O
S
A

D
R
N
O
T
E
E
S

L
N
B
E
C
K
E
N
H
A
MWAY
WILSON
D
A
I
R
Y
R
D
WOOD
M
ERE
DR
INGRAM
C
T
HI-PO
CKETLN
AGAT
H
A

D
R
AI
R
P
O
RTC E N T E R DR
STONEY VIEW C
T
BANNIN
G
R
D
WR
I
G
H
T

R
D
B
E
N

J
O
Y
C
E

R
D
FULTO
N

L
N
RYMACK DR
ALTAVISTADR
G R E Y C E D A R L N
TE D JO HNSONPKWY
BULL
RD
KHAKIP L
LOYOLA
D
R
R O C K Y L N
IDA
LEE
LN
GRAVELY DR
C H AM B ERS D R
ARTIS BO
L
E
N
L
N
M I L E S A V
STANLEYAV
TANYA LN
DE
E
R
V
I
E
W

C
T
C L I F T O N FARM
DR
BRANDI LN
BELEWS RUN RD
FALLWOOD RD
GOODE RD
BRANDYTRAC
E
LN
SHOELI
N
E

R
D
INEZ
C
T
L
A
Z
Y
C
R
E
E
K
L
N
M
A
R
L
O
W
R
D
L A R C H W O O D D R
FOX TRAIL DR
BULLARDFA R M R D
HEDRICKDR
D A V I S RD
HA R B O R VIEW LN
C
A
RTER FAR
M
R
D
COOK FARM RD
MINA CRE W S L N
DUNLA
P

A
V
C
A
R
S
O
N
DR
C R E S T L A N D DR
T
R
O
T
T
E
R

L
N
FRANKLIN
F
A
R
M
R
D
GUTHRIE CT
PARRY
V
I
E
W

L
N
NAUTIC
AL
POINT D R
A R M O U R R D
BIRCH LN
TWIN TREESTL
SC H U Y L E R L N
CORDAYD R
C
L
U
B
B

R
D
CORYL
A
N
D
DR
TRE
N
T

S
T
A
R
P
E
A
C
E

L
N
JEREMIAH TL
FIELDINGDR
CORJON RD
AMERSH
A
M
C
T
W ILDLIFE
DR
COMBSR D
W IL S O NDAVIS
DR
NA
N
D
I
N
A

L
N
FOX HAVEN LN
MICHAEL ST
ROBERT WEST RD
G
L
E
N
N

S
T
COLLEGELAKES D R
MGT
R
MAB E H I L L RD
FROG
PONDLN
ROSWELLDR
PH
I
L
I
P

R
D
C
O
L
TRD
RAB
B
I
T

R
U
N

L
N
GROVE DR
G L O R Y R D
B
E
L
E
W
S
F
O
RK
TL RUMBLEY
R
D
E
X
T
PUR GASON LN
W
SANDYLEARD
STO
N
E
BU R G C T
SO
U
T
H
E
R
N
S
T
CASTLEBROOKDR
VENABLEFARM RD
SAPP
ACRESLN
NO
N
A
M
E

1
2

R
D
ATCHISON RD
JANDY LN
OLD WI N S T O N R D
MARYLEBONEDR
BELLAIRE
CR
NEWST
TY
S
O
R

R
D
EATONSPR I N G S R D
BENN
E
T
T

F
A
R
M

R
D
VP DR
CEDAR MEADOWSLN
SANGOR
D
R
CLIFTON WOOD DR
AL
I
C
E

S
T
M
I
S
T
Y
H
O
L
LOW
LN
KERNER
KNOLLS
DR
J
A
HRD
QU
A
W
A
T
H
A

D
R
ERICR D
REN
N

R
D
S
H
E
E
T
S
T
L
A
S
H
E
B
Y
W
O
ODS
RD
D A N A Y D R
T
A
YL
O
R
W
O
O
D
R
D
A T K I N SLAKELN
B
A
R
R
O
W
R
D
C
A
R
GOR D
LAUR
E
L
HILL
LN
STOKESDALEAV
SHERBOW RD
FULPSP
O
N
D
R
D
G
RI
G
G
F
A
R
M

R
D
BLUFFS CHO
O
L
R
D
B U S I N E S S PA
R
K
D
R
M ERCH A N TSLAKERD
MORRIS
M
E
A
D
O
W

L
N
LEE
HAVE
NLN
TAVE
BEESO
N
R
D
D I L L ONST
PARNELL RIDGE D R
BOYER
FARM R D
F
L
A
T
R
O
C
K

R
D
B A R R YKNOLLSRD
L A W S ON A C R E S D R
DE
WB
E
R
R
Y
FARM
LN
RIDGE HAVEN RD
BUSCH
LN
W
I
L
L
O
W
C
R
E
E
K
R
D
S
A
L
E
M
C
HAPELCT
E
L
L
I
O
T
RD
L
I
S
A
LN
G
O
O
D
E
F
A
R
M
R
D
COUN
T
RYSIDE
APTS
BERNICE D R
POINDEXTER ST
C
O
N
E
S
T
O
GA
TL
W
A
L
LS
L
AKE RD
FIELDCREEKFARMSRD
FAGGFARM R D
HOLT PARRISH LN
LOUELLA
L
N
SOLOMO
N
L
N
PE ONY
DR
BEAV
E
R

H
I
L
L

L
N
LAKEVIEW
DR
L
O
N
G
V
A
L
LEY
R
D
CRANFILL F A R M R D
A R B O R H ILL R D
MANORWOODDR
KNIGHT ACRESLN
FIREWOOD
T
R
GAILAR
D
R
D
WESTERN TR
C
L
A
Y
W
O
O
D
D
R
W AR R E N F A R M RD
DEER
MEA D OW LN
L
A
N
D
RETHRD
SWAIN LN
WHICKERFA RM LN
R
EIDF
A
R
M
R
D
VANCELA
N
D
D
R
M O U N TAI N SPR I NG
RD
BIRKHAVEN
DR
TREELINERD
DEER
HILL RD
WINST
O
N
PARKDR
HID
DEN VIE
WDR
P
L
E
A
SA
N
T
V
I
E
W
TRL
MILLR
U
N
R
D
R-5725
R-582
3
U-2
5
2
4
U-600
3
U-5824
I-5110
U-
4
7
3
4
U
-
5
7
6
0
R
-
2
4
1
3
C
R-2
4
1
3
B
R-241
3
A
GUILFORD
ROCKINGHAM
0 1 2 3
1 INCH = 1 MILE
STOKES
FORSYTH
V
Figure 1. Direct Community Impact Area (DCIA)
Map Data Sources: NCDOT; NC OneMap; NC DEQ; USGS; CALYXEngineers + Consultants. Map Date: 3/24/2018
DCIA
NORTHERN BELTWAY CORRIDOR
COUNTY BOUNDARIES
STREAM
WATER BODY
R-2577Forsyth - Guilford
US 158 Improvementsfrom North of Business 40/US 421 in Winston-Salemto US 220 in Stokesdale
NEARBY STIP PROJECTS
R-2577C - ALTERNATIVE 2
R-2577C - ALTERNATIVE 3
R-2577A
R-2577B
WestBelews C r e e k
BelewsCreek
Trouble s o m e
Cre e k
LickCreek
BrushCreek (L a keHiggins)
BrushCreek
KernersvilleLake
BelewsCreek
Sale m L a ke
MyersPond
CT 17,BG 1
CT 30.02,BG 2
CT 30.03,BG 1
CT 30.03,BG 2
CT 31.03,BG 2
CT 31.03, BG 3CT 31.05,BG 2
CT 31.06, BG 1
CT 159.01, BG 1
CT 159.01, BG 2
CT 17,BG 5
CT 30.02, BG 3
Oak RidgeWalkertown
Winston-Salem
Summerfield
Stokesdale
Greensboro
Kernersville
£¤158
£¤220
£¤311
£¤158
rÉ150
rÉ150
rÉ150rÉ66
rÉ65
rÉ68
rÉ68
rÉ68
rÉ8 rÉ65
rÉ66
rÉ68
rÉ65
rÉ68
§¨¦40
§¨¦40
R-5 7 2 5
U-6003
U-5824
I-5110
U-
4
7
3
4
R-58
2
3
U
-5
760
R-24
1
3
B
R
-
2
4
1
3
C
U-2524
R
-
2413A
GUILFORD
ROCKINGHAM
STOKES
FORSYTH
0 6,500 13,000
1 INCH = 6,500 FEET V
Figure 2. Demographic Study Area (DSA)
Map Data Sources: NCDOT; NC OneMap; NCDEQ; US Census Bureau; USGS; CALYX Engineers and Consultants. Map Date: 3/24/2018
DSA BOUNDARY
NORTHERN BELTWAY CORRIDOR
COUNTY BOUNDARIES
STREAM
WATER BODY
R-2577Forsyth - Guilford
US 158 Improvementsfrom North of Business 40/US 421 in Winston-Salemto US 220 in Stokesdale
NEARBY STIP PROJECTS
R-2577C - ALTERNATIVE 2
R-2577C - ALTERNATIVE 3
R-2577 SECTION A
R-2577 SECTION B
e
e
e
e
e
ee
e
e
Oak RidgeWalkertown
Winston-Sa lem
Rural Hall
Walnut Cove
Su

m
m

e
r
f
i
e
l
d
Stokesdale
Greensboro
Kernersville
BelewsCreek
(inclu
d
i
ngBelews
Lakebelow
elev.
7
25)(1)
Arm
o
f
B
e
l
e
w
s
L
a
keim
medi a t e l y
sout
h
e
a
s
t
o
f
B
e
l
e
w
s
La
k e D a m
WestBelews

C
r eek(WestBelews
CreekArm o f B e lewsLakebelo
WestBele w sCreek
BelewsCreek
S ale m L ak e
L a k e B r a n d t
Figure 3D
Figure 3E
Figur
e

3
A
Figur
e

3
B
Figure
3
C
£¤52
£¤52
£¤158
£¤158
£¤220
£¤220
£¤158
£¤311
£¤311
rÉ150
rÉ150
rÉ150
rÉ150
rÉ150
rÉ66
rÉ65
rÉ65
rÉ8 rÉ68
rÉ8
rÉ66
rÉ8
rÉ65
rÉ65
rÉ68
rÉ65
rÉ68
§¨¦40
§¨¦40
§¨¦40
§¨¦40
§¨¦40
JOSEPHMBRYA N BL VD SR-2085
JOSEPHM B R Y A N BLVD SR-2085
REID
S
V
I
L
L
E

R
D

U
S
-
1
5
8
SCOGGINS RDSR-2 0 2 4
I-840
W
I-73
N B 4 2 1 I -4 0 -B U S
SOUTH M
A
I
N

S
T

S
R
-
4
3
1
5
SB 421 I-40-BUS
BURGESS R D S R-2084
UNIO N CR OSS R D S R -2 64 3
P
R
A
T
T
R
D
S
R-2000
HAPPY
H
I
L
L
R
D
S
R
-
2
0
3
2
B
E
E
SON
RD
SR-1
85
8
N
C
6
5NC-65
NB421 I -4 0 -B U S
I-8
4
0

E

I
-
7
3
OLDBELEWSCREEK R D S R -2 3 9 6
S T A F F O R D M I L L R D S R -2 1 3 2
O A K R I D G E RD NC-1 5 0
W E S T M O U N T AI N S T SR-2 3 7 7
S
T
I
G
A
L
L
RD
SR-2018
PINEHALLRD S R -1 9 7 7
N
B
5
2
U
S
-
5
2
BETHEL
C
HURCH R D S R-2 0 1 7
K E R N E R S V I L L E R D S R -4 3 1 5
CRO
S
S
C
REEK
R
D
S
R
-
2
0
0
1
W
A
L
K
E
R
TOWN-GUTH RIE RDSR-2 3 85
S
A
LEM
CHAPELRDS
R-1954
TESH RDS
R
-1918
W A L N U TCOVERD

U
S-311
STYERS
S
T

S
R
-
1
9
5
7
BAUX M O UNTAINRDSR-2211
N C 6 5 N C -6 5
HASTINGSHILL
R
D
S
R
-
2
6
6
7
PLEASANT
RIDGE
RD
SR-
21
33
LEW
I
S
T
O
N
RD
SR-21
2
4
WILLISTONRD
SR-
2
3
8
1
C O U N T Y L I N E R D S R -2009
OLDHOLLOWRDNC-66
SB52
US-5
2
ANT
H
O
N
Y
R
D
SR-2
0
3
4
N C 6 5 H WY W NC-65
W HARR
E
LLRD S R -2 0 2 9
N C 8 6 5 H W Y N C -8
DAVIS
RDSR-2216
NC
66
SOUTH
N
C
-
6
6
BUSINESS40EI-40-BUS
KI
G
E
RRDSR-1
9
5
2
O
L
D
H
O
L
L
O
W
R
D
NC-66
B
A
T
T
L
E
G
R
O
U
N
D
A
V
U
S
-
2
2
0
I-8
4
0

W

I
-
7
3
OLD VALLEYSCHOOLRDS
R
-2024
WARN E R R D SR-2033
S B 4 2 1 I-40-BUS
V
A
N
H
O
Y
R
D
S
R
-
2
0
8
8
P E P P E RMILL
DR
SR
-
5
1
0
8
S B 421I-40 -B U S
BELEWS CREEK R D N C-65
BELEWSCREEKRD SR-1965
SUMMERFIEL
D
R
D
S
R
-
2
1
1
7
PLEASANTRIDGERDSR-213 3
WESTRD S R-241 3
ST
A
N
LEY
R
D
S
R
-
1
1
0
8
BUSINESS40WI-40-BUS
ROCKFOR D RD SR-4412
U S H I G H W A Y 1 5 8 U S -1 5 8
O LDWAL K E R TOWNRDSR-2 4 5 6
H A W R I V E R R D SR-2028
C
ARLTO
N
RDSR-2 3 3 7
INDIANA
A
V
SR-
1
7
6
3
O
A
K
L
E
V
E
L
CHURCH
RDSR-1 1 1 2
N
C
H
I
G
H
W
A
Y
6
8
N
N
C
-
6
8
POLOFARMS D RSR -4322
N
C
H
I
G
H
W
A
Y
68
N
NC-68
ANDESSTSR
-
1
9
1
4
GERMANTONRDNC-8
PINEYGROV
E
R
D
S
R
-
1
9
6
9
NEW

W
A
L
K
E
R
T
O
W
N

R
D

U
S
-
3
1
1
EDGEFIELDRDSR-2011
N
C
H
I
G
H
W
A
Y
68
N
NC-68
MCCR O R Y RDSR-2062
WB 40 I-40
N
C
6
5
H
W
YENC-65
SEDGEGARDENRD SR-2632
O Z A R KRD
SR-2528
ELLI S O N R D SR-2107
B
U
N
C
H
R
D
S
R-2
1
28
HINSDALERDSR-1932
I-40
W

I
-
4
0
HUDSON -J A MES
RD
SR-230
1
SR-
2
398
CLARKLAND R DSR-2243
KELL
Y
S

T
L

S
R
-
2
5
8
6
E
L
L
I
S
B
O
R
O
R
D
S
R-2
0
4
6
S C A L ESV I L L E R D S R -1 0 0 2
OL D B E LE W S C R E EKRD
SR-2405
L
A
K
E
B
R
A
N
D
T
RD

S
R-2
3
4
7
C
U
D
E
R
D
S
R
-
2
0
1
6
KERNERRDS R -4 5 2 6
LAVERTONLNSR-2176
STRAWBERR
Y
R
D
SR-2321
OLDHOLLOWRD

N
C
-66
ALCORN
R
D
S
R
-
2
2
6
9
US

2
2
0

U
S
-
2
2
0
STAFF O R D M I L L RD SR-1947
REYNOLDS BV SR-4001
ELKTON
DR
SR-5010
S
B
5
2
U
S
-
5
2
S
MAI N S TU
S
-
3
1
1
DIPPENRD
SR-
2
2
1
9
NORTH M AINST N C-1 5 0
W F R I E N D LY AVSR-2147
NC8H
W
YS
N
C
-8
JOSEPHMBRYAN B L V D S R -2 0 85
I-40 E I
-
4
0
B R O OK COVE RD S R -1 9 4 1
S
B
5
2
U
S
-
5
2
BARHAMRDS R -2 3 3 1
GRUBB
S
R
D
S
R
-
1
9
7
9
NLIBERTYSTSR-2456
H
U
D
S
O
N
R
D
SR-2350
GIDEONGROVECHURCH
RD
S
R
-
1
129
SR-2326
OLD
COACH
R
DSR-2181
CARLSON
D
AIR
Y
R
D
S
R
-
2
1
9
0
DUBACHRD
S
R
-
2114
MAIN
S
T
US
-311
WESTMOUNTAINSTNC-6
6
STANL E Y VILLEDRSR-1920
P
E
P
P
E
R
R
D
SR-202
6
LAKEW
O
USSICKET R D S R -1 9 4 0
K
E
R
N
E
R
R
D
SR-2021
VANCERD
S
R
-
2
0
1
4
U
S
-
2
2
0
S B U NKER HILL RD SR-2007
DAY RDSR-22 20
SR
-
2
0
7
3
EB 40 I-40
SR
-
2
0
3
1
D A LE ST S R -2 0 5 7
COL
DWATER
RDSR-2038
PRICEFAR
M
RDSR-2805
US
311HW
YSUS-311
BELEWSCREEKRD N C -6 5
C
R
E
E
D
M
O
O
RDRS R -4 4 1 1
SR
-
1
9
4
7
W
M
ARKET
ST
SR-1008
SF
R
I
E
N
D
S
HIP
R
D
S
R
-1955
SR-2377
AN
N
RYDR SR-2476
SR-195
4
ABINGTONDRSR-44 2 7
B E N E F ITC
H
URCH R D SR-19 70
S B 42 1 I -4 0 -B U S
F
U
L
P
R
D
SR-2027
MEC
U
M
RD
S
R
-
1
9
8
1
NB 421
I
-
4
0
-
B
U
S
OLD
R
U
R
A
L
H
A
L
L
R
D
S
R
-
2
207
REYNOLDS BV SR-4001
LEM O N S R D SR-1104
SR-2390
K
I
G
E
R

R
D

S
R
-
1
9
4
2
H I L T O N RD SR-1109
GERMANTON
RDSR-1725
ELLISBORORDSR-1110
W
I
T
T
Y
R
D
S
R
-
2
3
5
1
GOOD
WIL
LCHURCHRD
S
R
-
1
9
7
1
B
RIN
KL
E
Y
R
D
S
R
-
1
9
7
5
S
O
U
T
H
A
R
D
RD
SR-2103
U
S
2
20
US
-2
2
0
KNIGHT
RD
S
R
-
2
3
4
6
P
I
N
E
HALL R D S R -1 9 0 8
SR-2825
S
R
-
2
1
5
1
K
E
R
N
E
R
S
VI
LLE
RD
SR-1962
MA RTINLU
T
H
E
R
K
I
N
GJR R D S R -19
2
1
B
A
G
L
E
Y
D
R
SR-2 58 3
LUNSFORD
R
DSR-2323
SR-10
0
2
OGBURN
MILLRDSR-11 0 0
M
O
R
R
I
S
RD
S
R
-
2
4
0
7
W
I
L
LIAR
D
R
D
S
R
-
20
1
8
M
T
Z
I
O
N
CHUR
C
H
R
D
SR-1116
SR-2305
OAK SUM
MIT
R
DSR-1686
NC 68 NC-68
SHILO
H
CHU RCH
R
D
SR-1932
SR-2806
TOSCA
N
A
TR
C
S
R
-
4
9
4
3
U S 1 5 8 U S -1 5 8
O WLS RO O S T RD SR -2 3 3 7
ROSEBU
D
RDSR
-
1
9
4
5
CRESTBRO O K R D S R -1 9 0 7
M
ARSH
A
L
L
SMITH
R
D
S
R
-18
4
3
GLENCOE C H U R C H L P S R -2349
J O SEPH MBRYANBL V D S R -2 085
BAUX
MTNRDSR-1949
BRONCO
LN
SR-2320
PHELPS CR SR-192
5
F R I D D L E R D S R -2 3 3 9
FREEM
A
N
R
D
SR-2140
LE W IS T O N RD
SR-2124
SELLRD
S
R
-
2
3
9
3
SR-2
3
4
0
WINDSPR
A
Y
DRSR-2474
IN A LN S R -2 5 6 7
SIM P S O N R D SR -1 1 2 0
RURA L H A L L -G E R M A N T O N R D N C -6 5
C
A
M
P
BET
T
Y
H
A
S
T
I
N
G
S
R
D
SR-1938
SR-210
4
LEST ER RD S R -2048
B A LL A R D RDSR-2010
A
N
G
E
L
L
R
D
SR-2334
W
H
I
T
A
K
E
R
D
R
S
R
-2113
WARRENRD SR-2019
TUCK
E
R
R
D
S
R
-
1955
S
R
-
2
4
8
9
T
A
R
L
E
TONDR
S
R
-4422
H
I
G
H
F
I
L
L
RD
SR-2312
WIND
S
ORFARMERDS
R
-
3
9
8
4
TY
N
ERRDSR-2008
NEALRDSR-
2332
B R O W N R D S R -2392
SR-2060
M
A
B
E
DRSR-4480
P
R
I
C
E
MILL
R
D
S
R-2
3
4
3
WATE
R
MILL
R
D
S
R
-
4
3
9
7
GLENWOOD
RD
SR-2637
WESCO
T
T
DR
SR-4817
N
B
5
2
US-52
PINEK
N
O
L
LSRD S R-2165
CLIFFWOOD DR SR-2114
SR
-
4
4
5
2
SHEPPA
R
D
HILL
RD
SR-2020
NC-65
G ENTRY R D S R -1 1 3 1
B R O O K B A N K RD SR-2127
PAT
E

D
R

S
R
-
2
0
6
6
REDFO
X
D
R
SR-4828
PLEASANTRID G E R D S R -2 1 3 3
P AYN E R D S R -1961
G O O D WILLCHURCH
R
D
S
R
-
2
0
2
7
RAMPNC-68
PROVIDE
N
C
E
CH
U
R
C
H
RD
SR-1 9 3 1
F A G G R D S R -1 9 2 6
B U R C H R D S R -1 9 4 2
WITTY
R
D
S
R
-
2
3
0
5
SR
-
2
0
9
0
G
R
I
F
F
I
N
R
D
S
R
-
2
3
3
6
CRAIG
R
D
SR-1958 O
L
D
M
I
L
L
D
R
S
R-29 0 0
WATTS
RDSR-1944
FOXLAIR D R SR-3877
UNION
G
R
O
V
E
R
D
SR-2020
SHIELDSRDSR-2640
RED
B
A
N
K
RD
S
R
-
1917
BOLES R DSR-19 60
KINSEY DR S R -4 3 6 4
REBECCA DR SR-4911
DENNIS
R
D
S
R
-
1
948
BE
L
F
O
R
D

R
D

S
R
-
2
1
9
3
H
AY
N
ES
R
D
S
R
-
2
3
4
4
KRISTE
N
D
R
S
R
-
4
8
8
3
OLDFLATRO CK R D SR -2 0 1 1
S H E L T O N RDSR-1176
LAU
R
E
N
RD

S
R
-1103
SR-4208
HAPCTS
R
-
44
3
8
IR
A

D
R

S
R
-
2
0
0
3
B
E
T
H
A
N
Y
R
D
S
R
-
2
3
1
6
BLUE WATERDR
S
R
-
1
9
6
0
E HARRELLRDSR-2111
BULL
RD
S
R-2008
DUSTY T L S R-1944
EA
S
L
E
Y

R
D

S
R
-
1
9
4
8
SR-1116
SR
-
1
9
6
8
S
T
A
N
L
E
Y
H
U
F
F
R
D
S
R-2134
P A C K RDS
R-1931
ALBERT
R
D
S
R
-
1
1
0
6
A SH B E Y L N SR-3833
SR
-
2
0
3
8
STABLE
HILLTL S R -4 4 9 6
M
IL
L
S
T
A
F
F
D
R
SR-4035
K I D D RD SR-2 00 4
TR
A
X
L
E
R

R
D

S
R
-
2
3
4
2
B
A
R
KE
R
R
D
S
R
-
2
354
SR
-
2
1
4
5
P
E
N
N
S
G
R
OVER
D
S
R-2228 REATAD
R
S
R
-
4
3
2
1
ADKIN S RD SR-1852
H
O
P
K
I
N
S
R
D
SR-2649
MIDDLE
BROOKRD
SR-1938
GAULDIN R D SR-1974
O L D G REEN
SBORO RD SR-2377
LARGO DR SR-2 57 6
MABE RDSR-1950
THRUSHR
D
S
R
-
2
3
4
1
B
O
BCATR
D
S
R
-
2
3
5
3
PUMPKINR I D G E RD
S
R
-
2016
O L D T O W N RD S R -1 9 1 8
HA
M
P
T
ON
RDSR-194
8
BOWMA
N
R
D
S
R
-1
9
76
DE
A
N
R
D
SR-
2022
HARRELL R D SR-2335
KALL
AM
MILL
RDSR-232
7
S
E
L
FRDSR-2044
CRIMRDSR-1 99 6
PE
A
R
M
A
N
Q
U
A
R
RYRD
SR-2035
WITTYRDSR-2305MURPHYRDSR-2300
S T E E LE R D S R -1951
V
E
L
V
E
T
RDSR-1
132
PEGRAM
R
D
S
R-1957
MI
D
D
L
ETONLOO
P
S
R
-
1909
YA
N
K
R
D
S
R
-234
5
GREEN
F
IEL
D
R
D
S
R
-
2
0
2
2
C O L G A T E R D S R-2039
DEERRUN
R
D
SR-1959
M
I
L
L
E
R
R
D
SR-1939
S
A
L
EM
C
HAPEL
R
D
SR-1952
B O LEJACKR D S R-1961
EASLEY
RD
SR-193
3
REN N R D S R -1 1 14
EDWA RD SRD
SR-1962
STR
A
D
E
R
R
D
SR-231
6
W
E
S
T
RD
SR-1
9
5
4
AVEN B U RYC
R
SR-4 4 2 9
E FIFTH ST
JEF
FE
R
SONRD
BENJAMIN
P
K
W
Y
HORSE
PEN
CREEK

R
D
REY
N
O
L
D
A
R
D
E

T
WENTY-EIGHTHST
N E W G A R D E N R D LAWNDALE
D
R
E TWENTY-FIFTH ST
I
N
D
I
A
N
A
A
V
I NDIANAA
V
PO L O R D
W FIRST S T
W FOU RT H

S
T
N EWGARDEN R DOLDGREENSBORORD
S
B
R
O
A
D
S
T
NHOLDE N R D
N
HOLDENRD
SU
M
M
I
T

S
T
BALLINGE R R D
HOBBSRD
E T H I RD ST
N
TR
ADE
ST GRA
C
E
W
O
O
D
D
R
W N ORT H W E S T B V
W ACADE MY ST
O
L
D
B
A
T
T
LEGRO
U
N
D
R
D
W
FIRST S T
W
ESTMINSTER
DR
REYNOLDS PARK RD
N
P
A
T
T
E
R
S
O
N
A
V
VARG
RAVE
ST
NGLEN N A V
ESALEM
AV
DRA W BRI DGE P K W Y
N
C
H
E
R
R
Y

S
T
P
L
E
A
S
A
N
T
ST
INM A N R D
B
R
A
S
S
FIELD R D
MOTOR RD
W FRIE N D L Y A V
N E W GARDEN R D
LI
N
V
I
L
L
E

R
D
CENTURY PARK A V
CARVER
S
C
H
O
O
L
R
D
W E S T END BV
OAK
RIDGE

D
R
NORTHAMPTON
DR
C O L I S EU M D R
L
O
CKLAN
D
A
V
NOR T HBE
ECHLN
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
D
M U I RF I E L D DR
IV
Y

A
V
F
O
R
E
S
T
HILL
DR
KAPP ST
OG
B
U
R
N

A
V
RO
B
B
I
N
S

R
D
R
E
GENT S PA R K L
N
BRA
N
C
HWO O DDR
ARGO
N
N
E
B
V
THURMO
NDS T
FRI E N DLYACRESDR
OBRIANTPL
N E L S O N S T
N E W G R E E N S B O R O R D
B
E
NLN
DOE
RUN
D
R
SA
L
E
M

L
A
K
E

R
D
A RC
AD
IA
DR
WHITE
R
O
C
K
RD
W FIFTH ST
PA
R
R
I
S
H

R
D
KING
G
E
O
RGE
D
R
W
A
L
T
E
R
C
O
M
B
S
R
D
G
R
A
L
I
N

S
T
PECAN
LN
BEARHOLLOW
R
D
BR
I
G
H
A
M
RD
WATSON
AV
PECANR
IDGE CR
LAKE D R
O A K G A R D E NDR
BLUFF S C H OOL R D
PINEVIEW
DR
WFRIENDLY AV
SH
ADY
L
A
W
N
DR
C A R D INAL RID
G
E
D
R
L O W E R Y ST
PTI D
R
LANSING

D
R
RID
GEFALL
R
D
S
A
G
AMOREDR
TI
S
E

A
V
ONSLOW
D
R
R E G ENT S P
A R K RDBOWENBV
S A LEM
RD
PINETOP RD
NATHANAEL
GR
E
E
N
EDR
STEWAR
T
RD
STRATFO
R
D
D
R
E HANESMILLRD
CAIN
FO
REST
D
R
BU
T
L
ER
ST
FOR STOR D
TRIAD DR
OLDP L ANT
A
TIO
N
R
D
T
E
DJO H N S O N PKWY
IN
D
US
T
R
I
A
LVILLAGE RD
B
R
A
Y
R
D
RADAR R D
HEDRIC KDR
KERNERSVILLE M E D I C A L P W
LO
N
G
V
A
L
LEY
RD
N
E
E
T
M
A
N
CR
EE K RD
DAISY
TRA IL RD
DEER
HILL RD
HAVENFORESTLN
W
H
I
T
T
RD
HIDDE
N
VI E W DR
P LEA
S
A
N
T
V
I
E
W
TRL
D O N N A
LP
BEEN
E
LN
MULBERRY
LN
GILRO
C
K
CT
GRASSW
R
E
N
WAY
GRANTLAND
PL
SU M MER
PL
Q
U
I
E
T
P
L
M A D I S O N
PLACECR CLAXTON RIDG E
D R
TA N N ENBAUMCIR
MI
L
L
R
U
N
R
D
R-5725
U-6003
U-5824
I-5110
U-2524D
U-
4
7
3
4
U-
5
7
6
0
R-582
3
R-2
4
1
3
B
U-2524
R
-
2
4
1
3
C
R-24
1
3
A
PIEDMONT TRIADINTERNATIONAL
MEADOWBROOKFIELD
SMITHREYNOLDS
MEYLOR FIELD
SELLER'SLANDINGSTRIP
BLEVIN'SPRIVATE
GUILFORD COUNT
Y
ROCKINGHAM CO
U
N
T
Y
STOKES COUNTY
FORSYTH COUNTY
[Figure 3. Community Context Mapbook Index PageR-2577Forsyth & Guilford CountiesUS 158 Improvements from north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
Map Data Sources: NCDOT; NC OneMap;USGS; Winston-Salem/Forsyth County; Guilford County; NC DEQ; CALYXEngineers and Consultants. Map Date: 3/24/2018
DCIA
Map Grid Line
County Boundaries
Railroad
Parks & Protected Land
Duke Power Land Holdings
Northern Beltway Corridor
Nearby STIP Projects
R-2577 Section A
R-2577 Section B
R-2577C - Alternative 2
R-2577C - Alternative 3
0 1.5 3 4.5 6
MILES
Stream
Water Body
Municipal Boundaries

























!
!
!
!
!
!










!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!
!
!
!
!
!
!







!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!








































(
R
W
(
R
W
(R
W
(RW
(RW
(RW
(R
W (R
W (R
W (R
W(R
W(R
W(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW(R
W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R W
(R
W
(
R
W
(R W
(R
W
(R
W (R
W
(R W
(R W
(R W
(R
W
(
R
W
(R
W
¹º
¹º
!]
æ
ï
æ !Í ¾l
æ
¹º
æ
©
2
2
2
%ô
²²
2
¾l
²²
¹º
À¿
À¿
À¿
À¿
¾l
²²²²k
!]
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!
!
!!
!!
!
!!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!
!!
!
!!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!
!!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!!!
!!!
!!!!
!!!
!!!!
!!!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!
!!!!!!!
!!!!!!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!
!!
!
!!
!!
!!
!

!
!

!

!

!

!
!

!

!

!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!
!
!!!!!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!
!
!
!
!!!!!!!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!

!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!!!!!!
!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!!!!!
!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!

!
!

!
!!!!

!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!
!
!
!
!
!!!!!!!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!
!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!
!!!!!
!!!!!!!!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!!
!!!
!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!

!

!
!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!!!!!!
!
!
!!!!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!!!!!!!!!!!!!!!

!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!

!
!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!
!
!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!
!!!!!!!
!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!
!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!
!
!!
!
!
!
!
!
!
!
!!!!!!
!
!!!!
!
!
!
!
!!!!!!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!
!!!
!!!!!!!
!!!!!
!
!
!
!!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!
!
!!!!!!!!!!!!!
!
!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!
!
!!!!!!!
!
!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!

!

!

!
!!!!

!
!!!!!!!!!!!!
!F !F
!F
!F
!F
!F
!F !F
!F !F !F
!F
!F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F!F
!F
!F
!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F !F
!F !F !F
!F
!F
!F
!F !F
!F
!F
!F
!F
JonesPond
Frazier Creek(Winston Lake)
Salem Creek (Salem Lake)
Greenway
Lowery Mill Creek
LoweryMillCreek
Greenway
Salem Lake Greenway
L
o
w
e
r
y
M
i
ll
Creek
MartinMill Creek Trail
RockyBottomTrail
Frazier Creek T r a i l
Westmoreland
Whicker, L.
Vaughn
81882
86 87 810 813
811
811
815
88
84
81481 816
817 819
83
89
812
85
1
Winston LakeGolf Course
Greensboro Road Trailhead(Salem Lake Park)
Linville Road Trailhead(Salem Lake Park)
WalkertownCommunity ParkCity View VolunteerFire Department
PetreeElementarySchool
Atkins HighSchool
Middle ForkElementary School
Gospel LightChristian School
2
1
3
4
Walkertown Commons &Walkertown LandingShopping Centers
TheCommons
£¤311
£¤158
£¤158 £¤158
§¨¦40
Walkertown
Winston-Salem
REIDSVILLE RD US-158
O L D B E L E W S C R E E K R D S R -2 3 9 6
NEW WA
L
K
E
R
T
O
W
N

R
D

U
S
-
3
1
1
WALKERTOWN-G U T H R I E R D S R -2 3 8 5
C
H
A
R-WIN
DR
S
R
-
2532
W I L L I S T O N R D S R -2 3 8 1
S
W
A
I
N

L
N

S
R
-
2
3
9
0
LA
M
O
N
D

D
R

S
R
-
2
5
5
9
M A G N U M D R SR-2553
S
R
-
2
3
9
8
ES
T
H
E
R

L
N

S
R
-
2
5
6
6
RAMSEUR DRSR-
2
5
9
2
KELLYS TL SR-2586
KIN
G
S
G
A
T
E
D
R
S
R
-2
5
0
4
REIDSVILL
E

R
D

U
S
-
1
5
8
OLDBELEWSCREEKRDSR-2405
C
A
R
B
I
N
E
C
T
S
R
-
2
5
5
0
MO
R
R
I
S

R
D

S
R
-
2
4
0
7
W
R
A
N
G
L
E
R

D
R

S
R
-
2
5
5
2
S
U
D
S
B
E
E

L
N

S
R
-
2
4
9
9
N E W W A L K E R T O W N R D US-311
CAMELLIA LN SR-2
4
2
4
G
O
SP
EL
LIG
H
T
C
H
U
R
C
H
R
D
S
R
-2
4
0
6SPORTSMANSDRSR-2 5 6 1
G
A
I
T
H
E
R

R
D

S
R
-
2
3
9
8
DE
A
M
O
N

C
T

S
R
-
2
5
1
7
ROCKYFORDLNSR
-
2
404
SR
-
2
3
9
0
I M P E RI A L D R S R -2 4 9 2
CON
E
S
T
O
G
A

T
L

S
R
-
2
5
5
1
SELLRDSR-239
3
INAL
N
S
R
-2567
PALA
C
E

A
V

S
R
-
2
4
7
9
E L I S H A L N SR-2394
L O N G L E A F DR SR-247
7
DILL O N F A R M R D SR-
2
3
9
1
W H I RL -W I N D R S R -2534
R
O
Y
AL
G
A
T
E
R
D
S
R
-
2
5
0
6
NB
421I-4
0-B
U
S
PLATADRSR-2 4 9 6
S
B
421I-40-BUS
MI CHAE L S T L S R -2 5 8 8
GALL
A
N
T

C
T

S
R
-
2
5
0
3
SE
R
E
N
E

S
T

S
R
-
2
5
1
1
RENO C T S R -2 5 0 0
AMBERLN
SR-2392
GALLA
N
T
L
N
S
R-2
5
0
2
KATIES
T
L
S
R
-
2
5
8
1
R A M S E U R DRSR-25
9
2
O
L
D
G
R
E
E
N
S
B
O
R
O
R
D
S
R-
2
3
7
7
L
A
R
G
O
D
R
S
R
-
2
5
7
6
FE L I CITY
C
R
RO SE M A R Y D R
GRANBY ST
OLD GREENSBORO RD
DAYTO
N

S
T
LA
M
O
N
D

D
R
CAMELLIA LN
T U LIP D R
R
I
C
K
A
R
D

D
R
FR
I
E
S

D
R
DE
A
M
O
N

C
T
S
U
D
S
B
E
E

L
N
LA C
A
S
A

B
V
S A L E MLANDINGDR
TE
R
E
S
A

A
V
T
U
R
R
E
T

C
T
W
A
V
E
B
R
O
O
K

C
T
G
R
O
VERST
M
O
R
N
I
N
G

R
I
D
G
E

L
N
S T OV A LLDR
D
R
E
X
E
L

S
T
S
T
I
L
L
M
E
R
E

D
R
F
O
R
E
S
T
V
A
LL
E
Y
D
R
LAKELA
N
D

A
V
K
N
O
L
L

R
I
D
G
E

D
R
E
A
R
L
ST
NE
W
GREENSBORO
RD
JO
Y

W
Y
S
A
N

C
A
R
L
O
S

R
D
TAMRA L N
PLATA
D
R
CARD
I
N
A
L

S
T
BUCK CHASE
C
T
SPAULDING
D
R
PAST
U
R
E

C
T
D
A
N
U
B
E

D
R
CARV
E
R

S
C
H
O
O
L

R
D
DILLO
N

F
A
R
M

R
D
PARR
I
S
H

R
D
MOA
T

D
R
J E KETERCT
CHA
L
E
T

D
R
S
I
G
N
E
T
D
R
CRAN
F
I
L
L

L
N
BI G W O O D S R D DEL R
I
O

C
T
O L A LN
F
R
A
I
Z
E
R
CREEKRD
SEL
L

R
D
S
T
O
N
E
FOREST
D
R
KITTE
R
I
N
G

L
N
W
A
L
K
E
R

R
I
D
G
E

D
R
WINSTONLAKERD
STANLEYC
T
R
O
B
I
N
S
O
N
C
T
N O R T H A M P T O N D R
C
R
A
V
E
R

S
T
BEESON A C R E S R D
C
R
E
E
K
M
O
O
R
E
D
R
BOXW
O
O
D
D
R
C
H
E
L
M
S
F
O
R
D

D
R
AUTUMN C H AS E DR
EDRE
M
AV
SI
L
V
E
R

C
H
A
L
I
C
E

D
R
S U N S E T H O LLO
WD R
B
E
N
O
R
E
S
T
WARD

S
T
C
RU
SAD
E
DR
JE K E T E R DR
K N O L L V IEW DR
F
O
L
I
A
G
E

D
R
S
E
L
K
I
R
K

D
R
BRUSH WO O D

D
R
H ORSES H O E B E N D
S
A
N
D
Y

C
R
E
E
K

R
D
FON
D
L
Y

R
D
C O NESTOGATL
L A R E E D R
B
E
E
S
O
N

D
A
I
R
Y

R
D
HUBB
A
R
D

R
D
TI
M
B
ERLINEDR
C
R
I
C
K
E
T
T
L
N
ALLEN

D
R
S
E
L
K
I
R
K

D
R
D I A N E C T
HAR
V
E
S
T

D
R
M
YRAST
W
ILL
O
W
RI
DGE
L
N
W
I
L
L
I
S
T
O
N

C
T
DO
NN
A
A
V
WINDLEGRAYL
N
FELICITY L N
M
A
R
S
H
A
L
L
B
E
R
G
R
D
HYAT
T

D
R
B
R
E
V
A
R
D

S
T
A
N
G
EL
D
R
K
E
M
D
R
ID
O
L
F
A
R
M
R
D
MANNADR
D
E
E
R
W
O
O
D
F
O
R
EST
T
L
H I G H K N O L L D R
SHAF
T
E
S
B
U
R
Y

L
N
S
O
L
O
N

S
T
BLA
I
N
E

S
T
M A P L E B R OOKST
DIAM
O
N
D

H
I
L
L

R
D
AT
L
E
E

S
T
D
A
R
E

A
V
STAN
L
E
Y
A
V
T
R
A
C
Y

S
T
S
W
A
I
N

L
N
O L D B EL E W S C R E EKC
T
F R A N K LIN FA R M RD
G
U
T
H
R
I
E
C
T
C
L
A
R
A

L
N
W I L D LIF E D R
CH
U
R
C
H
L
A
N
D

D
R
ROBE
R
T
S
O
N

D
R
A
L
V
A
R
A
D
O

S
T
ALICE ST
HILDA ST
STOKESD A LEAV
MATH
E
W
S

V
I
E
W

L
N
B A R N W E LL D R
M
O
R
R
I
S

M
E
A
D
O
W

L
N
L
E
E

H
A
V
E
N

L
N
P
A
R
N
E
L
L

R
I
D
G
E

D
R
MYER LEE DR
Norfolk S
o
u
t
h
e
r
n
Forsyth
[
Figure 3A. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section A
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool



















!
!
!
!
!
!












!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!










!
!
!
!
!
!
!
!
!
!
!
!
!
!













!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!




!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!



!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!





!
!
!
!
!
!
!
!








(
R
W
(
R
W
(R
W
(RW
(RW
(RW
(R
W(R
W(R
W(R
W(R
W(R
W(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW(R
W
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(RW
(R
W
(
R
W
(RW
(R
W
(R
W(R
W
(RW
(RW
(RW
(R
W
(
R
W
(R
W
%ô
²²
2
¹º
¾l
¾l
²²
²²
!]
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!
!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!
!
!
!
!!!!!!
!
!
!
!!!!!!!!!!!!
!!!!!!!!
!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!
!
!
!
!
!
!
!
!

!
!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!! ! ! ! !!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!
!!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!!!!!!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!!!!!!!!!!
!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!
!
!
!!!!!!!!!!!!!!!

!

!
!!!!!

!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!!
!
!
!
!
!
!!!!!

!
!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!
!
!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!
!!!!!!!
!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!!
!
!
!
!
!
!
!!!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!!!!!!!!!!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!!!!!
!
!!
!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!
!!
!
!
!
!
!
!
!
!
LickCreekLick Creek
Belews Creek
Belews Creek(Kernersville Lake)
Be
l
e
w
s

C
r
e
e
k
(K
e
r
n
e
r
s
v
i
l
l
e

L
a
k
e
)
LoweryMillCreek
RockyBottomTrail
U-
5
8
2
4
Lasley, R.
Lasley, R.& S.
Myers
Branch
Mabe
Westmoreland Withers
Amos
Pierce
Pierce
Lasley
Barrow
Hester
Linville
Linville
Venable
Venable
Lasley
Lasley
HicksHicksHardy
818
821
816
823
817819
824
822
820
SECTION A SECTION BWalkertownCommunity Park
Pinecrest ApartmentsAffordable Housing Community
Walkertown Commons &Walkertown LandingShopping Centers
£¤158
£¤158
£¤311
£¤311
rÉ66
rÉ66
rÉ66
Walkertown
H
A
R
LE
Y
D
R
U
S-3
1
1
P I N E H A L L R D S R -1 9 7 7
REIDSVILLE RD US-158
OLD

H
O
L
L
O
W

R
D

N
C
-
6
6
RIV
E
R
T
O
N
R
D
S
R
-
4
481
S U L L I V A N T O W N R D S R -1 9 9 2
OLD 6 6 C R S R -2 4 1 4
NEW WALKERTOWN RD US-311
O
L
D

H
O
L
L
O
W

R
D

N
C
-
6
6
VANCERDSR-2014
MAIN

S
T

U
S
-
3
1
1
S
A
L
E
M

Q
U
A
R
T
E
R

R
D

S
R
-
4
5
1
0
ROC K Y B R A N C H R D S R -2 3 84
B U X B U R Y C T S R -2 5 7 2
B
E
U
L
A
H

L
N

S
R
-
4
4
7
1
B U C KLEY F O R E S T T L S R -4506
BELEWS CREEK RD SR-1965
MAINSTSR-2004
T
Y
N
E
R

R
D

S
R
-
2
0
0
8
ELLW ORT H R I D GE DR

S
R -4 4 8 2
ASHEB
Y

D
R

S
R
-
4
5
1
1
K I N G W I L LI A M S D R S R -4 5 2 2
B A RRO W RD SR-2013
T
E
R
R
E
N
C
E
K
N
O
L
L
R
D
S
R
-
4
5
5
3
B R I T T A N S D R S R -4552
R O C KY BRA
N
C
H
RDSR-2384
SHEFFIELD PLA C E D R S R -4 5 2 7
D
IS
C
O
VERYLNSR-4484
B R O O K W Y S R -4 5 5 0
C
E
D
A
R
C
A
N
Y
O
N
R
D
S
R
-
2
1
5
0
BEXHILLDR S R -2 1 2 7
SUM
M
I
T

D
R

S
R
-
2
1
0
5
OLD FLATROCK R D

S
R-2011
HUNTING
B
R
O
O
K
C
T
S
R
-
4
4
6
9
DAR
R
O
W

R
D

S
R
-
2
3
8
5
E
L
D
R
E
D

R
D

S
R
-
2
0
6
1
C
H
A
N
N
E
L
F
O
R
E
S
T
R
D
S
R
-455 5
R O BINETTE
LNSR-21 4 9
JUDGECLEMENT
RDSR-2006
D
E
A
N

R
D

S
R
-
2
0
0
7
C
O
R
V
E
T
T
E

L
N

S
R
-
2
1
2
2
W
O
O
D
M
E
R
E
D
R
S
R-2
1
8
4
R
AIL
F
E
N
C
E
R
D
S
R-2
0
0
9
WALKER

R
D
BROO
K

W
Y
ESHE
R

D
R
YORK
PLACEDR
DEA
N

R
D
L
E
I
G
H
T

S
T
M IRASOL C T
Y
O
R
K

P
L
A
C
E

D
R
BIENARD
DR
HARLEYDR
SHEFFIELDPLAC
E
D
R
H A N L E Y P A R KDR
BRITTA
N
S

D
R
A ST
H
O
L
B
E
I
N

G
A
T
E

D
R
S
N
I
D
E
R

S
T
B
I
E
N
A
R
D

D
R
CHAN
N
E
L

D
R
KI
L
B
E
R
R
Y

C
T
WI
L
S
O
N

C
R
E
E
K

C
T
WEST

F
A
R
M

R
D
ELL W O R T H R I D G E D R
CHRISTIAN CR
WI
C
K
E
N
H
A
M

R
D
N O LIC H U C K Y D R
C A R LT O N C T
NO NAME 41 RD
D
E
P
O
T

S
T
NEAL TRAIL DR
MORR
I
S

S
T
RANIER
C
T
C
R
E
E
K

R
N
W A L K E R T O W N P L A Z A B V
L
E
A
K
E

S
T
WALKERTOWN COMMONS CR
B
L
A
I
R
M
O
R
E
C
T
F
R
I
E
N
D
L
Y
R
D
DAR
R
O
W

R
D
QUAW
A
T
H
A

D
R
A
S
P
E
N

F
O
R
E
S
T

L
N
R
U
X
T
O
N
D
R
BEAC
O
N

P
A
R
K

L
N
H A S T I N G S R D
SALE
M

R
D
C E L E S T E R D
R
O
C
K
L
A
N
E

D
R
AVAL
E
E

S
T
LINV
I
L
L
E

S
T
ROBE
R
S
O
N

F
A
R
M

C
T
R
A
N
G
E
C
R
ESTRD
SHIRL
E
Y

S
T
MCKINNEY C T
A
N
N
I
E

L
N
C H U R C H S T
BE
L
E
W
S

V
I
E
W

C
T
COUN
T
R
Y

C
O
V
E

L
N
VENABL
E

D
R
C H ARIPAR
K
L
N
W A L K E R T O W N V I E W D R
P
A
Y
T
O
N

L
N
M A R T I N S T
WILLO
U
G
H
B
Y

D
R
B
E
N
N
E
T
T

F
A
R
M

R
D
S T E E L H ILL

C
T
WOODMERED
R
WALL ASEY RD
H A N L E YWY
WINT
H
R
O
P

S
T
G E O R G E W E S T CT
W
A
T
K
I
N
S

S
T
N
O
N
A
M
E
1
4
R
D
CHA
P
E
L

S
T
ROC KY B R A N C H R D
MA
R
T
I
N

S
T
OLD S T I L L T L
S
W
A
I
N

L
N
R
O
B
E
R
T

W
E
S
T

R
D
PHILI
P

R
D
OB
A
D
I
A
H

L
N
NO NAME 12 RD
LAKA
W
A
N
N
A

D
R
T
I
N
R
O
O
F
TL
B
E
L
L
A
I
R
E

C
R
N
E
W

S
T
J U S TI N B R O O K L N
BARROWR D
TAVEBEESON R D
F
U
L
P
S
P
O
N
D
RD
D
I
L
L
O
N

S
T
P
O
I
N
D
E
X
T
E
R

S
T
K
N
I
G
H
T
A
C
R
E
S
L
N
Nor
f
o
l
k

S
o
u
t
h
e
r
n
Forsyth
[
Figure 3B. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section A-B
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool






































































































!]
²²
²²
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!
!
!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!!!!!!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!!!!!!!
!
!
!
!
!
!!!!!
!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!
!!
!
!
!
!
!
!!!!!!!!!
!
!!
!
!
!
!
!
!
!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!!!!!!!!!!!!!!
!
!
!
!!!!!!!!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!
!!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!

!

!

!
!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!!!!!
!
!
!
!
!
!
!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!!!!!!!
!
!
!!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!!!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!
!
!
!
!
!
!
!
!
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
Belews Creek (Be
l
e
w
s

C
r
e
e
k

A
r
m

o
f
Belews Lake belo
w

e
l
e
v
a
t
i
o
n

7
2
5
)
Belews Creek
BelewsCreek
West Belews Creek(below elev.725)Belews Cre
e
k

(
B
e
l
e
w
s

C
r
e
e
k

A
r
m
of Bel
e
w
s

L
k

b
e
l
o
w

e
l
e
v
.

7
2
5
)
Belews Creek
East Belews Creek
B e l e w s C re e k t o P i e d m o n t G r e e n w a y
Glessner
Venable Lasle
y
,

R
.
Fulton
Lasley, R.
Lasley, R.
& S.Myers WetherallWetherall
Preston, M.
Correll
Preston, L.
Dodson
Parrish
Robertson
RobertsonLasley
Hester
Venable
Venable
Venable
Fishel
Orellana
Poindexter
Dodson
Lasley
Lasley
828
827
826
825
Creekside ManorResidential Care Facility£¤158
REIDSVILLE RD
U
S
-
1
5
8
FULPS
MILL
R
D
SR-1966
BENEFITCHURCHRDSR-1970
G
O
O
D
W
I
L
L

C
H
U
R
C
H

R
D

S
R
-
1
9
7
1
KER
N
E
R
S
V
I
L
L
E

R
D

S
R
-
1
9
6
2
C A RT W R I G H T D R S R -2 1 0 3
PO N D A R O S A D R SR-2111
DEERPATH
L
N
SR-4465
B
R
I
N
K
L
E
Y

R
D

S
R
-
1
9
7
5
B E L E W S C R E EK R D SR-1 9 6 5
W
H
I
T
E

T
A
I
L

T
L

S
R
-
4
4
6
6
H
O
M
E
L
A
N
D

C
R

S
R
-
2
0
1
0
PINEY GROVE RD SR-1969
SPRING HOLLOW DRSR-4561
P
R
E
S
T
O
N

R
D

S
R
-
1
9
7
3
WILLO W SPRINGS
L
N
SR-4540
DEER PATH LNSR-4465
FREEMANRDSR-21
40
TIP
T
O
N

D
R

S
R
-
2
1
3
4
SR-
1
9
6
8
B
ELE
W
S
C
R
E
E
K
R
D
N
C
-
6
5
FULTONLNSR-1972
P O I N D E X T E R FAR M R D SR-1968
V A N H OY RIDGE
RD SR-1967
O
A
K
V
I
E
W
D
R
S
R
-
2
1
10
MON
T
G
O
M
E
R
Y
R
IDGERD
NO

N
A
M
E

5
9

R
D
DEERHILLCR
C
O
N
NIE
T
L
PAU
L
I
N
E

L
N
BUC
K

F
O
R
E
S
T

D
R
BL
A
C
K
B
E
R
R
Y

R
I
D
G
E

C
T
HOMESTEADFARM
RD
CAPTIVA
DR
PE
A
C
E
F
U
L

V
A
L
L
E
Y

D
R
C O N N I E C O V E R D
TURTLELN
MERR ILU LN
FA
G
G
FA
R
M
R
D
P
A
R
H
A
M
P
I
N
E
STL
BRIA
R

H
O
L
L
O
W

L
N
P
A
R
H
A
M
R
D
BONNIERIDGECT
MILL SPRINGLN
LEISU
RE
P
O
I
N
T
LN
FULTON LN
P OINDEXTERFARM
RD
W
EEPINGWILL O W CT
VAN
C
E

R
I
D
G
E

C
T
CA
R
T
E
R

F
A
R
M

R
D
W
H
I
C
K
E
R
F
A
R
M
L
N
NAUT
I
C
A
L

P
O
I
N
T

D
R
DILLONACRES D R
PAULINERD
V
E
N
ABLEF
A
R
M
R
D
EATO N SPRIN G S RD
L A R RI M O RE LN
VANHOYRD
V
A
N
C
E
L
A
N
D
DR
D EER HILL R D
[Figure 3C. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section B
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool









































































2
¹º
æ
æ
2
²²
ïæ ²²
ï
æ
æ
²²
æ
²²
²²
©
æ
ï
!F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F !F !F !F !F !F !F
East B
e
l
e
w
s

C
r
e
e
k
Lasley, R.
Melvin
Hinton
Warren
Richardson
828
827
829
832
830
831
SECTION B SEC
T
I
O
N

C
4
3
2
StokesdaleCommunity Park
Stokesdale FireStation 12
StokesdaleElementary
11
9
6
8
7
5
10
£¤158
£¤158
rÉ65
rÉ68
rÉ65
Stokesdale
VAUG
H
N

S
T

S
R
-
2
0
5
1
S HILLIN G STSR-2054
B E L E W S C R E E K R D N C -6 5
U S H I G H W A Y 1 5 8 U S -1 5 8
A
N
T
H
O
N
Y
R
D
S
R
-
2
0
3
4
MCCRORY RD SR-2062
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
8
R E I D S V IL L E R D U S -1 5 8
EL
L
I
S
B
O
R
O

R
D

S
R
-
2
0
4
6
CLINTWOODDR
SR-2
0
5
6
F
ULP
RD
SR-2042
COL
DWATER
RD
SR-2
038
M
OUNTCARMELRDSR-4508
E
L
L
I
S
B
O
R
O
R
D
S
R
-
1
1
1
0
N E W B E R R Y S T S R-2 0 5 3
BELEWSCREEKRDNC-65
STOKESDALESTSR-2049
ST
OK
E
SD
A
L
E
S
T
S
R
-
2
0
5
4
B O O N E L A N DINGDR
SR-4605
S
T
R
A
N
D

D
R

S
R
-
2
0
5
2
NC-65
MARION
POINTEDRS
R
-
4
5
1
9
DORSETT DOWNS DR SR-4879
KELLY

L
EE DRSR-4463
PRINCEEDWARD RD SR-2036
PLUNKE
T
T
R
D
S
R
-
1
9
6
1
MT
CAR
ME
L R
D
SR-2
040
TREE
CT
SR-2069
O
A
K
LE
V
EL
C
H
URCHRDSR-2045
M AR N E DR SR-2087
BLUE WATERDRSR-1960
COOK FARMRDSR-1
9
6
0
PRINCE EDWARDRDSR-2036
ASPENGROVE
DR
SR-4563
CROFT
DRSR-2037
B
L
UEHILL DR SR-2194
H U T C H E N S R D SR -2 0 4 3
OSAGE RD SR-2041
LESTER
R
D
SR-2048
G I D E O N G R O VERDSR-20
47
SELF RD SR-2044
HAPPY
HILL
RD
SR-2032
PEARMAN
QU
A
RRYRDSR-2035
C O L G A T E R D SR-2 0 3 9
S
A
M
ANTHA C T
VAUG
H
N

S
T
BA
R
N
E
Y

R
D
BLUE WATER CT
WINDINGHILL
DR
S
E
L
F
RD
S
T
O
K
E
S
D
A
L
E

S
T
PATRICE DR
P
L
U
N
K
ETT
R
D
W EST F A L L S L N
IVAN

S
T
SHE
D
A
N

C
T
CAPR
I

D
R
F
U
L
P

R
D
COREY DR
SOUTH

P
O
I
N
T

D
R
G
O
L
D

C
T
E A S TSHORECR
DA
N
L
I
A

R
D
COOK FARM RD
BLACKTHORNE DR
SHELBY

R
AE
CT
LU
T
O
N

R
D
ARAPA
H
O
EDR
FIELDSTRE A MDR
GR
A
C
E

M
E
A
D
O
W
S

C
T
BAYWO
O
D

D
R
TYSO
RRD
CROSSINGCREEKDR
PI
L
O
T

V
I
E
W

D
R
L
E
N
A
-
N
O
R
A
L
N
COGANLN
Z
E
BE
DEE
LN
N E W B E R R Y ST
C
O
L
G
A
T
E

R
D
ALTAVISTADR
LOYO
L
A
D
R
R O C KY LN
E
L
B
R
E
E
LN
BRA N DY

T
RACE
L
N
B
R
A
N
S
ONRD
MG TR
GROVE DR
G L O R Y R D
BERNICE DR
MERCHANTSLAKERD
HOLT PARRISH LN
GU
I
L
F
O
R
D

C
O
U
N
T
Y
FO
R
S
Y
T
H

C
O
U
N
T
Y
[Figure 3D. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section B-C
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool































































































²²ï ²²
æ
²²²²
²²²²
²²
æ²²
!]
²²²²k ²²
2
¹º
æ
²²
²ı
²²
k !Í
²²²²²²
!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F!F!F!F!F!F!F!F!F!F!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F !F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
!F
R
-
2
4
1
3
C
Clevenger(Canter HillStables)
Pegram
Hardin
Neil
Cook
Cook
Sharon
Combs
King
KingDavenport
Lawson
Angel
Cook
Vernon
Vernon
Warren
840
837
839838
836
835
833
834
5
Stokesdale Town Parkat Martin Meadows
StokesdaleElementary
12
13
Countryside VillageRetirement Community £¤220
£¤220
£¤158
£¤158
rÉ65
rÉ68
rÉ68
rÉ65
Summ erf ield
Stokesdale
U
S
2
2
0
U
S
-
2
2
0
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
5
SPOTSWOOD
RD
S
R
-
2
1
0
4
NC 65 NC-65
ANGEL-PARDUERDSR-2102
ELLISON

R
D

S
R
-
2
1
0
7
SPRINGDALEMEA D O W CT SR-4892
NC HIGHWAY68NNC-68
THOMAS RD S R -3 8 4 7
U
S
H
I
G
H
W
A
Y

2
2
0
N
U
S
-
2
2
0
NC HI
G
H
W
A
Y

6
5

N
C
-
6
5
E
V
E
R
S
F
I
E
L
D

R
D

S
R
-
2
1
0
9
U
S
H
I
G
H
W
A
Y
2
2
0
N
U
S
-
2
2
0
HOLLY
GLEN
DR
SR-4848
U
S
-
2
2
0
OAK CRE E K D R SR-484
7
US H I G H W A Y 1 5 8 U S -1 5 8
P
R
O
V
I
D
E
NC
E
N
O
RT
H
DR
SR-
4
88
2
S
O
U
T
H
A
R
D
RD
SR-2103
L
A
U
R
E
N

R
D

S
R
-
1
1
0
3
PA
T
R
I
C
I
A

D
R

S
R
-
3
8
2
8
MO
R
I
T
Z

D
R

S
R
-
2
2
3
9
SR-
5
0
0
7
OGBURN
MILLRDSR-1100
NC 6
8

N
C
-
6
8
ATH
E
N
S

R
D

S
R
-
2
1
0
1
SPRINGBIRCH
DRSR-4890
CURRAGHMORE
CTSR-5041
BELEWS CREEK R D N C -6 5
FAIRLAWN DR SR-2302
SR-2104
L E S T E R R D SR-2048
NC H
I
G
H
W
A
Y

6
8

N

N
C
-
6
8
SR
-
3
9
2
8
LAWRENCE
RDSR-1210
SPRINGDALE
M
E
A
D
O
W
D
R
S
R
-
4
8
9
1
ROXIE RD SR-1211
WEN
D
Y

G
A
Y
L
E

D
R

S
R
-
4
6
3
5
AL
D
A

R
D

S
R
-
4
8
0
2
MEADOW SPR I N G S D R S R -5 0 3 5
HOLLY
GLE
N
C
T
SR-4870
SR-2104
ADANO RD SR-2199
SHOELINERDSR-2108
HU
N
T
I
N
G

C
T

S
R
-
4
8
9
3
FLATROCK
RD
SR-2105
K
A
NDI
DR
SR-4636
HUNTING
CT
SR-4893
FRIDDLEWO
O
D
DR S R-2 1 10
MILLRUNRDSR-2106
B
&

G

C
T

S
R
-
5
1
0
9
M U R P H Y R D S R -2 3 0 0
ELLISON MHP
C R Y S T A LCT
H O R S E F A R M R D
E LLISON MHP
SPRINGBIRCH DR
FAWN TRAIL DR
W
A
L
T
E
R

C
O
M
B
S

R
D
HO
L
L
Y

G
L
E
N

D
R
FR
I
D
D

L
N
SP
I
C
E
R

L
N
S
O
U
T
H
E
R
N

M
E
A
D
O
W
S

D
R
RUSH SPRINGS CT
A N GE L -PARDUE
RD
TH
O
R
N
G
A
T
E

R
D
W
A
L
T
E
R
COMBSRD
MOORESMILL
R
D
AD
A
N
O

R
D
KINGSBRANCHDR
POND
RIDGE D R
MOO
R
E
S

M
I
L
L

C
T
TH O M A S R D
B ERNICE DR
D
E
E
P
V
A
L
L
EY
RD
EXCALIBERDR
KNIGHTVILL A G E CIR
AGATHADR
AT
A
N
D
O

D
R
SHOELINE
RD
M
A
R
L
O
W
R
D
C
O
R
DAY
DR
PURGASON LN
CRO
O
K
E
D

O
A
K

D
R
F
L
AT
R
O
C
K
R
D
COUNTRYSIDEAPTS
PEONY
DR
CL
A
Y
W
O
O
D

D
R
TRE
E
L
I
N
E

R
D
GILROC K
CT
MILLR
U
N
R
D
M
I
LL
RU
N
R
D
[Figure 3E. Community ContextR-2577Forsyth - GuilfordUS 158 Improvements From north of Business 40/US 421 in Winston-Salem to US 220 in Stokesdale
0 1,200 2,400 3,600
1 INCH = 1,200 FEET
Map Data Sources: NCDOT; NC OneMap; USGS; Winston-Salem/Forsyth County;Guilford County; NC DEQ; CALYX Engineers and Consultants. Map Date: 3/27/2018
County Boundaries
Municipal Boundaries
Water Body
Stream
Parcel Lines
DCIA
Railroad
Map Grid Line
Residential Neighborhood
Locally Proposed Pedestrian Facility
Mountains-to-Sea Trail Route!F !F
Winston-Salem Transit Route 94
Public Park
Duke Power Land Holdings
Local Plan = Future Activity Center
Section C
Slope Stakes + 40-Foot Buffer
Nearby TIP Project
Recent Development - Residential
Recent Development - Commercial
Active Farm Operation
Farmland Preservation Trust Property
Voluntary Agricultural District (VAD)
Slope Stakes Line
Future Northern Beltway Corridor
Northern Beltway Right-of-Way(R
W (R
W
Proposed Greenway/Multi-Use Path!!!!!! ! ! ! !
Locally Proposed Bicycle Facility
k Child Care Facility
!Í Pet Care Facility
Emergency Management Resource©
!]Other Community Resource
Business - Industrial²
Business - Professional²
¾l Gas Station
Business - Commercial²
À¿Bus Stop
Churchæ
ï Cemetery
¹ºSchool

Stormwater Management Plan
& Permit Drawings
R-2577 Section A

(Version 2.08; Released April 2018)
37405.1.2 TIP No.:R-2577A County(ies):Forsyth Page 1 of 3
TIP Number:Date:
Raleigh, NC 27610
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
Yes N/A
NoDeck Drains Discharge Over Water Body?(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)
The existing typical cross section for US 158 is a two lane highway with 12' lanes and
2' open shoulders.
35,000
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Water Supply III (WS-III)NCDWR Surface Water Classification for Water Body
N/ABuffer Rules in Effect:SEW
None
23,600
The proposed typical cross section of US 158 will be a four lane divided highway with (2)-
12' lanes each direction and 2'-6" curb and gutter on the outside lanes. For the majority
of the roadway facility it will have a raised grass median with 1'-6" curb and gutter,
protected turn lanes and turn bulbs.
Waterbody Information
2017
NCDWR Stream Index No.:
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The widening of US 158 between Old Greensboro Rd and Belews Creek Rd will involve alignment improvement, adding lanes, drainage improvements, new structures such as
dual bridges and culvert extensions. The project also includes signal improvements and utility relocations . There are three major crossings on the project providing adequate
cross sectional openings to allow water to travel under US 158 without impacting any structures adjacent to the project. The three major crossings consist of a set of dual
bridges and two RCBC extensions. Drainage outfalls along the project have been analyzed to verify stability as well as outlet protection has been incorporated into the design
for all proposed drainage improvements. Areas of the project around jurisdictional features have incorporated steeper side slopes of 2:1 to minimize impacts. The first 75
percent of the project is located in the Yadkin Pee-Dee river basin and the remaining 25 percent of the project as you travel though the NC-66 intersection transitions to the
Roanoke river basin. Neither river basin adheres to buffer requirements.
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NC Department of Transportation Address:
General Project Information
R-2577A37405.1.2
WBS Element:
Roadway WideningWBS Element:
RK&K: Brent Huskey, PENCDOT Contact:
919-707-6757
Suite 350
Raleigh, NC 27609
Contractor / Designer:
919-878-9560
[e-mail]
Address:
3/8/2021
ForsythWalkertown
Erik Seiler, PE
1000 Birch Ridge Drive
900 Ridgefield Drive
River Basin(s):
City/Town:
66.6
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Commercial / Residential
Lowery Mill Creek
Roanoke
19-94-12-3-(0.5)
34.8
5.76
Project Description
Proposed Project
Yadkin-Pee Dee
None
Supplemental Classification: None
Wetlands within Project Limits?
(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:37405.1.2 TIP No.:R-2577A County(ies):Forsyth Page 2 of 3
Aquatic T&E Species?No Comments:
No N/A
N/A
Aquatic T&E Species?No Comments:
No N/A
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)
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
SEL Buffer Rules in Effect:N/A
WBS Element:
Surface Water Body (2):
Left Fork Belews Creek
Buffer Rules in Effect:N/A
Additional Waterbody Information
Martin Mill Creek NCDWR Stream Index No.:
NCDWR Stream Index No.:22-27-5
12-94-12-3-1
None
NRTR Stream ID:
Water Supply III (WS-III)Primary Classification: NCDWR Surface Water Classification for Water Body
Supplemental Classification:
None
None
N/A
Supplemental Classification:
Other Stream Classification:
Impairments:
SES
NRTR Stream ID:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
None
Class C
None
Primary Classification:
Impairments:None
Other Stream Classification:
(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)
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Surface Water Body (3):
Deck Drains Discharge Over Water Body?
NCDWR Surface Water Classification for Water Body
(Version 2.08; Released April 2018)
TIP No.:R-2577A County(ies):Forsyth Page 3 of 3
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
-L- 252+50 RT
36.1656162, -080.1370451
Preformed Scour Holes and Energy Dissipators
0.8
WBS Element:
Lowery Mill
Creek17
Highway Stormwater Program
Additional Comments
North Carolina Department of Transportation
V10
(fps)
Energy Dissipator
Type
PSH
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
BMP
Associated w/
Buffer Rules?
Pipe1.1Class 'B'
Q10
(cfs)
Pipe/Structure
Dimensions
(in)
5.4 No24
* 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.
VICINITY MAP (NTS)
5010912.3
0
911.905012912.7
0
BL*4005 5013913.27 5014914.0
4
5015914.8
7
5016915.
7
7
5017916.54
5018917.34 5019918.10
502
0918.6
3
5021919.2
7
EL*4005
5022921.8
3
BL*4005
5023922.995024922.935025922.315026920.575027918.30
5028916.615029915.4
9
5030914.65
5031913.0
8
5032911.06
5033910.14EL*4005
5034909.59BL*40055035909.245036908.655037908.07EL*40055038907.91BL*40055039908.60 5040909.66 5041910.4
6
5042910.9
8
5043911.9
9
5044912.
3
4
5045913.50 5046914.3
1
5047914.9
8
5048915.
7
2
5051919.5
4
BL*3005 OC*3005
5052920.47
5053923.20
5054925.46EL*3005 OC*3005
505
5925.40BL*3005 OC*30055056923.085057920.935058919.6
75059919.0
5
EL*3005 OC*3005
5060924.965061923.615062923.245063922.06
5064919.58
5065917.69
5066916.045067914.8
6
5068912.655069911.6
3
5070910.
0
1
5071909.615072909.495075906.25BL*4005
5076906.095077905.695078905.08EL*40055081907.88BL*40055082908.335083908.855084909.35 5085909.665086909.69
5087909.875088909.90EL*4005
5089909.66BL*4005
5090909.575091909.
1
2
5092908.765093908.92
5094909.55EL*4005
5095908.08BL*40055096907.295097906.905098906.545099905.30EL*4005
5100907.75
910.4
9
5102910.88 5103911.06 5104911.5
0
5105910.
6
0
5106909.96
5107909.815108910.0
1
5109910.52
908.28BL*3005 OC*3005907.67908.67
910.2
9911.15EL*3005 OC*3005
910.
7
5BL*3005 OC*3005
909.70
908.29
907.72
908.79EL*3005 OC*3005
5120903.67BL*4005902.605122901.9
2
5123901.1
2
5124899.925125898.
1
5
5126897.725127896.915128895.825129894.98
5130893.13EL*4005
902.495132901.96BL*40055133901.
5
8 5134901.9
6
5135902.78 5136904.
1
5 5137905.86 5138906.585139907.28EL*40055140904.1
1
BL*3406903.745142902.945143901.39
5144899.875145898.925146898.555147897.305148895.755149894.80
5150895.22
896.92
5152897.91EL*34065153897.97BL*34065154896.945155895.645156894.64EL*34065157894.34BL*34065158895.30 5159896.70 5160897.97 898.84 5162899.905163901.31 5164902.54 5165903.545166904.29EL*3406
5167910.6
0
BL*4005
5168910.63
5169911.0
7
5170911.45912.03
5172912.59
5173913.35
5174913.5
9
5175913.5
2
5176912.
6
8
5177910.57
5178908.73EL*40055179900.13BL*40055180898.55898.975182898.735183898.43 5184900.44 5185901.04 5186900.60 5187901.75 5188903.64 5189904.645190904.66EL*4005904.20BL*4005
5192903.845193902.225194900.285195900.405196900.16
5197898.405198896.845199895.945200898.205201898.21
520
2898.48
5203899.79EL*4005
5204897.05BL*40055205895.485206894.615207893.71EL*40055224895.935225897.315226897.855227898.235228898.075229897.465230894.955231894.455232893.535233893.1
8
5234894.
1
0
5235902.1
2
5236902.60 5237903.32 5238905.35 5239907.47 5240907.86
5241908.68 5242911.0
0 5243910.49
5244910.
0
9
5245911.96
5246914.
4
1
5247915.74
5248910.6
9
BL*3301 OC*3301
5249911.04
5250911.
5
9
5251912.1
8
5252912.8
1
5253913.4
4
525
4913.84
5255913.93
5256913.85
5257913.35
5258911.86
5259909.95
5260908.93EL*3301 OC*3301
5261909.01BL*3301 OC*33015262911.1
2
5263912.8
25264913.
5
25265914.3
4
526
6914.6
7
5267915.2
0
5268915.6
8
5269916.0
8
5270916.3
5
5271916.5
2
5272916.8
2
5273916.9
3
5274917.0
3
5275917.0
6
5276916.9
8
5277916.7
8
5278916.5
4
5279916.3
5
EL*3301 OC*3301
5280916.
6
2BL*4005 5281916.92
5282917.
4
5
5283917.
3
0
5284917.
4
5
5285917.57
5286916.78
5287916.88
5288916.62
5289916.02
5290915.85
5291914.
7
1
529
2914.0
4
5293913.2
9
5294911.72
5295909.29EL*40055296892.49BL*40055297890.795298889.
1
4
5299887.655300886.875301886.025302884.975303885.00EL*40055304884.99BL*34065305885.72 5306886.63 5307887.52 5308888.875309891.
0
2EL*3406886.31BL*4005
5312885.665313884.905314884.095315883.655316883.225317882.845318881.8
7
EL*40055320
5321884.81 5322885.63 5323886.09 5324887.265325888.325326888.98EL*34065327889.93BL*40055328888.755329887.535330886.415331885.78EL*4005
5337914.8
9
BL*30045338915.2
4
5339915.7
2
5340916.1
2
5341916.3
4
5342916.4
0
5343916.7
3
5344916.9
5
5345917.0
4
5346917.1
0
5347917.1
1
5348917.0
2
5349916.8
2
5350916.5
9
5351916.4
3
EL*3004
5356916.33BL*3004
5357916.61
5358916.78
5359917.07
5360917.22
5361917.33
5362916.
5
9
5363917.30
5364917.24
5365917.17
5366916.965367916.
8
1
5368916.63
5369916.62
5370916.33
5371915.96
5372915.55
5373915.
7
2
5374915.17
5375915.09
5376914.80EL*3004
5377905.30
5378916.9
6
BL*35305379917.24
5380917.7
7
538
1917.7
3
5382917.1
0
5383917.
0
7EL*3530 5384911.37BL*3301 OC*3301
5385911.
2
0
5386911.0
0
5387911.115388911.115389911.545390912.2
1
5391912.8
8
5392913.7
1
5393914.4
5
5394915.0
0
5395915.2
8
EL*3301 OC*3301
5396915.
8
2BL*4005 5397915.
2
6
5398914.
5
4
5399913.
9
8
5400913.0
9
5401912.
2
6
5402911.8
1
5403911.6
4
5404911.11
5405911.90 5406911.21 5407911.86 5408912.9
0
5409913.
4
2
5410914.
8
1 915.78
5412916.95
5413918.5
2
5414919.9
9
EL*40055415914.73BL*40055416915.8
35417915.185418913.
6
45419911.875420909.845421908.295422906.1
9
EL*40055423906.56BL*4005
5424909.1
3
5425911.71
5426914.
1
4
5427914.9
9
5428915.1
4EL*4005
5429916.
2
35430915.2
1
5431914.
0
3
5432912.985433911.5
0
5434909.595435908.845436906.96 5437905.66BL*4005
5438903.425439900.955440898.505441896.1
1
5442895.365443895.445444895.155445894.565446893.285447891.795448890.255449889.41EL*40055450888.90BL*40055451889.045452889.66 5453890.015454890.79 5455890.15EL*4005
5456891.
7
2
5457892.26 545
8892.545459891.92
5460893.24 5461894.51 5462896.76 5463899.05
5464893.38BL*4005
5465893.965466893.995467894.035468893.335469892.69EL*4005
5470891.
4
8BL*40055471891.80547
2891.30EL*4005
5474902.65 5475905.87
5476902.51
5477908.08
5478900.605479898.475480896.455481893.1
15482891.38
5483890.47
5484893.72
5485911.3
2
BL*30045486911.115487910.9
9
5488911.12
5489911.43
5490912.03
5491912.88
5492913.655493914.3
1
5494914.8
3
5495915.3
0
5496915.7
1
5497916.18EL*30045498916.0
9
BL*30045499916.2
8
5500916.0
4
5501915.5
8
5502915.2
3
5503914.6
9
5504914.0
3
5505913.3
0
5506912.5
6
5507911.8
8
5508911.4
0
5509911.2
2
5510911.2
6
911.
4
4
5512911.56
5513911.36EL*3004 5526920.24BL*4005
5527920.97 5528922.01 5529923.09 5530924.22 5531925.30 5532926.72 5533927.67 5534928.76EL*40055535925.485536925.465537924.93 5538926.25BL*40055539925.565540924.
1
3
5541921.
8
6
5542920.495543918.3
5
5544917.8
9
5545916.655546914.
9
05547913.8
8
5548914.
6
7EL*40055549910.4
6
5550912.19
5551911.79
5552912.3
9
555
4913.43BL*40055555912.
8
85556912.
4
6EL*40055557913.4
2
5558914.
0
6
5559915.5
1BL*4005 556
0915.63 5561915.4
5
5562920.26 5563921.3
5
5564921.4
6
5565923.42EL*4005
5566909.88
5567910.455568908.255569906.70557
0906.315571906.945572904.235573903.76
5574908.1
7
5575911.8
85576911.495577906.94
557
8920.69BL*40055579919.
4
5
5580919.84 5581920.82 5582921.6
5
5583922.385584922.
1
3
5585921.9
6
5586922.855587923.
1
6
558
8924.015589923.725590923.505591922.815592922.225593921.46EL*40055594916.63BL*4005 5595916.78 5596917.7
5
5597918.6
8
5613923.885614925.645615926.085616926.1
8
5617926.77
5618928.05 5619929.43 5620929.20 5621924.795623923.375624922.795625922.48EL*3003
5627923.07
5628924.05
5629924.265630924.1
5
5631924.035632924.275633924.295634923.845635923.54
5636923.415637923.50EL*3003
5639923.65
5640923.82
5641924.11
5642924.43
5643924.51
5644924.505645924.74EL*3003
5646923.69
5647922.
1
3 5648922.30
5649922.325650921.3
4
5651922.87 5652923.69
5653923.01 5701924.92BL*4005 5702925.98 5703926.87 5704927.645705928.11EL*4005
5706926.51BL*40055707925.655708924.905709923.74
5710922.89EL*4005
923.79BL*40055712925.665713926.51 5714927.44 5715927.93EL*4005
5716929.81
5717929.44
5718929.515719926.95
572
0926.095721924.015722924.705723923.29
5724923.75
5725925.1
8
5726913.
7
2
5727913.5
6
BL*34105728912.265729911.115730911.135731914.69
573
2914.6
0
5733911.5
8
5734910.
0
9
5735908.495736907.005737903.615738899.985739897.375740895.245741892.985742892.
1
1
5743891.6
9
5744890.90EL*3410
5745915.0
8
BL*3301 OC*3301
5746915.6
2
5747916.0
9
5748915.9
3
5749916.1
3
5750916.6
2
5751916.7
2
5752916.
7
5EL*3301 OC*3301
5753915.
5
3BL*4005
5754916.13
5755916.68
575
6916.4
6
5757916.67
575
8916.39
5759916.15
5760915.71
5761916.
4
3
5762916.
2
5
5763915.
9
3
5764915.
2
0
5765915.
2
2EL*4005
5772916.16BL*3004
5773916.21BL*4005
5774916.61BL*30041
5775917.06
5776916.655777916.5
9
5778916.9
6
5779917.00
5780917.36
5781917.66
5782917.255783917.2
0
5784917.5
0
5785917.54
5786917.93
5787918.16
5788917.765789917.7
1
5790917.8
6
5791917.90
5792918.33
5793918.37
5794917.965795917.9
2
5796917.9
1
5797917.95
5798918.36
5799918.36
5800917.925801917.8
7
580
2917.8
8
5803917.94
5804918.28
5805918.29
5806917.94
5807917.90
5808917.
9
3
5809917.9
0
5810917.
9
5
917.
9
1
5812918.
3
1
5813918.
3
1
5814918.
4
7
5815918.
0
6
5816918.0
3
5817918.045818918.0
9
5819918.5
1
582
0918.4
7
5821918.06
5822918.02
5823918.10EL*30045824918.17EL*4005
582
5918.5
7
EL*30041
6452871.3
3
BL*3001 OC*3001
6453870.
1
6
6454869.46
6455869.246456869.25BL*3002 OC*3002
6457869.286458869.31
6459869.436460869.37
6461869.666462869.76
6463870.426464870.49
6465871.
5
96466871.5
7
6467872.536468872.69 6469874.09
6470874.27 6471876.536472876.39
6473878.946474878.78 6475880.90
6476881.12
6477883.366478883.20 6479885.65
6480885.69 6481887.646482887.56 6483889.586484889.70 6485891.3
9
648
6891.2
7
6487892.996488893.1
0
6489894.596490894.53 6491895.906492896.02 6493896.75649
4896.666495897.1
5
6496897.28 6497897.896498897.416499897.97
6500898.466501898.746502898.20 6503899.32
650
4899.72 6505900.626506900.23 6507900.89
6508901.3
6
6509902.1
3EL*3002 OC*3002
6510901.81EL*3001 OC*3001
902.53BL*3002 OC*3002
6512902.83BL*30021 OC*30021
6513902.03
6514902.286515901.33
6516901.5
66517900.46
6518900.676519899.42
6520899.686521898.666522898.456523897.45
6524897.646525896.75EL*3002 OC*3002
6526896.356527895.006528893.616529891.97
6530890.216531888.356532886.556533884.216534881.806535879.646536877.396537875.206538873.066539871.
2
7BL*4005
6540871.55
6541869.536542869.366543867.49EL*4005
6544867.656545866.556546865.336547864.276548863.91EL*30021 OC*30021
6549863.84BL*3001 OC*3001
6550864.63 6551865.57 6552866.396553866.54BL*3002 OC*3002
6554867.226555867.066556867.006557866.996558867.1
9
6559867.216560867.206561867.396562867.776563867.566564868.206565868.306566868.606567868.536568868.766569868.70
6570869.096571869.1
2
6572869.676573869.66
6574870.746575870.736576871.6
8
6577871.6
76578872.1
8
EL*3001 OC*3001
6579872.20EL*3002 OC*3002
6580872.26BL*3008 OC*3008
6581871.1
6
6582870.1
3
6583869.50
6584869.23
6585869.07
6586869.31EL*3008 OC*30086587869.616588868.74
6589863.23BL*3001 OC*3001
6590863.66BL*3002 OC*3002
6591864.32BL*30021 OC*30021
6592864.296593864.1
1
6594865.456595865.596596865.65 6597866.976598866.936599866.82 6600868.036601867.95
6602869.316603869.436604869.49 6605871.
8
8
6606871.76
6607871.6
5
6608874.036609874.066610874.08 876.236612876.1
9
6613876.18
6614878.346615878.436616878.74 6617880.93
6618880.776619880.67 6620882.976621883.1
96622883.32 6623885.65
6624885.446625885.29 6626887.476627887.596628887.87 6629890.65
6630890.416631890.32 6632892.126633892.226634892.50 6635894.00
6636893.686637893.50 6638894.896639895.
1
06640895.38 6641896.94
6642896.506643896.22 6644897.836645897.846646897.866647897.906648897.926649898.1
66650898.41
6651899.066652899.316653899.86 6654900.97
6655900.68
6656900.45 6657901.
6
46658901.9
06659902.306660902.58EL*30021 OC*30021
6661902.31EL*3002 OC*3002
6663902.89BL*3002 OC*3002
6664903.1
5
BL*3008 OC*3008
6665902.84BL*30021 OC*30021
6666902.426667902.806668902.536669901.
7
9
6670902.08
6671901.
6
9
6672900.766673900.896674900.656675899.786676899.956678898.616680898.366681897.206682897.346683897.246684895.806685895.806686895.776687894.206688894.
1
9
6689894.216690892.636691892.626692892.546693890.846694890.466695890.436696887.25EL*3002 OC*3002
6697887.296698887.29EL*30021 OC*30021
6699885.946700883.486701880.846702878.426703876.236704873.906705871.5
5
6706869.736707867.236708865.426709864.03EL*3008 OC*3008
6710862.79BL*3301 OC*3301
863.72 6712865.27EL*3301 OC*3301
6713864.95BL*3005 OC*3005
6714864.10
6715863.62
6716863.65EL*3005 OC*3005
6717865.14BL*3005 OC*30056718865.246719865.416720866.256721866.63EL*3005 OC*3005
BL*3003CL*3003
6749866.80BL*4005
6750867.056751866.676752866.596753866.40CL*40056754865.80BL*40056755866.51
6756866.606757865.87CL*4005
911.84
872.8
1
893.19
904.
2
2
925.90
901.92
875.7
3
875.7
6
893.28
925.2
6
910.19
5000912.
9
8BL*3003 OC*3003
500
1911.60
5002910.
4
2
5003910.7
9
EL*3003 OC*3003
5004910.60BL*3003 OC*30035005910.
3
4
5006911.375007911.915008912.
2
55009912.
5
4EL*3003 OC*3003
5622924.45BL*30035622924.45BL*3003
5626922.52BL*3003 5638923.67BL*30035666923.54
5665923.02
5664922.745661922.765660923.59
5659923.905658924.225657925.565656925.04
5655924.20
5654923.76
6662901.6
0
EL*3001 OC*3001
909.3
7
BL*3001 OC*3001
915.
7
4
916.9
5
6279917.1
4
914.27
5827918.17
5826918.11
582
8918.60
582
9918.5
6
5830918.12
5831918.06
5832917.88
5833917.93
583
4918.39
5835918.0
2
5836917.59
5837917.56
5838917.27
5839917.31
584
0917.7
3
584
1917.32
5842916.88
5843916.84
5844916.29
5845916.33
584
6916.77 5847916.16
5848915.72
5849915.68
5850915.11
5851915.165852915.5
4
5853915.4
2
5854915.0
5
5855914.9
9
5856914.86
5857914.92
5858915.295859915.
2
6
5860914.
9
3
5861914.
8
5
586
2914.7
6
5863914.81
5864915.21
5865915.86
5866915.425867915.4
0
5868916.0
0
5869916.03
5870916.44
5871914.7
1
5872914.7
7
5873914.4
5
5874913.84
5875913.
2
2
5876911.52
5877908.99
5878907.585879907.69
5880909.90
5881912.085882913.0
55883913.
4
8
5884914.
0
55885914.215886914.18 5887913.5
4
5888912.8
2
5889912.
0
4 5890911.53 5891911.0
8
5892911.1
2 5893911.2
5
5894911.49 5895912.0
1
5896912.
3
2
5897912.94 5898913.8
7
5899914.
9
5
5900916.12 5901917.2
1
5902918.
5
4
5903919.
9
0
5904921.30 5905922.36 5906923.38 5907924.05 5908925.
1
1
5909925.73 5910927.07 928.1
0
5912928.905913929.10
5914927.985915926.595916925.1
0
5917923.895918922.795919921.6
0
5920920.215921919.0
2
5922917.73
5923916.
5
1
5924915.2
1
5925913.
9
2
5926912.8
6
5927911.9
6
5928911.48
5929911.4
2
5930911.85
5931912.47
5932913.3
8
5933914.3
2
5934914.4
0
5935914.3
7
5936913.
8
1
5937912.97
5938910.
7
9
5939909.94
5940909.43
5941911.5
9
5942913.7
1
5943914.8
3
5944914.4
1
5945914.8
4
5946915.1
3
5947913.455948914.1
55949914.7
15950915.0
9
5951915.2
3
5952915.7
3
5953916.1
5
5954916.5
6
5955916.8
4
5956917.155957917.2
9
5958917.3
0
5959917.2
1
5960916.9
7
5961916.6
35962916.90
5963917.31
5964917.59
5965917.65
5966917.61
5967917.48
5968917.26
5969916.93
5970916.58
5971915.81
5972915.20
5973914.54
5974913.59 5975912.4
5
5976912.
0
2 5977911.71 5978911.8
4 5979912.11 5980912.
7
5
598
1913.73 5982914.6
5
5983915.89 5984917.2
7
5985918.
7
2
5986920.00 5987921.
2
5
5988922.54 5989923.73 5990924.96 5991926.27 5992927.63 5993928.53 5994929.265995929.465996928.1
3
5997926.375998924.955999923.296000922.016001920.246002919.0
6
6003917.
7
3
6004916.2
7
6005914.79
6006913.3
5
6007912.
4
6
6008911.99
6009911.9
5
6010912.16912.3
5
6012912.
7
3
6013913.636014913.8
9
6015914.39
6016915.02 6017913.8
7
6018913.
0
2
6019912.
4
0
6020912.17 6021912.16 6022912.
4
6
6023913.20 6024914.2
8
6025915.4
9
6026916.
7
1
6027918.306028918.2
9
6029917.16
6030916.01
6031914.
7
8
6032913.
5
9
6033912.
7
1
6034912.1
8
6035911.976036912.0
6
6037912.67
6038913.72
6039914.71
6040912.2
5
6041912.
9
4
6042913.9
4
6043914.8
9
6044915.6
5
6045916.2
0
6046916.8
9
6047917.2
2
6048917.5
6
6049917.8
3
6050917.8
9
6051917.8
2
6052917.6
4
6053917.4
3
6054917.1
2
6055917.0
6
6056917.1
0
6057917.
5
1
6058917.
8
1
6059917.
3
8
6060917.
3
2 6061917.6
1
6062917.6
4
6063918.0
86064918.2
1
6065917.7
76087917.0
8
6088918.2
26089918.04
6090918.
5
26091918.40
6092917.7
6
6093917.
8
3
6094917.
9
0
6095917.7
1
6096917.6
8
6097911.2
9
6098911.5
1
6099912.4
0
6100913.4
1
914.
5
3
6102915.
5
1
6103916.
7
1
6104917.
9
3
6105919.
0
5
6106920.00 6107921.1
5
6108921.6
2
6109922.36 923.70 924.85 925.83 927.05 928.20 929.03929.20928.17926.98925.706120924.61923.336122922.246123921.2
5
6124920.236125919.
2
7
6126918.
2
6
6127917.
1
0
6128915.99
6129914.94
6130913.
8
4
912.
8
6
6132912.1
8
6133911.6
3
6134911.336135911.286136911.58
6137912.12
6138912.9
2
6139913.8
0
6140914.4
6
915.106142915.5
5
6143916.0
5
6144916.3
2
6145916.6
9
6146916.9
6
6147917.116148917.2
0
6149917.146150917.0
3
916.7
4
6152916.3
7
6153916.18
6154916.
4
2
6155916.
7
7
6156917.
4
2
6157917.
4
9
6158917.
3
5
6159916.
9
3
6160916.
4
8
915.
7
3
6162914.
8
7
6163913.
7
1
6164912.
6
6
6165911.9
3
6166911.6
3
6167911.65
6168911.93
6169912.4
7
6170913.2
6
914.4
7
6172915.7
6
6173916.8
2
6174918.
0
6
6175919.
0
1
6176920.03 6177920.91 6178921.
9
2
6179922.91 6180923.98 925.30 6182926.45 6183927.45
6184887.37
6185891.26
6186892.786187893.466188893.866189894.516190895.28895.876192897.066193897.506194897.83
6195898.65 6196895.82 6197893.98 6198893.1
6
6199892.1
5
6200891.86
6201890.88 6202890.27 6203889.63 6204889.1
7
6205887.916206889.36
6207889.226208891.
2
3
6209891.2
9
6210892.23
892.796212892.94
6213892.636214892.99
6215892.956216893.78
6217893.506218894.59
6219895.1
3
6220896.336221896.
1
2
6222896.396223893.80 6224894.46 6225892.646226890.73
6261916.2
8
6262916.6
8
6263916.9
4
6264917.
0
16265916.
7
66266916.3
66267916.2
0
6268915.9
0
6269915.6
0
6270915.11
6271914.
8
0
6272914.
7
6
6273915.1
7
6274915.53
6275916.0
1
6276916.31
6277916.
8
1
6278917.0
2
6279917.1
3
6280917.0
5
6281917.0
7
6282916.5
7
6283915.82
6284915.02
6285914.
4
6
6286914.11
6287914.7
8
6288915.72
6289916.5
5
6290916.5
1
6291915.56
6292914.78
6293913.71
6294913.54
6295914.
4
6
6296914.
7
2
6297913.
9
2
6298913.1
8
6299914.1
3
6300915.1
4
6301915.04
6302914.98
6303914.
9
4
6304914.9
8
6305915.61
6306915.94
6307916.08
6308916.3
3
6309916.3
8
6310916.41916.3
8
6312916.3
3
6313916.25
6314915.6
5
6315915.
3
16316914.
8
7
6317915.
4
3
6318915.76
6319915.9
7
6320915.9
9
6321916.016322916.0
0
6323915.9
5
6324915.2
3
6325914.5
76326914.0
1
6327913.8
8
6328914.4
2
6329915.5
6
6331915.13
6332915.4
1
6333915.3
4
6334915.8
3
6335916.0
6
6336915.6
1
6337915.6
8
6338915.9
5
6339915.8
9
6340916.3
6
6341916.
5
4
6342916.1
0
6343916.1
6
6344916.2
4
6345916.1
2
6346916.
5
9
6347916.45
6348916.24
6349916.
3
2
6350916.
3
0
6351916.24
6352916.726353916.5
3
6354909.32
6355916.0
7
6356916.096357916.0
9
6358915.9
0
6359916.
3
2
6360916.
6
8
6361916.
9
8
6362917.1
1
6363917.1
4
6364916.5
66365916.4
9
6366916.4
8
6367916.
5
4
6368916.5
5
6369917.22
6370916.5
8
6371915.1
9
6372916.626373916.3
06374915.9
9
6375915.
9
9
6376915.
2
4
6377915.
7
2
6378915.8
8
6379916.19
6380916.
5
4
6409885.656410888.26889.326412890.506413891.066414892.586415895.406416894.846417893.426418891.2
1
642
0887.1
0
6421888.426422888.79 642
3891.10
6424893.00
6425888.1
0
6426890.226427888.11
6428885.36 6429886.32 6430885.21
6431883.056432885.24 6433883.1
3
6434882.976435883.27 6436880.456437880.62
6438881.19
6443879.
4
5
6445877.6
1
6449880.47
6450880.92
645
1881.0
6
6444877.6
1
15000883.
1
1
1500
1884.121500
2884.171500
3
883.9815004884.2515005884.31
15011879.9
0
15012882.1
6
15013882.3
215014882.6
315015882.99
15021882.641502
2883.511502
3883.8515024883.6715025884.03
893.19
904.
2
2
911.84
914.27
925.90
875.7
6
893.28
901.92
875.7
3
910.19
925.2
6
872.8
1
909.3
7
6758863.49 6759864.24 6760864.95 6761865.936762866.526763866.336764866.536765867.1
76766868.176767868.26
6768868.386769868.856770869.256771869.306772868.586773868.1
9
6774867.586775866.096776866.03
6777868.01
6778869.536779870.1
6
6780870.216781871.016782871.7
6
6783870.78
6784870.49
6785869.686786868.496787868.386788867.866789866.1
0
6790865.266791865.896792866.61
6793865.956794865.94
6795862.26 6797868.10
6799867.626800867.22
6801866.46
6802865.60
6803864.83
6804864.586805863.966806862.526807861.
9
4
6808863.1
9
6809863.546810863.70864.336812864.666813864.28
6814867.18
6828863.52
6830871.3
0
6831870.23
6832869.43
6833869.04
6834869.42
6835870.02
6836870.86
6837872.45 6838874.29 6839876.42 6840878.80 6841880.88 6842882.76 6843885.08 6844886.88 6845888.94 6846891.3
7
6847893.55 6848895.03 6849896.50 6850896.96 6851897.44 6852898.40 6853899.416854899.416855898.426856897.496857897.296858896.226859897.30
6860895.94
6861894.70
6862896.346863895.006864893.276865894.976866893.58
6867891.
8
9
6868893.916869891.9
96870889.676871891.6
2
6872889.1
3
6873887.75
6874890.026875888.406876886.486877887.47
6878886.65
6879886.476880886.616881886.316882885.926883886.
1
2
6884886.556885886.666901883.356902885.316903882.606904880.52
6905882.546906880.146907877.766908879.286909877.306910875.23877.476912874.786913872.646914874.626915874.04
6916872.47
6917873.876918872.766919872.43
6920872.006921870.32
6922869.65 692
3870.62
6924871.2
96925870.626926871.6
9
6927872.37 6928879.35
6929876.
1
2
6930875.20
6931876.59
6932874.256933873.1
36934873.266935872.41
6936871.5
3
6937872.51
6938875.1
7 6939878.64 6940882.42
6941884.15
6942880.72 6943883.52
6944879.55
6945881.5
9
6946877.646947877.73694
8877.076949878.63
6950875.336952875.52
6974860.79 6975862.97
6976861.4
1
6977861.916978863.48
6979862.316980862.71
6981862.48
6982862.53
6983862.16
6984861.
5
3
6985860.53
6986861.3
7
6987862.91
6988864.26
6989863.37
6990863.12
6991863.14
6992863.63
6993864.77
6994864.72
6995864.546996864.44
6997863.976998863.986999863.977000863.797001863.807002863.787003863.717004863.517005863.25
7006861.
4
1
7007861.7
3
7008862.857009863.767010864.80866.47
7012866.1
9
7013866.29 7014866.91 7015867.64
7016866.74 7017868.84 7018872.00 7019874.57 7020876.68 7021879.02 7022881.
3
4
7023883.96 7024886.46 7025889.47 7026891.
3
9
7027893.07 7028894.55 7029895.827030894.417031893.537032892.557033890.997034889.387035886.087036882.757037880.407038878.247039875.887040873.387041871.4
0
7042870.277043868.617044868.527045867.087046865.89
7047865.28
7048865.79 7049866.917050866.63 7051868.
1
5
7052867.92 7053868.377054869.36
7055867.817056868.
1
9
7057867.07
7058865.777059862.77
7060867.347061867.237062868.907063869.51
7065866.967066867.987067869.
1
6
7068866.797069870.07 7070871.8
2
7071872.52 7072873.87 7073876.04
7074877.17
7075879.68 7076883.43 7077888.76 7078890.87 7079890.73 708
0891.8
7
7081888.887082888.237083886.547084883.52
7085881.887086880.467087874.017088872.927089871.93
7090872.
1
57091871.6
3
7092869.447093869.91
7094873.88 7095869.56 7096869.91 7097870.77 7098873.77
7099878.84 7100881.7
1
883.417102886.887103886.41
7104878.817105878.1
2
7106883.45
7107883.94
7108881.
5
1882.43885.40 885.84 887.67 889.72 892.66 895.23 898.1
4
899.55 900.35 7120899.93
7109884.20
6798867.55
6796861.9
7
866.61
7122864.367123864.64
7124863.537125862.017126859.1
0
7127860.1
0
7128857.90
7129864.94
7130860.18
856.55
7132867.03
7133863.01
7134897.387135897.26 7136898.45 7137899.29 7138900.31 7139900.957140900.87 901.21
7142901.
2
4
7143901.82
7144901.787149901.7
6
7150900.84900.1
7
7152899.877153899.227154898.987155897.747156897.067157896.18 7158896.02 7159894.07 7160890.70 886.76 7162882.297164879.457165877.50
7166885.58
7167884.557168884.52
7169882.49
7170881.8
0
881.
6
9
7172882.297173887.02
7174889.96
7175891.
3
2
7176892.447177895.
1
3
7178894.37
7179900.26
7180902.35902.1
4
7182902.367183901.
4
8
7184899.
1
2
7185896.887186894.697187894.357188893.
1
3
7189891.7
8
7190890.19
7196902.017197902.247198901.7
0
7199901.4
6
7200900.887201901.147202900.
1
2
7205899.317206898.667207898.967208897.947213897.807214898.047215897.767216897.047217895.88
7223901.
9
6
7224901.227225900.747226900.1
4
7227899.327228898.697229897.327230896.51
7231883.71
7232880.81 7233879.67
7234875.75 7235871.0
3
7236872.62 7237870.55
7238868.42 7239868.39
7240872.55
7241871.
2
2
7242868.86 7243868.97
7244868.09
7245867.707247866.76
7248866.227249865.737250866.00
7251865.577252867.047253867.807254867.247255866.997256866.47
7257866.027258871.
3
0
7259877.017260881.6
0
7261884.237262887.25
7203900.387204899.57
6227893.95
6229889.41
6230885.36
6231885.58
6232885.04
6233886.326236885.386237884.046238882.886239887.926242888.29 6247889.326248888.846253884.266254885.1
6
6255880.896381911.10
6382910.0
9
6383899.36
6388882.15
6389880.496390884.896391885.516392879.356397885.616398885.396402884.376403881.
7
7
6404880.777300866.347301862.43
7303860.35
7304855.107305856.427306860.657307860.977308858.69
7310848.55847.867312845.477313845.517314845.367315847.337316849.067317849.887319844.907320844.48
7321844.32
7322844.34
7323844.55
7324844.99
7325845.72
7326845.1
3
7327845.69 7264865.747265865.737266867.417267867.43
7268864.1
7
7269865.83
7270866.097271867.037272866.96
7273865.407274866.85727
5866.80
7276866.937277866.887278867.1
0
7279867.097280866.087281863.48
7282862.63
7283861.73
7284866.847285866.78
7286866.477287866.587288866.687289866.86
7290866.927291866.947292866.477293866.897294866.897295866.1
5
7296865.957297866.1
9
7298866.877299866.86
7263865.24
200.00'
200.00'
+83.79 -Y1RPD-
162.90'
;;
;
;
;
;
;
;;;;;
;
;
;
END C\A
END C/A 5049915.4
5
5050916.73
5073907.
9
5
5074906.73
5079904.8
2
5080902.
7
5
5208893.40
5209896.255210896.23896.215212897.625213897.625214897.595215898.615216898.595217898.535218898.555219897.575220897.565221897.575222896.
1
7
5223896.
1
4
5310886.
8
4
5332911.275333914.765334914.845335914.875336914.805352916.45BL*31255353916.455354916.385355916.39CL*3125
5473891.6
7
911.03BL*3125911.00910.9
4
910.9
7CL*3125907.
7
4
907.8
0
5520908.15908.2
5
5522BL*3125552355245525CL*3125
5553913.40
5767910.765768915.10BL*31255769915.105770915.04915.02CL*3125
INV=917.80'
6728865.606729865.226730865.416731865.346732865.156733865.456734860.14
6735860.13BL*4215
860.88EL*4215
6405878.786406878.636407879.636408879.59
7064868.14
901.9
3901.85901.88
901.9
0
880.08
900.74
902.15902.05902.02902.11894.7
5
893.9
0
7222897.
8
9
7246867.24
7220893.7
4
7221893.8
9
6234885.18
6235885.17
6240888.356241888.306243889.196244889.216245889.336246889.306249888.306250888.376251885.1
2
6252885.
1
1
6256880.906257880.776258882.726259882.75
6384885.326385885.25
6386882.086387882.086393886.
1
7
6394886.176395886.066396885.996399885.12
640
0885.036401883.82
7309847.5
3
24" HDPE24" HDPE
24" HDPE24" HDPE
901.85
INV=915.94'
200.00'
200.00'
6439878.386440878.486441879.246442879.74
6446878.436447878.936448879.70
1500
6883.24
15007882.98
15008882.85
15009882.52
15010882.06
15016882.91
1501
7883.01
15018882.67
15019882.51
1502
0881.70
DISTURBDO NOT
DISTURBDO NOT
DISTURBDO NOT
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
SITE 7
ENGLISH
SHEET 1 OF 23
PERMIT DRAWING
-L- Sta. 139+74.64
BEGIN BRIDGE
-L- Sta. 140+74.64
END BRIDGE
25 50 10050
=

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
F
i
n
a
l\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
t
s
h
.
d
g
n
F
k
e
y
s C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
50 25 50 100
10 5 10 20
NCDOT CONTACT:
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
STATEWIDE TIER
PE
2018 STANDARD SPECIFICATIONS
=
=V
=
=D 60%
=T
=FUNC CLASS ARTERIAL
SIGNALS, & UTILITIES
CULVERTS, SIGNING, STRUCTURES, RETAINING WALL,
GRADING, PAVING, WIDENING, DRAINAGE,
RFC
RELEASED FOR CONSTRUCTION
TOTAL LENGTH OF PROJECT R-2577A................... 5.380 miles
LENGTH STRUCTURE TIP PROJECT R-2577A........... 0.031 miles
LENGTH ROADWAY TIP PROJECT R-2577A............ 5.349 miles
DIVISION 9
FORSYTH COUNTY
R-2577A
37405.1.2
US 421 / I-40 BUS. TO SR 1965 (BELEWS CREEK RD.)
US 158 (REIDSVILLE RD.) FROM NORTH OF
R
-
2
5
7
7
A
WALKERTOWN
WINSTON-SALEM
STANLEYVILLE
KERNERSVILLE
Airport
Reynolds
Smith
Salem Lake
Middle Fork
W est B
elew
s C
reek
Mill Creek
Ab
b
o
tts C
ree
k
CROSSROADS
GRIMES
(SR 2456)Old Walkertown Rd.
(S
R
1992)
S
ullivantow
n R
d.
(S
R

2
0
2
4
)
S
c
h
o
o
l R
d
.
O
ld
V
a
lley
(S
R 2649)
Hopkins Rd.
(SR 4315)Kernersville Rd.
(
S
R
1
7
2
5
)
U
n
i
v
e
r
s
it
y
P
k
w
y.
(
S
R 2
2
0
7)
R
ural
H
all
R
d.
N
o
rf
ol
k
S
o
ut
h
e
r
n
R
R
Norfolk Southern RR
4
5
6
7 8 9 10 11
12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
27
28
3
0
29
TO STOKESDALETO I-40 BUS.RICKARD DR.
-Y6-
CREEK RD.
OLD BELEWS
-Y5-
STOKESDALE AVE.
-Y7-
ANGEL DR.
-Y25-
STANELY AVE.
-Y8-
TRANQUIL AVE.
-Y9-
SERENE ST.
-Y11-
PARK RD.
STANLEY
-Y10-
CREEK RD.
OLD BELEWS
-Y12-
KNOLL RIDGE DR.
-Y15-
DARROW RD.
-Y17-
COMMONS CIR.
WALKERTOWN
-Y18-
COMMONS DR.
WALKERTOWN
-Y19-
OLD HOLLOW RD.
NC 66
-Y20-
BELEWS CREEK RD.
-Y24-
VANCE RD.
-Y23-
MILL CREEK
LOWERY
CREEK RD.
OLD BELEWS
-Y16-
-L- POT STA. 0+00.00
BEGIN TIP PROJECT R-2577A
ADT 2017 23,600
35,000 ADT 2040
50 MPH
14% *
8%
N/A
BEGIN PROJECT
END PROJECT
-Y1E-
-Y5A-
LANDING DR.
WALKERTOWN
-Y22-
PEARL VIEW DR.
-Y21-
* TTST=8% DUAL=6%
OLD GREENSBORO RD.
-Y1B-
HARVEST DR.
-Y1C-
CHURCHILL RD.
-Y2-
GROVER ST.
-Y3-
SWAIN LN.
-Y17A-
OLD GREENSBORO RD.
-Y1A-
GAITHER RD.
-Y4-
HILDA ST.
-Y1D-
-L- US 158
REIDSVILLE RD.
-L- US 158
REIDSVILLE RD.
FRANKLIN FARM RD.
-Y14-
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
W
I
N
STO
N
-
SA
LEM
W
A
LK
E
R
T
O
W
N
PROPOSED TRAFFIC SIGNAL
FUTURE U-5824
K
U-2579B
TIE TO ADJACENT PROJECT
-L- STA. 150+25.00
END CONSTRUCTION
U-2579B
TIE TO ADJACENT PROJECT
-L- STA. 172+57.48
BEGIN CONSTRUCTION
UNDER CONSTRUCTION
(WINSTON-SALEM NORTHERN BELTWAY)
U-2579B
Connie James, PE
Scott D. Blevins, PE
John R.G. Olinger, PE
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
TUCKER RD.
WILLIAM
-Y13-
BEGIN GRADE -L2- STA. 202+25.00
END GRADE -L- STA. 202+25.00 =
BEGIN GRADE -L- STA. 242+08.28
END GRADE -L2- STA. 242+09.26 =
3. THIS PROJECT HAS PARTIAL CONTROL OF ACCESS WITH FULL CONTROL OF ACCESS AT POINTS AS SHOWN ON PLANS.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WINSTON-SALEM AND WALKERTOWN.
NOTES:
37405.2.4 R/W
37405.3.1 CONST.
N/A
N/A
NAD 83/2011
See Sheet 1-B For Conventional Symbols
ACCESS
SHOPPING
-Y19A-
-Y23A-
-X-OVER1- PT STA. 306+41.51
END TIP PROJECT R-2577A
DRIVEWAY
-D1-
-X-OVER1- STA. 300+50 (29.50'LT)
BEGIN CONSTRUCTION
-L- STA. 300+50.00
END CONSTRUCTION
February 26, 2021
December 19, 2023
2GI
JB w/MH2GI
2GI
2GI
2GI
2GI
2GI
CB 2GI
CB
2GI
2GI
CB
CB
2GI
CB
2GI
CB
2GI
BDO
2GI
BDO
2GI
2GI
2GI2GI
2GI2GI
2GI
2GI
2GI
JB w/Slab Lid
2GI
2GI
2GI2GI
BDO
2GI
2GI-A
2GI-A
2GI-A2GI-A
2GI-A
3GI-A
3GI-A
2GI-A
2GI-A
FS
FS
FS
FS
FS
FS
FS
FS
FSFSFS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FSFS
HW
JB w/MH
FS
FS
FSFS
FS
FS
FS
BDO
HW
FSFS
AND FLAT GRATE
2GI W/ NARROW SLOTS
SLOT
2GI W/ NARROW
DI
SLOT GRATE2GI W/ NARROW
SLOT GRATE 2GI W/ NARROW
SLOT GRATE 2GI W/ NARROW SLOT GRATE 2GI W/ NARROW
FLAT GRATE 2GI W/ NARROW SLOT
2GI-A
SLOT FLAT GRATE
2GI W/ NARROW 2GI
42" RCP-III 24" RCP-III
18" RCP-III 24" RCP-III
15" RCP-IV
18" RCP-IV
30" RCP-IV
24" RCP-III
24" RCP-IV
18" RCP-III
36" RCP-III15" RCP-IV 15" RCP-III
15" RCP-IV
15" RCP-III
18" RCP-III
18" RCP-III
15" RCP-IV
30" RCP-V
30" RCP-IV
15" RCP-IV
42" RCP-IV
15" RCP-IV
18" RCP-III 15" RCP-III
18" RCP-III
15" RCP-III 30" RCP-III
15" RCP-III
30" RCP-III
30" RCP-III
18" RCP-III 15" RCP-III 24" RCP-III
15"
15"
24"
24"
15" RCP-IV
36" RCP-III
SEE DETAIL#
EST 463 SY GEO
EST 172 TONS
CLASS "B" RIPRAP
TOE PROTECTION W/
GRATESNARROW SLOT
REMOVE
SILLSEE DETAIL#6 TOE PROTECTION
RCBC2@7'x6'
SEE DETAIL, SHEET 2D-1
EST. GEO +/- 106 SY
EST. DDE +/- 125 CY
EST. CLASS I RIPRAP +/- 105 TONS
ENERGY DISSIPATOR BASIN
SEE DETAIL, SHEET 2D-1PSH
SHEET 2D-1 SEE DETAIL,PSH
REMOVE
W/ ELBOW
18"
42"
42"
42"
42"
42"
42"
15"
24"
24"
W/ ELBOW
18"
15"
36"
24"
24"
24"
18"
15"
18"
18"
30"
24"
15"
15"
42"
15"15"15"15"W/ ELBOW24"
24"24"
15"15"
15"
2GI-A2GI-A2GI-A
2GI
REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVEREMOVE
PLUG
SLOT FLAT GRATE
2GI W/ NARROW
COLLAR
COLLAR
SLOT FLAT GRATE
2GI W/ NARROW
SLOT FLAT GRATE
2GI W/ NARROW
2@7'x6' RCBC
REMOVEREMOVE
COLLAR
REMOVE HW
RAISED GRASS MEDIAN RAISED GRASS MEDIAN
RAISED GRASS MEDIAN RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
RAISED GRASS MEDIAN RAISED GRASS MEDIAN RAISED GRASS MEDIAN RAISED GRASS MEDIAN
RAISED GRASS MEDIAN RAISED GRASS MEDIAN RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER1'-6" CURB & GUTTER 1'-6" CURB & GUTTER1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER1'-6" CURB & GUTTER
1'-6" CURB & GUTTERCONCRETE ISLAND
CONCRETE ISLANDCONCRETE ISLAND CONCRETE ISLAND
CONCRETE ISLAND CONCRETE ISLAND
WCCWCC
WCC WCC
GRASS MEDIANRAISED1'-6" CURB & GUTTER
SALEM
LAKE
%
Duke PowerWinston-Salem
Gerry Dr.
Plant
FiltrationThomas
.57
%
Waughtown
WETLAND IMPACTS
STREAM AND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGLISH
SHEET 2 OF 23
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
H
Y
D
_
p
r
m
_
D
i
t
c
h
D
e
t
a
i
l
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A
VAR.
S
TAKE
S
LO
P
E
5.0'
D
2:
1
LIM
ITS
C
LEA
RIN
G
( Not to Scale)
BERM DITCH
5.0'
10.0' V.C.
DETAIL E
Min. D=1 Ft.
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y11- STA. 13+00 TO STA. 14+00 LT
DETAIL S
B=4.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
DETAIL Y
GROUND
NATURAL
Slope
Fill
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
2D-1
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
DETAIL L
b=5 Ft.
B=4 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
b= 5 Ft.
Min. D=1.0 Ft.
DETAIL D
Ground
Natural
Slope
Fill
VAR.
VAR.
VAR.
STA
KE
SLO
P
E
5.0'5.0'
D
2:
1
LIM
ITS
C
LEA
RIN
G( Not to Scale)
BERM DITCH
10.0' V.C.
VAR.
DETAIL F
VAR.
Max. d=.75*D
Min. D=1 Ft.
Type of Liner= Class B Rip-Rap
d
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:
1 D
Min. D= 1 Ft.
DETAIL J
Ground
Natural
Flatter2:1 or
Slope
Fill
2:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
DETAIL I
GROUND
NATURAL
b
2:
1
d D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.Ground
Natural
b=5.0 Ft.
B=2.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
Type of Liner= CL B RIPRAP
DETAIL Q
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.Slope
Fill
Type of Liner= Class B Rip-Rap b=5 Ft.
Max. d=0.5 Ft.
Min. D=1 Ft.
DETAIL G
Ground
Natural
Geotextile
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
DETAIL H
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL P
B=4.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
2:
1 D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 3+59 TO STA. 4+00 LT
DETAIL T
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D
2:
1
B
b
d
DETAIL O
b=5 Ft.
B=4 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
( Not to Scale)
Geotextile
Elevation
Natural Bed
Ground
Natural
Ground
Natural
(Variable)
Channel Bed
BANK STABILIZATION ON BANKS ONLY
DETAIL W
1.0-1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length= Varies
( Not to Scale)
Geotextile
Elevation
Natural Bed
Ground
Natural
Ground
Natural
(Variable)
Channel Bed
PIPE INLET & OUTLET CHANNEL STABILIZATION
DETAIL V
1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length= Varies
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL R
B=4 Ft.
Min. D=1.0 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
2:12:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL B
b=5 Ft.
B=4 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
DETAIL C
b= 5 Ft.
B= 4 Ft.
Max. d=1.5 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
PIPE OR DITCH
OUTLET
(MINUS TUCK)
STND. ROLL WIDTH
AA
PLAN VIEW
SECTION A-A
NATURAL
GROUND
FI
LL
SLO
PE
PSRM
2:12:
1
INFLOW
MIN. 1' TUCK
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
D
B
DETAIL N
PREFORMED SCOUR HOLE
(MINUS TUCK)
STND. ROLL WIDTH
FOR CLARITY)
BASIN NOT SHOWN
(RIP RAP IN
SCOUR HOLE (PSH)
SQUARE PREFORMED
WITH NATURAL GROUND.
INSTALL LEVEL AND FLUSH
MATTING (PSRM)
PERMANENT SOIL REINFORCEMENT
D=1.0 Ft.
B=4.5 Ft.
2:
1 2:1
D
( Not to Scale)
STANDARD 'V' DITCH
Min. D= 2 Ft.
DETAIL U
Ground
Natural
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
D
b
1"/Ft.
b=5 Ft.
Min. D=1 Ft.
DETAIL A
Ground
Natural
flatter
2:
1
or flatter2:1 or
Fill Slope2:1 or Flatter
b=10.0 Ft.
d=5.0 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL K
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
-L- STA. 29+75 TO STA. 32+88 RT
-L- STA. 38+50 TO STA. 41+00 RT
-L- STA. 83+00 TO STA. 87+28 LT
-L- STA. 94+50 TO STA. 96+50 LT
-Y3- STA. 10+91 TO STA. 11+20 RT
-L- STA. 102+50 TO STA. 106+00 LT
-L- STA. 124+50 TO STA. 128+50 LT
-L- STA. 132+50 TO STA. 135+78 LT
-L- STA. 179+50 TO STA. 182+00 LT
-L- STA. 193+19 TO STA. 195+69 LT
-L2- STA. 235+40 TO STA. 236+00 RT
-Y15- STA. 12+50 TO STA. 15+00 LT
-Y5- STA. 18+50 TO STA. 22+50 RT
-X-OERI- STA. 302+46.78 TO STA. 305+62.57 RT
-Y11- STA. 14+00 TO STA. 14+40 LT
-Y11- STA. 12+17 TO STA. 13+00 LT
-Y9- STA. 13+50 TO STA. 14+50 LT
-L- STA. 129+50 TO STA. 131+75 LT
-L- STA. 35+00 TO STA. 35+80 RT, M=4
-L- STA. 2+00 TO STA. 3+00 LT
-L- STA. 297+50 TO STA. 298+07 LT, M=3, D=1.5, B=3
-L- STA. 294+50 TO STA. 297+50 LT, D=1.5, B=3, CL I RIP-RAP
-Y9- STA. 14+50 TO STA. 15+06 LT
-L- STA. 140+51 TO STA. 142+00 RT
-L- STA. 113+02 TO STA. 113+50 RT
-L- STA. 106+50 TO STA. 108+50 LT
-L- STA. 101+02 TO STA. 102+00 LT
-L- STA. 100+50 TO STA. 100+92 RT
-L- STA. 98+00 TO STA. 99+71 RT
-L- STA. 287+00 TO STA. 290+20 LT
-Y12- STA. 22+00 TO STA. 23+88 RT
-L- STA. 94+00 TO STA. 94+50 LT
-L- STA. 87+28 TO STA. 88+00 LT
-L- STA. 83+50 TO STA. 84+50 LT
-L- STA. 38+00 TO STA. 38+50 RT
-Y17- STA. 14+00 TO STA. 14+50 LT, CL I RIP RAP
-L- STA. 185+50 TO STA. 186+50 RT
-L- STA. 81+50 TO STA. 82+00 LT
-L- STA. 60+50 TO STA. 62+79 RT
-L- STA. 11+44 TO STA. 12+00 LT, CL I RIP RAP
-Y1E- STA. 12+00 TO STA. 15+00 RT
-Y1A- STA. 11+00 TO STA. 12+00 LT
-L- STA. 0+00 TO STA. 02+00 LT
-L2- STA. 229+00 TO STA 230+50 RT
-L2- STA. 217+52 TO STA 218+50 LT
-L- STA. 137+50 TO STA. 139+50 LT
-Y14- STA. 13+22 TO STA. 13+73 RT
-L- STA. 101+50 TO STA. 102+62 RT
-L- STA. 98+40 TO STA. 99+54 LT
-L- STA. 95+00 TO STA. 97+50 RT
-L- STA. 37+00 TO STA. 38+00 LT
-L- STA. 22+00 TO STA. 23+00 LT
-L- STA. 8+40 TO STA. 9+86 LT
-L- STA. 7+06 TO STA. 9+45 RT
-L- STA. 4+05 TO STA. 6+00 LT
-L- STA. 3+00 TO STA. 3+60 LT
-L- STA. 2+00 TO STA. 2+50 RT
-L- STA. 107+04 TO STA. 109+50 RT
-L- STA. 128+50 TO STA. 129+50 LT
-L- STA. 102+00 TO STA. 102+50 LT
-Y12- STA. 21+25 TO STA. 22+00 RT
BEG. EL=861.00', END EL=856.45'
L=36', S=12.64%, M=3
-L- STA. 100+92 RT, MIN. D=0.5'
BEG. EL=842.00', END EL=840.02'
L=28', S=7.071%
-L- STA. 140+12 RT
-L2- STA. 225+70 TO 229+25 LT.BEG. EL=927.27', END EL=924.24'
L=163', S=1.85%
-Y4- STA. 12+50 LT, MIN D=1.5'
BEG. EL=863.60', END EL=861.85'
L=25', S=7.0%
-L- STA. 106+25 RT, MIN. D=1.0'
BEG. EL= 968.22', END EL. 975.53'
L=136', S= 5.38%, M=5
-L- STA. 243+14 RT
BEG. EL= 963.88', END EL. 963.94'
L=162', S= 1.08%, M=5
-L- STA. 242+08 RT
BEG. EL= 962.26', END EL. 963.88'
L=162', S= 0.99%, M=3.5
-L2- STA. 240+47 RT
BEG. EL= 963.93', END EL. 961.44'
L=139', S=1.8%, M=2
-L- STA. 285+22 RT
BEG. EL= 966.90', END EL. 965.85'
L=143.89', S=0.73%, M=4
-L2- STA. 208+29 RT
-Y14- STA. 13+43 RT
-Y14- STA. 13+13 LT
-Y9- STA. 14+65 RT
-L2- STA. 229+03 LT
-L2- STA. 228+78 RT
-L- STA. 107+85 LT
-L- STA. 106+50 RT
-L- 101+34 RT
-L- STA. 298+07 LT
-L- STA. 140+75 LT; CLASS II
-L- STA. 140+50 LT
-L- STA. 139+86 RT
-L- STA. 139+63 RT; CLASS B
-Y25- STA. 10+73 TO STA. 11+00 RT
-L- STA. 90+25 TO STA. 91+20 RT
VAR.
STA
KE
SLO
P
E
5.0'
D
2:
1
( Not to Scale)
BERM DITCH
10.0' V.C.
VAR.
DETAIL Z
VAR.
Type of Liner= Class I Rip-Rap
Geotextile
-L- STA. 179+00 TO STA. 179+50 LT
-L- STA. 301+05 TO STA. 304+77 RT
-L- STA. 297+68 TO STA. 298+00 RT, D=1.5'
-L- STA. 296+28 TO STA. 297+68 RT, D=2'
-L- STA. 199+43 TO STA. 200+07 RT
-Y17A- STA. 10+50 TO STA. 11+00 RT
-Y17A- STA. 10+50 TO STA. 11+34 LT
-Y10- STA. 10+72 TO STA. 11+50 LT
-L2- STA. 235+34 TO STA. 238+50 LT
-L2- STA. 229+50 TO STA. 230+00 LT
-L2- STA. 228+23 TO STA. 228+69 RT
-L- STA. 247+11 TO STA. 250+00 RT
-L2- STA. 236+00 TO STA. 238+75 RT
-L2- STA. 215+50 TO STA. 217+50 LT
-Y24- STA. 23+00 TO STA. 23+63 RT
-Y24- STA. 20+00 TO STA. 22+23 RT
-L- STA. 291+50 TO STA. 294+50 LT, D=1.5
-L- STA. 291+00 TO STA. 296+00 RT, D=1.5
-L- STA. 286+50 TO STA. 290+10 RT
-L- STA. 284+00 TO STA. 285+22 RT
-L- STA. 228+23 TO STA. 228+69 RT
-L- STA. 242+22 TO STA. 245+50 LT
-L- STA. 199+50 TO STA. 200+07RT
-L- STA. 195+69 TO STA. 198+50 LT
-L- STA. 186+50 TO STA. 192+52 RT
-L- STA. 185+20 TO STA. 185+50 RT
-L- STA. 182+11 TO STA. 184+00 LT
-L- STA. 175+46 TO STA. 179+00 LT
-Y13- STA. 10+85 TO STA. 11+50 RT
-L- STA. 116+22 TO STA. 123+00 LT
-L- STA. 113+50 TO STA. 128+50 RT
-L- STA. 109+50 TO STA. 112+00 RT
-L- STA. 103+00 TO STA. 105+00 RT
-L- STA. 88+00 TO STA. 90+00 LT
-L- STA. 88+50 TO STA. 89+90 RT
-L- STA. 82+00 TO STA. 83+00 LT
-L- STA. 78+00 TO STA. 82+49 RT
-Y8- STA. 10+67 TO STA. 11+50 LT
-Y6- STA. 10+62 TO STA. 11+35 RT
-Y1A- STA. 15+61.54 TO STA. 15+95.66 LT
-L- STA. 67+80 TO STA. 69+00 RT
-L- STA. 62+79 TO STA. 66+50 RT
-L- STA. 59+00 TO STA. 60+50 RT
-L- STA. 47+50 TO STA. 51+50 RT
-L- STA. 41+00 TO STA. 45+50 RT
-L- STA. 35+80 TO STA. 38+00 RT
-L- STA. 25+00 TO STA. 27+50 RT
-L- STA. 22+00 TO STA. 23+24 RT
-L- STA. 16+50 TO STA. 20+50 RT
-L- STA. 12+00 TO STA. 16+00 LT
-L- STA. 11+19 TO STA. 11+44 LT
-L- STA. 6+50 TO STA. 8+00 LT
-L- STA. 1+00 TO STA. 1+97 RT
-Y5- STA. 22+50 TO STA. 23+31 RT
-Y1A- STA. 12+50 TO STA. 14+24 LT
-L- STA. 184+00 TO STA. 192+00 LT
-L- STA. 182+00 TO STA. 192+11 LT
-L- STA. 123+00 TO STA. 124+00 LT
-L- STA. 93+10 TO STA. 94+00 LT
-L- STA. 90+00 TO STA. 92+75 LT
-L- STA. 80+00 TO STA. 81+50 LT
-L- STA. 73+65 TO STA. 78+50 LT
-L- STA. 55+50 TO STA. 59+00 RT
-L- STA. 28+00 TO STA. 29+50 RT
-L- STA. 23+24 TO STA. 25+00 RT
-L- STA. 20+50 TO STA. 22+00 RT
-Y1E- STA. 15+00 TO STA. 16+00 RT
-L- STA. 252+50 LT
-X-OVER- STA. 302+46.78 TO STA. 305+62.57 RT
-Y5- STA. 17+50 TO STA. 17+61 RT
-Y5A- STA. 15+96 TO STA. 16+10 LT
-Y1D- STA. 13+50 TO STA. 13+77 LT
-Y24- STA. 13+09 TO STA. 15+50 RT
-Y24- STA. 13+09 TO STA. 14+00 LT
-Y23- STA. 16+00 TO STA. 17+00 LT
-Y23- STA. 15+50 TO STA. 17+00 RT
-Y15- STA. 11+25 TO STA. 12+50 RT
-Y15- STA. 11+25 TO STA. 11+50 LT
-Y8- STA. 11+78 TO STA. 12+50 LT
-Y7- STA. 10+94 TO STA. 12+00 RT
-Y6- STA. 11+35 TO STA. 11+85 RT
-Y6- STA. 11+35 TO STA. 11+85 LT
-Y5A- STA. 15+50 TO STA. 16+14 RT
-Y5A- STA. 10+00 TO STA. 11+00 RT
-Y5A- STA. 10+00 TO STA. 11+00 LT
-Y5- STA. 21+50 TO STA. 22+50 RT
-Y5- STA. 10+00 TO STA. 11+50 RT
-Y5- STA. 10+00 TO STA. 11+50 LT
-Y5- STA. 21+50 TO STA. 22+50 LT
-Y4- STA. 12+50 TO STA. 14+00 RT
-Y4- STA. 12+50 TO STA. 14+00 LT
-Y13- STA. 11+00 TO STA. 13+00 LT
-Y12- STA. 21+25 TO STA. 22+50 RT
-Y11- STA. 11+50 TO STA. 12+00 RT
-Y25- STA. 12+50 TO STA. 13+00 RT
-Y25- STA. 12+50 TO STA. 13+00 LT
-Y3- STA. 11+50 TO STA. 13+00 RT
-Y3- STA. 11+50 TO STA. 13+00 LT
-Y2- STA. 12+00 TO STA. 12+50 RT
-Y1D- STA. 12+00 TO STA. 13+77 RT
-Y1D- STA. 12+00 TO STA. 12+50 LT
-Y1C- STA. 10+00 TO STA. 11+00 RT
-Y1C- STA. 10+00 TO STA. 11+00 LT
-Y1B- STA. 17+50 TO STA. 18+00 RT
-Y1B- STA. 17+50 TO STA. 18+00 LT
-Y1B- STA. 11+03 TO STA. 15+79 LT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET 3 OF 23
PERMIT DRAWING
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
H
Y
D
_
p
r
m
_
D
i
t
c
h
D
e
t
a
i
l
.
d
g
n
F
k
e
y
s
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 2D-2
-L- 107+57
UT LOWERY MILL CREEK DETAILS
-L- 140+39.5
LOWERY MILL CREEK DETAIL
-L2- 229+09
MARTIN MILL CREEK DETAILS
LENGTH = 35'
LOOKING DOWNSTREAM (NTS)
GROUND
NATURAL
CHANNEL
2:1
2:12:
1
CLASS I RIP RAP
KEY IN 2' THICK
FABRIC
GEOTEXTILE
MATTING
COIR FIBER
BENCH
FLOODPLAIN
FABRIC
GEOTEXTILE
OUTLET CHANNEL IMPROVEMENTS
CLASS I RIP RAP
KEY IN 2' THICK
*NATURAL WSEL COMPUTED BY TAILWATER DEPTH + PROPOSED US INVERT
@ US FACE OF CULVERT
1'
INLET CHANNEL IMPROVEMENTS
LENGTH = 30'
LOOKING DOWNSTREAM (NTS)
GROUND
NATURALCHANNEL
2:1
2:12:
1
CLASS I RIP RAP
KEY IN 2' THICK
FABRIC
GEOTEXTILE
MATTING
COIR FIBER
BENCH
FLOODPLAIN
FABRIC
GEOTEXTILE
CLASS I RIP RAP
KEY IN 2' THICK
1'
NATURAL CHANNEL WIDTH
VARIES FROM 5' TO
NATURAL CHANNEL WIDTH
VARIES FROM 5' TO
(NTS)
CHANNEL DETAIL
LENGTH=105', SLOPE=1.33%
RCBC TO BE REMOVED
EXISTING BOTTOMLESS
1.
5:
1 1.5
:1
STREAM BED
FABRIC
2' THICK W/GEOTEXTILE
KEY-IN CLASS II RIP RAP
LOOKING DOWNSTREAM
21'
5'5'
20:1 20:1
5'20'
GEOTEXTILE
CLASS I RIP RAP
KEY-IN 2' THICK
CLASS I RIP RAP
KEY-IN 2' THICK
GEOTEXTILE
CHANNEL
CHANNEL WIDTH
VARIES 5' - NATURAL
INLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM (NTS)
LENGTH = 25'
2:12:
1
PROJECT.
DESIGNED WILL BE ADVERSELY IMPACTED BY THIS
WERE IN PLACE AT THE TIME THIS PROJECT WAS
NO UPSTREAM OR DOWNSTREAM STRUCTURES THAT
CLASS I RIP RAP
KEY-IN 2' THICK
CHANNEL
CLASS I RIP RAP
KEY-IN 2' THICK
GEOTEXTILEGEOTEXTILE
LOOKING DOWNSTREAM (NTS)
LENGTH = 70'
OUTLET CHANNEL IMPROVEMENTS
CHANNEL WIDTH
VARIES 6' - NATURAL
2:12:
1
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
WOODS
WOODS
WOODS
1SFD
CONC
42"
9
'

B
S
T
VAR. BST
BARN
(BLK)
G
1
0'
C
O
N
C
48" BK
CONC 1SFD
DK
DK
WOODS
WOODS
WOODS
9
'

G
R
W/BSMT
1SBKD
16
'

C
ON
C
10
.5
' CONC
CONC
1SBKD
48" CONC
STEPS
WD
WOODS
WOODS
1 •SBKD
14' CONC
1SBKD
10' BST
VAR. BST
4
2
"
C
O
N
C
11' CONC
W
O
O
D
S
-BY- 175
-BY- 176
9
'
S
OIL
MTL MTL
WOODS
WOODS
WOODS
WOODS
MTL MTL
S
T
E
P
S
W
D
W/BSMT
1SBKD
BK WALL
VAR. HT
S
4
8
"
C
H
L
4
8
"
C
H
L
LT
48" CONC
BK WALL
VAR. HT
T
A
N
K
A
/
G

L
P
10
'

C
O
N
C
CONC
9
.5
'

C
ON
C
CONC
WOODS
WOODS
8
' GR
PA
V
ER
S
C
O
N
C
1SBKD
C
O
N
C
LAMP C
O
N
C
BK WALLVAR. HT
TANKA/G LP
48" CHL
48" C
H
L
48" CHL
GATE48" CHL
42" CONC
V
A
R
.

H
T

B
L
K

W
A
L
L
3
6
"
W
D
GATE
60" CHL
6
0"
CHL
GATE
60" CHL
6
0
" V
INY
L
W/60" VINYL
BLK WALL
VAR. HT 6
0
"C
H
L
BLK WALL
VAR. HT
42" C
O
N
C
TANK
A/G LP
LAMP
60"
W
W
GR
GR
W/LT
60" WD
FOUNTAIN
SGR
ARBOR
WD
C
O
N
C
L
A
M
P
C
O
N
C
W
A
L
L
V
A
R.
H
T
CONC WALL
VAR. HT
PAVERS
R
A
I
L
4
8
"
W
D
R
AI
L
4
8
"
W
D
6
0"
CO
NC
BK
WELL
TO DEAD END
TO LONG LEAF DR.
B
M
6
US 158/ REIDSVILLE RD 28' BST
T
R
ANQUIL
AVE

19
' B
S
T
BST
PALALCE AVE 19' BST
30" C&G
30" C&G
EOI
8" CI
6
" C
I
6
"
C
I
6" CI
WALTER S WATLINGTON
EIP
R/W MON
EIP EIP EIP EIP REB
N

4
9
°11'
15
"
W
7
0
.
0
0
'
S

4
9
°5
0
'
5
5
"
E
2
18
.
6
3
'
S 30°09'06" W
303.53'
N
6
2
°
19'
4
7
"
W
2
5
7
.
0
0'
S 88°57'55" E
256.53'
S

4
5
°0
2
'4
5
" E
2
0
0
.6
5
'
N

4
4
°5
6
'0
2
" W
2
0
0
.8
0
'
N
19°46'14" W
231.84'
S 40°06'55" W
48.07'
S 39°57'15" W
141.00'
S 40°35'12" W
40.22'
S 39°50'46" W
65.94'
S 12 °4 2 '14 " E
2 2 4 .7 1'
N

5
0
°0
9
'
14
"
W
2
0
0
.
0
0
'
N

5
0
°0
9
'
14
"
W
10
0
.
4
0
'
S 39°50'46" W
N

5
0
°0
9
'
0
8
"
W
N
4
0
°0
4
'10
" W
2
0
0
.0
0
'
REB
S

4
7
°14
'
16
"
E
10
0
.0
0
'
S 40°12'44" W
213.66'
S 40°35'28" W
208.86'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
" E
5
0
.0
0
'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
R
E
B
EI
P
S 47°14'16" E
13.51'
N 40°12'44" E
23.43'
EIP
N 86°56'16"
W
192.54'
EIP
E
IP
N 13°21'34" E
203.06'
S

5
9
°
4
9
'
16
"

E
17
8
.
9
1'
R/W MONEIP
N

5
9
°
4
9'
16
"

W
10
6
.
9
7'
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
N 89°23'16"
W
65.90'
N 00°48'44" E
71.18'
S 84°05'48" W
138.27'S 86°43'59"
W
107.04'DB 1216 PG 771
SHIRLEY P MOORE
PB 21 PG 69
CAROLYN G JONES
DB 2883 PG 1030
PB 21 PG 69
HOBART L JONES
PB 21 PG 69
DB 3000 PG 1866
YVETTA M GLENN
BOBBIE H MILLER
DB 1178 PG 762
DB 1185 PG 1778
PB 21 PG 69
PB 21 PG 69
DB 1124 PG 282
JANIE HOOKER
CLARENCE M HOOKER
PB 21 PG 69
EDWARD C THOMPSON
DB 1703 PG 418
WENDY W HELMENDACH
SIDNEY C WOOTEN
DB 2859 PG 4455
PB 21 PG 21
DB 2847 PG 359
MARY D THREADGILL
LEONARD J THREADGILL
ANTONIO P GONZALEZ-MARCO
DB 1041 PG 620
EARLINE W JOHNSON
DB 1934 PG 1191
WALTER L HARRIS
PATRICIA HARRIS
DB 1617 PG 3940
DB 1155 PG 273
NANCY BEESON
JOHN E BEESON
DB 549 PG 1
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
GOURLEY
DORENE T
PG 455
DB 786
-BL- 111
-BY- 175
-BY- 176
-BL- 112
VAR. BST
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
TRACIE B CARTER
ALEX T CARTER
DB 2859 PG 2689
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
PATTY L DISHMAN
BOBBY H DISHMAN
EOI
8 ", CAST IRON
6

",
C
A
S
T

IR
O
N
6
",
C
A
S
T
I
R
O
N
6 ", CAST IRON
WOODS
WOODS
14' CONC
C
O
N
C
L
A
M
P
T
R
A
N
QU
IL
A
VE

19
' B
S
T
6
"
C
I
S 40°12'44" W
6

",

C
A
S
T

IR
O
N
WOODS
-BL- 111
15" RCP
15"
R
C
P
15" RCP
15" RCP
15
"
R
C
P
4
8
"
R
C
P
HW
13' CONC
INV=861.39'
INV=858.99'
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.7
5
'
12
"

R
C
P
INV=864.78'
v
v
15" RCP
12' CONC WW7' CONC WW
9' CONC HW
7' CONC WW
9' CONC HW
12' CONC WW
1-6'x
6' B
A
R
R
E
L
15" RCP
v
v
BR
IDGE
WD
B R IDG EWD
C
U
L
1
C
U
L
2
HW1
C
E
1
C
U
L
3
C
U
L
4
C
E
2
H
W2
15"
R
C
P
1
2
"
R
C
P
15" RCP
DI
S
CB
18" RCP
T
O
P
=
8
8
8
.
13
'
18" RCP
18"RCP
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.
7
5
'
12
"

R
C
P
INV=864.78'
v
v
B R IDG E
W D
INV=858.99'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SFC
SFB
SFC
WJA
SFB
SFD
SEE INSET A
INSET A
SEE INSET B
INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 4 OF 23
PERMIT DRAWING
SITE 1A
SITE 1B
SITE 1C SITE 1D
SITE 1E
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
2
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 12
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

11
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

13
FOR -Y9- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
-Y9- PT Sta. 12+83.63
-Y9- POT Sta. 10+00.00
15
+
0
0
105+00 110+00
100+00
-L- POT Sta. 100+08.10
-Y9- POT Sta. 16+03.54=
-Y9- PC Sta. 10+35.75
BEGIN CONSTRUCTION
-
Y9
-
-L--L-RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
FF
F C
C
F
F
FF
F
F
F
F
FF
F
F F
FF
FFF
F F
F
FFFF
FF
F
F
C
F
C
F
C
C
F
C
C
S
S
S
S
S
S
S
S
TS
TS
S
S
S
S
TS
TS
SITE 1C
SITE 1B
SITE 2D
SITE 2B
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 1A
SITE 1E
SITE 2A
S
S
SITE 2C
SITE 1D
SITE 2E
S
S
S
S
S
S
S
S
TS
15
+
0
0
F
F
S
S
TS
F
F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE
15"
R
EM
O
V
E
CB-F
CB-G
HW
JB w/MH
CB-G
CB-G
CB-G
CB-E
CB-F
CB-F
CB-F
CB-F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F CB-F CB-E CB-G CB-G CB-G CB-G
DI
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL L
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
CB-GCB-G
REMOVE SYSTEM
REMOVE SYSTEM
CB-FCB-F
15" RCP-IV
15" RCP-IV
15" 15"
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
15" 15"
SEE DETAIL A
LATERAL V DITCH
REMOVEREMOVE
2GIB-NSS
CB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
REMOVE
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL E
BERM DITCH
JB w/MH
24" RCP-IV
24" RCP-IV
REMOVE
15
"

1
5
"
REMOVE
R
E
M
O
V
E
HW
72" RCP-III
RCP-III
36"
NOT BURIED
6'x6' RCBC EXT.
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
RCP-III72"
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
15" RCP-IV
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
15" RCP-III
15" RCP-
IV

SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
DO NOT BURY
72" WELDED STEEL
TRENCHLESS INSTALLATION
CB-G
RCP-IV
24"
JB W/MH
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
WELDED STEEL
INSTALLATION 72"
TRENCHLESS
SEE DETAIL P
W/ CL B RIPRAP
STANDARD 4' BASE DITCH
15" - 2 ELBOWS
2 ELBOWS
15"
2
ELBOW
S
1
5"
2

E
LBO
W
S
15
"
2 ELBOWS
24"
2

ELBO
W
S
15
"
15" RCP-III
15
"

-Y9- STA. 13+79.74
HW
JB w/MH
SEE DETAIL B
LATERAL 4' BASE DITCH
JB w/MH
R
E
M
O
V
E
HW
RCP-III
36"
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
15"
RCP
-
IV

CB-G
JB w/MH
15" RCP-IV
RCP-III72"
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
2 ELBOWS
15"
WOODS
WOODS
WOODS
1SFD
CONC
42"
9
'

B
S
T
VAR. BST
BARN
(BLK)
G
1
0'
C
O
N
C
48" BK
CONC 1SFD
DK
DK
WOODS
WOODS
WOODS
9
'

G
R
W/BSMT
1SBKD
16
'

C
ON
C
10
.5
' CONC
CONC
1SBKD
48" CONC
STEPS
WD
WOODS
WOODS
1 •SBKD
14' CONC
1SBKD
10' BST
VAR. BST
4
2
"
C
O
N
C
11' CONC
W
O
O
D
S
-BY- 175
-BY- 176
9
'
S
OIL
MTL MTL
WOODS
WOODS
WOODS
WOODS
MTL MTL
S
T
E
P
S
W
D
W/BSMT
1SBKD
BK WALL
VAR. HT
S
4
8
"
C
H
L
4
8
"
C
H
L
LT
48" CONC
BK WALL
VAR. HT
T
A
N
K
A
/
G

L
P
10
'

C
O
N
C
CONC
9
.5
'

C
ON
C
CONC
WOODS
WOODS
8
' GR
PA
V
ER
S
C
O
N
C
1SBKD
C
O
N
C
LAMP C
O
N
C
BK WALLVAR. HT
TANKA/G LP
48" CHL
48" C
H
L
48" CHL
GATE48" CHL
42" CONC
V
A
R
.

H
T

B
L
K

W
A
L
L
3
6
"
W
D
GATE
60" CHL
6
0"
CHL
GATE
60" CHL
6
0
" V
INY
L
W/60" VINYL
BLK WALL
VAR. HT 6
0
"C
H
L
BLK WALL
VAR. HT
42" C
O
N
C
TANK
A/G LP
LAMP
60"
W
W
GR
GR
W/LT
60" WD
FOUNTAIN
SGR
ARBOR
WD
C
O
N
C
L
A
M
P
C
O
N
C
W
A
L
L
V
A
R.
H
T
CONC WALL
VAR. HT
PAVERS
R
A
I
L
4
8
"
W
D
R
AI
L
4
8
"
W
D
6
0"
CO
NC
BK
WELL
TO DEAD END
TO LONG LEAF DR.
B
M
6
US 158/ REIDSVILLE RD 28' BST
T
R
ANQUIL
AVE

19
' B
S
T
BST
PALALCE AVE 19' BST
30" C&G
30" C&G
EOI
8" CI
6
" C
I
6
"
C
I
6" CI
WALTER S WATLINGTON
EIP
R/W MON
EIP EIP EIP EIP REB
N

4
9
°11'
15
"
W
7
0
.
0
0
'
S

4
9
°5
0
'
5
5
"
E
2
18
.
6
3
'
S 30°09'06" W
303.53'
N
6
2
°
19'
4
7
"
W
2
5
7
.
0
0'
S 88°57'55" E
256.53'
S

4
5
°0
2
'4
5
" E
2
0
0
.6
5
'
N

4
4
°5
6
'0
2
" W
2
0
0
.8
0
'
N
19°46'14" W
231.84'
S 40°06'55" W
48.07'
S 39°57'15" W
141.00'
S 40°35'12" W
40.22'
S 39°50'46" W
65.94'
S 12 °4 2 '14 " E
2 2 4 .7 1'
N

5
0
°0
9
'
14
"
W
2
0
0
.
0
0
'
N

5
0
°0
9
'
14
"
W
10
0
.
4
0
'
S 39°50'46" W
N

5
0
°0
9
'
0
8
"
W
N
4
0
°0
4
'10
" W
2
0
0
.0
0
'
REB
S

4
7
°14
'
16
"
E
10
0
.0
0
'
S 40°12'44" W
213.66'
S 40°35'28" W
208.86'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
" E
5
0
.0
0
'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
R
E
B
EI
P
S 47°14'16" E
13.51'
N 40°12'44" E
23.43'
EIP
N 86°56'16"
W
192.54'
EIP
E
IP
N 13°21'34" E
203.06'
S

5
9
°
4
9
'
16
"

E
17
8
.
9
1'
R/W MONEIP
N

5
9
°
4
9'
16
"

W
10
6
.
9
7'
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
N 89°23'16"
W
65.90'
N 00°48'44" E
71.18'
S 84°05'48" W
138.27'S 86°43'59"
W
107.04'DB 1216 PG 771
SHIRLEY P MOORE
PB 21 PG 69
CAROLYN G JONES
DB 2883 PG 1030
PB 21 PG 69
HOBART L JONES
PB 21 PG 69
DB 3000 PG 1866
YVETTA M GLENN
BOBBIE H MILLER
DB 1178 PG 762
DB 1185 PG 1778
PB 21 PG 69
PB 21 PG 69
DB 1124 PG 282
JANIE HOOKER
CLARENCE M HOOKER
PB 21 PG 69
EDWARD C THOMPSON
DB 1703 PG 418
WENDY W HELMENDACH
SIDNEY C WOOTEN
DB 2859 PG 4455
PB 21 PG 21
DB 2847 PG 359
MARY D THREADGILL
LEONARD J THREADGILL
ANTONIO P GONZALEZ-MARCO
DB 1041 PG 620
EARLINE W JOHNSON
DB 1934 PG 1191
WALTER L HARRIS
PATRICIA HARRIS
DB 1617 PG 3940
DB 1155 PG 273
NANCY BEESON
JOHN E BEESON
DB 549 PG 1
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
GOURLEY
DORENE T
PG 455
DB 786
-BL- 111
-BY- 175
-BY- 176
-BL- 112
VAR. BST
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
TRACIE B CARTER
ALEX T CARTER
DB 2859 PG 2689
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
PATTY L DISHMAN
BOBBY H DISHMAN
EOI
8 ", CAST IRON
6

",
C
A
S
T

IR
O
N
6
",
C
A
S
T
I
R
O
N
6 ", CAST IRON
WOODS
WOODS
14' CONC
C
O
N
C
L
A
M
P
T
R
A
N
QU
IL
A
VE

19
' B
S
T
6
"
C
I
S 40°12'44" W
6

",

C
A
S
T

IR
O
N
WOODS
-BL- 111
15" RCP
15"
R
C
P
15" RCP
15" RCP
15
"
R
C
P
4
8
"
R
C
P
HW
13' CONC
INV=861.39'
INV=858.99'
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.7
5
'
12
"

R
C
P
INV=864.78'
v
v
15" RCP
12' CONC WW7' CONC WW
9' CONC HW
7' CONC WW
9' CONC HW
12' CONC WW
1-6'x
6' B
A
R
R
E
L
15" RCP
v
v
BR
IDGE
WD
B R IDG EWD
C
U
L
1
C
U
L
2
HW1
C
E
1
C
U
L
3
C
U
L
4
C
E
2
H
W2
15"
R
C
P
1
2
"
R
C
P
15" RCP
DI
S
CB
18" RCP
T
O
P
=
8
8
8
.
13
'
18" RCP
18"RCP
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.
7
5
'
12
"

R
C
P
INV=864.78'
v
v
B R IDG E
W D
INV=858.99'
850
855
8
5
5
8
5
5
855
855
8
6
0
860
8
6
0
860
860
860
860
860
8
6
0
860
8
6
0
860
860
860
8
6
5
8
6
5
865
865
8
6
5
8 6 5
865
8
6
5
8
6
5
8
6
5
8
6
5
8
6
5
865
8
6
5
865
865
865
865
8
6
5
865
865
865
8
7
0
8
7
0
8
70
870
8 7 0
870
8
7
0
870
870
870
870
870
870
870
8
7
0
870
87 0
8
7
0
870
8
7
0
870
870
870
8
7
0
8
7
0
8
7
0
870
8
7
0
870
8
7
0
8
7
0
870870
8
7
0
870
870
8 70
870
870
8
7
0
8
7
5
875
875
875
875
875
8
7
5
875
875
875
875
875
875
875
875
8
7
5
8
7
5
875 875
8
7
5
875
875
875
875
8
7
5
875
8
7
5
875
8
7
5
8
7
5
8
7
5
8
7
5
875
8
7
5
875
875
8
7
5
875
880
88
0
880
880880880880880880880
8
8
0
880
880
8
8
0
880
880
880
880 880
880
8
8
0
880
8
8
0
880
880
8
8
0
880
8
8
0
880 880 880
880
880880
880
880
880
880
8
8
0
8
8
0
8
8
0
880
880
880
88
0
8
8
0
880
880
880
880
885
885
885
8
8
5
8
8
5
885
8
8
5
885
885
885
885
8
8
5
8
85
885
8
8
5
8
8
5
8
8
5
8
8
5
8
8
5
885 885
885
885
8
8
5
88 5
885
8
85
885
885
885
885
885
885
885
885
8
9
0
890
890
890
8
9
0
890
8
9
0
890
890
8
9
0
890
890
8
9
0
8
9
0
890
890
890
890
890
890
8
9
0
890
8
9
0
890
890
890
8
9
0
895
895
895
895
8
9
5
8
9
5
895
895
895
895
89
5
89
5
8
9
5
895
9
0
0
9
0
0
900
900
900900
865
865
8
7
0
8
7
0
870
8
7
0
8
7
0
870870
870
875
8
7
5
8
7
5
875
8
7
5
880
8
6
0
860
8
6
5
8
6
5
8
6
5
870
870
870
875
875
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SFC
SFB
SFC
WJA
SFB
SFD
SEE INSET A
INSET A INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 5 OF 23
PERMIT DRAWING
SITE 1A
SITE 1B
SITE 1C SITE 1D
SITE 1E
SEE INSET B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
2
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 12
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

11
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

13
FOR -Y9- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
-Y9- PT Sta. 12+83.63
-Y9- POT Sta. 10+00.00
15
+
0
0
105+00 110+00
100+00
-L- POT Sta. 100+08.10
-Y9- POT Sta. 16+03.54=
-Y9- PC Sta. 10+35.75
BEGIN CONSTRUCTION
-
Y9
-
-L--L-RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
FF
F C
C
F
F
FF
F
F
F
F
FF
F
F F
FF
FFF
F F
F
FFFF
FF
F
F
C
F
C
F
C
C
F
C
C
S
S
S
S
S
S
S
S
TS
TS
S
S
S
S
TS
TS
SITE 1C
SITE 1B
SITE 2D
SITE 2B
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 1A
SITE 1E
SITE 2A
S
S
SITE 2C
SITE 1D
SITE 2E
S
S
SEE INSET A
15
+
0
0
F
F
S
S
S
S
S
S
TS
F
F
S
S
TS
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE
15"
R
EM
O
V
E
CB-F
CB-G
HW
JB w/MH
CB-G
CB-G
CB-G
CB-E
CB-F
CB-F
CB-F
CB-F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F CB-F CB-E CB-G CB-G CB-G CB-G
DI
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL L
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
CB-GCB-G
REMOVE SYSTEM
REMOVE SYSTEM
CB-FCB-F
15" RCP-IV
15" RCP-IV
15" 15"
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
15" 15"
SEE DETAIL A
LATERAL V DITCH
REMOVEREMOVE
2GIB-NSS
CB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
REMOVE
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL E
BERM DITCH
JB w/MH
24" RCP-IV
24" RCP-IV
REMOVE
15
"

1
5
"
REMOVE
R
E
M
O
V
E
HW
72" RCP-III
RCP-III
36"
NOT BURIED
6'x6' RCBC EXT.
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
RCP-III72"
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
15" RCP-IV
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
15" RCP-III
15" RCP-
IV

SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
DO NOT BURY
72" WELDED STEEL
TRENCHLESS INSTALLATION
CB-G
RCP-IV
24"
JB W/MH
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
WELDED STEEL
INSTALLATION 72"
TRENCHLESS
SEE DETAIL P
W/ CL B RIPRAP
STANDARD 4' BASE DITCH
15" - 2 ELBOWS
2 ELBOWS
15"
2
ELBOW
S
1
5"
2

E
LBO
W
S
15
"
2 ELBOWS
24"
2

ELBO
W
S
15
"
15" RCP-III
15
"

HW
JB w/MH
SEE DETAIL B
LATERAL 4' BASE DITCH
JB w/MH
R
E
M
O
V
E
HW
RCP-III
36"
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
15"
RCP
-
IV

CB-G
JB w/MH
15" RCP-IV
RCP-III72"
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
2 ELBOWS
15"
WOODS
WOODS
WOODS
1SFD
CONC
42"
9
'

B
S
T
VAR. BST
BARN
(BLK)
G
1
0'
C
O
N
C
48" BK
CONC 1SFD
DK
DK
WOODS
WOODS
WOODS
9
'

G
R
W/BSMT
1SBKD
16
'

C
ON
C
10
.5
' CONC
CONC
1SBKD
48" CONC
STEPS
WD
WOODS
WOODS
1 •SBKD
14' CONC
1SBKD
10' BST
VAR. BST
4
2
"
C
O
N
C
11' CONC
W
O
O
D
S
-BY- 175
-BY- 176
9
'
S
OIL
MTL MTL
WOODS
WOODS
WOODS
WOODS
MTL MTL
S
T
E
P
S
W
D
W/BSMT
1SBKD
BK WALL
VAR. HT
S
4
8
"
C
H
L
4
8
"
C
H
L
LT
48" CONC
BK WALL
VAR. HT
T
A
N
K
A
/
G

L
P
10
'

C
O
N
C
CONC
9
.5
'

C
ON
C
CONC
WOODS
WOODS
8
' GR
PA
V
ER
S
C
O
N
C
1SBKD
C
O
N
C
LAMP C
O
N
C
BK WALLVAR. HT
TANKA/G LP
48" CHL
48" C
H
L
48" CHL
GATE48" CHL
42" CONC
V
A
R
.

H
T

B
L
K

W
A
L
L
3
6
"
W
D
GATE
60" CHL
6
0"
CHL
GATE
60" CHL
6
0
" V
INY
L
W/60" VINYL
BLK WALL
VAR. HT 6
0
"C
H
L
BLK WALL
VAR. HT
42" C
O
N
C
TANK
A/G LP
LAMP
60"
W
W
GR
GR
W/LT
60" WD
FOUNTAIN
SGR
ARBOR
WD
C
O
N
C
L
A
M
P
C
O
N
C
W
A
L
L
V
A
R.
H
T
CONC WALL
VAR. HT
PAVERS
R
A
I
L
4
8
"
W
D
R
AI
L
4
8
"
W
D
6
0"
CO
NC
BK
WELL
TO DEAD END
TO LONG LEAF DR.
B
M
6
US 158/ REIDSVILLE RD 28' BST
T
R
ANQUIL
AVE

19
' B
S
T
BST
PALALCE AVE 19' BST
30" C&G
30" C&G
EOI
8" CI
6
" C
I
6
"
C
I
6" CI
WALTER S WATLINGTON
EIP
R/W MON
EIP EIP EIP EIP REB
N

4
9
°11'
15
"
W
7
0
.
0
0
'
S

4
9
°5
0
'
5
5
"
E
2
18
.
6
3
'
S 30°09'06" W
303.53'
N
6
2
°
19'
4
7
"
W
2
5
7
.
0
0'
S 88°57'55" E
256.53'
S

4
5
°0
2
'4
5
" E
2
0
0
.6
5
'
N

4
4
°5
6
'0
2
" W
2
0
0
.8
0
'
N
19°46'14" W
231.84'
S 40°06'55" W
48.07'
S 39°57'15" W
141.00'
S 40°35'12" W
40.22'
S 39°50'46" W
65.94'
S 12 °4 2 '14 " E
2 2 4 .7 1'
N

5
0
°0
9
'
14
"
W
2
0
0
.
0
0
'
N

5
0
°0
9
'
14
"
W
10
0
.
4
0
'
S 39°50'46" W
N

5
0
°0
9
'
0
8
"
W
N
4
0
°0
4
'10
" W
2
0
0
.0
0
'
REB
S

4
7
°14
'
16
"
E
10
0
.0
0
'
S 40°12'44" W
213.66'
S 40°35'28" W
208.86'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
" E
5
0
.0
0
'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
R
E
B
EI
P
S 47°14'16" E
13.51'
N 40°12'44" E
23.43'
EIP
N 86°56'16"
W
192.54'
EIP
E
IP
N 13°21'34" E
203.06'
S

5
9
°
4
9
'
16
"

E
17
8
.
9
1'
R/W MONEIP
N

5
9
°
4
9'
16
"

W
10
6
.
9
7'
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
N 89°23'16"
W
65.90'
N 00°48'44" E
40.00'
N 00°48'44" E
100.10'
N 00°48'44" E
71.18'
S 84°05'48" W
138.27'S 86°43'59"
W
107.04'DB 1216 PG 771
SHIRLEY P MOORE
PB 21 PG 69
CAROLYN G JONES
DB 2883 PG 1030
PB 21 PG 69
HOBART L JONES
PB 21 PG 69
DB 3000 PG 1866
YVETTA M GLENN
BOBBIE H MILLER
DB 1178 PG 762
DB 1185 PG 1778
PB 21 PG 69
PB 21 PG 69
DB 1124 PG 282
JANIE HOOKER
CLARENCE M HOOKER
PB 21 PG 69
EDWARD C THOMPSON
DB 1703 PG 418
WENDY W HELMENDACH
SIDNEY C WOOTEN
DB 2859 PG 4455
PB 21 PG 21
DB 2847 PG 359
MARY D THREADGILL
LEONARD J THREADGILL
ANTONIO P GONZALEZ-MARCO
DB 1041 PG 620
EARLINE W JOHNSON
DB 1934 PG 1191
WALTER L HARRIS
PATRICIA HARRIS
DB 1617 PG 3940
DB 1155 PG 273
NANCY BEESON
JOHN E BEESON
DB 549 PG 1
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
GOURLEY
DORENE T
PG 455
DB 786
-BL- 111
-BY- 175
-BY- 176
-BL- 112
VAR. BST
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
TRACIE B CARTER
ALEX T CARTER
DB 2859 PG 2689
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
PATTY L DISHMAN
BOBBY H DISHMAN
EOI
8 ", CAST IRON
6

",
C
A
S
T

IR
O
N
6
",
C
A
S
T
I
R
O
N
6 ", CAST IRON
MTL
-BL- 112
WOODS
US 158/ REIDSVILLE RD 28' BST
15" RCP
15"
R
C
P
15" RCP
15" RCP
15
"
R
C
P
4
8
"
R
C
P
HW
13' CONC
INV=861.39'
INV=858.99'
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.7
5
'
12
"

R
C
P
INV=864.78'
v
v
15" RCP
12' CONC WW7' CONC WW
9' CONC HW
7' CONC WW
9' CONC HW
12' CONC WW
1-6'x
6' B
A
R
R
E
L
15" RCP
v
v
BR
IDGE
WD
B R IDG EWD
C
U
L
1
C
U
L
2
HW1
C
E
1
C
U
L
3
C
U
L
4
C
E
2
H
W2
15"
R
C
P
1
2
"
R
C
P
15" RCP
DI
S
CB
18" RCP
T
O
P
=
8
8
8
.
13
'
18" RCP
18"RCP
12' CONC WW7' CONC WW
9' CONC HW
1-6
'x
6
' B
A
R
R
E
L
C
U
L
1
C
U
L
2
H
W
1
C
E
1
7' CONC WW
9' CONC HW
12' CONC WW
1-6
'x
6
' B
A
R
R
E
L
v
v
B
R
IDG
E
WD
C
U
L
3
C
U
L
4
C
E
2
H
W
2
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SFC
SFB
SFC
WJA
SFB
SFD
SEE INSET A
INSET A
SEE INSET B
INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 6 OF 23
PERMIT DRAWING
SITE 2A
SITE 2C
SITE 2E
SITE 2B
SITE 2D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
2
A
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 12
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

11
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

13
FOR -Y9- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
-Y9- PT Sta. 12+83.63
-Y9- POT Sta. 10+00.00
15
+
0
0
105+00 110+00
100+00
-L- POT Sta. 100+08.10
-Y9- POT Sta. 16+03.54=
-Y9- PC Sta. 10+35.75
BEGIN CONSTRUCTION
-
Y9
-
-L--L-RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
FF
F C
C
F
F
FF
F
F
F
F
FF
F
F F
FF
FFF
F F
F
FFFF
FF
F
F
C
F
C
F
C
C
F
C
C
S
S
S
S
S
S
S
S
TS
TS
S
S
S
S
TS
TS
SITE 1C
SITE 1B
SITE 2D
SITE 2B
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 1A
SITE 1E
SITE 2A
S
S
SITE 2C
SITE 1D
SITE 2E
S
S
S
S
TS
S
S
S
S
-L-
RAISED GRASS MEDIAN
FF
S
S
TS
F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE
15"
R
EM
O
V
E
CB-F
CB-G
HW
JB w/MH
CB-G
CB-G
CB-G
CB-E
CB-F
CB-F
CB-F
CB-F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F CB-F CB-E CB-G CB-G CB-G CB-G
DI
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL L
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
CB-GCB-G
REMOVE SYSTEM
REMOVE SYSTEM
CB-FCB-F
15" RCP-IV
15" RCP-IV
15" 15"
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
15" 15"
SEE DETAIL A
LATERAL V DITCH
REMOVEREMOVE
2GIB-NSS
CB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
REMOVE
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL E
BERM DITCH
JB w/MH
24" RCP-IV
24" RCP-IV
REMOVE
15
"

1
5
"
REMOVE
R
E
M
O
V
E
HW
72" RCP-III
RCP-III
36"
NOT BURIED
6'x6' RCBC EXT.
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
RCP-III72"
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
15" RCP-IV
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
15" RCP-III
15" RCP-
IV

SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
DO NOT BURY
72" WELDED STEEL
TRENCHLESS INSTALLATION
CB-G
RCP-IV
24"
JB W/MH
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
WELDED STEEL
INSTALLATION 72"
TRENCHLESS
SEE DETAIL P
W/ CL B RIPRAP
STANDARD 4' BASE DITCH
15" - 2 ELBOWS
2 ELBOWS
15"
2
ELBOW
S
1
5"
2

E
LBO
W
S
15
"
2 ELBOWS
24"
2

ELBO
W
S
15
"
15" RCP-III
15
"

SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
NOT BURIED
6'x6' RCBC EXT.
CB-GCB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
JB W/MH
2

E
LB
O
W
S
1
5
"
1
5
"

WOODS
WOODS
WOODS
1SFD
CONC
42"
9
'

B
S
T
VAR. BST
BARN
(BLK)
G
1
0'
C
O
N
C
48" BK
CONC 1SFD
DK
DK
WOODS
WOODS
WOODS
9
'

G
R
W/BSMT
1SBKD
16
'

C
ON
C
10
.5
' CONC
CONC
1SBKD
48" CONC
STEPS
WD
WOODS
WOODS
1 •SBKD
14' CONC
1SBKD
10' BST
VAR. BST
4
2
"
C
O
N
C
11' CONC
W
O
O
D
S
-BY- 175
-BY- 176
9
'
S
OIL
MTL MTL
WOODS
WOODS
WOODS
WOODS
MTL MTL
S
T
E
P
S
W
D
W/BSMT
1SBKD
BK WALL
VAR. HT
S
4
8
"
C
H
L
4
8
"
C
H
L
LT
48" CONC
BK WALL
VAR. HT
T
A
N
K
A
/
G

L
P
10
'

C
O
N
C
CONC
9
.5
'

C
ON
C
CONC
WOODS
WOODS
8
' GR
PA
V
ER
S
C
O
N
C
1SBKD
C
O
N
C
LAMP C
O
N
C
BK WALLVAR. HT
TANKA/G LP
48" CHL
48" C
H
L
48" CHL
GATE48" CHL
42" CONC
V
A
R
.

H
T

B
L
K

W
A
L
L
3
6
"
W
D
GATE
60" CHL
6
0"
CHL
GATE
60" CHL
6
0
" V
INY
L
W/60" VINYL
BLK WALL
VAR. HT 6
0
"C
H
L
BLK WALL
VAR. HT
42" C
O
N
C
TANK
A/G LP
LAMP
60"
W
W
GR
GR
W/LT
60" WD
FOUNTAIN
SGR
ARBOR
WD
C
O
N
C
L
A
M
P
C
O
N
C
W
A
L
L
V
A
R.
H
T
CONC WALL
VAR. HT
PAVERS
R
A
I
L
4
8
"
W
D
R
AI
L
4
8
"
W
D
6
0"
CO
NC
BK
WELL
TO DEAD END
TO LONG LEAF DR.
B
M
6
US 158/ REIDSVILLE RD 28' BST
T
R
ANQUIL
AVE

19
' B
S
T
BST
PALALCE AVE 19' BST
30" C&G
30" C&G
EOI
8" CI
6
" C
I
6
"
C
I
6" CI
WALTER S WATLINGTON
EIP
R/W MON
EIP EIP EIP EIP REB
N

4
9
°11'
15
"
W
7
0
.
0
0
'
S

4
9
°5
0
'
5
5
"
E
2
18
.
6
3
'
S 30°09'06" W
303.53'
N
6
2
°
19'
4
7
"
W
2
5
7
.
0
0'
S 88°57'55" E
256.53'
S

4
5
°0
2
'4
5
" E
2
0
0
.6
5
'
N

4
4
°5
6
'0
2
" W
2
0
0
.8
0
'
N
19°46'14" W
231.84'
S 40°06'55" W
48.07'
S 39°57'15" W
141.00'
S 40°35'12" W
40.22'
S 39°50'46" W
65.94'
S 12 °4 2 '14 " E
2 2 4 .7 1'
N

5
0
°0
9
'
14
"
W
2
0
0
.
0
0
'
N

5
0
°0
9
'
14
"
W
10
0
.
4
0
'
S 39°50'46" W
N

5
0
°0
9
'
0
8
"
W
N
4
0
°0
4
'10
" W
2
0
0
.0
0
'
REB
S

4
7
°14
'
16
"
E
10
0
.0
0
'
S 40°12'44" W
213.66'
S 40°35'28" W
208.86'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
" E
5
0
.0
0
'
S

4
7
°14
'
16
" E
10
0
.
0
0
'
R
E
B
EI
P
S 47°14'16" E
13.51'
N 40°12'44" E
23.43'
EIP
N 86°56'16"
W
192.54'
EIP
E
IP
N 13°21'34" E
203.06'
S

5
9
°
4
9
'
16
"

E
17
8
.
9
1'
R/W MONEIP
N

5
9
°
4
9'
16
"

W
10
6
.
9
7'
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
N 89°23'16"
W
65.90'
N 00°48'44" E
40.00'
N 00°48'44" E
100.10'
N 00°48'44" E
71.18'
S 84°05'48" W
138.27'S 86°43'59"
W
107.04'DB 1216 PG 771
SHIRLEY P MOORE
PB 21 PG 69
CAROLYN G JONES
DB 2883 PG 1030
PB 21 PG 69
HOBART L JONES
PB 21 PG 69
DB 3000 PG 1866
YVETTA M GLENN
BOBBIE H MILLER
DB 1178 PG 762
DB 1185 PG 1778
PB 21 PG 69
PB 21 PG 69
DB 1124 PG 282
JANIE HOOKER
CLARENCE M HOOKER
PB 21 PG 69
EDWARD C THOMPSON
DB 1703 PG 418
WENDY W HELMENDACH
SIDNEY C WOOTEN
DB 2859 PG 4455
PB 21 PG 21
DB 2847 PG 359
MARY D THREADGILL
LEONARD J THREADGILL
ANTONIO P GONZALEZ-MARCO
DB 1041 PG 620
EARLINE W JOHNSON
DB 1934 PG 1191
WALTER L HARRIS
PATRICIA HARRIS
DB 1617 PG 3940
DB 1155 PG 273
NANCY BEESON
JOHN E BEESON
DB 549 PG 1
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
GOURLEY
DORENE T
PG 455
DB 786
-BL- 111
-BY- 175
-BY- 176
-BL- 112
VAR. BST
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
TRACIE B CARTER
ALEX T CARTER
DB 2859 PG 2689
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
PATTY L DISHMAN
BOBBY H DISHMAN
EOI
8 ", CAST IRON
6

",
C
A
S
T

IR
O
N
6
",
C
A
S
T
I
R
O
N
6 ", CAST IRON
WOODS
US 158/ REIDSVILLE RD 28' BST
MTL
-BL- 112
15" RCP
15"
R
C
P
15" RCP
15" RCP
15
"
R
C
P
4
8
"
R
C
P
HW
13' CONC
INV=861.39'
INV=858.99'
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.7
5
'
12
"

R
C
P
INV=864.78'
v
v
15" RCP
12' CONC WW7' CONC WW
9' CONC HW
7' CONC WW
9' CONC HW
12' CONC WW
1-6'x
6' B
A
R
R
E
L
15" RCP
v
v
BR
IDGE
WD
B R IDG EWD
C
U
L
1
C
U
L
2
HW1
C
E
1
C
U
L
3
C
U
L
4
C
E
2
H
W2
15"
R
C
P
1
2
"
R
C
P
15" RCP
DI
S
CB
18" RCP
T
O
P
=
8
8
8
.
13
'
18" RCP
18"RCP
7' CONC WW
9' CONC HW
12' CONC WW
1-6
'x
6
' B
A
R
R
E
L
v
v
B
R
IDG
E
WD
C
U
L
3
C
U
L
4
C
E
2
H
W
2
12' CONC WW7' CONC WW
9' CONC HW
1-6
'x
6
' B
A
R
R
E
L
C
U
L
1
C
U
L
2
H
W
1
C
E
1
850
855
8
5
5
8
5
5
855
855
8
6
0
860
8
6
0
860
860
860
860
860
8
6
0
860
8
6
0
860
860
860
8
6
5
8
6
5
865
865
8
6
5
8 6 5
865
8
6
5
8
6
5
8
6
5
8
6
5
8
6
5
865
8
6
5
865
865
865
865
8
6
5
865
865
865
8
7
0
8
7
0
8
70
870
8 7 0
870
8
7
0
870
870
870
870
870
870
870
8
7
0
870
87 0
8
7
0
870
8
7
0
870
870
870
8
7
0
8
7
0
8
7
0
870
8
7
0
870
8
7
0
8
7
0
870870
8
7
0
870
870
8 70
870
870
8
7
0
8
7
5
875
875
875
875
875
8
7
5
875
875
875
875
875
875
875
875
8
7
5
8
7
5
875 875
8
7
5
875
875
875
875
8
7
5
875
8
7
5
875
8
7
5
8
7
5
8
7
5
8
7
5
875
8
7
5
875
875
8
7
5
875
880
88
0
880
880880880880880880880
8
8
0
880
880
8
8
0
880
880
880
880 880
880
8
8
0
880
8
8
0
880
880
8
8
0
880
8
8
0
880 880 880
880
880880
880
880
880
880
8
8
0
8
8
0
8
8
0
880
880
880
88
0
8
8
0
880
880
880
880
885
885
885
8
8
5
8
8
5
885
8
8
5
885
885
885
885
8
8
5
8
85
885
8
8
5
8
8
5
8
8
5
8
8
5
8
8
5
885 885
885
885
8
8
5
88 5
885
8
85
885
885
885
885
885
885
885
885
8
9
0
890
890
890
8
9
0
890
8
9
0
890
890
8
9
0
890
890
8
9
0
8
9
0
890
890
890
890
890
890
8
9
0
890
8
9
0
890
890
890
8
9
0
895
895
895
895
8
9
5
8
9
5
895
895
895
895
89
5
89
5
8
9
5
895
9
0
0
9
0
0
900
900
900900
8
6
0 8
6
0 865
865
865
865
8
7
0
8
7
0
870
875
880880
865 8
6
5
865
870
8
7
0
870
8
7
0
870
870
875
880
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SFC
SFB
SFC
WJA
SFB
SFD
SEE INSET A
INSET A
SEE INSET B
INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 7 OF 23
PERMIT DRAWING
SITE 2A
SITE 2B
SITE 2C
SITE 2E
SITE 2D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
2
A
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 12
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

11
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

13
FOR -Y9- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
-Y9- PT Sta. 12+83.63
-Y9- POT Sta. 10+00.00
15
+
0
0
105+00 110+00
100+00
-L- POT Sta. 100+08.10
-Y9- POT Sta. 16+03.54=
-Y9- PC Sta. 10+35.75
BEGIN CONSTRUCTION
-
Y9
-
-L--L-RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
FF
F C
C
F
F
FF
F
F
F
F
FF
F
F F
FF
FFF
F F
F
FFFF
FF
F
F
C
F
C
F
C
C
F
C
C
S
S
S
S
S
S
S
S
TS
TS
S
S
S
S
TS
TS
SITE 1C
SITE 1B
SITE 2D
SITE 2B
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 1A
SITE 1E
SITE 2A
S
S
SITE 2C
SITE 1D
SITE 2E
S
S
SEE INSET B
F
S
S
TS
SEE INSET A
-L-
RAISED GRASS MEDIAN
FF
S
S
TS
S
S
S
S
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE
15"
R
EM
O
V
E
CB-F
CB-G
HW
JB w/MH
CB-G
CB-G
CB-G
CB-E
CB-F
CB-F
CB-F
CB-F
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-F CB-F CB-E CB-G CB-G CB-G CB-G
DI
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL L
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
CB-GCB-G
REMOVE SYSTEM
REMOVE SYSTEM
CB-FCB-F
15" RCP-IV
15" RCP-IV
15" 15"
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
15" 15"
SEE DETAIL A
LATERAL V DITCH
REMOVEREMOVE
2GIB-NSS
CB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
REMOVE
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL E
BERM DITCH
JB w/MH
24" RCP-IV
24" RCP-IV
REMOVE
15
"

1
5
"
REMOVE
R
E
M
O
V
E
HW
72" RCP-III
RCP-III
36"
NOT BURIED
6'x6' RCBC EXT.
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
RCP-III72"
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
15" RCP-IV
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
15" RCP-III
15" RCP-
IV

SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
DO NOT BURY
72" WELDED STEEL
TRENCHLESS INSTALLATION
CB-G
RCP-IV
24"
JB W/MH
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
WELDED STEEL
INSTALLATION 72"
TRENCHLESS
SEE DETAIL P
W/ CL B RIPRAP
STANDARD 4' BASE DITCH
15" - 2 ELBOWS
2 ELBOWS
15"
2
ELBOW
S
1
5"
2

E
LBO
W
S
15
"
2 ELBOWS
24"
2

ELBO
W
S
15
"
15" RCP-III
15
"

CB-GCB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
NOT BURIED
6'x6' RCBC EXT.
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
JB W/MH
2

E
LB
O
W
S
1
5
"
1
5
"

SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
NOT BURIED
6'x6' RCBC EXT.
INV = 864.69
INV = 863.49
INV = 861.39
INV = 858.99
EXISTING 42" RCP
EXISTING 48" RCP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 250
ENGLISH
850
860
870
890
880
890
880
870
860
850
-L- STA. 101+02
SITE 1
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2577A
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
P
F
L
_
S
I
T
E
1
.
d
g
n
F
k
e
y
s
SHEET 8 OF 23
PERMIT DRAWING
(length=394')
TRENCHLESS INSTALLATION 72" WELDED STEEL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 861.70
TOP = 876.60
INV = 866.35
INV = 856.45
PROP. JB w/MH
PROP. JB w/MH
TOP = 877.45
INV = 865.10
72" W
.S
.
72"
R
C
P
72" W
.S.
72
"
RCP
@
50'
2.
50%
2.50%
@
134
'
2.50%
@
159
'
2
.5
0%
@

5
1'
TOP = 871.66
INV = 857.72
PROP. JB w/MH
-Y9-
-L-
D
D
D
D
D
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 250
ENGLISH
860
870
880
890 890
880
870
860
-L- STA. 107+57
SITE 2
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2577A
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
P
F
L
_
S
I
T
E
2
.
d
g
n
F
k
e
y
s
850 850
SHEET 9 OF 23
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
(LENGTH=85')
PROPOSED 6'X6' RCBC EXTENSION
890
880
870
860
850
TOB - LT
TOB - RT
L
EXISTING 6' X 6' RCBC
RETAIN AND EXTEND
(2
:1 N
O
RMAL)
2
.1:1 (
2:
1
N
O
R
M
A
L)
2.
3:
1
100-YR WSEL = 868.8'
1.8%
0.62%
2.6%
VERT. SCALE: 1=10'
HORIZ. SCALE: 1=50'
FLOODPLAINS: WOODED W/ BRUSH
BED MATERIAL: SAND AND GRAVEL
EXISTING STREAMBED
PROPOSED STREAMBED
G.P. ELEV. = 883.9'
PROP. 6' X 6' RCBC EXT.
C STA. 107+57 -L-
RCBC EXTENSION
PROPOSED 6' X 6'
RCBC EXTENSION
PROPOSED 6' X 6'
50-YR WSEL = 868.6'
NWS (11/27/18) WSEL = 864.1'
INV. = 863.7'
EXISTING INLET
INV. = 862.0'
EXISTING OUTLET
THICKNESS = 0.8'
EXISTING TOP SLAB
S
RIP-RAP 36" SBG
VAR. PAVED
VAR. PAVED
VAR. PAVED
4' P.S.
VAR. PAVED
48" WW/1SBW
48" WW/1SBW
VAR. PAVED
US 158
U/C
8" DI8" VC
8" VC
CONC
S
1SB
K
D
(BLK)G
1SFD
S
72" WD
VAR. CONC
CONC
42" CONC
ABANDONEDAPPEARS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
(D ILA P )
B A R N
FRANKLIN FARM
RD. (PVT)
F
R
A
N
K
LIN

F
A
R
M
R
D
. (
P
VT
)
13
' GR
13
' GR
RAP
RIP
CONC
S
WD
WELL
MON.
W/LT
6
"
C
O
N
C

C
U
R
B
6
"
C
O
N
C
C
U
R
B6
" C
O
NC

C
UR
B
BST
RAP
RIP
MTL MTL
MTLMTL
60" CHL
48" CHL
CONC
RAMP
WD
WOODS
HTR
11' GR
VAR. GR48" WW & 1SBW
48"
W
W
& 1S
B
W
48" WW & 1SBW GATE
MTL
WOODS
WOODS
WOODS W
OODS
W
OODS
48" WW & 1SBW
GR
W/LT
LT
S
VAR
. GR
V
A
R
. H
T
B
K
WA
LL SS
S S DK
CONCVAR
. B
ST
GR 1SFD(DILAP)
BARN
(HIGH TENSION)
POLE
MTL
12" DI
16
" DI
16" DI
16
" DI
11' CONC
1SFBUS
4
8"
CONC
VAR
. GR
S
A
T
WELL
PUMP
SEPTIC
POLES
SERVICE
BSMT
W/UG
CONC
TO DEAD END
TO
D
EA
D
EN
D
US 158/ REIDSVILLE RD 27' BST
BST
BST
T
T
12" CI
12" DI
R/W MON
REB
REB
DB 1321 PG 1461
30' ACCESS EASEMENT
EIP
EIP
EIP
EIP
288.79'
83.92'
285.39'
213.10'
245.36'
99.69'
144.08'
121.99'45.33'
192.54'
130.00'
85.00'
2
0
' S
ANIT
ARY S
E
WER EAS
EMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
SEWER
EASEMENT
20' SAN
ITARY
N

4
9
°4
7
'
0
2
"
W
9
8
.
8
9
'
3.70'
N 04°45'27" W250.70'
1.79'
S 83°07'42"
W
97.73'
N 01°15'03" E
318.35'
N 01°15'03" E
46.11'
N 01°15'03" E
107.32'
60.00'EXISTING R/
W
EXISTING R/
W
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
N

4
9
°10
'
5
9
"
W
12
7
.
6
6
'
JASON A. STEWART
DB 2589 PG 4046
DB 520 PG 97
E.E. BRADLEY HEIRS
DB 2333 PG 3048
ANGIE L. DOUGLAS
RANDY L. DOUGLAS
CAROL WESTMORELAND
DB 1809 PG 3712
DB 983 PG 526
DB 2105 PG 4144
DAN WESTMORELAND
JANE WHICKER &
DB 573 PG 367
DB 107 PG 246
DB 2124 PG 2239
DB 2226 PG 1302
LOUISE FRANKLIN
DB 843 PG 125
DB 2686 PG 2459 DB 2466 PG 1003
KATHLEEN SKOTCHER
PAUL JOHN SKOTCHER
DB 3142 PG 4202DANIEL LASLEYMARY MYERS HOLDING GROUP LLC
DB 3212 PG 2698
BETSY WHICKER
JANE W WHICKER
DB 2226 PG 1305
BRENDA BALL
WALDEN G. BALL
DB 1215 PG 654
DUKE POWER COMPANY EASEMENT
AS PER P.B. 46 PG. 136
WILLIA
M TUCKER RD 20' BST
DB 2817 PG 1752
LASLEY
DANIEL RAY
US 158/ REIDSVILLE RD
RIP-RAP
;
;
;
;
;
E
N
D

C
/
A
DB 2817 PG 1752
T
T
12 ", CAST IRON
12 ", CAST IRON
8"
VC
ABANDONEDAPPEARS
WOODS
WOODS
F
R
A
N
K
L
I
N

F
A
R
M

R
D
. (
P
V
T
)
13
' GR
13
' GR
RAP
RIP
W/LT
T
SEWER
EASEMENT
20
' SAN
ITARY
1.79'
S 83°07'42"
W
97.73'RIP-RAP
T
15
" HDPE
15
"
R
C
P
DI
DI
DI
DI
INV=847.53'
INV=894.75'
15" HDPE
30"
HDP
E
INV=850.57'
INV=851.42'
18" CMP
12" RCP
15" C
MP
INV=
8
3
9
.7
4
'
INV=8
3
8
.4
6
'
8" HDPE
3-7'x
10'
B
A
R
R
E
L
S
WW
7' CONC WW
15' CONC
29.5' CONC HW
WW
15' CONC WW
8' CONC29.5' CONC HW
C
U
L
7
C
U
L
8
C
U
L
9
C
U
L
10
C
U
L
11
C
U
L
12
H W2
CE
2
C
U
L
1
C
U
L
2
C
U
L
3
C
U
L
4
C
U
L
5
C
U
L
6
C
E
1
H W1
6' CONC H
W
6' CONC H
W
18"VCP
15" RCP
18
"

R
C
P
DI
30"
H
DP
E
INV=850.57'
INV=851.42'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
LOWE
RY MILL CR
E
E
K
LOWERY MILL CREEK
SFA
SEW
WHX
PN
SEW
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 10 OF 23
PERMIT DRAWING
SEE INSET A
SITE 3A
SITE 3B
SITE 3C
INSET A
SITE 3D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
5
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 15
M
A
T
C
H
LIN
E

-
L-

S
TA
.

1
5
1+
0
0

S
E
E

S
H
E
E
T

1
6
S
E
E

S
H
E
E
T
14
-
Y
14
-

S
T
A
.

11+
5
0
M
A
T
C
H
LIN
E
-
L-

S
T
A
.

1
3
8
+
5
0

S
E
E

S
H
E
E
T

1
4
M
A
T
C
H
LIN
E
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
140+00
145+00 150+00
-Y13- PC Sta. 10+82.73
-Y13- PT Sta. 12+26.54
-Y13- POT Sta. 16+13.0615+00
-Y14-
-Y14- PT Sta. 13+90.00
-Y14- PC Sta. 12+07.47
-Y13- POT Sta. 13+00.00
END CONSTRUCTION
-L- POT Sta. 142+63.64
-Y13- POT Sta. 10+00.00=
PI Sta 11+59.90
R = 160.00'
SE= 0.04
-Y13-
PI Sta 13+03.02
R = 250.00'
SE= 0.03
-Y14-
DS= 25 MPH DS= 20 MPH
-
Y13-
-L- POT Sta. 139+55.88
BEGIN BRIDGE
-L- POT Sta. 139+27.15
BEGIN APPROACH SLAB
-L- POT Sta. 141+21.00
END BRIDGE
-L- POT Sta. 141+49.87
END APPROACH SLAB
-L-RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
-Y14- POT Sta. 15+18.00
END CONSTRUCTION
-Y14- POT Sta. 13+75.00
15+00 -Y14- POT Sta. 15+50.00
CC
FF
C
F
F
F
F
F
C
F C
C
C F
F
F
F
C
FC
CF
C
F
F
F
F
F
SEE INSET A
-Y14-
F
C
F
F
S
SITE 3B
S
SITE 3B
SITE 3C
SITE 4B
SITE 4A
SITE 3A
SITE 3DHW
CB-F
REMOVE
RET
AI
N
CB-FCB-F
15" RCP-IV 15" RCP-IV
CB-FCB-G
15" RCP-IV
2GIB-NSS
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-GCB-GCB-GCB-GCB-E
CB-F
CB-F
CB-F
15" RCP-IV
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-IV
JB w/MH
JB w/MH
REMOVE
W / FLO
W ABLE FILL
PLUG & FILL
15" RCP-IV
FS
FS
JB w/MH
15
"

RC
P
-
IV

18
"
RC
P-III
REMOVE SYSTEM
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
30" HDPE
REMOVE
R
C
P
-
I
V
1
8
"
15"RCP-IV
15
"
RC
P
-
III
30"
RCP-IV
NSS
2GIB-
CB-E
CB-G
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
RCP-III
60"
RCP-III 60"SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
18"
18"
2
EL
B
O
WS
15"
15"
2 ELBOWS
30"
15
"
15"
15" - 2 ELBOWS 15"
HW JB w/MH
JB w/MH
JB w/MH
FS
FS
30" HDPE
REMOVE
R
C
P
-
I
V

1
8
"
R
C
P
-
III

RCP-III
60"
RCP-III 60"
18"
15" - 2 ELBOWS 15"
S
RIP-RAP 36" SBG
VAR. PAVED
VAR. PAVED
VAR. PAVED
4' P.S.
VAR. PAVED
48" WW/1SBW
48" WW/1SBW
VAR. PAVED
US 158
U/C
8" DI8" VC
8" VC
CONC
S
1SB
K
D
(BLK)G
1SFD
S
72" WD
VAR. CONC
CONC
42" CONC
ABANDONEDAPPEARS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
(D ILA P )
B A R N
FRANKLIN FARM
RD. (PVT)
F
R
A
N
K
LIN

F
A
R
M
R
D
. (
P
VT
)
13
' GR
13
' GR
RAP
RIP
CONC
S
WD
WELL
MON.
W/LT
6
"
C
O
N
C

C
U
R
B
6
"
C
O
N
C
C
U
R
B6
" C
O
NC

C
UR
B
BST
RAP
RIP
MTL MTL
MTLMTL
60" CHL
48" CHL
CONC
RAMP
WD
WOODS
HTR
11' GR
VAR. GR48" WW & 1SBW
48"
W
W
& 1S
B
W
48" WW & 1SBW GATE
MTL
WOODS
WOODS
WOODS W
OODS
W
OODS
48" WW & 1SBW
GR
W/LT
LT
S
VAR
. GR
V
A
R
. H
T
B
K
WA
LL SS
S S DK
CONCVAR
. B
ST
GR 1SFD(DILAP)
BARN
(HIGH TENSION)
POLE
MTL
12" DI
16
" DI
16" DI
16
" DI
11' CONC
1SFBUS
4
8"
CONC
VAR
. GR
S
A
T
WELL
PUMP
SEPTIC
POLES
SERVICE
BSMT
W/UG
CONC
TO DEAD END
TO
D
EA
D
EN
D
US 158/ REIDSVILLE RD 27' BST
BST
BST
T
T
12" CI
12" DI
R/W MON
REB
REB
DB 1321 PG 1461
30' ACCESS EASEMENT
EIP
EIP
EIP
EIP
288.79'
83.92'
285.39'
213.10'
245.36'
99.69'
144.08'
121.99'45.33'
192.54'
130.00'
85.00'
2
0
' S
ANIT
ARY S
E
WER EAS
EMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
SEWER
EASEMENT
20' SAN
ITARY
N

4
9
°4
7
'
0
2
"
W
9
8
.
8
9
'
3.70'
N 04°45'27" W250.70'
1.79'
S 83°07'42"
W
97.73'
N 01°15'03" E
318.35'
N 01°15'03" E
46.11'
N 01°15'03" E
107.32'
60.00'EXISTING R/
W
EXISTING R/
W
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
N

4
9
°10
'
5
9
"
W
12
7
.
6
6
'
JASON A. STEWART
DB 2589 PG 4046
DB 520 PG 97
E.E. BRADLEY HEIRS
DB 2333 PG 3048
ANGIE L. DOUGLAS
RANDY L. DOUGLAS
CAROL WESTMORELAND
DB 1809 PG 3712
DB 983 PG 526
DB 2105 PG 4144
DAN WESTMORELAND
JANE WHICKER &
DB 573 PG 367
DB 107 PG 246
DB 2124 PG 2239
DB 2226 PG 1302
LOUISE FRANKLIN
DB 843 PG 125
DB 2686 PG 2459 DB 2466 PG 1003
KATHLEEN SKOTCHER
PAUL JOHN SKOTCHER
DB 3142 PG 4202DANIEL LASLEYMARY MYERS HOLDING GROUP LLC
DB 3212 PG 2698
BETSY WHICKER
JANE W WHICKER
DB 2226 PG 1305
BRENDA BALL
WALDEN G. BALL
DB 1215 PG 654
DUKE POWER COMPANY EASEMENT
AS PER P.B. 46 PG. 136
WILLIA
M TUCKER RD 20' BST
DB 2817 PG 1752
DANIEL RAY
LASLEY
US 158/ REIDSVILLE RD
RIP-RAP
;
;
;
;
;
E
N
D

C
/
A
DB 2817 PG 1752
T
T
12 ", CAST IRON
12 ", CAST IRON
8"
VC
ABANDONEDAPPEARS
WOODS
WOODS
F
R
A
N
K
L
I
N

F
A
R
M

R
D
. (
P
V
T
)
13
' GR
13
' GR
RAP
RIP
W/LT
T
SEWER
EASEMENT
20
' SAN
ITARY
1.79'
S 83°07'42"
W
97.73'RIP-RAP
T
15
" HDPE
15
"
R
C
P
DI
DI
DI
DI
INV=847.53'
INV=894.75'
15" HDPE
30"
HDP
E
INV=850.57'
INV=851.42'
18" CMP
12" RCP
15" C
MP
INV=
8
3
9
.7
4
'
INV=8
3
8
.4
6
'
8" HDPE
3-7'x
10'
B
A
R
R
E
L
S
WW
7' CONC WW
15' CONC
29.5' CONC HW
WW
15' CONC WW
8' CONC29.5' CONC HW
C
U
L
7
C
U
L
8
C
U
L
9
C
U
L
10
C
U
L
11
C
U
L
12
H W2
CE
2
C
U
L
1
C
U
L
2
C
U
L
3
C
U
L
4
C
U
L
5
C
U
L
6
C
E
1
H W1
6' CONC H
W
6' CONC H
W
18"VCP
15" RCP
18
"

R
C
P
DI
30"
H
DP
E
INV=850.57'
INV=851.42'
845
8
4
5
850
8
5
0
855
8
5
5
8
5
5
860
860
8
6
0
860
8
6
5
8
7
0
830
8
35
8
3
5
835 840
8
4
0
840
840
840
840
840
840
8
4
0
845
845
8
4
5
8 45
845
845
845
845
845
845
845
845
8
4
5
845
845845
850
8
5
0
850850
850
850
850
850
850 850
850
850
850
850
8
5
0
850
850
850
850
855
8
5
5
8
5
5
855
855
855
855
855
8
5
5
855
855
855
855
855
855 855
855
8
5
5
855
860
860
860
8
6
0
860
860
860
860860
8
6
0
860
860
860
860 8
6
0
860
8
6
0
860
860
860
860
860
860
8
6
0
8
6
0
865
8
65
865
865
8
6
5
865
865
865
8
6
5
8
6
5
865
865
865
865
865
8
6
5
865
865
865
865
8
6
5
865
8
65
865
865
8
6
5
865
870
8
7
0
870
870
8
7
0
8
7
0
8
70
8
7
0
8
7
0
870
870
870
8
7
0
870
870
87
0
870
870
870
870
870
870
870
870
870
875
875
875
875
8
7
5
875
875
875
875
875
875
8
7
5
875
875
875
875
875
8
7
5
875
8
7
5
8
7
5
875
8
7
5
880
880
880
880
880
880
880
8
8
0
880
880
880
880
880
880
880
880
880
880
885
885
885
885
885
885
8
8
5
885
885
885
885
885
8
8
5
8
8
5
885
885
885
885
885
890
890
890
890
8
9
0
890
890
890
8
9
0
890
890
8
9
0
8
9
0
890
890
8
9
0
890
890
895
895
895
895
8
9
5
895
8
9
5
895
895
8
9
5
895
8
9
5
8
9
5
895
8
9
5
8
9
5
895
900
900
900
900
9
00
9
00
900
9
0
0
9
0
0
900
900
900
900 900
905
9
0
5
910
9
10
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
LOWE
RY MILL CR
E
E
K
LOWERY MILL CREEK
SFA
SEW
WHX
PN
SEW
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 11 OF 23
PERMIT DRAWING
SEE INSET A
SITE 3A
SITE 3B
SITE 3C
INSET A
SITE 3D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
1
5
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 15
M
A
T
C
H
LIN
E

-
L-

S
TA
.

1
5
1+
0
0

S
E
E

S
H
E
E
T

1
6
S
E
E

S
H
E
E
T
14
-
Y
14
-

S
T
A
.

11+
5
0
M
A
T
C
H
LIN
E
-
L-

S
T
A
.

1
3
8
+
5
0

S
E
E

S
H
E
E
T

1
4
M
A
T
C
H
LIN
E
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
140+00
145+00 150+00
-Y13- PC Sta. 10+82.73
-Y13- PT Sta. 12+26.54
-Y13- POT Sta. 16+13.0615+00
-Y14-
-Y14- PT Sta. 13+90.00
-Y14- PC Sta. 12+07.47
-Y13- POT Sta. 13+00.00
END CONSTRUCTION
-L- POT Sta. 142+63.64
-Y13- POT Sta. 10+00.00=
PI Sta 11+59.90
R = 160.00'
SE= 0.04
-Y13-
PI Sta 13+03.02
R = 250.00'
SE= 0.03
-Y14-
DS= 25 MPH DS= 20 MPH
-
Y13-
-L- POT Sta. 139+55.88
BEGIN BRIDGE
-L- POT Sta. 139+27.15
BEGIN APPROACH SLAB
-L- POT Sta. 141+21.00
END BRIDGE
-L- POT Sta. 141+49.87
END APPROACH SLAB
-L-RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
-Y14- POT Sta. 15+18.00
END CONSTRUCTION
-Y14- POT Sta. 13+75.00
15+00 -Y14- POT Sta. 15+50.00
CC
FF
C
F
F
F
F
F
C
F C
C
C F
F
F
F
C
FC
CF
C
F
F
F
F
F
SEE INSET A
-Y14-
F
C
F
F
S
SITE 3B
S
SITE 3B
SITE 3C
SITE 4B
SITE 4A
SITE 3A
SITE 3DHW
CB-F
REMOVE
RET
AI
N
CB-FCB-F
15" RCP-IV 15" RCP-IV
CB-FCB-G
15" RCP-IV
2GIB-NSS
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-GCB-GCB-GCB-GCB-E
CB-F
CB-F
CB-F
15" RCP-IV
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-IV
JB w/MH
JB w/MH
REMOVE
W / FLO
W ABLE FILL
PLUG & FILL
15" RCP-IV
FS
FS
JB w/MH
15
"

RC
P
-
IV

18
"
RC
P-III
REMOVE SYSTEM
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
30" HDPE
REMOVE
R
C
P
-
I
V
1
8
"
15"RCP-IV
15
"
RC
P
-
III
30"
RCP-IV
NSS
2GIB-
CB-E
CB-G
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
RCP-III
60"
RCP-III 60"SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
18"
18"
2
EL
B
O
WS
15"
15"
2 ELBOWS
30"
15
"
15"
15" - 2 ELBOWS 15"
HW JB w/MH
JB w/MH
JB w/MH
FS
FS
30" HDPE
REMOVE
R
C
P
-
I
V

1
8
"
R
C
P
-
III

RCP-III
60"
RCP-III 60"
18"
15" - 2 ELBOWS 15"
INV = 851.42
INV = 850.57
3
0
"
HD
PE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 250
ENGLISH
-Y14- STA. 13+25
SITE 3
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2577A
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
P
F
L
_
S
I
T
E
3
.
d
g
n
F
k
e
y
s
SHEET 12 OF 23
PERMIT DRAWING
840
850
860 860
850
840
(TOTAL LENGTH=75')
PROPOSED 60" RCP-III
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
TOP = 857.25
INV = 852.90
INV = 849.57
PROP. JB w/MH
60
"
RCP
-
III
INV = 850.81
INV = 850.11
2.00%
60" RCP-III
4
.3
9%
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
H
Y
D
_
p
f
l
3
5
_
S
i
t
e
4
.
d
g
n
F
k
e
y
s
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
35
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00
135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00131+00 132+00 133+00 134+00 144+00 145+00
900
920
940
930
910
-L-R-2577A
880
890
900
910
117+00 118+00 119+00 120+00 121+00 122+00
890
880
870
900
910
890
880
870
870
860
850
840
880
890
900
910
870
860
850
840
950
960
930
920
830 830
920 920
SHEET 13 OF 23
PERMIT DRAWING
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
(+)1.4037%
PI = 124+25.00
EL = 934.20'
(+)1.4037%
(-)4
.3
5
8
3%
VC = 490'
K = 85
DS = 50 MPH
PROPOSED GRADE
EXISTING GROUND
(-)4
.3
5
8
3%
ELEV=929.99'
-L- STA. 122+27.74 OFF 287' RT
N 870883 E 1656287
BM # 7
PI = 132+50.00
EL = 898.24'
VC = 600'
DS > 80 MPH
DS = 50 MPH
PROPOSED GRADE
EXISTING GROUND
ELEV=837.30'
-L- STA. 138+44.14 OFF 325.01' RT
N 872102 E 1657349
BM # 8
-
Y12
-

S
TA
.

2
4
+
7
4
.
2
0
-
L-

S
TA
.

13
6
+
5
3
.
7
8
-
Y1
3
-

S
TA
.

10
+
0
0
.
0
0
-
L-

S
TA
.

1
4
2
+
6
3
.
6
4
BOTTOM ELEV. = 839.1'
EXISTING 3-BARREL RCBC
PI = 132+50.00
EL = 898.24'
VC = 600'
K = 501
PI = 142+70.00
EL = 866.00'
(-
)3
.1615%(+)5.0000%
VC = 800'
K = 98
-L- STA. 139+55.88
BEGIN BRIDGE
-L- STA. 141+21.00
END BRIDGE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
= 50
= 500+
= 848.50
= 849.00
= 873.70
= 2.8
= 2,320
BRIDGE HYDRAULIC DATA
-L- STA. 139+54.50
SQ MI
= 1,900
= 32,000
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
= 500+
= 873.70
SQ MI
= 32,000
DS = 50 MPH
PI = 142+70.00
EL = 866.00'
VC = 800'
K = 98
(-)4
.3
5
8
3%
(-)3
.1615%
30" RCP
VAR
. S
OIL
CULTIVATED FIELD WOODS
WD SIGN
BS
T
3SBKAPT
DKDKDK
W/BASEMENT1SBKD
T
A
N
K
A/
G
OI
L
1SBKD
36" WD POST & CABLE
9' GR
9' GR
9' GR
WOODS9' G
R
MT
L
B
E
N
C
H
WOODS
36" WD POST & CABLE
8" VC
WOODS
8" VC
T
O
D
E
A
D
E
N
D
V
A
R.
G
R
LT
V
A
R. C
O
N
C
36" WD POST & CABLE
LT
LT
VAR. HT CHL
LT
LT
LT LT
BST
MAILBOXES
CONC W/
48" WD
WOODS WOODS
WOODS
60" CONC
48" WD 48" WD
4
8
" WD
10
.5
' B
S
T
CONC
BST
(DILAPIDATED)
1SFD
S
LT
CONC
W/BSMT
1 •SFD
4
8
" WD
GAZEBO
RAMP
MTL
PORCH
BK T
R
E
E
S
S
C
A
T
T
E
R
E
D
W/BSMT
1SBKD
DECK
STONE
10
'

B
S
T
S
VA
R
. C
O
N
C GR
DK
D
K
LT
WELL
WOODS WOODS
WOODS
WOODS
-BL- 128
48" CHL
GATE48" CHL
CONCCONCCONC
6
"
B
S
T
BK WALL
VAR. HT
SAT
(T
Y
P.)
WD
PO
ST
LT
PUMPSEPTIC
W/LT
W/LT
108" WD108" WD 108" WD
WD POST
PUMP
SEPTIC
DK
RAMP
60" WD
CONC
48"
CONC
(TYP.)
WD POST
(TYP.)
WD POST
(TYP.)
WD POST
8" VC 8" VC 8" VC
(S
A
N
D)
C
O
U
RT
V
OLLE
Y
B
ALL
T
ABLES
W/PIC
NIC
C
O
NC
H
OR
S
E
S
H
OE

P
IT
GR
AVE
L
E
Q
UIP
ME
NT
PL
A
Y
G
R
O
U
N
D
(P
IC
N
IC

S
HE
L
T
E
R
)
O
V
E
R

C
O
N
C
WD
C
A
NO
P
Y
1
S
BK
BST
BST
BST
BST
T
AB
L
E
S
W/P
IC
NIC
C
O
N
C
60"
C
O
N
C
SOIL/GR WALKING TRAILS
VARIOUS WIDTH
BST
SR 2365/DARROW RD 22' BST
R
O
C
K
L
N
D
R
2
0'
B
S
T
W
TTT
6
"
DI
REB EIP
N

5
2
°
5
4
'
4
7
"
W
N

5
2
°
5
4
'
4
7
"

W
2
0
3
.
9
8
'
S

5
2
°
5
2
'
4
8
"

E
2
3
1.
2
6
'
S 36°54'10" W
120.53'
N

5
2
°
5
4
'
5
9
"
W
5
3
3
.
4
8
'
S 02°43'11" E121.24'
N 87°16'18" E157.18'EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 89°26'36" E
253.25'
N 78°29'20" E
28.52'
N 78°23'20" E
197.57'
N 78°43'53" E
411.59'
N 76°36'42" E
335.31'
S 86°43'20" E
168.30'
S

4
6
°10
'3
6
" E
9
5
.
7
6
'
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
15
0
.
0
0
'
2.08'
2
0
0
.
0
0
'
JENNIFER A. KING
DB 3063 PG 376
DB 940 PG 237
FRANCES C. SCOTT
DB 2979 PG 799
FORSYTH, LLC
A&C PROPERTIES OF
CHARLES E MCDANIEL
FRANCES H MCDANIEL
DB 1390 PG 367
PB 19 PG 29
PB 19 PG 29
FRANCES H MCDANIEL
DB 2374 PG 2094
ALMA W WATSON
DB 3350 PG 1169
-BL- 128
CAROL M. WESTMORELAND
DB 1636 PG 417
PB 19 PG 29
JEANETTE E IRIZARRY
JACK IRIZARRY
PB 19 PG 29
DB 3159 PG 338
YAN YING CHEN
QI GUAN YE
W
TTT
6
",
D
U
C
T
I
L
E
I
R
O
N
WOODS
8" VC LT8" VC
15" RCP
15" RCP
12" RCP
12" RCP
18
"
R
C
P
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
STREAM
DISAPPEARING
SET
WHP
SPRING HEAD
POSSIBLE
STREAM
DISAPPEARING
WHP
STREAM
DISAPPEARING
7
5
'
2
4
'
2
4
'
SEE INSET A
INSET A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 14 OF 23
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SITE 5B
SITE 5A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
1
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 21
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
M
A
T
C
H
LIN
E

-
L2
-

S
TA
.

2
13
+
0
0

S
E
E

S
H
E
E
T

2
0
M
A
TC
H
LIN
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
2
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
FOR -D3- PROFILE SEE SHT. 50
FOR -L2- PROFILE SEE SHTS. 38-39
-L2-
215+00 220+00 225+00
PI Sta 211+91.50
D
L = 499.01'
T = 249.55'
R = 11,500.00'
-L2- PT Sta. 214+40.97
-L2-
-Y17-
RAISED GRASS MEDIAN 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
SE= NC
DS= 50 MPH
-Y17- Sta. 16+94.00
END CONSTRUCTION
-Y17- POT Sta. 19+00.00
PI Sta 10+41.53
D
L = 26.85'
T = 13.95'
R = 40.00'
-D3-
PC Sta. 10+27.58
-D3- POT Sta. 10+00.00
-L2- POT Sta. 216+00.00=
-D3- POT Sta. 11+50.00
-D3- PT Sta. 10+54.43-
D3-
C
C
C F
F
F
F
F
C
F
C
C
F
F
C C
FC
C F
C C
FF
F F F
F
F F
F
C
C
E
SITE 5A
S
TS
S
S
E
SITE 5B
SEE INSET A
F
E
SITE 5A
S
TS
S
S
E
CAT-1
FSS
15" RCP-III
15" RCP-III
CB-G
CB-G
CB-G
CB-G
CB-F
CB-F
CB-F
CB-G CB-G
RETAIN
15" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
CB-F
15" RCP-III
CB-G
CB-G
REMOVE
15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
R
E
M
O
V
E
15" RCP-III
24" RCP-III
15" RCP-III 15"
RCP-III
24" RCP-III
15" RCP-III
15" RCP-III
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-III
15" RCP-III
24" RCP-III
DI
DI
2
4
"

R
C
P
-
I
I
I

w/MH
JB
30" RCP-III
CB-G
CB-G 15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
15" RCP-III
VAR
. S
OIL
CULTIVATED FIELD WOODS
WD SIGN
BS
T
3SBKAPT
DKDKDK
W/BASEMENT1SBKD
T
A
N
K
A/
G
OI
L
1SBKD
36" WD POST & CABLE
9' GR
9' GR
9' GR
WOODS9' G
R
MT
L
B
E
N
C
H
WOODS
36" WD POST & CABLE
8" VC
WOODS
8" VC
T
O
D
E
A
D
E
N
D
V
A
R.
G
R
LT
V
A
R. C
O
N
C
36" WD POST & CABLE
LT
LT
VAR. HT CHL
LT
LT
LT LT
BST
MAILBOXES
CONC W/
48" WD
WOODS WOODS
WOODS
60" CONC
48" WD 48" WD
4
8
" WD
10
.5
' B
S
T
CONC
BST
(DILAPIDATED)
1SFD
S
LT
CONC
W/BSMT
1 •SFD
4
8
" WD
GAZEBO
RAMP
MTL
PORCH
BK T
R
E
E
S
S
C
A
T
T
E
R
E
D
W/BSMT
1SBKD
DECK
STONE
10
'

B
S
T
S
VA
R
. C
O
N
C GR
DK
D
K
LT
WELL
WOODS WOODS
WOODS
WOODS
-BL- 128
48" CHL
GATE48" CHL
CONCCONCCONC
6
"
B
S
T
BK WALL
VAR. HT
SAT
(T
Y
P.)
WD
PO
ST
LT
PUMPSEPTIC
W/LT
W/LT
108" WD108" WD 108" WD
WD POST
PUMP
SEPTIC
DK
RAMP
60" WD
CONC
48"
CONC
(TYP.)
WD POST
(TYP.)
WD POST
(TYP.)
WD POST
8" VC 8" VC 8" VC
(S
A
N
D)
C
O
U
RT
V
OLLE
Y
B
ALL
T
ABLES
W/PIC
NIC
C
O
NC
H
OR
S
E
S
H
OE

P
IT
GR
AVE
L
E
Q
UIP
ME
NT
PL
A
Y
G
R
O
U
N
D
(P
IC
N
IC

S
HE
L
T
E
R
)
O
V
E
R

C
O
N
C
WD
C
A
NO
P
Y
1
S
BK
BST
BST
BST
BST
T
AB
L
E
S
W/P
IC
NIC
C
O
N
C
60"
C
O
N
C
SOIL/GR WALKING TRAILS
VARIOUS WIDTH
BST
SR 2365/DARROW RD 22' BST
R
O
C
K
L
N
D
R
2
0'
B
S
T
W
TTT
6
"
DI
REB EIP
N

5
2
°
5
4
'
4
7
"
W
N

5
2
°
5
4
'
4
7
"

W
2
0
3
.
9
8
'
S

5
2
°
5
2
'
4
8
"

E
2
3
1.
2
6
'
S 36°54'10" W
120.53'
N

5
2
°
5
4
'
5
9
"
W
5
3
3
.
4
8
'
S 02°43'11" E121.24'
N 87°16'18" E157.18'EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 89°26'36" E
253.25'
N 78°29'20" E
28.52'
N 78°23'20" E
197.57'
N 78°43'53" E
411.59'
N 76°36'42" E
335.31'
S 86°43'20" E
168.30'
S

4
6
°10
'3
6
" E
9
5
.
7
6
'
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
15
0
.
0
0
'
2.08'
2
0
0
.
0
0
'
JENNIFER A. KING
DB 3063 PG 376
DB 940 PG 237
FRANCES C. SCOTT
DB 2979 PG 799
FORSYTH, LLC
A&C PROPERTIES OF
CHARLES E MCDANIEL
FRANCES H MCDANIEL
DB 1390 PG 367
PB 19 PG 29
PB 19 PG 29
FRANCES H MCDANIEL
DB 2374 PG 2094
ALMA W WATSON
DB 3350 PG 1169
-BL- 128
CAROL M. WESTMORELAND
DB 1636 PG 417
PB 19 PG 29
JEANETTE E IRIZARRY
JACK IRIZARRY
PB 19 PG 29
DB 3159 PG 338
YAN YING CHEN
QI GUAN YE
W
TTT
6
",
D
U
C
T
I
L
E
I
R
O
N
WOODS
8" VC LT8" VC
15" RCP
15" RCP
12" RCP
12" RCP
18
"
R
C
P
9
2
5
9
2
5
930
930
930
930
9
3
0
930
930
930
935
9 3 5
935
935
935
935
935
935
935
9 35
935
935
940
940
94
0
9
4
0
9
40
940
940
9
4
0
9
4
0940
940
9
4
0
940940
940
940
9
4
0
940
940 940
945
945
945
945
945
945
945
9
4
5
945
945
9
4
5
945
945
945945
945
945
9
4
5
945
9
4
5
945
945
950
950
950
950
9
5
0
950
950
9
5
0
950
950
950
95
0
950
950
950
950
9
5
5
955
955
955
955
955
955
955955
955
955
955
955
9
5
5
955
960
960
9
6
0
960
960
960
9609
6
0
960
960
960
960
960
960
9
6
0
960
960
960
9
6
5
965
965
965
9
6
5
965
965
965
965
9
6
5
965
965
965
9
6
5
965
965
965965
965
965
9
6
5
965
965
965
965
9
7
0
970 970
9
7
0
9
7
0
970
9 7 0
970
970
970
970
970
970
9
7
0
970
970
9
7
0
970
9
3
0
930
930
9
3
0
935
9 3 5
935
935
940
930
9
3
0
935935
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
STREAM
DISAPPEARING
SET
WHP
SPRING HEAD
POSSIBLE
STREAM
DISAPPEARING
WHP
STREAM
DISAPPEARING
7
5
'
2
4
'
2
4
'
SEE INSET A
INSET A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 15 OF 23
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
E E IN WETLAND
DENOTES EXCAVATION
SITE 5B
SITE 5A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
1
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 21
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
M
A
T
C
H
LIN
E

-
L2
-

S
TA
.

2
13
+
0
0

S
E
E

S
H
E
E
T

2
0
M
A
TC
H
LIN
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
2
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
FOR -D3- PROFILE SEE SHT. 50
FOR -L2- PROFILE SEE SHTS. 38-39
-L2-
215+00 220+00 225+00
PI Sta 211+91.50
D
L = 499.01'
T = 249.55'
R = 11,500.00'
-L2- PT Sta. 214+40.97
-L2-
-Y17-
RAISED GRASS MEDIAN 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
SE= NC
DS= 50 MPH
-Y17- Sta. 16+94.00
END CONSTRUCTION
-Y17- POT Sta. 19+00.00
PI Sta 10+41.53
D
L = 26.85'
T = 13.95'
R = 40.00'
-D3-
PC Sta. 10+27.58
-D3- POT Sta. 10+00.00
-L2- POT Sta. 216+00.00=
-D3- POT Sta. 11+50.00
-D3- PT Sta. 10+54.43-
D3-
C
C
C F
F
F
F
F
C
F
C
C
F
F
C C
FC
C F
C C
FF
F F F
F
F F
F
C
C
E
SITE 5A
S
TS
S
S
E
SITE 5B
SEE INSET A
F
E
SITE 5A
S
TS
S
S
E
CAT-1
FSS
15" RCP-III
15" RCP-III
CB-G
CB-G
CB-G
CB-G
CB-F
CB-F
CB-F
CB-G CB-G
RETAIN
15" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
CB-F
15" RCP-III
CB-G
CB-G
REMOVE
15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
R
E
M
O
V
E
15" RCP-III
24" RCP-III
15" RCP-III 15"
RCP-III
24" RCP-III
15" RCP-III
15" RCP-III
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-III
15" RCP-III
24" RCP-III
DI
DI
2
4
"

R
C
P
-
I
I
I

w/MH
JB
30" RCP-III
CB-G
CB-G 15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
15" RCP-III
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
LT W/LT
V
A
R
. G
R
W/ 3SBW
72" CHL
L
T
GATE
72" CHL
8" V C
8" D
I
8
"
D
I
LT LT
VAR
. CONC
VAR. CONC
W/BSMT
1SBKD
W/
BS
MT
1S
B
K
D
36" CONC
D
K
SAT
36" CONC
BK WALL
VAR HT.
CONC
CANOPY
MTL
WOODS
WOODS
W
O
O
D
S
60" CONC
1SBKBUS
S
MTL
60" CONC
60" C
O
N
C
24" C
&
G
24"
C
&
G
24" C
&
G
BST
60" CONC
2
6'
B
S
T
LT
1SFD
S
S
LT
V
A
R
.
G
R
WELL
W/LT
RIP RAP
RIP RAP
POLE
GUY
WOODS
9
'

B
S
T
11'

G
R
1SFD
S
MTL S
WD
10
'

G
R
TREES
SCATTERED
9
'

G
R
1SBKD
T
A
N
K
A
/
G

O
I
L
G
1SBKD
CONC
36"
V
A
R. G
R
WOODS
WOODS
WOODS
-BL- 129
-BL- 130
24"
C
&
G
(TYP.)
WD POST
8" DI
W/ 3SBW
72" CHL
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
STATION
PUMP
GENERATOR
PANEL
ELECTRIC
VAULT
VALVE
GATE
MTL
4
8
"
W
D

R
A
IL
4
8
"
W
D

R
A
IL
72" WD
WELL
8" VC
8" VC
8" VC
8" DI(PER PLANS)
APPROX. 185.4 L.F. DI(PER PLANS)
APPROX. 25 L.F. DI
BM12
BST
US 158/ REIDSVILLE RD 52' BST
US 158/ REIDSVILLE RD 27' BST
30" C&G
T
T
H
H
TT
T
T ABAND
12" CI
DB 2249 PG 1263
PB 10 PG 22
CITY OF WINSTON SALEM
N

5
0
°12
'
5
9
"
W
15
0
.
0
0
'
S 39°47'01" W
125.00'
S

5
0
°12
'
5
9
"
E
15
0
.
0
0
'
N 00°55'31" E
633.78'
EIP EIP
EIP
S 86°27'16" E
N 04°05'47" E
108.55'
S 88°54'14" E
378.11'
S
6
6
°
0
3'
1
5
"
E
6
9.
4
0'
S 86°28'43" E
349.79'
N 86°27'16"
W
19.97'
S 03°46'44" W
105.38'
S 82°52'36" E
263.08'
R/W MON
N 87°17'23"
W
1084.20'
EXISTING R/W
N

5
6
°
2
8
'
2
2
"

W
2
6
4
.
9
8
'
N 87°21'55" E
467.61'ALMA W WATSON
DB 3350 PG 1169
MORTGAGE ASSOCIATION
FEDERAL NATIONAL
FRED MARTIN
MARILYN F MARTIN
DB 1879 PG 3360
DB 2553 PG 2998
DOROTHY C BROWN
PB 10 PG 22
DB 2929 PG 1747
OCULUS PARTNERS II LLC
PATRICIA S FULP
DB 2330 PG 2198
-BL- 129
-BL- 130
DUDLEY
MARK T
DB 3071
PG 1241
T
T
H
H
TT
T
T ABAND
12 ", CAST IRON
WOODS
W/LT
8" V C
-BL- 129
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
8" VC(PER PLANS)
APPROX. 25 L.F. DI
US 158/ REIDSVILLE RD 27' BST
-BL- 129
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
12" CI
S

5
0
°
12
'
5
9
"

E
EXISTING R/W
12 ", CAST IRON
12" RCP12" RCP DI
INV=933.56'NO GRATE
IN
V
=
9
3
6
.
2
8
'
IN
V
=
9
3
6
.
2
9
'
INV=939.73'
S
DI
LOCATION
POSSIBLE JB
TOP=953.05'
18
" R
C
P
DI
18
"

R
C
P
18"
R
C
P
DI
6' CONC HW
8' CONC WW 8' CONC WW
1-
5
'
x
5
'

B
A
R
R
E
L6' CONC HW
8' CONC WW
8' CONC WW
C
U
L
1
C
U
L
2
H
W1
C
E
1
C
U
L
3
C
U
L
4
H
W2
C
E
2
15" RCP
15" RCP
18"RCP
S
18" R
CP
W/FES
18"
R
C
P
6' CONC HW
8' CONC WW 8' CONC WW
C
U
L
1
C
U
L
2
H
W
1
C
E
1
1-
5
'
x
5
'

B
A
R
R
E
L6' CONC HW
8' CONC WW
8' CONC WWC
U
L
3
C
U
L
4
H
W
2
C
E
2
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
STREAM
DISAPPEARING
STREAM
DISAPPEARING
STREAM
DISAPPEARING
P
O
OL
A/
G
MART
IN
MILL CR
E
E
K
MAR
T
IN MILL CR
E
E
K
SES
WHQ
WHP
SET
STREAM
DISAPPEARING
STREAM
DISAPPEARING
MAR
T
IN
MILL
CR
E
E
K
WHQSET
MAR
T
IN MILL CR
E
E
K
7
5
'
INSET B
SEE INSET B
INSET C
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 16 OF 23
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
SITE 5C
SITE 6A
SITE 5A
SITE 6C
SEE INSET A
C
SEE INSET
SITE 6B
SITE 6D
SITE 5A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
2
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 22
FOR -L2- PROFILE SEE SHT. 39
M
A
T
C
H
LIN
E

-
L2
-

S
TA
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
3
8
+
0
0

S
E
E

S
H
E
E
T

2
3
-Y18- POT Sta. 11+23.00
END CONSTRUCTION
230+00 235+00
-L2- PC Sta. 230+12.51 -L2- PT Sta. 234+96.92
-L2- PC Sta. 237+24.85
RAISED GRASS MEDIAN1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
F
F
F
F
C
F C
C
C F
C F
F
F F
C
F C
F
F
C
F F
F
F F
CC
F
F
S
S
S
S
S
S
F
F
SITE 5A
SITE 5B
SITE 5C
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 6A
SITE 6C
SITE 6B
SITE 6D
S
S
S
S S S S S
SEE INSET B
SEE INSET A

M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
1
-L2- PC Sta. 230+12.51
RAISED GRASS MEDIAN
F
F
S
S
S
S
S
F
SITE 5C
S S S S S
C
SEE INSET
RAISED GRASS MEDIAN
S
S
SP.DET.HW
CB-F CB-F
CB-E
CB-E
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-G CB-G
CB-G CB-G
CB-G
REMOVE
15" RCP-III 15" RCP-III
REMOVE SYSTEM
P
P
P
P
FILL
W/FLOWABLE
PLUG & FILL
REMOVE JB
REMOVE DI
RETAIN SYSTEM
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
15" RCP-III 15" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
CB-G
15" RCP-III
15"
15"15"
15" RCP-III
REMOVE
FS
REMOVE
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
18" RCP-III
NOT BURIED
5'x5' RCBC EXT.
48" WELDED STEEL
INSTALLATION
TRENCHLESS
RETAIN EX. RCBC
15" RCP-III 15" RCP-III
15" RCP-III
SP.DET.HW
NOT BURIED
5'x5' RCBC EXT.
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
18" RCP-III
DIFS
18" RCP-III
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL E
BERM DITCH
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
18" RCP-III
DI
ADJUST
2 ELBOWS
18"
2

E
LBO
W
S
15
"
2

E
LBO
W
S
15
"
1
8
"
CB-F
15" RCP-III 15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
NOT BURIED
5'x5' RCBC EXT.
RETAIN EX. RCBC
SP.DET.HW
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
2

E
LB
O
W
S
15
"
SP.DET.HW
CB-E
CB-E
SEE DETAIL A
LATERAL V DITCH
CB-G15" RCP-III
RETAIN EX. RCBC
NOT BURIED
5'x5' RCBC EXT.2 ELBOWS
18"
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
LT W/LT
V
A
R
. G
R
W/ 3SBW
72" CHL
L
T
GATE
72" CHL
8" V C
8" D
I
8
"
D
I
LT LT
VAR
. CONC
VAR. CONC
W/BSMT
1SBKD
W/
BS
MT
1S
B
K
D
36" CONC
D
K
SAT
36" CONC
BK WALL
VAR HT.
CONC
CANOPY
MTL
WOODS
WOODS
W
O
O
D
S
60" CONC
1SBKBUS
S
MTL
60" CONC
60" C
O
N
C
24" C
&
G
24"
C
&
G
24" C
&
G
BST
60" CONC
2
6'
B
S
T
LT
1SFD
S
S
LT
V
A
R
.
G
R
WELL
W/LT
RIP RAP
RIP RAP
POLE
GUY
WOODS
9
'

B
S
T
11'

G
R
1SFD
S
MTL S
WD
10
'

G
R
TREES
SCATTERED
9
'

G
R
1SBKD
T
A
N
K
A
/
G

O
I
L
G
1SBKD
CONC
36"
V
A
R. G
R
WOODS
WOODS
WOODS
-BL- 129
-BL- 130
24"
C
&
G
(TYP.)
WD POST
8" DI
W/ 3SBW
72" CHL
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
STATION
PUMP
GENERATOR
PANEL
ELECTRIC
VAULT
VALVE
GATE
MTL
4
8
"
W
D

R
A
IL
4
8
"
W
D

R
A
IL
72" WD
WELL
8" VC
8" VC
8" VC
8" DI(PER PLANS)
APPROX. 185.4 L.F. DI(PER PLANS)
APPROX. 25 L.F. DI
BM12
BST
US 158/ REIDSVILLE RD 52' BST
US 158/ REIDSVILLE RD 27' BST
30" C&G
T
T
H
H
TT
T
T ABAND
12" CI
DB 2249 PG 1263
PB 10 PG 22
CITY OF WINSTON SALEM
N

5
0
°12
'
5
9
"
W
15
0
.
0
0
'
S 39°47'01" W
125.00'
S

5
0
°12
'
5
9
"
E
15
0
.
0
0
'
N 00°55'31" E
633.78'
EIP EIP
EIP
S 86°27'16" E
N 04°05'47" E
108.55'
S 88°54'14" E
378.11'
S
6
6
°
0
3'
1
5
"
E
6
9.
4
0'
S 86°28'43" E
349.79'
N 86°27'16"
W
19.97'
S 03°46'44" W
105.38'
S 82°52'36" E
263.08'
R/W MON
N 87°17'23"
W
1084.20'
EXISTING R/W
N

5
6
°
2
8
'
2
2
"

W
2
6
4
.
9
8
'
N 87°21'55" E
467.61'ALMA W WATSON
DB 3350 PG 1169
MORTGAGE ASSOCIATION
FEDERAL NATIONAL
FRED MARTIN
MARILYN F MARTIN
DB 1879 PG 3360
DB 2553 PG 2998
DOROTHY C BROWN
PB 10 PG 22
DB 2929 PG 1747
OCULUS PARTNERS II LLC
PATRICIA S FULP
DB 2330 PG 2198
-BL- 129
-BL- 130
DUDLEY
MARK T
DB 3071
PG 1241
T
T
H
H
TT
T
T ABAND
12 ", CAST IRON
WOODS
W/LT
8" V C
-BL- 129
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
8" VC(PER PLANS)
APPROX. 25 L.F. DI
US 158/ REIDSVILLE RD 27' BST
-BL- 129
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
12" CI
S

5
0
°
12
'
5
9
"

E
EXISTING R/W
12 ", CAST IRON
12" RCP12" RCP DI
INV=933.56'NO GRATE
IN
V
=
9
3
6
.
2
8
'
IN
V
=
9
3
6
.
2
9
'
INV=939.73'
S
DI
LOCATION
POSSIBLE JB
TOP=953.05'
18
" R
C
P
DI
18
"

R
C
P
18"
R
C
P
DI
6' CONC HW
8' CONC WW 8' CONC WW
1-
5
'
x
5
'

B
A
R
R
E
L6' CONC HW
8' CONC WW
8' CONC WW
C
U
L
1
C
U
L
2
H
W1
C
E
1
C
U
L
3
C
U
L
4
H
W2
C
E
2
15" RCP
15" RCP
18"RCP
S
18" R
CP
W/FES
18"
R
C
P
6' CONC HW
8' CONC WW 8' CONC WW
C
U
L
1
C
U
L
2
H
W
1
C
E
1
1-
5
'
x
5
'

B
A
R
R
E
L6' CONC HW
8' CONC WW
8' CONC WWC
U
L
3
C
U
L
4
H
W
2
C
E
2
915
915915
9
15
915
920
920
920
9
2
0
9
2
0
920
9
2
0
920920
9 2 0
92
0
920
920
925
9
2
5
925
9
25
925
925
925
9
2
5
925
9
2
5
9
2
5
925
925
9
2
5
925
925
9
2
5
925
925
925
9
2
5
9
3
0
9
3
0
930
930
930
930
930
930
930
9
3
0
9
3
0
930
930
930 930 930
930
9
30
930
930
930
9
3
0
930930
935
9
35
935
935
9
3
5
9
3
5
935
9
3
5
935
935
9
3
5
935
940
9
4
0
940
940
9
4
0
940
940
9
4
0
9
4
0
9
45
9
45
945
945
9
4
5
945
945
945
9
4
5
945
9
4
5
9
5
0
950
950950
950
950
950
950
950
950
950
950
950
9
5
5
9
5
5
9
5
5
9
5
5
955
9
5
5
955
9
5
5955
955
955
9
6
0
9
6
0
960
9
6
0
9
6
0
960
965
9
2
0920
9
2
0
925
9
2
5
925
925
925
930
930
9
3
0
9
3
0
930 930 930
9
3
0
930930
9
15
915
9
2
0
920
9
2
0
9
2
5
9
25
9
2
5
9
2
5 925
9
2
5
9
3
0
930
9
3
5
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
STREAM
DISAPPEARING
STREAM
DISAPPEARING
STREAM
DISAPPEARING
P
O
OL
A/
G
MART
IN
MILL CR
E
E
K
MAR
T
IN MILL CR
E
E
K
SES
WHQ
WHP
SET
STREAM
DISAPPEARING
STREAM
DISAPPEARING
MAR
T
IN
MILL
CR
E
E
K
WHQSET
MAR
T
IN MILL CR
E
E
K
7
5
'
INSET B
SEE INSET B
INSET C
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 17 OF 23
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
SEE INSET A
C
SEE INSET
SITE 6C
SITE 6D
SITE 5A
SITE 6A
SITE 6B
SITE 5C
SITE 5A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
2
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 22
FOR -L2- PROFILE SEE SHT. 39
M
A
T
C
H
LIN
E

-
L2
-

S
TA
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
3
8
+
0
0

S
E
E

S
H
E
E
T

2
3
-Y18- POT Sta. 11+23.00
END CONSTRUCTION
230+00 235+00
PI Sta 232+54.75
D
L = 484.41'
T = 242.24'
R = 11,500.00'
-L2- PC Sta. 230+12.51 -L2- PT Sta. 234+96.92
-L2- PC Sta. 237+24.85
-L2-
RAISED GRASS MEDIAN1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
DS= 50 MPH
SE= NC
PI Sta 239+67.09
D
L = 484.41'
T = 242.24'
R = 11,500.00'
-L2-
DS= 50 MPH
SE= NC
F
F
F
F
C
F C
C
C F
C F
F
F F
C
F C
F
F
C
F F
F
F F
CC
F
F
S
S
S
S
S
S
F
F
SITE 5A
SITE 5B
SITE 5C
NOT TO BE BURIED
& PROPOSED EXTENSIONS ARE
EXISTING CULVERT IS NOT BURIED
SITE 6A
SITE 6C
SITE 6B
SITE 6D
S
S
S
S S S S S
SEE INSET B
SEE INSET A

M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
1
-L2- PC Sta. 230+12.51
RAISED GRASS MEDIAN
F
F
S
S
S
S
S
F
SITE 5C
S S S S S
C
SEE INSET
RAISED GRASS MEDIAN
S
S
SP.DET.HW
CB-F CB-F
CB-E
CB-E
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-G CB-G
CB-G CB-G
CB-G
REMOVE
15" RCP-III 15" RCP-III
REMOVE SYSTEM
P
P
P
P
FILL
W/FLOWABLE
PLUG & FILL
REMOVE JB
REMOVE DI
RETAIN SYSTEM
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
15" RCP-III 15" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
CB-G
15" RCP-III
15"
15"15"
15" RCP-III
REMOVE
FS
REMOVE
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
18" RCP-III
NOT BURIED
5'x5' RCBC EXT.
48" WELDED STEEL
INSTALLATION
TRENCHLESS
RETAIN EX. RCBC
15" RCP-III 15" RCP-III
15" RCP-III
SP.DET.HW
NOT BURIED
5'x5' RCBC EXT.
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
18" RCP-III
DIFS
18" RCP-III
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL E
BERM DITCH
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
18" RCP-III
DI
ADJUST
2 ELBOWS
18"
2

E
LBO
W
S
15
"
2

E
LBO
W
S
15
"
1
8
"
CB-F
15" RCP-III 15" RCP-III
SEE DETAIL Q
CHANNEL CHANGE
NOT BURIED
5'x5' RCBC EXT.
RETAIN EX. RCBC
SP.DET.HW
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
2

E
LB
O
W
S
15
"
SP.DET.HW
CB-E
CB-E
SEE DETAIL A
LATERAL V DITCH
CB-G15" RCP-III
RETAIN EX. RCBC
NOT BURIED
5'x5' RCBC EXT.2 ELBOWS
18"
ENGLISH
SHEET 18 OF 23
PERMIT DRAWING
SITE 5
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
x
p
l
_
L
_
S
I
T
E
5
.
d
g
n
F
k
e
y
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
930 930
940 940
950 950
920 920
224+50.00
930 930
940 940
950 950
920 920
225+00.00
930 930
940 940
920 920
225+50.00
930 930
940 940
920 920
226+00.00
930 930
940 940
920 920226+50.00
R-2577A
-L2-
5 10
X-195
0.0209
4
2
.
3
1
S.S. 942.62
2:1 9
4
2
.
8
9
0.020
9
4
2
.
8
9
9
4
2
.
3
1
2:1
R/W
EXIST
R/W
EXIST
S.S. 943.57
942.69
0.0209
4
0
.
5
0
S.S. 938.72
2:1 9
4
1.
0
8
0.020
9
4
1.
0
8
9
4
0
.
5
0
S.S. 939.47
2:
1
R/W
EXIST
R/W
EXIST
940.58
0.0209
3
8
.
9
5
S.S. 935.47
2:1 9
3
9
.
5
3
0.020
9
3
9
.
5
3
9
3
8
.
9
5
S.S. 932.94
2:
1
R/W
EXIST
R/W
EXIST
928.69
2:
1
2:1
938.59
WETLAND
0.0209
3
7
.
6
6
S.S. 929.52
2:1
9
3
8
.
2
5
0.020
9
3
8
.
2
5
9
3
7
.
6
6
S.S. 929.57
2:
1
R/W
EXIST
R/W
EXIST
927.39
2:
1 2:1
936.54WETLAND
0.0209
3
6
.
6
3
S.S. 930.80
2:1
9
3
7
.
2
2
0.020
9
3
7
.
2
2
9
3
6
.
6
3
S.S. 927.71
2:
1
R/W
EXIST
R/W
EXIST
926.10
2:
1 2:1
934.84
ENGLISH
SHEET 19 OF 23
PERMIT DRAWING
SITE 5
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
x
p
l
_
L
_
S
I
T
E
5
.
d
g
n
F
k
e
y
s
PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
930 930
940 940
920 920227+00.00
930 930
940 940
920 920227+30.00
920 920
930 930
940 940
910 910
227+50.00
920 920
930 930
940 940
910 910
228+00.00
R-2577A
-L2-
5 10
X-196
0.0209
3
5
.
8
6
S.S. 929.81
2:1
9
3
6
.
4
5
0.020
9
3
6
.
4
5
9
3
5
.
8
6
S.S. 926.62
2:
1
R/W
EXIST
R/W
EXIST
924.80
2:
1 2:1
933.74WETLAND
4%15%
20%
0.0209
3
5
.
5
4
S.S. 929.81
2:1
9
3
6
.
11
0.020
9
3
6
.
11
9
3
5
.
5
4
R/W
EXIST R/W
EXIST
924.03
2:
1 2:1
DRIVEWAY
S.S. 928.13
933.27WETLAND
0.0209
3
5
.
3
6
S.S. 928.13
2:1
9
3
5
.
9
4
0.020
9
3
5
.
9
4
9
3
5
.
3
6
S.S. 928.44
2:
1
R/W
EXIST R/W
EXIST
923.51
2:
1 2:1
933.04WETLAND
0.0209
3
5
.
1
1
S.S. 925.40
2:1
9
3
5
.
6
9
0.020
9
3
5
.
6
9
9
3
5
.
1
1
S.S. 926.84
2:
1
R/W
EXIST R/W
EXIST
922.21
2:
1 2:1
932.66
250 050100 50150200 100 150 200 250
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]
ENGLISH
910
920
930
940 940
930
920
910
-L- STA. 229+09
SITE 6
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2577A
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
P
F
L
_
S
I
T
E
6
.
d
g
n
F
k
e
y
s
(LENGTH=142')
PROPOSED 48" WS
(LENGTH=65')
PROPOSED 5'X 5' RCBC EXTENSION
SHEET 20 OF 23
PERMIT DRAWING
(2:1 NORMAL)
2.5:1
TOB - LT
TOB - RT
EXISTING STREAMBED
1.40%
IMPACTED BY THE PROPOSED STRUCTURE
NO EXISITNG STRUCTURES WILL BE ADVERSELY
PROPOSED 48" WSP
TOTAL COIR FIBER MATTING = 10 SY
TOTAL GEOTEXTILE FABRIC = 110 SY
TOTAL CL I RIP RAP = 90 TONS
TOTAL CHANNEL EXCAVATION = 150 CY
PERMANANET CHANNEL EXCAVATION
FLOODPLAINS: WOODS
BED MATERIAL: SILT, SAND
USGS QUAD MAP - WALKERTOWN
USGS STREAM STATS 4.2.1 /
100-YR WSEL = 924.3'
50-YR WSEL = 924.0'
NWS (12/5/18) WSEL = 919.0'
2.09%
1.32%
0.36%
EXISTING TOP SLAB THICKNESS = 0.8'
EXISTING 5'x5' RCBC TO BE RETAINED
RCBC EXTENSION
PROPOSED 5'x5'
RCBC EXTENSION
PROPOSED 5'x5'
(2:1 NORMAL)
2.2:1
L
INV. = 918.5'
EXISTING INLET
INV. = 917.4'
EXISTING OUTLET
G.P. ELEV. = 936.3'
SUPPLEMENT W/ 48" WSP
RETAIN AND EXTEND EXISTING 5'x5' RCBC
C STA. 229+09 -L2-
D D
THH
T
T
T
T
T
E
OI
12 ", DUCTILE IRON
U/
C
-BL- 134
-BL- 135
-BY- 200
-BY- 202
-BY- 203
G
1SBL
K
10.5' BST
VAR. GR
VAR. GR
VAR. GR
S
(D ILA P IDA T E D )
B A R N
1SFD
9'

G
R
TANK
A/G LP
GR
S
WD
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
4
S

E
L
E
C
9
' GR
/
S
OIL
S
S
BLK WALL
VAR. HT
10
'

G
R
9' SOIL
CULTIVATED FIELD
10' CONC
2SFD
CONC
DK
C
O
N
C
7
2"
STEPSWD
PUMPSEPTIC
PUMPSEPTIC2SFD
CONC36"
72" WD
72"
W
D
72" WD
72"
W
D
SAT
DK
DK
CONC
GATE72" WD
GATE72" WD
10' C
O
NC10' C
O
NC
CONC
CONC
1SFD
DK
STEPSWD
C
O
N
C
5
2"
LAMP
9.5' C
O
NC
WOODS
48" CONC
1SBKD PUMPSEPTIC
PUMPSEPTIC
DK
STEPSWD 72" CHL
WOODS
MONOLITHIC CONC ISLAND
US 158/ REIDSVILLE RD 30' BST
SR 1965 BELEWS CREEK RD 25' BST
US 158/ REIDSVILLE RD 38' BST
-L-
-EY24-
THH
T
T
T
T
T
E
OI
10' UTIL ESMT PB 50 PG 116
DB 1114 PG 57
15' CENTRAL TELE CO ESMT
EIP
REB
N 04°15'45" W76.54'
N 09°15'20" E
100.23'
N 09°19'27" E
100.24'
N 12°42'46" E
100.83'
N 25°18'15" E
106.39'
N 17°25'37" E
33.09'
EIP
EIP
EIP
S 84°41'28" E
230.73'
S 84°39'37" E
284.19'
S 84°39'33" E
4.49'
S 84°39'33" E
301.35'
S 84°39'33" E
23.63'
S 84°39'33" E
17.45'
S 84°39'33" E
20.20'
S 84°39'33" E
16.64'
S 84°39'33" E
320.53'
S 84°39'33" E
324.89'
S 84°39'33" E
335.51'
S 84°39'37" E
306.82'
N 89°08'37"
W
100.08'
EIP
N 05°46'08" E
218.12'N
54
°12'45
"
E
621.95'
EXISTING R/W
EXISTING R/W
EXISTING R/W
S

4
7
°2
5
'
2
8
"
E
18
5
.
6
7
'
JERRY L AMOS
CYNTHIA M AMOS
DB 1787 PG 2753
CHARLES W PIERCE
JANIE L PIERCE
DB 2608 PG 2820
PB 50 PG 116
DB 2693 PG 1732
VENABLE & SON LLC
PB 50 PG 116
DB 2686 PG 1278
SAMANTHA G HATCHER
DB 2829 PG 668
PB 50 PG 116
BOBBY W HATCHER
PB 50 PG 116
DB 3240 PG 1408
MCKELVIN L ROBERTS
PB 50 PG 116
DB 2737 PG 2179
INVESTMENTS LLC
MANSFIELD CATO
JASON THOMPSON
ASHLEY THOMPSON
DB 3000 PG 1088
PB 50 PG 116
NORTH CAROLINA DEPARTMENT
DAVID J HARDY
SAMANTHA Z HARDY
DB 3249 PG 2213
CONSTRUCT CO INC
K D CROUCH
VENABLE & SON LLC
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
-BY- 200
-BY- 202
-BY- 203
-BL- 135
DB 3284 PG 1747
LINDA R HALL
PB 64 PG 159
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
N 12°42'46" E
N 25°18'15" E
106.39'
N 17°25'37" E
33.09'S 84°39'33" E
4.49'
S 84°39'33" E
23.63'
15" RCP
15" RCP
15" RCP
15" HDPE
15" RCP
15" CMP
BLK WALLVAR.HT
15" RCP
15" CMP
15" RCP
18
"

R
C
P
15" HDPE
18
"
R
C
P
2
4
"

R
C
P
INV=929.47'
INV=931.21'
24" RCPINV=948.21'
INV=946.10'
INV=929.47'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
T
R
A
P
S
E
D
.
P
OOL
A/
G
SEL
STREAM
JURISDICTIONAL
INTERMITTENT
BEGIN
STREAM
JURISDICTIONAL
BEGIN PERENNIAL
END INTERMITTENT
12'
12'14'
14'
12'12'
SEE INSET A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
INSET A
SHEET 21 OF 23
PERMIT DRAWING
SITE 7A SITE 7B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
7
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 27
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
8
7
+
5
0

S
E
E

S
H
E
E
T

2
6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
0
1
+
0
0

S
E
E

S
H
E
E
T

2
8
MATCHLINE -Y23- STA. 13+00 SEE SHEET 30
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
290+00
-Y23- PC Sta. 12+85.21
-Y24- PT Sta. 23+89.49
-Y24- PRC Sta. 20+08.52
20+00
295+00
300+00
-Y24- PCC Sta. 16+08.65
-L- POT Sta. 290+62.72
-Y24- POT Sta. 24+35.99=
-Y23- POT Sta. 10+00.00=
-Y24- POC Sta. 12+75.00
BEGIN CONSTRUCTION
-L- POT Sta. 300+50.00 (29.50' LT)
-X-OVER1- POT Sta. 300+50.00=
BEGIN CONSTRUCTION
15+00
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
F
C C
F FF
FF
C
F
F
F
F
FF
FF
C C
C
F
F
C
F
FF
F
C
F
C
F
C
F
F
C
C
F
F
F
F
F
C
F
C
C
C
C
C
F
F
F
F
F
F
FF
S
S
S
S
S
S
TS
SITE 7A
SITE 7B
SEE INSET A
F
S
S
S
S
S
S
TS
SITE 7A
CB-F
15" RCP-III
15" RCP-III 15" RCP-III
CB-G CB-G
CB-G
CB-G CB-G
CB-G CB-G
CB-G
CB-G
CB-F CB-F
CB-F CB-F CB-F CB-F
CB-E
CB-F
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
36" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
CB-E
CB-E
DI
DI
DI
DI
DI
REMOVE
REMOVE
REMOVE
SEE DETAIL D
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
REMOVE
CB-G 30" RCP-III
FS
FS
REMOVE
REMOVE
18" RCP-III
18" RCP-III
RETAIN
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
P
FILL
W/FLOWABLE
PLUG & FILL
P
FILL
W/FLOWABLE
PLUG & FILL
P
P
DI
48" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
24" RCP-III
RE
M
O
V
E
HW
GRADE TO DRAIN
30" RCP-III
NSS
2GIB-
NSS
2GIB-
30" RCP-III
48" RCP-III
DI
JB w/ MH
SEE DETAIL W
ON BANKS ONLY
BANK STABILIZATION
15"
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL H
SPECIAL CUT DITCH
RCP-III
24"
W/ 22 SY GEO FAB
11 TONS CL I RIPRAP
DI
30" RCP-III
2
4
"

R
C
P
-
III
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL C
LATERAL BASE DITCH
SEE DETAIL A
LATERAL 'V' DITCH
36" RCP-III
PIPE
REMOVE 31'
SEE DETAIL A
LATERAL V DITCH
30" RCP-III
18"18"
15"
24"
15
"
1
5
"
15"
15"
2

ELBO
W
S
4
8
"
RCP-III
48"
CB-G CB-G
CB-E
15" RCP-III
48" RCP-III
24" RCP-III
48" RCP-III
JB w/ MH
2

ELBO
W
S
4
8
"
RCP-III
48"
THH
T
T
T
T
T
E
OI
12 ", DUCTILE IRON
U/
C
-BL- 134
-BL- 135
-BY- 200
-BY- 202
-BY- 203
G
1SBL
K
10.5' BST
VAR. GR
VAR. GR
VAR. GR
S
(D ILA P IDA T E D )
B A R N
1SFD
9'

G
R
TANK
A/G LP
GR
S
WD
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
4
S

E
L
E
C
9
' GR
/
S
OIL
S
S
BLK WALL
VAR. HT
10
'

G
R
9' SOIL
CULTIVATED FIELD
10' CONC
2SFD
CONC
DK
C
O
N
C
7
2"
STEPSWD
PUMPSEPTIC
PUMPSEPTIC2SFD
CONC36"
72" WD
72"
W
D
72" WD
72"
W
D
SAT
DK
DK
CONC
GATE72" WD
GATE72" WD
10' C
O
NC10' C
O
NC
CONC
CONC
1SFD
DK
STEPSWD
C
O
N
C
5
2"
LAMP
9.5' C
O
NC
WOODS
48" CONC
1SBKD PUMPSEPTIC
PUMPSEPTIC
DK
STEPSWD 72" CHL
WOODS
MONOLITHIC CONC ISLAND
US 158/ REIDSVILLE RD 30' BST
SR 1965 BELEWS CREEK RD 25' BST
US 158/ REIDSVILLE RD 38' BST
-L-
-EY24-
THH
T
T
T
T
T
E
OI
10' UTIL ESMT PB 50 PG 116
DB 1114 PG 57
15' CENTRAL TELE CO ESMT
EIP
REB
N 04°15'45" W76.54'
N 09°15'20" E
100.23'
N 09°19'27" E
100.24'
N 12°42'46" E
100.83'
N 25°18'15" E
106.39'
N 17°25'37" E
33.09'
EIP
EIP
EIP
S 84°41'28" E
230.73'
S 84°39'37" E
284.19'
S 84°39'33" E
4.49'
S 84°39'33" E
301.35'
S 84°39'33" E
23.63'
S 84°39'33" E
17.45'
S 84°39'33" E
20.20'
S 84°39'33" E
16.64'
S 84°39'33" E
320.53'
S 84°39'33" E
324.89'
S 84°39'33" E
335.51'
S 84°39'37" E
306.82'
N 89°08'37"
W
100.08'
EIP
N 05°46'08" E
218.12'N
54
°12'45
"
E
621.95'
EXISTING R/W
EXISTING R/W
EXISTING R/W
S

4
7
°2
5
'
2
8
"
E
18
5
.
6
7
'
JERRY L AMOS
CYNTHIA M AMOS
DB 1787 PG 2753
CHARLES W PIERCE
JANIE L PIERCE
DB 2608 PG 2820
PB 50 PG 116
DB 2693 PG 1732
VENABLE & SON LLC
PB 50 PG 116
DB 2686 PG 1278
SAMANTHA G HATCHER
DB 2829 PG 668
PB 50 PG 116
BOBBY W HATCHER
PB 50 PG 116
DB 3240 PG 1408
MCKELVIN L ROBERTS
PB 50 PG 116
DB 2737 PG 2179
INVESTMENTS LLC
MANSFIELD CATO
JASON THOMPSON
ASHLEY THOMPSON
DB 3000 PG 1088
PB 50 PG 116
NORTH CAROLINA DEPARTMENT
DAVID J HARDY
SAMANTHA Z HARDY
DB 3249 PG 2213
CONSTRUCT CO INC
K D CROUCH
VENABLE & SON LLC
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
-BY- 200
-BY- 202
-BY- 203
-BL- 135
DB 3284 PG 1747
LINDA R HALL
PB 64 PG 159
DB 2591 PG 807
PB 50 PG 116
VENABLE & SON LLC
N 12°42'46" E
N 25°18'15" E
106.39'
N 17°25'37" E
33.09'S 84°39'33" E
4.49'
S 84°39'33" E
23.63'
15" RCP
15" RCP
15" RCP
15" HDPE
15" RCP
15" CMP
BLK WALLVAR.HT
15" RCP
15" CMP
15" RCP
18
"

R
C
P
15" HDPE
18
"
R
C
P
2
4
"

R
C
P
INV=929.47'
INV=931.21'
24" RCPINV=948.21'
INV=946.10'
INV=929.47'
9
1
5
9 2 0
920
920920
920920920920920
920920920
920920 920
920
920920920920920920
920
925
9
2
5
925
925
9
2
5
925
925925
925
930
930
930
930
930
930
930
9
3
0
930
930
930
930
930 930
935
935
935
935
9 3 5
935
935
935 935 935
935
935
9
3
5
935
940
940
940
940
9
4
0
940
9
4
0
9
4
0
940
940
940 940 940
940
940
940
9
4
0
940
9
4
0
9
4
0
940
940
940
945
945
945
945
945
9
4
5
945
945
945
945
945
945
945
945
945
945
945
945
945
9
4
5
950
950
950 9
5
0
950
950
950
950
950
950
950
950
950
950
950
950 950
950
950
950
950
950
950
950
9
5
0
950
950
950
950
950
955
9
5
5
9
5
5
955
955
955
955
955
955
955
9
5
5
95
5
9
55960
960
9
6
0
960
9
6
0
960
960
960
9
6
0
960
960
960
9
6
0
965
965
965
965
965
965
9
6
5
965
965
9
6
5
9
6
5
9659
6
5
925
925
925
930
930
930
930930
9
3
5
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
T
R
A
P
S
E
D
.
P
OOL
A/
G
SEL
STREAM
JURISDICTIONAL
INTERMITTENT
BEGIN
STREAM
JURISDICTIONAL
BEGIN PERENNIAL
END INTERMITTENT
12'
12'14'
14'
12'12'
SEE INSET A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
S S SURFACE WATER
DENOTES IMPACTS IN
INSET A
SHEET 22 OF 23
PERMIT DRAWING
SITE 7A SITE 7B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
6
/
2
0
2
1
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
F
i
n
a
l
\
R
-
2
5
7
7
A
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
7
_
c
o
n
.
d
g
n
F
k
e
y
s
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 27
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
8
7
+
5
0

S
E
E

S
H
E
E
T

2
6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
0
1
+
0
0

S
E
E

S
H
E
E
T

2
8
MATCHLINE -Y23- STA. 13+00 SEE SHEET 30
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
290+00
-Y23- PC Sta. 12+85.21
-Y24- PT Sta. 23+89.49
-Y24- PRC Sta. 20+08.52
20+00
295+00
300+00
-Y24- PCC Sta. 16+08.65
-L- POT Sta. 290+62.72
-Y24- POT Sta. 24+35.99=
-Y23- POT Sta. 10+00.00=
-Y24- POC Sta. 12+75.00
BEGIN CONSTRUCTION
-L- POT Sta. 300+50.00 (29.50' LT)
-X-OVER1- POT Sta. 300+50.00=
BEGIN CONSTRUCTION
15+00
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
FF
F
C C
F FF
FF
C
F
F
F
F
FF
FF
C C
C
F
F
C
F
FF
F
C
F
C
F
C
F
F
C
C
F
F
F
F
F
C
F
C
C
C
C
C
F
F
F
F
F
F
FF
S
S
S
S
S
S
TS
SITE 7A
SITE 7B
SEE INSET A
F
S
S
S
S
S
S
TS
SITE 7A
CB-F
15" RCP-III
15" RCP-III 15" RCP-III
CB-G CB-G
CB-G
CB-G CB-G
CB-G CB-G
CB-G
CB-G
CB-F CB-F
CB-F CB-F CB-F CB-F
CB-E
CB-F
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
36" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
CB-E
CB-E
DI
DI
DI
DI
DI
REMOVE
REMOVE
REMOVE
SEE DETAIL D
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
REMOVE
CB-G 30" RCP-III
FS
FS
REMOVE
REMOVE
18" RCP-III
18" RCP-III
RETAIN
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
P
FILL
W/FLOWABLE
PLUG & FILL
P
FILL
W/FLOWABLE
PLUG & FILL
P
P
DI
48" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
24" RCP-III
RE
M
O
V
E
HW
GRADE TO DRAIN
30" RCP-III
NSS
2GIB-
NSS
2GIB-
30" RCP-III
48" RCP-III
DI
JB w/ MH
SEE DETAIL W
ON BANKS ONLY
BANK STABILIZATION
15"
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL H
SPECIAL CUT DITCH
RCP-III
24"
W/ 22 SY GEO FAB
11 TONS CL I RIPRAP
DI
30" RCP-III
2
4
"

R
C
P
-
III
SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL C
LATERAL BASE DITCH
SEE DETAIL A
LATERAL 'V' DITCH
36" RCP-III
PIPE
REMOVE 31'
SEE DETAIL A
LATERAL V DITCH
30" RCP-III
18"18"
15"
24"
15
"
1
5
"
15"
15"
2

ELBO
W
S
4
8
"
RCP-III
48"
CB-G CB-G
CB-E
15" RCP-III
48" RCP-III
24" RCP-III
48" RCP-III
JB w/ MH
2

ELBO
W
S
4
8
"
RCP-III
48"
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1A -Y9- 14+25-14+65 RT ARMORING CHANNEL, SFC < 0.01 < 0.01 25 22
1B -Y9- 14+65-15+33 RT 72" RCP,ROADWAY FILL, SFC < 0.01 84
1C -L- 100+48-100+93 LT ROADWAY FILL, SFC < 0.01 58
1D -L- 100+92-101+34 RT 72" RCP,ROADWAY FILL, SFC 0.01 77
1E -L- 101+34-101+75 RT ARMORING CHANNEL, SFC < 0.01 < 0.01 24 22
2A -L- 107+87 LT BANK STABILIZATION, SFB < 0.01 < 0.01 13 14
2B -L- 107+87 LT
ARMORING CHANNEL BED AND BANK,
SFB < 0.01 20
2C -L- 107+66 LT
UPSTREAM - 1 6x6 RCBC EXTENSION NOT
BURIED, CHANNEL TIE IN, SFB 0.01 81
2D -L- 106+50-107+20 RT
DOWNSTREAM - 1 6x6 RCBC EXTENSION
NOT BURIED, CHANNEL TIE IN, SFB 0.01 86
2E -L- 106+25-106+50 RT
ARMORING CHANNEL BED AND BANK,
SFB < 0.01 < 0.01 15 26
3A -Y14- 13+03 LT ARMORING CHANNEL, SFA < 0.01 < 0.01 29 9
3B -Y14- 13+22 LT 60" RCP, SFA < 0.01 30
3C -Y14- 13+41 RT 60" RCP OUTLET PAD, SFA < 0.01 27
3D -Y14- 13+48 RT BANK STABILIZATION, SFA 0.01 63
4A -L- 140+38 LT
UPSTREAM - BANK STABILIZATION, DUAL
BRIDGES REPLACING (3)-7x10 RCBC,
SEW 0.03 0.03 114
4B -L- 139+91 RT
DOWNSTREAM -BANK STABILIZATION,
DUAL BRIDGES REPLACING (3)-7x10
RCBC, SEW 0.02 0.03 88
5A -L2- 225+52-228+95 LT
ROADWAY FILL & CHANNEL CHANGE,
SET 0.02 < 0.01 331 14
5B -L2- 225+33-226+35 LT
ROADWAY FILL & CHANNEL CHANGE,
WHP 0.02 < 0.01 0.02
5C -L2- 228+07-228+98 LT
ROADWAY FILL & CHANNEL CHANGE,
WHQ 0.02
6A -L2- 229+25 LT ARMORING CHANNEL, SES < 0.01 < 0.01 32 6
6B -L2- 229+10 LT
UPSTREAM - 1 5x5 RCBC EXTENSION W/
48" WELDED STEEL PIPE, SES < 0.01 18
6C -L2- 229+10 RT
DOWNSTREAM - 1 5x5 RCBC EXTENSION
W/ 48" WELDED STEEL PIPE, SES 0.01 38
6D -L2- 228+70 RT ARMORING CHANNEL, SES < 0.01 < 0.01 39 21
7A -L- 296+40-298+03 LT ROADWAY FILL, 48" RCP, SEL 0.01 178
7B -L- 298+03-298+28 LT BANK STABILIZATION, SEL < 0.01 < 0.01 16 13

TOTALS*:0.04 < 0.01 0.02 0.19 0.08 1486 147
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09 SHEET 23 OF 23

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
FORSYTH
R-2577A

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
May 2021

Roadway Right-of-Way Plans

R-2577 Section A

T
T
T
H
H
TEST STATION
EOI
EOI
6 ", CAST IRON
24 ", DUCTILE IRON
T
O
P
=
9
2
5.
18'
T
O
P
=
9
2
0.
4
8'
OTCB
18
"

R
C
P
W
/
F
E
S
24"
RCP
W
/FES
W
/FES
L
T
WOODS
WOODS
1SFD
4
8"
CH
L
4
8
" C
HL
G
VAR
. GR
BLK
W
A
LL
V
A
R.
H
T
1SFD
C
O
N
C
C
O
N
C VAR. GR T
R
E
E
S
S
C
A
T
T
E
R
E
D
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W
O
O
D
S
WOODS WOODS WOODS
WOODS
30" C&G
BST
VAR. BST
VAR
. B
S
T
VAR
. B
S
T
LT
LT
1SBUS
CONC PAD
CONC PAD
CONC PAD
METERS
ELECTRIC
S
MTL
2
4
"
R
C
P
(APPROX. LOCATION)
BURIED
END UNKNOWN
6' CONC HW
INV=878.64'
18
"
R
C
P
(POSS. PLUGGED)
FILLED W/ DIRT
END UNKNOWN
TOP=883.75'
KNOCKED OUT
TOP OF PIPE
S
MTL
S
MTL
(NO UTILITIES)
EMPTY POLE
72" WD 72" WD 48" CHL W/2SBW 48" WW
48" WW
48" C
H
L48" CHL
84" W
W
84"
W
W
W
ELL
L
T
BLK
WALL
VAR
. HT
BLK
WALL
VAR
. HT
W
ELL
SPIGOT
36" CONC
3
0
"
C
O
N
C
VAR
. CONC
7
2
" C
HL
6
0
" C
HL
W/3
S
B
W
6
0
" C
HL
W/
3
S
B
W
W/
3S
B
W
60"
C
H
L
(
N
O
U
TI
LI
TI
E
S)
E
M
PT
Y
P
O
L
E
72"
W
D
60"
C
H
L
6
0
" C
HL
VAR
. GR
MT
L

G
A
T
E
S
COLUMNS
BK
-BL- 102
-BL- 103
TO I-40 BUSINESS
BM1
LT
V
A
R
. C
O
N
C
CONC (U/C)1SF&BKD
S
S
B
K
WA
L
L
V
A
R
. HT
BK WALLVAR. HT
12
" R
C
P
VAR. GR
V
A
R.
SOI
L
72" WW
60" C
HL
60" CHL
GRASSGRASSGRASS
US 158/ REIDSVILLE RD 24' BST
US 158/ REIDSVILLE RD 24' BST
3
0
"
C
&
G
-L-
T
T
T
H
H
TEST STATION
EOI
EOI
6 ", CAST IRON
24" DI
EIP
R
E
B
EIPEIPEIPEIPEXISTING R/W
EXISTING R/W
-BL- 102
-BL- 103
N 00°12'16" E
81.36'
N 59°36'16" E
105.91'
S 00°12'16" W
105.86'
S 00°12'16" W
105.00'
S 00°12'16" W
106.30'
S 60°48'46"
W
104.63'
S

6
8
°
4
7
'
0
6
"

E
3
4
7
.
6
4
'
N

6
0
°3
2
'14
" W
4
3
0
.6
0
'
N

6
2
°0
4
'5
5
"
W
4
9
1.9
6
'
N
8
3°0
6'4
7"
E
10
5.12'
S 14°53'13" E196.29'
N 64°54'39" E
128.98'
N 64°54'39" E
99.63'
N 64°54'39" E
184.97'
N 29°53'48" W
227.04'
N
36°47'12" W
286.93'
S
4
0
°5
1'15
" E
3
3
3
.8
6
'
ESSIE C TUTTLE
DB 855 PG 466
ETHEL C CREWS
NO DEED FOUND
NO DEED FOUND
HOBART W TUTTLE
TYCO ELECTRONICS CORPORATION
DB 2163 PG 1687
DB 932 PG 418
DB 694 PG 335
GENESIS VICTORY
OUTREACH CENTER
DB 1715 PG 1048
PB 16 PG 50
G L G CORPORATION
DB 1530 PG 1648
HOBART W TUTTLE
DB 981 PG 414
PB 7 PG 157
DB 631 PG 344
HOBART W TUTTLE
DB 2725 PG 2739
FIDELMAR S SUAREZ
HAROLD F REESE
DB 2230 PG 5328
PEAK RIDGE PROPERTIES, LLC
DB 3402 PG 3149
12
'
12
'
12
'
12
'
8:1
12
'
.
0
1
.
0
2
.
0
1
.
0
1
.
0
0
.
0
1
.
0
2
.
0
1
.
0
4
.
0
0
.
0
3
.
0
2
.
0
2
.
0
1
1
.
0
1
5 TYP.
52'
+
0
2
.
8
0
TYP.
50'
+
5
0
4'
8
:1
R5
0'
R100'5.7'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6
/
2
7
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
4
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 4
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

4
+
5
0

S
E
E

S
H
E
E
T

5
FOR -L- PROFILE SEE SHT. 31
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
PROPOSED SIGNAL
SEE SHEET 2B-1
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

6
-
2
8
-
2
0
2
2

-

P
A
R
C
E
L

1
O
WN
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
-L- STA. 0+00.00
BEGIN TIP PROJECT R-2577A
-L-
CAT-1
AT-1
BEGIN C/A
100.00' (RT)
+50.00 -L-
1
129
160.00' (RT)
+45.00 -L-
185.00' (RT)
+57.00 -L-
100.00' (RT)
+89.00 -L-
100.00' (RT)
+24.00 -L-
129.79' (RT)
+92.00 -L-
133.93' (RT)
+26.00 -L-
133.93' (RT)
+20.67 -L-
126.83' (RT)
100.00' (RT)
+95.84 -L-
125.00' (LT)
100.00' (LT)
+00.00 -L-
171.52' (RT)
155.54' (RT)
+19.00 -L-
100.00' (RT)
+20.00 -L-
145.00' (RT)
+10.00 -L-
150.00' (RT)
+45.00 -L-
100.00' (RT)
+65.00 -L-
F
F
F
F
0407
0412
04050404
0402
0403
0409
CB-G CB-G
CB-F
CB-F
0408
OEP
0401
JB w/MH
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
0528 CB-G
CB-F0534
FS
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
RETAIN
18" RCP-III
18" RCP-III
18
"

R
C
P
-
III
18" RCP-III
0410
BDO
0406
2GI-NSS
0411
0414
RE
M
O
V
E
W/ 21 SY OF GEO FAB
8 TONS CL B RIP RAP
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
24" RCP-III 30" RCP-III
REMOVE SYSTEM
24" WELDED STEEL
INSTALLATION
TRENCHLESS
24" WELDED STEEL
INSTALLATION
TRENCHLESS
0415
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL J
SP. LATERAL 'V' DITCH SEE DETAIL B
LATERAL BASE DITCH
SEE DETAIL T
SP. LATERAL BASE DITCH
F
L
O
W
A
B
L
E
F
I
L
L
P
L
U
G
W
/
24"
RCP-III
(TYP - BOTH)
W/ 10 SY OF GEO FAB
3 TONS CL B RIP RAP
2GI-NSS
0416
24"
18"
18" RCP-III 2 ELBO W
S18"
2 ELBOWS18"
SPEC. DET.
CB-G
SPEC. DET.
CB-G
S
8
" V
C
IN
V
=
9
2
2.
0
8'
T
O
P
=
9
2
9.
4
9'
T
O
P
=
9
2
5.
18'
IN
V
=
9
17.
4
5'
IN
V
=
9
17.
5
4'
8
"
V
C
IN
V
=
9
2
0
.
3
6'
T
O
P
=
9
2
8.
17'
IN
V
=
9
18.
5
9'
I
N
V
=918.
47'
T
O
P
=
9
2
6.
2
1'
15
"
R
CP
O
TC
B
O
TCB
T
O
P
=924.
30'
I
N
V
=913.
90'
I
N
V
=
913.
80'
8"
V
C
SI
Z
E/
T
YP
UNK
SI
Z
E/
T
YP
UNK
U
N
K
S
IZ
E
/T
Y
P
E
(
BROKE
N)
OT
CB
OTCB
18"
C
M
P
18
"

R
C
P
W
/
F
E
S
OTCB
T
O
P
=
9
2
5.
2
3'
HW
4'
CONC
S
S
TOP=920.71'
8
" V
C
IN
V
=
9
13.
14'
IN
V
=
9
13.
14'
INV=912.95'
OTCB
18
"

R
C
P
CONC
TOP=923.93'
TOP=922.55'
18
"

R
C
P
DI
OTCB
OTCB
18" RCP
1
8
"
R
C
P
15"RCP
18"RCP
TOP=920.33'
5
4
"
C
O
N
C
5
4
" C
O
N
C
WOODS
WOODS
W
O
O
D
S
6
0
"
C
O
N
C
7
2
" C
O
NC
L
T
3
0
" C
&
G
2
0
' B
S
T
W
/
L
T
WOODS
WOODS
WOODS
WOODS
WOODS
1S
F
D
6
0
" C
HL
T
R
E
E
S
S
C
A
T
T
E
R
E
D
W
/
L
T
5
4
" C
O
N
C
6
0
"
C
H
L
D
K
C
O
N
C
CONC
3
6
"
S
6
0
" C
HL
8
' CONC VAR
. GR
CONC
6
0
" C
HL
7
2"
W
D
4
2
" WW
&

1S
B
W
W/
R
A
Z
O
R
WIR
E
8
4
" C
HL
&

3
S
B
W W/
R
A
Z
O
R
WIR
E
8
4
" C
HL
&

3
S
B
W
G
R
G
R
G
R
B
S
T
C
O
N
C
GA
T
E
C
HL
1S
B
L
K
B
U
S
B
U
S
1S
F
L
T
F
O
O
T
IN
G
S
C
O
N
C
S
IG
N
L
T
I
S
L
A
N
D
C
O
N
C
B
O
L
L
A
R
D
S
(
3)
C
O
N
C
C
O
N
C
L
T
G
A
S
P
U
M
P
S
B
S
T
B
S
T
B
ST
48"
C
O
N
C
B
ST
VA
R
. G
R
H
E
D
G
E
R
O
WCYPRESS84"
W
D
C
O
NC
1SFBUS
F E L ICITY L N . (P V T .)
F
E
LI
CIT
Y
CIR. (P
VT.)
B ST
B ST
VA
R
. B
ST
V
A
R
. B
S
T
BST
BST
BST
60" CONC
48" CONCVI
N
Y
L
3
6"
9 6 " C O N C
6 0 " C O N C
(
D
O
R
MS)
2SF
APT
(DORMS)1SFAPT
C
O
N
C
5
8
"
L
T
C
O
NC
10'
P
OLE
FL
A
G
B
K PL
A
NTE
R
B
LK
W
A
LL
V
A
R.
H
T
B
L
K
W
AL
L
VAR.
HT
SMTL
C
OL
U
MN
BL
K
B
L
K

C
O
L
U
M
N
4
8"
CONC
4
8"
CON
C
4
8"
CONC
B
S
T
BFP
W/
LT
W/
L
T
W
/
L
T
W
/
L
T
G
R
GR
V
A
R . CO
N
C
C
O
N
C
D
R
AI
N
T
R
E
N
C
H
SHRU BS
G
R
AS
S
GRASS
W/LT
SIG POLE
W/LT
SIG POLE
W/SIG
W/LT
SIG POLE
LT
12"
R
C
P
VAR
. GR
C
O
N
C
W
OODS
W
O
O
D
S
S
L
T
W
/
L
T
C
O
N
C
W
/
L
T
4
8
" C
O
NC
G
R
8
' B
S
T
LT LT
W/SIG
W/LT
W/
SI
G
W/
L
T
GRASS
RIP-RAP
VAR. GR
2
S
F
D
D
K
42" CONC
18
"
R
C
P
W/
F
E
S
W
/
F
E
S
18
" R
C
P
L
O
C
A
TI
O
N
P
OSSI
B
L
E J
B 18" CMP
SAT
VAR. SOIL
8"
V
C
8"
V
C
8"
V
C
8"
V
C
T
O
P
=
9
2
3
.9
8
'
IN
V
=
9
16
.4
9
'
IN
V
=
9
16
.19
'
I
N
V=915.01'
T
OP
=
9
2
2.18'IN
V=914.75'
R
U
IN
S
S
T
O
N
E
W
A
L
L
RUINS
W
E
L
L
L
T
T
A
N
K
A
/
G
L
P
7
2"
W
D
W/
3
SB
W
G
A
TE
7
2"
C
H
L
4
2
" W W &
1S
B
W
D
I
CO
N
C
COLUMN
BLK
12"
H
DP
E
F
D
C
12" RCP
PIPE STUB
VERTICAL 18"
64"
C
O
N
C
48"
C
O
N
C
S
A
T
A
BA
N
D
O
N
ED
A
P P EA
R S
W
E
L
L
D
K
VAR. GR
12"
R
C
P
PLANTERWD
-BL- GPS R2577-3
-BL- GPS R2577-4
15"
R
C
P UN
KNO
WN
E
ND
T
O
P=925.
29'
(T
Y
P.
)
T
A
N
K
C
A
P
S
LT
PO
ST
W
D
T
O E
AR
L
S
T
.
BM2
REIDSVILLE RD
8"
V
C
CL INV=912.16'
US 158/ REIDSVILLE RD 24' BST
US 158/ REIDSVILLE RD 24' BST
GRASS
GRASS
GRASS
GRASS
GR
ASS
GRASS
G
R
A
S
S
C
O
N
C
H
AR
VE
S
T
DR
2
1' B
S
T
B
S
T
C
O
N
C
B
ST
CON
C
3
0
"
C
&
G
3
0
"
C
&
G
3
0
"
C
&
G
3
0
"
C
&
G 3
0"
C
&
G
C
O
N
C
B
S
T
O
L
D
G
R
E
E
N
S
B
O
R
O
R
D 22' B
S
T
O
L
D

G
R
E
E
N
S
B
O
R
O
R
D

3
2' B
S
T
T
T
C
W
W
W
6
", C
A
S
T
IR
O
N
6" STL
24" DI
6
"
S
T
L
12
"
C
I
12
"
C
I
12
" C
I
12" CI
12
"
D
I
24"
DI
6" STL
CONDO PLAT 8-136
PUBLIC UTIL ESMT
26' PRIVATE ACCESS ESMT &
FELICITY LANE (PVT)
C
O
N
D
O PL
AT 8-136
P
U
BLIC
UTIL ES
MT
20' P
RI
V
ATE
A
C
CESS ES
MT
&
FELICIT
Y
CIR
CLE (P
VT)
P
B
5
4
P
G 113
P
UB
L
IC
UT
IL
E
S
MT
3
0
' P
R
IV
AT
E
A
C
C
E
S
S
E
S
MT
&

J
OY WA
Y (P
V
T
)
P
B
5
4
P
G 113
10
' P
U
B
L
IC
UT
IL
E
S
MT
P
B
5
4
P
G
113
10
' P
UB
L
IC
U
T
IL
E
S
MT
R
E
B
R
E
B
R
E
B
REB
MON
EIP
EIP
R/
W
M
O
N
R/W M
O N
EIP
EI
P
E
IP
E
IP
E
IP
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
ING R
/W
E
X
IS
T
ING R
/W
EXISTING R/W
EXISTING R/W
E
IP
(STUCCO)
2SFBUS
WOODS
STEPS
MTL
GR
SHRUBS
STATUE
CONC
BLK WALL
90"
WOODS
POLE
FLAG
LAMP
1SBK&FD
36" CONC
TREES
SCATTERED
TANK
A/G OIL
72" WD
1SFD
TANK
A/G OIL
WOODS
1SFD
EXI
S
TI
N
G
R/
W
E
X
IS
T
IN
G

R
/
W
T
T
C
W
W
W
6
",
S
T
L
6 ", STL
6 ", STL
6
", C
A
S
T
IR
O
N
12
",
C
A
S
T
IR
O
N
12
",
C
A
S
T
IR
O
N
12
",
D
I
12
", C
A
S
T
IR
O
N
12 ", C
AS
T IR
O
N
24 ",
D
U
C
TIL
E IR
O
N
24 ", DUCTILE IRON
S 68°30'32" W
281.25'
N 11°29'28" W171.75'
N 11°29'28" W339.29'
N 14°19'02" W419.43'
S 14°44'00" E345.13'
S
36°53'0
0
" E
160
.12'
S 01°04'40" W
252.78'
S 02°08'31" W
233.70'
N 64°14'22" E
169.44'
S 04°16'43" E 226.03'
N 64°16'30" E
210.77'
N 02°17'13" W
N 64°12'00" E
112.70'
N
31°10'23" W
99.88'
N
31°10'23" W
100.04'
N
31°10'23" W
100.04'
S
4
9°
14'
4
9"
W
14
9.
9
5'
S 31°29'05" E
36.12'
S 31°29'05" E
202.22'
S 31°29'05" E
65.97'
S 58°30'55"
W
90.09'
N
8
7
°
3
5'
1
5
"
W
5
6.
6
4'
N 02°22'22" E
37.45'
N
31°29'05" W
140.62'
N 59°03'05" E
116.24'
S 09°04'57" E
218.37'S
80°5
7'12"
W
19
8.4
5'
N

5
2
°2
4
'3
7
" W
15
4
.7
5
'
S
41°48'
14"
W144.
87'
S
3
9
°4
1'
5
7" W15
2.
0
0'
N
44°
19'
57"
E14.
92'
TYCO ELECTRONICS CORPORATION
DB 2163 PG 1687
DB 932 PG 418
DB 694 PG 335
GEORGE W SPARKS
CONSTRUCTION CO INC
DB 1679 PG 1873
PB 13 PG 159
LAWRENCE E DANNER
ROY E JOYNER
DB 1671 PG 4083
ABRAHANA N GONZALEZ
JENNIFER LOPEZ-NOYOLA
DB 3271 PG 547
THE COMMONS OF FORSYTH
COUNTY INC
DB 3163 PG 563
DB 2758 PG 3723
TERRY G TUTTLE
DANA J TUTTLE
PB 18 PG 127
DB 2758 PG 3723
TERRY G TUTTLE
DANA J TUTTLE
DB 2684 PG 332
PARTNERSHIP
THE JOYCE FAMILY LIMITED
THE COMMONS OF FORSYTH
COUNTY INC
DB 3227 PG 3232
CONDO PLAT 8 PG 136
ROBERT STEWART
RAINBOW TRAIL IRROC TRUST
THREE TWO TWO ENCHANTED
DB 3371 PG 1298
CONDO PLAT 8 PG 136
DB 3227 PG 3232
COUNTY INC
THE COMMONS OF FORSYTH
CONDO PLAT 8 PG 136
BOARD OF EDUCATION
DB 300 PG 219
FORSYTH COUNTY
WINSTON SALEM/
DB 3227 PG 3232
COUNTY INC
THE COMMONS OF FORSYTH
CONDO PLAT 8 PG 136
PEAK RIDGE PROPERTIES LLC
DB 3406 PG 1258
M
O
N
T
A
N
O
B
E
N
IT
E
Z
P
A
R
R
A
S
&
O
S
C
A
R
N
O
E
JH
O
N
A
T
A
N
IS
A
I
B
E
N
IT
E
Z
DB 3492 PG 2802
PB 8 PG 162
BENITEZ PARRAS &
JHONATAN ISAI
BENITEZ
OSCAR NOE MONTANO
DB 3556 PG 4179
TUTTLE
TERRY GRAY
PEAK RIDGE PROPERTIES, LLC
DB 3402 PG 3149
PEAK RIDGE PROPERTIES, LLC
DB 3402 PG 3149
PEAK RIDGE PROPERTIES, LLC
DB 3402 PG 3149
PEAK RIDGE PROPERTIES, LLC
DB 3402 PG 3149
DB 3402 PG 3149
PROPERTIES, LLC
PEAK RIDGE
DB 3402 PG 3149
PROPERTIES, LLC
PEAK RIDGE
12'12'12'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
100' TAPER
150' TAPER
+
3
0
.9
5
150' TAPER
150
' TAPER+
0
0
+
0
0
12
'
.
0
2
.
0
2
.
0
3
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
TYP.
52'
.0
3
.0
3
.0
2
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
T
Y
P.
19'
+
9
4.
5
9
.0
4
.04
.03
.02
T
Y
P
.
1
9
'
+43.83
.00
.00
.01
.02
.03
.04
.04
.03
.02
.01
.04.03.02
.01 .00 .01
.0 2 .0 312'12'12'P
S4'
PS4'
TYP.19'+14.04
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
EXI
S
T..
0
4
TYP
.
16
'
+
7
5
.8
0
.
0
4
.
0
3
16
'
+
2
6.
6
8
.02
.01
.00.01
.0
2.0
3.0
4
T
YP.1
8'
+
30.91
100' TAPER
12
'
12
'
T
Y
P.
1
9'+80.54
12'12'12'
8
:1
8
:1
4'
4'
1
5'
1
5'
10
'
10
'
3
6
'
R35'
R35'
150' TAPER
18
3'
T
A
P
E
R
+
8
3
.2
6
+
0
0
.0
0
+
0
0
.0
0
3
0
'
12
'
12
'
12
'
.
0
2
.
0
2
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6
/
2
7
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
5
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 5
M
A
TC
H
LIN
E
-
L-

S
TA
. 18
+
0
0

S
EE
S
H
EET
6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

4
+
5
0

S
E
E

S
H
E
E
T

4
S E E SH E E T 6
-Y 1B - S T A . 1 3 +5 0
M
A T C H L IN E25,800
20,200
850
550
4,550
4,050
27,900
23,600
ADT 2040
ADT 2017
-L- US 158
-L- US 158
-Y1B- OLD GREENSBORO RD.
-Y1A- OLD GREENSBORO RD.
9,100
8,300
8,800
6,300
4,400
2,850
3,550
2,300
1,450
1,800
3,550
2,300
3,100
2,250
TRAFFIC DIAGRAM
FOR -Y1E- PROFILE SEE SHT. 43
FOR -Y1C- PROFILE SEE SHT. 42
FOR -Y1B- PROFILE SEE SHT. 42
FOR -Y1A- PROFILE SEE SHT. 42
FOR -L- PROFILE SEE SHT. 31
3,100
2,250
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
GRASS MEDIAN
NAD 83/2011
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-1
FOR INTERSECTION DETAILS,
PROPOSED SIGNAL
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

C
O
M
B
I
N
E
D

P
A
R
C
E
L
S

13
8
-
14
0

T
O

B
E
C
O
M
E

P
A
R
C
E
L

13
8
. N
A
M
E

C
H
A
N
G
E
D

O
N

P
A
R
C
E
L
S

13
1
&

13
8
. H
A
T
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

3

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

6
-
2
8
-
2
0
2
2

-

P
A
R
C
E
L
S

1, 2
, 5
, 6
, &

8

O
WN
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
-Y1B- PRC Sta. 12+90.04
15+00
10+00
5+00
-L- PC Sta. 12+45.50
-Y1A- POT Sta. 10+00.00
-Y1A- PT Sta. 15+69.16
PI Sta 15+11.99
D
L = 231.96'
T = 125.09'
R = 250.00'
-Y1E-
T = 224.85'
PI Sta 14+08.11
D
L = 385.90'
R = 300.00'
-Y1A-
PI Sta 12+37.01
D
L = 220.42'
T = 110.52'
R = 1,200.00'
-Y1E- PC Sta. 11+26.49
-Y1E- PC Sta. 13+86.90
-Y1E- PT Sta. 13+46.91
-Y1E- PT Sta. 16+18.87
-Y1A- PC Sta. 11+83.26
PI Sta 11+01.02
D
L = 65.80'
T = 33.05'
R = 275.97'
-Y1C- PC Sta. 10+67.97
-Y1C-
PI Sta 11+95.30
D
L = 201.08'
T = 106.33'
R = 250.00'
PI Sta 13+94.41
D
L = 205.11'
T = 104.37'
R = 450.00'
-Y1B-
-L- POT Sta. 10+71.69
-Y1A- POT Sta. 17+00.40=
-
Y1B-
-Y1E
-
-
Y1
A-
-
Y1C-
-Y1A- POC Sta. 12+31.33
-Y1C- POT Sta. 11+58.93=
-Y1C- PT Sta. 11+33.77
-Y1C- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-L- POC Sta. 15+34.27
-Y1B- POT Sta. 10+00.00=
PI Sta 19+25.29
D
L = 1,349.14'
T = 679.79'
R = 4,450.00'
-L-
-Y1A- POC Sta. 14+51.12
-Y1E- POT Sta. 16+39.29=
-L-
SE= 0.03 SE= 0.04 SE= 0.04 SE= 0.04 SE= 0.04 SE= 0.04 SE= 0.04
DS= 50 MPH DS= 30 MPH DS= 30 MPH DS= 35 MPH DS= 30 MPH DS= 40 MPH DS= 30 MPH
BEGIN CONSTRUCTION
ELEV=884.50'
-L- STA. 14+13.23 OFF 253.63' RT
N 862560 E 1649507
BM # 2
GREU TYPE TL-3
GREU TYPE TL-3
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1
5
+
0
0
-Y1E- POC Sta. 12+17.38
BEGIN CONSTRUCTION
15+00
-Y1B- PC Sta. 10+88.97
WCC
WCC
TYPE TL-3
GREU
AT-
1
40.00' (RT)
30.00' (RT)
+00.00 -Y1A-
120.00' (RT)
101.07' (RT)
+50.00 -L-
60.00' (RT)
+00.00 -Y1B-
40.00' (RT)
+90.04 -Y1B-
+37.00 -L-
133.02' (RT)
22.90' (LT)
+37.13 -Y1E-
2
6
8
3
11
9
129
130
131
133
1
133.93' (RT)
+98.00 -L-
157.00' (RT)
+50.00 -L-
160.00' (RT)
+75.00 -L-
129.05' (RT)
+57.00 -L-133.93' (RT)
+46.00 -L-
131.09' (RT)
+07.00 -L-
76.48' (RT)
69.09' (RT)
+02.00 -Y1B-
80.73' (RT)
65.33' (RT)
57.88' (RT)
+13.00 -Y1B-
59.29' (RT)
48.07' (RT)
+32.00 -Y1B-
105.88' (RT)
+25.00 -Y1B-
63.70' (RT)
57.18' (RT)
44.00' (RT)
+99.00 -Y1A-
185.00' (RT)
133.93' (RT)
100.00' (RT)
+59.00 -L-
185.00' (RT)
133.93' (RT)
100.00' (RT)
+89.00 -L-
167.50' (RT)
150.00' (RT)
+00.00 -L-
4
7
5
132
138
46.91' (LT)
+22.00 -Y1E-
100.00' (LT)
+21.69 -L-
115.00' (LT)
100.00' (LT)
+72.00 -L-
55.00' (RT)
+00.00 -Y1A-
55.00' (RT)
+00.00 -Y1A-
65.72' (RT)
54.08' (RT)
43.14' (RT)
+72.00 -Y1A-
42.03' (LT)
30.00' (LT)
+01.00 -Y1C-
42.03' (LT)
+06.00 -Y1C-
40.00' (RT)
30.00' (RT)
+00.00 -Y1A-
+90.00 -Y1A-
40.00' (RT)
30.00' (RT)
+00.00 -Y1C-
40.00' (LT)
30.00' (LT)
+00.00 -Y1C-
106.00' (RT)
95.04' (RT)
+26.00 -Y1E-
145.97' (LT)
125.32' (LT)
+59.00 -L-
76.27' (RT)
+06.35 -Y1E-
72.42' (RT)
62.61' (RT)
+34.00 -Y1E-
74.18' (RT)
63.66' (RT)
+42.00 -Y1E-101.19' (RT)
90.36' (RT)
+18.00 -Y1E-
10
133.93' (RT)
+55.67 -L-
143.00' (RT)
+64.00 -L-
125.00' (LT)
100.00' (LT)
+00.00 -L-
44.00' (RT)
+83.26 -Y1A-
125.00' (LT)
100.00' (LT)
+28.00 -L-
115.00' (LT)
+41.51 -L-
8 55.00' (RT)
+22.01 -Y1A-
44.00' (RT)
+15.16 -Y1A-
33.04' (LT)
+57.75 -Y1E-
74.43' (LT)
+74.00 -Y1A-
44.00' (LT)
+50.00 -Y1A-
44.00' (LT)
+00.00 -Y1A-
END C/A
100.00' (RT)
+75.00 -L-
107.58' (LT)
+60.00 -L-109.31 (LT)
+11.50 -L-
9
60.00' (LT)
44.00' (LT)
+69.00 -Y1A-
9
EX. R/W
+85.00 -Y1A-
EX. R/W (LT)
+09.84 -L-
F
F
F
F
C
F
F
C
C
F
C
C
C
C
C
C
C
C
FC
F
C
C
C
C
F
F
C
F
C
F
F
C
C
C
C
F
F
C
C
DI
DI
DI
DIDI
DI
DI
DI
DI
0550
0503
0505
0504
0502
0507
0508
0509
0512
0511
0513
0525
0514
0524
0522
0543
0516
0515
0518
0523
0519
0521
0531
052605270533
0506
0548
CB-GCB-G
CB-G
CB-G
CB-GCB-G
CB-G
CB-G
CB-GCB-GCB-G
CB-F
CB-F
CB-F
CB-F
CB-G
CB-G
0528
CB-G
CB-G
0546
0545
OEP
OEP
0544
REMOVE SYSTEM REMOVE SYSTEM
15"
15"
15"
SEE DETAIL A
LATERAL 'V' DITCH
0520
0501
CB-F
0551
2GI-NSS
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
15"
1
5"
GRADE TO DRAIN
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
JB w/MH
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III 18" RCP-III
1
8
"

R
C
P
-
I
I
I

18" RCP-III
3
0
"

RC
P
-
III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
0529
0530
0535
0536
0557
0553
CB-F
0555
CB-F
0554
CB-F
0556
2GI-NSS
0552
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
BDO
0510
W/ 21 SY OF GEO FAB
8 TONS CL B RIP RAP
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
15"
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL H
SPECIAL CUT DITCH
0562
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
0558
CB-F
CB-G
0529
SP. DET.
JB w/MH
3
0
" W
ELD
ED

STEEL
TREN
C
H
LESS
IN
STALLATIO
N

SEE DETAIL G
W/ CL B RIPRAP
LATERAL V DITCH
24" WELDED STEEL
INSTALLATION
TRENCHLESS
RCP-III
18"
0532
CB-F
0534CB-F
RCP-III
18"18" RCP-III
0517
w/MH
JB
OF GEO FAB
RIP RAP W/ 7 SY
2 TONS CL B
SYSTEM
REMOVE
RCP-III 18"
SYSTEM
REMOVE
18" RCP-III
R
C
P
-
I
I
I

1
8
"
18" RCP-III
DRAIN
GRADE TO
24" RCP-III
18" CSP
S
EE
DETAI
L J
S
P
ECI
AL
LAT.
V
DI
TCH
G
R
A
D
E
TO
D
R
AI
N
SYSTEM
REMOVE
SYSTEM
REMOVE
D
R
AI
N
G
R
A
D
E
TO
RCP-III
18"
RCP-III
18"
CB-F
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL J
SPECIAL LATERAL V DITCH
0559
0560
JB W/MH CB-G
0561
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
18"
15"18"
18"
P
P
PLUG AND FILL
REMOVEPIPE
REMOVE 66'
2
4
"
18"
2
4
"
24"
1
8"18"
18"
18"18"
2 ELBOWS
18"
2 ELBO W
S18"
2
ELBOWS
18"
RCP-III
18"
R
C
P-III
18"
2
E
L
B
O
W
S
1
8
"
C
S
P
POOL
POOL
RUINS
W
O
O
DS
W
O
O
D
S
15"
R
C
P
T
R
E
E
S
S
C
A
T
T
E
R
E
D
TREESSCATTERED
VAR. GR 1SFD
W/LT
48" CONC
VAR
. GR
V
A
R
.
G
R
42" CHL
DK
1SFD
DK
S
S
S
72" WD
G
42" CHL
42" CHL
CONC
DILAPIDATED
72" WD48" WD
48" WD108" WD
CONC
CONC
48" CHL
48" CHL LT
GCONC1SF
D
36"
C
O
N
C
VAR. BST
BST
S
A
T
VAR. CONC
DK
8" VC
8"
V
C
8"
V
C
8"
V
C
8" VC
12"CMP
6'
C
O
N
C
H
W
6'
S
T
O
N
E
H
W
18" CMP
18" RCP
7' S
T
O
N
E
H
W
WELL
VAR. GR
VAR. GR
WELL
WELL
15" RCP
T
A
N
K
C
AP
U/
G
OIL
15" R
CP
V
A
R
.

G
R
15" RCP
HW
BK
12" CMP12" CMP
4
2
"
C
H
L
S
S
48" WW
4
8
"
W
D
7
2
"
W
D
S
S
-BY- 145
GRANBY ST 18' BST
O
L
D
G
R
E
E
N
S
B
O
R
O
R
D 24'
B
S
T
W
T
12"
CI
6" CI
2
4
"
DI
DB 1921 PG 2693
ACCES ESMT
EIP
EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
1SFD
W
2 ", PL
ASTIC
6 ", STL
6 ", CAST IRON
12 ", C
AST IR
O
N
24 ",
D
UCTILE IR
O
N
8

"
,

D
U
C
T
IL
E

I
R
O
N
12 ", CAST IRON
6 ", CAST IRON
W
T 12 ",
C
A
S
T I
R
O
N 6 ", CAST IRON
2
4
",
D
U
C
TI
L
E I
R
O
N
v
v
v
v
VAR. BST
42" CONC
2SBKD
WD
S
4
2
"

C
O
N
C
TANKS
A/G LP
POLEFLAG
VAR. GR C
O
N
C
CONC
C O N C
32"
C
O
N
C
W/
LT
W/LT
4
2
"
CO
N
C VAR. GR
C A N O P Y
M
T L
G
R
15" RCP
B
OLL
AR
D
WD
B
OLL
AR
D
WD48" CHL
D
K
72"
WD
48" CHLS
WD
72"
CONC
C
O
N
C
48"VAR. CONC
72" W D
72" WD
VAR
. C
ONCC
O
N
C
42"
WOODS15" RCP
WD(B
U
R
IE
D)
S
IZ
E
/T
Y
P
U
N
K
15" RCPCONC
T
R
E
E
S
S
C
A
T
T
E
R
E
D
72" WD
72" WD
92"
WDS48" WDLT
CONC DRIVE24" DBL
B
S
T
G
V
A
R. S
OI
L/
G
R VAR. SOIL/GR
92"
W
D
D R A IN
T R E N C H
S
15
"

R
C
P15" RCP
STONE WALL
VAR. HT
TOP=917
.92
'
L
OC
ATIO
N
P
OSSIBLE JB
15"RCP
5' C
O
NC
H
W
15
"
R
C
P
8" VC
8" VC
8" VC
8" VC
8
"
V
C
8" VC
8
" V
C
8" VC
8" VC8" VC
OTCB
18
"

R
C
P
W
/
F
E
S
OTCB
15
"

R
C
P
4' STONE HW
OTCB
D
I
DI
1 2 " R C P
LOCATIONPOSSIBLE JB
D
I
DI
DI
12" RCP
12
"

R
C
P
12"R
C
P
C
O
N
C
4
8
"
WD
1SFD
STEPS
WD
S
VAR
. CONC
W/BSMT
1SFD
VAR. CONC
48" WD
W/LT
VAR
. G
R
C
O
N
C
4
2
"
TANK
A/G OIL
VAR
. GR
1SFD
DK
1SFD
1SFD
4
8
" C
H
L
4
8
"
C
H
L
48" CHL
7
2
"
WD
VAR
. GR
1SFD
1SFD
VAR. GR
W/LT
12" RCP
48" CHL
7
2"W
D
S
S
S
4
8
"
C
H
L
4
8
"
C
H
L
9
' B
S
T
VAR
. B
S
T
PAVERS
48" BK
CONC
SAT
W/LT
T
R
E
E
S
S
C
A
T
T
E
R
E
D
48" WW
CONC
DK
SAT
CONC
48"
VAR
. GR
W/LT
12" RCP
SAT
12
' C
O
N
C
VA
R
. C
O
N
C
4 8" C H L
(
MT
L)G
VAR. GR
C
A
N
OP
Y
MTL/
W
D
LT
LT
STEPS
CONC
2
2
'

C
O
N
C
1SFD
G
C
O
N
C
60"CHL
GATE
60"CHL
GATE
60"CHL
72"
WD
6
0
"
C
H
L
6
0
"

C
H
L
TANK
A/G OIL
48" CONC
S
S
72"
WD
4
8
"
C
H
L
11'

C
O
N
C
S
P
IG
O
T 4
8
"

C
O
N
C
1SFD
CONC
48" CONC
PAVERS
18
"

R
C
P
LT
G
A
T
E
4
8
"C
H
L
SAT
W/BSMT
1SFD
STEPS
CONC
G
S
DK
POOL
A/G
DK
W/LT
4
8
"

C
H
L
V
A
R.
B
S
T
VAR. BST
BST
48"VINYL
LT
V
A
R
.

B
S
T
S
WD
BOLLARDSWD
6
0
"

C
H
L
60" WD
6
0
"

W
W
WOODS
T
R
E
E
S
S
C
A
T
T
E
R
E
D
W
O
O
D
S
W/BSMT
1SBKD
4
8
"

C
O
N
C
36"CONC
CONC
60" WD
6
0
"

W
D
DK
G CANOPYMTL
7
'

C
O
N
C
V
A
R
.
C
O
N
C
12" RCP
WOODS
W/LT W/LT
V
A
R.
G
R
VA
R
. G
R
7
2
"
W
D
72" WD
W/LT
7
2
"

C
H
L
7
2
"
C
H
L
72" CHL 7
2
"

W
D
7
2
"
W
D72" WD
GATE
72" WD
GATE
72" WD
CONC
CONC
2SFD
S
CANOPY
LT
TREES
SCATTERED
(BLK)
S
WOODS
S S
WOODS
W/LT
1SFD
DK
CONC
3
9"
CONC
16
'
C
O
N
C
WOODS
WOODS
TREES
SCATTERED
LT
G
15
"

C
M
P
B
K

H
W
B
K

H
W
V
A
R.
G
R
V
A
R
. G
R
W/LT
48" CONC
1SBKD
ARBORWD C
ONC
BST
9
'

B
S
T
9
'

B
S
T
RAIL
48" WD
CANOPY
MTL G
S
S
1SBKD
V
A
R.
G
R
T
A
N
K
A
/
G

O
IL
8
'
G
R
1SBKD
G
VAR. GR
LT
10
'

C
O
N
C
12" RCP
W/LT
W/LT
12
"

R
C
P
W
D

B
O
L
L
A
R
D
M
A
R
K
E
R
C
O
N
C
BST
B
S
T
BST
CONC
63"
(CHURCH
)
1SBK
(CHURCH)
4SBK
CHURCH
BELL
BK
3
6
" C
O
N
C

U
/
MT
L

C
A
N
O
P
Y 3
6
"

C
O
N
C

U
/
M
T
L

C
A
N
O
P
Y
S
VINYL
U
/
M
T
L

C
A
N
O
P
Y
8
4
"

C
O
N
C
CONC
CROSS
MTL
CONC
POSTS
V
INYL
S
IGN
POSTSVINYL SIGN
CONC CONC
U
/
M
T
L

C
A
N
O
P
Y
6
3
" C
O
N
C
U
/
M
T
L

C
A
N
O
P
Y
6
3
"

C
O
N
C
SVINYL
S
BK
BK WALL
VAR. HT
WD
RR
T
IMBERS
WD RR TIMBERS
WD RR TIMBERS
W
D

R
R

T
IM
B
E
R
S
2SF&BKD
CA
N
O
PY
W D
VAR.
CONC
CONC
34"
PAVERS
BK
RAMP
48" WD
VAR.
GR
HOUSE
WELL
HOUSE
WELL
WELL
WELL
WOODS
LT
LT
SAT
-BL- GPS R2577-4
15" RCP
24" DBL CONC DRIVE
CONC
WALL
VAR. HT
CONC DRIVE24" DBL
30" CONCVAR. HT CONC WALL
WELL
48" WW
S
S
CANOPY
WD
SAT
W/BSMT
1SFD
S
STONE WALL
VAR. HT
LOCATION
POSSIBLE JB
15
"
R
C
P
CONC42"
SAT
SAT
12" RCP
4
8
"
C
H
L
4
8
"
C
H
L
GATE
48" CHL
48" CHL
6
0
"

W
W 60" WW 60" WW
4
8
"
WD
CONC
6
0
"

C
H
L
72" WD
4
8
"
C
H
L
4
8
"
C
H
L
48" WW
HO
US
E
WE
L
L
72"CHL
WELL
V
A
R.
G
R
4
8
"
W
WS
C
A
N
O
P
Y
W
D
48" CONC
WELL
S
S
G
72"
WD
48" CHL
6" DI
BURIED
(PER PLANS)
APPROX. LOC
HW
BK
V
A
R.
G
R
12" RCP
RAIL
48" WD
12" HDPE
30" CONC
15" RCP
42" CONC
CONC
42"
POLE
FLAG
R
A
I
L
4
2
"

M
T
L
SPIGOT
HOUSE
WELL
-BL- 104
1 2 " R C P
-BL- 105
-BY- 150
-BY- 143
-BY- 147
-BY- 148
4
2
"

W
D

R
A
I
L
GATE
60" CHL
RUINS
VAR. GR
TO GROVER ST.
REIDSVILLE RD
VAR. BST
VAR. BST
8" VC
BURIED/PAVED OVER(PER PLANS)APPROX. LOC
US 158/ REIDSVILLE RD 28' BST
C
H
U
R
C
H
L
A
N
D

D
R

18
'

B
S
T
GRASS
GRASS
GRASS
CONC
HILDA ST 19' BST
HILDA ST 17' BST
OL
D
G
REE
NS
B
O
R
O
R
D 22' BST
W
6" CI
12" CI24"
DI
2" PL
6" STL
12" CI
6" CI
8
"

D
I
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
R
/W MON
EIP
EIP
EIP
MON EIP EIP EIP
R
E
B
A
N
G
L
E

IR
O
N
E
IP
EIPEIPEIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
1SFD
TREES
SCATTERED
-BY- 143
-BY- 144
-BY- 147
-BY- 150
-BL- 105
U/MTL CANOPY
84" CONC
CANOPY
VINYL TENT
CULTIVATED FIELD
CONC
1SFD
W/BSMT
1SFD
WOODS
WOODS
WOODS
STEPS
CONC
W/BSMT
1SFD
1SFD
1SFD
1SFD
1SFD
PAD
CONC WELL
PATIO
BK
CONC DR
IVE
2
4
" DB
L
TANK
A/G OIL
1SFD
DK
TANK
A/G OIL
TREES
SCATTERED
VAR. GR
GATE
60" CHL
W/BSMT
1SBKD
TREES
SCATTERED
EXISTING R/W
EXISTING R/W
10
0
.
0
0
'
10
0
.
0
0
'
S 00°32'37" W
161.57'
N 00°38'50" E
154.18'
S
7
3
°
3
8'
4
1"
E
4
3.
1
2'
S

4
3
°2
1'3
3
" E
15
1.7
1'
N 46°38
'27" E
86.56
'
N 46°38'27"
E
21.65'S 82°18'31"
E
11.29'
S 83°15'28" E
31.71'
S 07°52'44" W218.23'
S 03°40'56" W
P
B 11 P
G 139
BIL
L
W
E
V
E
R
H
A
R
T
D
B 2030
P
G 3316
DB 3533 PG 3292
PB 8 PG 161
VICKY J ACOSTA
DB 2989 PG 3644
PB 8 PG 161
DB 3165 PG 4289
HEDRICK
RAYMOND T
KASSIE LYNN CADLE
DB 1143 PG 104
DB 1854 PG 842 THOMAS O CREWS
CHRISTINE CREWS
CHRIS H CREWS
LISA A CREWS
N 02°17'13" W
197.44'
N 79°41'39" E
99.53'
S 02°30'56" E200.12'
N 02°18'31" W 199.71'
N 02°18'31" W34.57'
S 89°56'13"
W
S 01°43'32" E
246.42'
256.79'
S 46°38
'27" W
N 46°38
'27" E
86.56
'
S 83°15'28" E
31.71'
S 84°54'26" E
42.93'
S 86°48'21" E
43.07'
S 88°42'17" E
43.00'
S 03°40'56" W 219.88'
N 00°28'00" W
222.03'N 05°20'31" W
183.34'
S 06°12'09" E124.47'
S

4
3
°2
1'3
3
" E
15
6
.5
3
'
N

4
3
°2
1'3
3
" W
15
1.5
8
'
N

4
9
°
5
2
'
4
1"

W
17
9
.
0
3
'
S

4
9
°
5
2
'
4
1"

E
17
1.
2
3
'
S

4
5
°4
8
'
2
1"
E
16
5
.
3
1'
N

4
5
°4
7
'
5
7
"
W
15
8
.
9
5
'
N

4
9
°
4
7
'
2
9
"

W
15
4
.
8
2
'
S

4
9
°
5
2
'
5
0
"

E
16
3
.
0
7
'
S

4
9
°
5
4
'
14
"
E
16
7
.
3
5
'
S

5
0
°
0
1'
2
1"

E
17
1.
0
6
'
N

4
9
°
4
7
'
2
9
"

W
17
8
.
4
5
'
N 39°30'04" E
79.62'
N 39°30'04" E
54.26'
N 39°30'04" E
42.47'
N 39°30'04" E
80.71'
N 39°30'04" E
22.73'
N
48°20
'52"
E
56
.08
'
S
48°20
'52" W
31
.61'
S
48°20
'52" W
66
.97
'
S
48°20
'52"
W
40
.25
'
N
48°20
'52" E
34
.71'
N
48°20
'52"
E
34
.71
'
N
48°20
'52"
E
58
.33
'
N
48°20
'52"
E
43
.82
'
N
48°20
'52"
E
69
.83
'
N 48°20'52" E
1.55'
S
48°20
'52"
W
69
.42
'
S

4
9
°
2
8
'
2
1"
E
6
9
.
6
4
'
S

4
9
°
2
8
'
2
1"

E
12
1.
0
8
'
S

4
9
°
2
8
'
2
1"

E
13
5
.
2
1'
S

5
1°
19
'
4
3
"

E
2
2
3
.
9
2
'
S

4
9
°
4
7
'
5
9
"

E
2
2
5
.
9
2
'
N 39°30'04" E
7.21'
N 39°30'04" E 100.01'
N 39°30'04" E
50.00'
N 39°30'04" E
50.00'
N 39°30'04" E
50.00'
N 39°30'04" E
99.00'
N

4
9
°
5
7
'
2
9
"

W
2
2
8
.
2
5
'
N

4
9
°
5
7
'
2
9
"

W
2
2
7
.
7
7
'
N

4
9
°
5
4
'
4
4
"

W
2
2
5
.
7
6
'
N

4
9
°
5
7
'
17
"

W
2
2
5
.
5
7
'
S

4
9
°
5
4
'
3
3
"

E
2
2
5
.
2
0
'
N 39°30'04" E
95.00'
S 39°26'44" W
321.81'
S

5
2
°
0
3
'
2
1"

E
19
5
.
4
7
'
S 39°42'59" W
149.71'
N 38°54'13" E
176.98'
S

6
4
°
0
6'
1
9
"
E
1
2
9
.
8
5'S 39°55'03" W
174.70'
S 39°58'16" W
217.62'
S

5
0
°
13
'
3
8
"

E
2
4
4
.
10
'
N

5
0
°
11'
3
0
"

W
2
5
0
.
2
0
'
S

5
0
°
11'
5
8
"

E
112
.
3
4
'
S

5
0
°
11'
5
8
"

E
13
7
.
8
3
'
N

4
5
°15
'3
7
"
W
DB 3240 PG 1402
KATHARINE EVANS
DB 1898 PG 1369
MARK P GOULDING
DONALD G SAPP
JANET S LANGHAM
DB 2477 PG 1629
PB 7 PG 156
PB 7 PG 156
DB 1222 PG 209
VIVIAN CUMMINGS
WILLIE L CUMMINGS
VIVIAN CUMMINGS
DB 1783 PG 2148
PB 7 PG 156
RICKY L WESTMORELANDLUCINDA C WESTMORELANDDB 1989 PG 1978
PB 7 PG 156
DB 725 PG 179
PB 18 PG 180
EDGEWOOD BAPTIST CHURCH
DB 725 PG 179
PB 18 PG 180
DB 3492 PG 2802
PB 8 PG 162
JOSEPH D GOODE
DONEA DAVIS
DB 2975 PG 4207
PB 8 PG 162
MICHAEL E HALEY
DB 3176 PG 3511
ALVARENGA-HALEY
GLORIA E
JAME E CONNOR
GEORGIA CONNOR
DB 1200 PG 1190
GLORIA E ALVARENGA-HALEY
DB 3176 PG 3536
MICHAEL E HALEY
LLC
PROPERTIES
ALVAHAL
PG 194
DB 2865
PG 194
DB 2865
LLC
PROPERTIES
ALVAHAL
KYLE R KRETCHMAN
DB 2698 PG 1038
PB 8 PG 162
DB 2983 PG 148
PB 8 PG 162
LARRIMORE
KELLY S
DB 2983 PG 151
KELLY S LARRIMORE
DB 2983 PG 154
PB 8 PG 162
CARL E HOUSTON
DB 2505 PG 3625
PB 8 PG 162
DB 1651 PG 3070
PB 8 PG 162
HEDRICK
RAYMOND T
DB 760 PG 355
PB 8 PG 162
DB 3492 PG 2802
GEORGE W SPARKS
CONSTRUCTION CO INC
DB 1679 PG 1873
PB 13 PG 159
JOE CLARK, JR.
DB 3623 PG 0793
DB 2418 PG 4491
PATRICK R GLENN
PB 11 PG 139
LEONARDO FRANCO
KARLA V ARDON
DB 3290 PG 35
PB 11 PG 139
CITY OF
WINSTON SALEM
DB 949 PG 368
PB 8 PG 161
BOBBY W PARKER
LINDA PARKER
DB 1724 PG 2149
DARRYLE V BROOKS
MELODY BROOKS
DB 1782 PG 2898
PB 8 PG 161
MAURO ACOSTA
DB 1913 PG 27
PB 8 PG 161
THE COMMONS OF FORSYTH
COUNTY INC
DB 3227 PG 3232
CONDO PLAT 8 PG 136
CONNOR
GEORGIA
DB 3533 PG 3292
PB 8 PG 161
BAPTIST CHURCH
EDGEWOOD
DB 3330 PG 3654
PB 11 PG 139
PB 8 PG 162
14
0
.3
8
'
S
2
5
°2
5
'4
9
" E
RAY J KLINE
DB 2818 PG 230
PB 8 PG 162
DIANE A TATE
JESSE L TATE
DB 2933 PG 704
PB 8 PG 162
LARRIMORE
KELLY S
PB 8 PG 162
PB 8 PG 162
DB 2630 PG 1837
HOWARD
MATTHEW K & KATE M
3
0
.
15
'
TO RW
22.80' EIP
TO RW
16.66' EIP
TO RW
5.78' EIP
DB 3492 PG 2802
PB 8 PG 162
PAYNE HEIRS
JAMES RICHARD
MONTANO BENITEZ
PARRAS & OSCAR NOE
JHONATAN ISAI BENITEZ
MONTANO BENITEZ
PARRAS & OSCAR NOE
JHONATAN ISAI BENITEZ
MONTANO BENITEZ
PARRAS & OSCAR NOE
JHONATAN ISAI BENITEZ
LINDA COHEN
AND SPOUSE
DAVID COHEN
DB 3578 PG 1660
LINDA COHEN
AND SPOUSE
DAVID COHEN
DB 3578 PG 1660
KASSIE LYNN CADLE
PROPOSED TRAFFIC SIGNAL
12 '
12 '
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.01.02
.02
.02
.00
.01
T
Y
P
.
2
0
'
T
Y
P
.
2
0
'
+06
EXIST.
.
0
2
.
0
2
.
0
3
.
0
3
.
0
2
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
3
.0
3
.0
4
.0 4 .0 3
.02 .01 .00 .01
T
YP.20'+6 8 .4 8
.01.02 .00 .01
.02 .03
+05.93 .03 .02.01.03.02EXIST.
TYP.24'+35.20
.0
0
.
0
1
.
0
2
.
0
3
.
0
4
TYP.15'+
7
3
.
5
0
EXIS
T.
P S4'12'12'12'10'10'
200' MEDIAN TAPER
1
2
'
12
'
150' TAPER
M
E
D
2
3
'
52' TYP.
+51.53
12 '
12 '
.04.03
8
:1
4'
18'
18'
+
9
4
.6
5
M
E
D
3
0
'
R=30'
R=30'
83' T
APER
+9 4 .4 9
150'
TAPER
+58.17+60.55
-Y1D-+60.55
CONC. SIDEWALK
-L- STA 28+43.47
BEGIN RETAINING WALL 1
RETAINING WALL 1 RETAINING WALL 1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10
/
14
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
6
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 6
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
.

1
8
+
0
0

S
E
E

S
H
E
E
T
5
-Y1B- S
TA. 13
+
5
0
S
EE S
H
EET 5
MATC
H
LIN
E
S
E
E

S
H
E
E
T

7
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
1
+
0
0
TYPICAL.
SEE SHEET 2B-1 FOR RETAINING WALL
FOR -Y2- PROFILE SEE SHT. 43
FOR -Y1D- PROFILE SEE SHT. 43
FOR -Y1B- PROFILE SEE SHT. 42
FOR -L- PROFILE SEE SHTS. 31-32
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
GRASS MEDIAN
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED18+50.00-Y1B- STA.INSET A
18+50.00-Y1B- STA.INSET A
SEE SHEET 2B-2
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

U
P
D
A
T
E
D

P
A
R
C
E
L

O
W
N
E
R

A
N
D

D
E
E
D

I
N
F
O
R
M
A
T
I
O
N

F
O
R

P
A
R
C
E
L

13
4
. M
A
H
.
P
A
R
C
E
L
S

13
8
, 14
1, 14
5

&

14
6
B
. H
A
T
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

C
O
M
B
I
N
E
D

P
A
R
C
E
L
S

13
8
-
14
0

T
O

B
E
C
O
M
E

P
A
R
C
E
L

13
8
. C
O
M
B
I
N
E
D

P
A
R
C
E
L
S

14
5

&

14
6

T
O

B
E
C
O
M
E

P
A
R
C
E
L

14
5
. N
A
M
E

C
H
A
N
G
E
D

O
N
-Y1B- PT Sta. 14+95.15
PI Sta 19+25.29
D
L = 1,349.14'
T = 679.79'
R = 4,450.00'
-L-
-L- PT Sta. 25+94.65
-Y2- PT Sta. 13+25.37
-Y2- PC Sta. 10+96.47
20+00
25+00
30+00
PI Sta 13+09.91
D
L = 167.68'
T = 90.90'
R = 175.00'
-Y1D-
PI Sta 13+94.41
D
L = 205.11'
T = 104.37'
R = 450.00'
PI Sta 19+64.82
D
L = 520.27'
T = 266.89'
R = 946.60'
-Y1B-
-Y1D- PC Sta. 12+19.00
-Y1D- POT Sta. 10+00.00
-Y1D- PT Sta. 13+86.68
-Y1D-
-Y1B- POT Sta. 16+16.74
-Y1D- POT Sta. 14+08.53=
-
Y1B-
-L- POT Sta. 27+99.66
-Y2- POT Sta. 14+47.04=
-
Y
2
-
SE = 0.04SE = 0.04SE = 0.04
PI Sta 12+10.92
D
L = 228.90'
-Y2-
T = 114.45'
R = 23,525.00'
SE = NCSE= 0.03
DS= 50 MPH DS = 35 MPH DS = 50 MPH DS = 25 MPH DS = 40 MPH
-L-
BEGIN CONSTRUCTION
-Y2- POC Sta. 12+00.00
-Y1D- POT Sta. 12+00.00
BEGIN CONSTRUCTION
CAT-1
PC Sta. 16+97.93
-Y1B-
RAISED GRASS MEDIAN
-Y2- POT Sta. 10+90.00
A
T
-
1
A
T-
1
60.00' (RT)
30.00' (RT)
+10.00 -Y1B-
50.53' (LT)
+12.11 -Y1B-
50.00' (RT)
30.00' (RT)
+00.00 -Y2-
CHORD
60.00' (LT)
+00.00 -Y1B-
50.00' (LT)
+92.67 -Y1B-
50.00' (RT)
+66.19 -Y1B-
+74.49 -L-
52.50' (RT)
+65.53 -L-
63.49' (LT)
12
13
14
15
16
17
134
135
136
137
138
138
141
142
143
144
145
145
147 148
149
150
151
152
153
154 155 156
60.50' (LT)
+00.21 -L-
138
146A
55.34' (RT)
+87.76 -Y1B-
30.00' (RT)
+79.42 -Y1B-
57.62' (RT)
+78.91 -Y1B-
29.36' (RT)
+70.34 -Y1B-
75.00' (RT)
+76.00 -L-
69.51' (LT)
+60.00 -Y1B-
105.45' (RT)
+83.00 -L-
104.31' (RT)
+17.00 -L-
94.20' (RT)
82.86' (RT)
+28.00 -L-
94.73' (RT)
83.09' (RT)
+37.00 -L-
42.70' (LT)
30.00' (LT)
+18.70 -Y2-
110.23' (LT)
85.57' (LT)
+23.00 -L-
105.98' (LT)
79.45' (LT)
+93.00 -L-
9
30.00' (LT)
+39.65 -Y2-
89.46' (LT)
+47.44 -L-
56.00' (LT)
+50.00 -L-
73.17' (LT)
+00.00 -L-
30.00' (RT)
+50.00 -Y2-
40.00' (RT)
+00.00 -Y1D-
20.65' (RT)
+85.00 -Y1D-
40.00' (RT)
+50.00 -Y1D-
80.00' (RT)
+10.00 -Y1B-
50.00' (RT)
30.00' (RT)
+85.00 -Y1B-
66.00' (RT)
45.00' (RT)
30.00' (RT)
+25.00 -Y1B-
60.00' (RT)
+50.00 -Y1B-
27.88' (RT)
+50.00 -Y1B-
70.08' (LT)
+85.43 -Y1D-
19.41' (LT)
+50.00 -Y1D-
58.67' (LT)
+56.22 -Y1B-
142A
146B
109.42' (LT)
99.61' (LT)
61.43' (LT)
+45.00 -L-
100.00' (LT)
56.00' (LT)
+40.00 -L-
100.00' (LT)
56.00' (LT)
+94.65 -L-
END C/A
56.00' (LT)
+50.00 -L-
100.00' (LT)
+10.00 -L-
140.00' (LT)
100.00' (LT)
+20.00 -L-
56.00' (LT)
+00.00 -L-
75.00' (LT)
+85.00 -L-
BEGIN C/A
56.00' (LT)
+50.00 -L-
65.00' (LT)
+80.00 -L-
68.86' (RT)
+91.00 -L-
52.50' (RT)
+94.96 -L-
52.50' (RT)
+92.73 -L-
PL (LT)
+00.44 -Y1B-PL (LT)
+30.00 -Y1D-
95.00' (LT)
+70.00 -L-
70.00' (LT)
+75.00 -Y2-
82.00' (RT)
+76.00 -L-
95.00' (RT)
82.56' (RT)
+53.00 -L-
95.00' (RT)
82.48' (RT)
+70.00 -L-
57.87' (RT)
43.01' (RT)
35.95' (RT)
+86.00 -Y1D-
104.84' (LT)
78.00' (LT)
+04.00 -L-
140.00' (LT)
99.77' (LT)
+60.00 -L-
79.20' (LT)
69.14' (LT)
+06.00 -Y1B-
133
69.50' (RT)
+92.50 -L-
83.50' (RT)
+92.31 -L-
PL (LT)
+96.35 -L-
C
C
C C
C
C
C
CC
C
C
C
C
CC C
C
C
FF
F
F
F
F
F
C
C F
F
C
CC
C
C
C
C
C
C
C
C
C
F
F
C
C
C
C
BDO
0609
GRADE TO DRAIN
DI
0610
0626
06110620
0613
0612
0616
0617
0618
0606
0601
0604
0623
0607
0602
0621
0622
0627
0628
DI
DI
DI
DI
DI
0603 DI
0605
0625
0614
0615
0631
0624
0619
SEE DETAIL E
BERM DITCH
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
CB-E
CB-E
CB-F
CB-F
CB-F
CB-F
CB-G
CB-G
CB-G CB-G
CB-F
CB-F
CB-F
CB-G
CB-G
CB-G
W/ 11 SY OF GEO FAB
3 TONS CL B RIP RAP
W/ 16 SY OF GEO FAB
5 TONS CL B RIP RAP
OEP
0651
0608
REMOVE SYSTEM
REMOVE REMOVE REMOVE REMOVE
REMOVE
15"
15" 15" 15"
18"
15"
15" 15"
15"
0632
0633
0655
0654
0656
0657 0658 0659
0640
0630
0629
REMOVEREMOVE
REMOVE
1
5
"

15
"

1
5" 15"
18" RCP-III 18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
2
4
" RC
P-
III
18"
R
CP-III
2
4
"

R
C
P
-
I
I
I
18" RCP-III
18" RCP-III
18" RCP-III
18
"
RCP
-
I
I
I
18" RCP-III 18" RCP-III
18" RCP-III
18" RCP-III
SEE DETAIL H
SPECIAL CUT DITCH
0653
0652
0634
15"
15" 15"
0635
0636
15"
15"
15"
0637
0638
0639
OEP
REPLACE
REMOVE &
R
E
M
O
V
E
CB-F
0649
OEP
0670
OF GEO FAB
RIP RAP W/ 7 SY
2 TONS CL B
w/MH
JB
RCP-III 18"
RCP-III 18"
DRAINGRADE TO
DRAIN
GRADE TO
R
C
P
-
I
I
I
2
4
"
18" RCP-III
R
C
P
-
I
I
I
2
4
"
JB w/MH
0660
RC
P-
III
2
4
"
RCP-III
24"
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
RE
M
O
V
E
GRADE TO DRAIN
DETAIL H
DITCH SEE
SPECIAL CUT
SEE DETAIL A
LATERAL V DITCH
0641
CB-F
15" 0665
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
RE
MOVE
SYSTEM
REMOVE
REMOVE
18" - 2 ELBOWS
1
8
"
1 8 "
18"
ELBOWS
18" w/ 2-
DITCH - SEE DETAIL ISPECIAL BACK OF CURB CUT
2
0
+
00 -Y1B- POC Sta. 18+00.00
END CONSTRUCTION
60.00' (RT)
30.00' (RT)
+10.00 -Y1B-
46.62' (LT)
30.00' (LT)
+75.00 -Y1B-
146A
146B
TFO MARKERTFO MARKER
6 ", STL6 ", STL
6

"
,

C
A
S
T

IR
O
N
12 ", CAST IRON
6 ", CAST IRON6 ", CAST IRON
PLAYGROUND
UNKNOWN
END
LOCATION
POSSIBLE JB
DI
DI DI6"VC 6"VC
6
"
V
C
8
"
V
C
15" RCP
BST
BST
BST
BST
WD RR TIMBERS
W
D

R
R

T
IM
B
E
R
S
CONC63"
LT
CONC
(CHURCH)
1SBK7
2
"

C
O
N
C
4
8
"

C
O
N
C
6
"
V
C
DI
6
0
"

C
H
L
6
0
"

C
H
LCANOPYMTLLT
TIMBERS
WD RR8" BLK WALL
WD RR TIMBERS
LOCATION
POSSIBLE JB
6"VC
TREES
SCATTERED
W/LT
LT
WD RR TIMBERS
V
A
R
. B
S
T
C
O
N
C
54" WD
78" WD
W/BSMT
1SFBUS
TREES
SCATTERED
RAMP
60" WD
DK
W/ELECTRONIC BOARD
MTL/STONE SIGN
W/LT
GATE
60" CHL
60" CHL
6
0
" C
H
L
48" CHL
SPRING HEAD
POSSIBLE
(PUMP STATION)
2SBK
WOODS
WOODS
WOODS
WOODS
2
4
"

R
C
P
12" DI 12" D
I
INV=896.76'
INV=913.58'INV=906.29'
8' CONC HW
TOP CONC LID=913.20'
INLET FLOW=911.02'
OTCB
INV=900.57'
SPIGOT
W/LT
12" RCP
W/BSMT
1SBKD
42" CONC
G
GR
GR
V
A
R
. G
R
9
'

G
R
9
' GR
W/LT
40" CONC
W/BSMT
1SBKD
CONC
4
2
" W
D4
2
"
W
D
TREES
SCATTERED
TREES
SCATTERED
TREES
SCATTERED
TREES
SCATTERED
10
' C
O
N
C
CONC
W/BSMT
1SBKD
36" CONC
LOCATION
POSSIBLE JB
12" RCP
15
"

R
C
P
TOP CONC LID=925.78'
INLET FLOW=924.56'OTCB
INV=919.48'
1SBKD
W/LT
T
R
E
E
S
S
C
A
T
T
E
R
E
D
LT
15" RCP
S
WD
60" CONC
LT
LT
LT
BST
BST
BST
BLK WALL
VAR. HT
19
'

B
S
T
TREES
SCATTERED
48" CONC
W/BSMT
1SFD
DK
WD WALL
VAR. HT
WOODS
WOODS
10
'

C
O
N
C
CONC
1SBKD
BLK PAVERS
(TYP.)
MTL BOLLARDS
CONC
BST
V
A
R
. C
O
N
C
15"RCPLT
S
12"RCP
48" CHL
7
2
"

W
D
4
8
"

C
H
L
LT
GATE
48" CHL
CONC
1SBKD
CONC
30"
W/LT
48" CHL
4
8"
C
HL
FIREPLACE
STONE
15" RCP15" HDPE
POLE
FLAG
G
S
W/
BS
M
T
1
S
BKD
C
O
N
C
3
6
"
7
2
" WD
7
2"
W
D
C
O
N
C
C
O
N
C
W
E
LL
10'
CONC
9' BST
W/LT
W/BSMT1SFD
D
K
TANK
A/G OIL
4
2
"
C
O
N
C
G
9' BST
2SBKD DK36" CONC
R
AIL
2
4"
W
D
TANK
A/G OIL
W
/LT
W/BSMT
1SFD
T
R
E
E
S
S
C
A
T
T
E
R
E
D
C
A
N
O
P
Y
M
T
L
1S
B
KD
VAR. GR
BOLLARD
MTL
3
6
"

C
O
N
C
D
K
PAVERS
24" BLK
1SBKD
G
S
11' CONC
C
O
N
C
S
S
CANOPY
MTL
72" WD
WELL
4
2
"
C
O
N
C
2SFD
CONC
7
2"
W
D
W/LT
W/LT
72" WD
72" WD GATE
7
2
"

W
D
2SF&BKD
DK
CA
N
O
PY
W D
PAVERS
BK
SHELTER)
(PICNIC
CANOPY
WD
BK WALL
VAR. HT
BK WALL
VAR. HT
60" CHL
GATE
60" CHL
12
"
R
C
P
12
"

R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
5
"
R
C
P
POLE
FLAG
RA IL42" W D
TANK
A/G LP
8" V C
8" VC
8"
V
C
4
8
"
W
W
4
8
"
W
W
GATE
48" CHL
48" WW
S
LT
DK
RAMP
WD
PAD
CONC
V
A
R.
G
R
15" HDPE
15" C
MP
WD WALL
VAR. HT
BK WALL
VAR. HT
42" WD
WELL
WELL
LAMP
BK WALL
VAR. HT
LT
48"
BK
PAVERS
WELL
-BY- 152
-BY- 153
-BY- 154
24 " WD
V
A
R
. G
R
T
O
DE
A
D E
N
DTO OLD GREENSBORO RD.
BM3
US 158/ REIDSVILLE RD 28' BST
B
S
T
CONC
CONC
BST
H ILDA ST 17' B ST
GR
OVE
R

S
T

17
' B
S
T
BST
TFO MARKERTFO MARKER
6" STL 6" STL
12" CI
6
"

C
I
6" CI 6" CI
EIP
EIP EIP
EIP
EIP
RE
B
EIP
EIP
R
E
B
EIP
EIP
EIP
EIPEIP
REBEIPREB
REB
E
X
I
S
T
I
N
G

R
/
W
E
X
I
S
T
I
N
G

R
/
W
EXISTING R/W
EXISTING R/W
E
XISTIN
G R/
W
E
XISTIN
G R/
W
EXISTING R/W
EXISTING R/W
BST
TREES
SCATTERED
-BY- 154
-BY- 152
-BY- 153
-BL- 106
POSTS
MTL FENCE
48" CHL
DB 1819 PG 1968
PB 16 PG 60
BRUCE E WILLIAMS
N 39°30'04" E
95.00'
N

5
0
°
0
4
'
5
2
"

W
9
0
.
3
2
'
N

5
0
°
0
5
'
3
3
"

W
110
.
13
'
N 39°53'08" E174.27'
N 28°52'42" E
188.66'
N

5
0
°
0
4
'
5
2
"

W
4
4
.
6
8
'
N

5
0
°
0
4
'
5
2
"
W
19
6
.
8
6
'
S

3
5
°3
2
'5
2
" E
18
0
.0
0
'
S 11°18'52" E
200.39'
S 10 °18 '0 0 " E 18 9 .6 8 '
N 39°49'40" E 150.85'
N 75°01'52"
E
65.00'
N 75°01'52"
E
130.00'
N 75°01'52"
E
25.00'
N

5
0
°
0
6
'
5
2
"
W
12
0
.
3
1'
N

5
0
°
3
5
'
3
0
"

W
2
0
9
.
6
0
'
S

4
9
°
13
'
5
6
"

E
2
4
8
.
12
'
N 40°48'08" E
63.45'
S 40°48'08" W
423.87'
S 87°34'58" E
494.33'
N 39°54'24" E
117.94'
S

4
5
°0
9
'
3
8
"
E
4
12
.
6
8
'
N

4
4
°5
2
'
0
0
"
W
4
13
.
0
6
'
N

3
9
°3
8
'0
8
" W
3
6
6
.8
5
'
S 40°04'40" W
50.00'
N

3
9
°3
8
'2
0
" W
5
0
.0
0
'
S

3
9
°4
3
'17
" E
4
9
.9
9
'
N

3
9
°3
8
'2
0
" W
2
7
8
.7
3
'
N 39°24'49" E
286.72'
N

5
0
°
2
6
'
2
9
"

W
3
2
3
.
18
'
S

5
0
°
3
0
'
0
0
"

E
10
4
.
9
0
'N 00°08'00" E
170.77'
N

5
0
°
3
5
'
3
4
"

W
113
.
5
0
'
N

5
0
°
3
5
'
3
4
"

W
2
0
0
.
0
0
'
0.50'
N 87°34'58"
W
345.94'
PB 7 PG 158
DB 1660 PG 2931
WINSTON-SALEM INC
EDGEWOOD BAPTIST CHURCH OF
THE NEIGHBORHOOD VET
HOSPITAL PC
DB 3241 PG 4259
DB 2747 PG 569
DB 3371 PG 3799
MAYAN M ANTHONY-WYKE
ADRIEN E WYKE
DB 2055 PG 3113
ANN W VANHOY
DB 684 PG 506
WHICKER
ELIZABETH P
DB 3442 PG 1808
PB 7 PG 156
DB 361 PG 287
CREWS METHODIST CHURCH
XIRONG ZHANG
DB 3249 PG 133
PB 16 PG 60
PB 16 PG 60
DB 1417 PG 468
MARION R CHARLES
BRENDA V CHARLESERIC R HAUBERT
DB 2526 PG 4068
PB 16 PG 60
CHRISTOPHER E DAVIS
DB 2923 PG 2109
PB 16 PG 60
CARLTON E MCDONALD
DONNA P MCDONALD
DB 2924 PG 2517
PB 16 PG 60
SOUPHAB DAOHEANG
DB 2241 PG 835
PB 16 PG 60
THOMAS F HOVORKA
THOMAS C HOVORKA
DB 3091 PG 1172
PB 16 PG 60
DB 1806 PG 3141
ROBERT W MEEKS
PB 16 PG 60
ANA MERINO
ESTEBAN MERINO
DB 3366 PG 1414
PB 16 PG 60
CONNOR
JAME E
CONNOR
GEORGIA
PG 1190
DB 1200
CITY OF
WINSTON SALEM
DB 1125 PG 1514
WHICKER BROTHERS FAMILY
LIMITED PARTNERSHIP
W
H
IC
K
E
R
E
L
IZ
A
B
E
T
H

P
KIMBRA ANN COBY-HUTSON
RAISED GRASS MEDIAN
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.02
.02
.02
.03
.04
.04
.03
.02
.01
.00
.01
EXIST.
TYP
.
16
'
+56.24
T
Y
P
.
1
6
'
+19.88
.
0
2
.
0
2
.
0
2
.
0
2
M
E
D
2
3
'
4'
8
:
1
12
'
12
'
12
'
-L- STA 32+00.00
END RETAINING WALL 1
DO NOT DISTURB
RETAINING WALL 1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7
/
7
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
7
.
d
g
n
d
e
f
a
u
l
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 7
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
1
+
0
0

S
E
E

S
H
E
E
T

6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

4
4
+
0
0

S
E
E

S
H
E
E
T

8
FOR -Y3- PROFILE SEE SHT. 43
FOR -L- PROFILE SEE SHT. 32 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTEDSEE SHEET 2B-2
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

N
A
M
E

C
H
A
N
G
E
D

O
N

P
A
R
C
E
L

16
4
. H
A
T
.
-Y3- POT Sta. 13+17.86
PI Sta 12+33.01
D
L = 130.57'
T = 66.10'
R = 340.00'
-Y3-
35+00 40+00
-L-
-
Y
3
-
-L- POT Sta. 33+55.00
-Y3- POT Sta. 10+00.00=
-Y3- PT Sta. 12+97.48
END CONSTRUCTION
DS= 30 MPH
SE= 0.04
ELEV=888.50'
-L- STA. 36+73.37 OFF 300.02' RT
N 864683 E 1650366
BM # 3
CAT-1
GREU TYPE TL-3
RAISED GRASS MEDIAN
-Y3- PC Sta. 11+66.91
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
AT-1
52.50' (LT)
+00.00 -L-
125.00' (LT)
52.50' (LT)
+60.00 -L-
125.00' (LT)
52.50' (LT)
+90.00 -L-
80.00' (LT)
60.00' (LT)
+50.00 -L-
63.00 (RT)
+53.00 -L-
70.00' (RT)
+00.00 -L-
85.00' (RT)
+00.00 -L-
85.00' (RT)
+00.00 -L-
70.00' (RT)
+00.00 -L-
30.00' (LT)
+00.00 -Y3-
30.00' (RT)
+94.58 -Y3-
56.50' (RT)
+78.20 -L-
19
20
21
22
24
23
157
158
159
160
161
162 163
164
165
53.00' (RT)
+00.00 -Y3-
85.00' (RT)
+00.00 L-
69.00' (LT)
+35.00 -L-
95.00' (LT)
+17.00 -L-
89.00' (LT)
+50.00 -L-
80.00' (LT)
52.50' (LT)
+10.00 -L-
80.00' (LT)
+10.00 -L-
65.00' (LT)
+00.00 -L-
40.00' (RT)
EX. R/W
+00.00 -Y3-
80.00' (RT)
+50.00 -L-
125.00' (LT)
+17.00 -L-
85.00' (RT)
+61.00 L-
74.41' (LT)
66.32' (LT)
52.50' (LT)
+97.00 -L-
17
80.00' (LT)
52.50' (LT)
+84.00 -L-
52.50' (RT)
+22.15 -L-
156
40.00' (LT)
30.00' (LT)
+15.00 -Y3-
40.00' (LT)
30.00' (LT)
+25.00 -Y3-
56.50' (RT)
+60.00 -L-
83.00' (RT)
+00.00 -L-30.00' (LT)
+95.00 -Y3-
90.00' (LT)
74.40' (LT)
52.50' (LT)
+17.00 -L-
18
74.10' (RT)
53.09' (RT)
30.00' (RT)
+38.90 -Y3-
98.00' (RT)
+77.00 -L-
90.00' (LT)
67.19' (LT)
+30.00 -L-
90.00' (LT)
69.10' (LT)
+10.00 -L-
105.00' (LT)
70.64' (LT)
+14.00 -L-
105.00' (LT)
65.00' (LT)
+45.00 -L-
85.00' (LT)
60.00' (LT)
+00.00 -L-
85.00' (LT)
+30.00 -L-
140.00' (LT)
+65.00 -L-140.00' (LT)
+00.00 -L-
65.50' (lt)
60.50' (LT)
+00.00 -L-
78.00' (LT)
67.00' (LT)
+86.00 -L-
52.50' (LT)
+22.00 -L-
78.00' (LT)
+98.00 -L-
70.00' (LT)
+80.00 -L-
84.50' (RT)
+55.00 -L-
86' (RT)
+04.96
96.00' (RT)
+15.00 -L-
102.00' (RT)
+31.50 -L-
93.00' (RT)
+47.00 -L-
102.50' (RT)
93.00' (RT)
+25.50 -L-
102.50' (RT)
93.00' (RT)
+36.00 -L-
88' (RT)
+50 -L-80' (RT)
+13.55-L-
54.98' (LT)
+94.55 -Y3-
95.00' (LT)
+00.00 -L-
30' (LT)
+00.00 -Y3-
C
F
FC
C F F
C
CC
C
C
F
F
F F
CC
C C
C C C
C C
F F
F F
F F
F F
F
FF
C
C
C
C
C
C
C
C
C
C
C FS
15"
15" 15"
18" RCP-III
CB
BDO
SEE DETAIL E
BERM DITCH
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
0720
0728 0717
0727
0726 0713
0709
0714
0707
07310729
0730
07030702
0712
071607150706
0705
0701
0735
0718
CB-E CB-E
0737
CB-E
CB-G
CB-F CB-F
CB-F CB-F
CB-G
CB-F
CB-F
0736
CB-G CB-G CB-G
REMOVE REMOVE
REMOVE SYSTEM
18"
REMOVE REMOVE
REMOVE SYSTEM
REMOVE
15
"

0738
0739 0740 0741
0742 2GI-NSS 2GI-NSS 2GI-NSS
REMOVE
SEE DETAIL K
W/ CLASS B RIPRAP
TOE PROTECTION
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18
"

RC
P-
III
24" RCP-III
18" RCP-III
18" RCP-III 18" RCP-III 18" RCP-III
15" RCP-III
2GI-NSS2GI-NSS
HW
0745
CB-G
0733
CB-F 24" RCP-III
0748
15" RCP-III
DI
REMOVE
SEE DETAIL F
W/ CL B RIPRAP
BERM DITCH
SEE DETAIL H
(BOTH SIDES)
SPECIAL CUT DITCH
RCP-III
18"
0708
CB-F
BERM DITCH SEE DETAIL E
SEE DETAIL B
BASE DITCH
LATERAL 4'
R
C
P
-
III
3
6
"
REMOVE
24" RCP-III
RCP-III
15"
SP. DET. JB
0750
0751
1
5
"

1
5
"

1
5
"
0752
REMOVE
36" RCP-III
SEE DETAIL E
BERM DITCH
18"
3
6
"
15"
18"
2

E
L
B
O
W
S
3
6
"
15"
15" RCP-III
24" RCP-III
30" RCP-III30" RCP-III
W/BK COLUMNS60" MTL
30" C&G
W/LT
P
V
C
B
O
L
L
A
R
D
S
SWD
60" MTL W/BK COLUMNS
SBK
1SBKD
1SBKD
1SBKD
1SBKD
48" CONC
CONC60"
CONC48"
CONC48"
30" C&G
30" C&G
30"C&G
W/LT
60" MTL W/BK COLUMNS
SHRUBS
SHRUBS
SHRUBS
SHRUBS
W/BSMT
1SFD
TANK
A/G OIL
1SBKD
W/BSMT
1SBKD
CONC
24" CONC
STEPS
CONC
BLK WALL
VAR. HT
48" CONC
8
'

G
R
GATE
MTL
CANOPY
MTL
POST
WD
LT
S
4
8
"
C
H
L
4
8
"

C
H
L
4
8
"
C
H
L
4
8
"

C
H
L
CONC
6
"

C
O
N
C

C
U
R
B
6
"
C
O
N
C

C
U
R
B
W/LT
S
MTL
C
O
N
C
S
C
O
N
C
C
O
N
C
CONC
1SBKBUS
C
O
N
C
6
"

C
O
N
C

C
U
R
B
LT
LT
V
A
R
.

H
T

B
L
K

W
A
L
L
6" CONC CURB
BOLLARDS
MTL BSTBST
POST
MTL
W/LT
S
DK
PAVERS
STONE
1 •SBLKD
STEPS
BLK
VAR. GR
W/LT
W/LT
W/LT
1 •SBLKDSTEPS
BLK
CONC
19' GR
48" CHL
48" CHL
W/LT
12"
R
C
P
1SBKD
8' GR
VAR. CONC12"RCP
CONC H
W
CONC H
WCOLU
MN
BK
COLU
MN
BK
CONC
W/LT
T
R
E
E
S
S
C
A
T
T
E
R
E
D
TREES
SCATTERED
TREESSCATTERED
W/BSMT
1SBKD
42" CONC
L
A
M
P
CONC
3
6
"

C
H
L
3
6
"

C
H
L
36" CHL
G CONC
STONE WALL
VAR. HT
S
V
A
R
. C
O
N
C
WELL
7
2
"

V
IN
Y
L
12" RCP
UNKNOWN
END
BST
LT
LT
LT
BFP
S
BK
DI
DI
DI
DI
DI
DI
15" RCP 8" R
CP
8
"

R
C
P
8
"

R
C
P
8
"

R
C
P
8
"

R
C
P
60" CONC
6
0
"

C
O
N
C
60" CONC
4
8
"

C
O
N
C
48" CONC
(CHURCH)
1-2SBK
LIGHTS
FLOOD
CONC
BST
BLK WALL
VAR. HT
3
6
"

W
W 3
6
"W
W
GATE
MTL
G
C
O
N
C
TREES
SCATTERED
T
R
E
E
S
S
C
A
T
T
E
R
E
D
LAMP
BST
V
A
R
. B
S
T42" CONC
W/BSMT
1SBKD
T
R
E
E
S
S
C
A
T
T
E
R
E
D
T
R
E
E
S
S
C
A
T
T
E
R
E
D
W/LT
POSTS
WD
2SBKD
CONC
TANK
A/G OIL
3
6
"
C
O
N
C
LT
(BK)
S
G
CONC
V
A
R
. C
O
N
C
42" CONC
W/LT W/LT
W/LT
TREES
SCATTERED
10
'

B
S
T
BST
1SBKD
DK
S
U/WD CANOPYSHED
36" WD
LT
V
A
R
.

B
S
TCONCLAMP
W/BSMT
1SBKD
W/LT
TANK
A/G OIL
42" WW W/2SBW
TREES
SCATTERED
TREES
SCATTERED
42" WW W/2SBW
4
2
"

W
W

W
/
2
S
B
W
42" WW W/2SBW
GATE48" CHL
4
8"
CH
L
HSE
W
ELL
60"
C
O
N
CCONC48" CONC
WALL15" BK
MARKERHEADSTONE
S
S
60" CHL
C
O
N
C
S60" CHL
GATE60" CHL
1SBKD
GATE48" CHL 72"WD
60"CHL
GATE60"CHL
CANOPYWD
W/LT
W ALL12" BK
W/BS
MT
1SBKD
C
O
N
C
48" CONC
60"CHL 60" CHL
12" RCP
12" RCP
12" RCP
22' BST
BST
GATE60" CHL
GR
GATE60" CHL
LT VAR. CONC 20' CONC
S 48" CHL
W/BS
MT
1SBKD
FLAG POLE
TREES
SCATTERED
STEPSCONC
TREES
SCATTERED
GATE48" CHL
U
/
M
T
L

C
A
N
O
P
Y
4

G
A
S

P
U
M
P
S
2
-
IS
L
'
S
12
'

C
O
N
C
48"
BK
PAVERS
WELL
WELL
WELL
SAT
WELL
RAIL
42" WD
4
2
"

W
D

R
A
I
L
-BL- 107
-BY- 158
-BY- 155
-BL- 108
6
0
"

C
H
L
48" CHL
8
4
"

W
W
8
4
"

W
W
RAMP
42" WD
PAVERS
BK
C
O
L
U
M
N
B
K
B
K
W
A
L
L
V
A
R.
H
T
7
2
"

W
D
7
2
"

W
D
LT
GATE
72" CHL
S
SPIGOT
4
2
"

W
W

W
/
2
S
B
W
18
"

R
C
P
W
/
F
E
S
2
4
"
R
C
P
W/
F
E
S
5' BK HW
2
4
"

R
C
P
OTCB
30" RCP
CB
3
0
"
R
C
P
OTCB
CB
18" RCP
W/FES
UNKNOWNEND
WELL
8" VC
8
"
V
C
8" VC
8
"
V
C
3
6
"
R
C
P
8
"
V
C
LAMP48" CONC
12" RCP
12" RCP
V
AR. GR
GR
PATIO
BK
15" RCP
WELL48" CHL 48" CHL
WELL
CONC
C
O
N
C
C
O
N
C
V
A
R
.

H
T

B
K

W
A
L
L
GATE
48" CHL
C
O
N
C
PATIO
BK
S
PAVERS
36" BK
C
O
N
C
10
'

G
R
LT
(TYP.)
TANK CAPS
DI
10" RCP
15"CMP
12" RCP
UNKNOWN
END
V
E
N
T

P
IP
E
S
TO DONNA AVE.
T
O
S
T
I
L
L
M
E
R
E
C
T.
GLASMERE CT.
GLASMERE CT.
WELL
BST
GRASS
GAITHER RD 20' BST
TAMRA LN 18' BST
MONOLITHIC CONC ISLAND
BST
GAITHER RD 18' BST
S
TI
L
L
M
E
R
E
D
R
2
4'
B
S
T
3
0
"
C
&
G
3
0
"
C
&
G
3
0
"
C
&
G
CONC CURB
C
O
N
C

C
U
R
B
T
T
BFP
TEST STATION
E
O
I
6" STL
6" STL
2" PL
4" PL
12" CI
6" DI
16" DI 12" CI
8
"
C
I
1
6
"
D
I8" CI
6" CI
16" DI
6
"
DI
PB 40 PG 4310' PUB UTIL ESMT
PB 40 PG 4310' PUB UTIL ESMT
PB 40 PG 4310' PUB UTIL ESMT
PB 40 PG 4310' PUB UTIL ESMT
P
B
4
0
P
G
4
3
1
0'
P
U
B
U
T
I
L
E
S
M
T
PB 40 PG 43ACCESS ESMT10' FENCE & NEG
PB 40 PG 43ACCESS ESMT10' FENCE & NEG
PB 40 PG 43
10' FENCE & NEG ACCESS ESMT
P
B

4
0

P
G

4
3
10
'

F
E
N
C
E

E
S
M
T
P
B
4
0
P
G
4
3
2
0'
S
A
N
S
E
W
E
R
PB 40 PG 43PUB UTIL ESMT
26' PRV ACCESS ESMT &
P
B
4
0
P
G
4
3
P
U
B
U
T
I
L
E
S
M
T
2
6'
P
R
V
A
C
C
E
S
S
E
S
M
T
&
PB 40 PG 43PUB UTIL ESMT
26' PRV ACCESS ESMT &
P
B
4
0

P
G
4
3
1
0'
D
R
A
I
N
E
S
M
T
P
B
4
0

P
G
4
3
2
0'
S
A
N
S
E
W
E
R
P
B
3
4
P
G
1
0
(
A
P
P
R
O
X/
S
C
A
L
E
D)
2
0'
S
A
N
S
E
W
E
R
MON "WHICKER"
REB
EIP
REB
EIP
EIP
EIP
EIP
EIP
EIP
MON EIP REB
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIPEIPEXISTING R/W
EXISTING R/W
EXISTING R/
W
EXISTING R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/
W
EXISTING R/
W
EXISTING R/W
EXISTING R/W
60.00'
6
0
.
0
0
'
CONC
CONC
CONC
CONC
48" CONC
C
O
N
C
CONC
1SBKD
1SBKD
-BL- 107
-BY- 155
-BY- 158
-BY- 156
-BL- 108
CONTROLS
GATE S
BK
CONTROLS
GATEGATE
MTL
T
T
BFP
TEST STATION
6 ", STL
2 ", PLASTIC
4 ", PLASTIC
6 ", STL
12 ", CAST IRON
8 ", CAST IRON
8 ", CAST IRON
16 ", DUCTILE IRON
1
6

",
D
U
C
T
I
L
E
I
R
O
N
6 ", CAST IRON
16 ", DUCTILE IRON
12 ", CAST IRON
8

",
C
A
S
T
I
R
O
N
6
",
D
U
C
T
I
L
E
I
R
O
N
6 ", DUCTILE IRON
E
O
I
DB 1966 PG 598 PB 40 PG 43
DB 3088 PG 171
PB 40 PG 43
DB 1974 PG 512
PB 35 PG 142
DB 2996 PG 68
PB 9 PG 190
DB 1476 PG 948
PB 9 PG 190
SILVER CHALICE VILLAGE INC
ELLEN P MITCHELL
HECTOR MITCHELL
DAVID N BUERCKHOLTZ
CHARLES T BAUGUESS
SANDRA BAUGUESS
N 09°58'28" W
N

5
9
°
0
1'
12
"

W
7
8
.
2
4
'
S

5
9
°
0
4
'
5
3
"

E
7
8
.
0
0
'
S 35°31'07" W
90.00'
S 35°31'07" W
63.00'
S 35°31'07" W
37.00'S 35°31'07" W
108.00'
S 88°45'07"
W
22.00'
S 88°44'04"
W 111.15'
N 01°18'12" W189.91'
N
6
9°
3
7'
0
7"
E
2
6
4.
2
5'S 01°14'53" E200.00'
N 88°45'07" E
99.00'
N 88°45'07" E
100.00'
N 88°45'07" E
S

5
0
°
0
8
'
3
9
"

E
3
6
.
5
2
'
S 39°56'01" W
84.59'
S 40°08'49" W
165.95'
S 40°04'30"
W
33.50'
S 39°56'01" W
100.00'
S
7
1°
4
8'
0
7
"
E
S
7
1°
4
8'
4
9
"
E
6
6.
0
3'
S 18°11'49" W
94.59'
S 18°11'49" W
94.59'
N
6
5
°
3
7'
4
2
"
W
9
3
.
9
6'
N
6
5
°
3
7'
5
8
"
W
9
3
.
6
5'
N
6
5
°
4
6'
2
8
"
W
9
3
.
3
3'
S

6
5
°
4
6'
2
8
"
E
9
3
.
0
0'
N
6
5
°
4
6'
2
9
"
W
9
2
.
6
8'
S

6
5
°
3
7'
4
6
"
E
9
2
.
3
8'
N 2
3
°0
1'3
8
" W
8
8
.4
4
'
48.19'
N 24°13'30" E
113.16'
S
7
1°0
9'4
2"
W
12
0.4
4'
N
6
5
°
4
6'
2
8
"
W
7
8
.
0
0'
N
6
5
°
4
6'
3
1
"
W
9
4
.
0
0'
N
7
1°
4
8'
0
7
"
W
1
1
0.
7
1'
S 24°13'30" W
347.40'
N 24°13'30" E
329.23'
S 24°13'30" W
28.00'
N 24°13'30" E
28.00'
N
6
5
°
4
4'
3
0
"
W
6
0
.
0
0'
N 24°13'30" E
59.41'
S
7
1°
4
7'
1
6
"
E
1
4
9.
8
5'
N
6
5
°
4
6'
3
1
"
W
9
4
.
0
0'
N
6
5
°
4
6'
3
1
"
W
9
4
.
0
0'
N 24°13'30" E
65.00'
N 24°13'30" E
65.00'
N 24°13'30" E
64.19'
N 24°13'30" E
110.24'
N

5
0
°
2
8
'
15
"

W
7
1.
19
'
N 38°53'18" E
177.01'
S

5
0
°
2
8
'
15
"

E
113
.
2
7
'
N

4
9
°
3
6
'
4
2
"

W
19
5
.
8
0
'
S

3
7
°5
7
'15
" E
9
0
.3
2
'
N
6
8°
1
6'
0
3"
E
2
5
9.
2
8'
S 89°34'18"
W
138.60'
N

4
9
°
5
6
'
0
4
"

W
2
9
9
.
3
5
'
S

4
9
°
5
6
'
0
9
"

E
4
0
5
.
0
1'
N 40°11'41" E
160.46'
N

5
0
°
0
2
'
4
4
"

W
4
0
7
.
4
2
'
N

5
0
°
0
2
'
4
4
"

W
19
0
.
2
1'
N
7
1°
4
8'
0
7
"
W
7
0.
0
0'
S 01°27'31" E
170.43'
0.41'
N

5
9
°
0
1'
12
"

W
2
2
2
.
0
9
'
N

5
2
°
3
6
'
5
2
"

W
2
13
.
2
2
'
N

4
9
°
4
8
'
2
9
"

W
2
0
5
.
4
6
'
0.67'
N

4
9
°
5
6
'
3
3
"

W
2
4
1.
4
7
'
N

5
0
°
0
7
'
12
"

W
2
4
2
.
3
1'
N

5
0
°
0
3
'
3
8
"

W
2
4
2
.
4
2
'
PB 7 PG 156
DB 361 PG 287
CREWS METHODIST CHURCH
GLADYS G VANHOY
DB 816 PG 44
PB 19 PG 121
GLADYS G VANHOY
DB 816 PG 44
PB 19 PG 121
PB 19 PG 121
DB 2359 PG 497
DANA R LANIER
RAYMOND M LANIER
PB 19 PG 121
DB 3148 PG 1555
MARK S SPILLANE
JENNIFER M TODD
DB 3188 PG 3267
PB 19 PG 121
RAYMOND K LAWSON
DB 1756 PG 502
PB 19 PG 121
ARSDALE C VAN
DB 3186 PG 523
PB 19 PG 121
MARIE L MILLS-ANNETTE
OTIS B MILLS
DB 3151 PG 1358
NICHOLIS TRIVETTE
TIFFANY TRIVETTE
DB 3330 PG 2830
HNR HOLDING LLC
DB 3360 PG 4202
PB 13 PG 54
DB 3299 PG 3872
ANA R ESCOBAR-SERRANO
PB 13 PG 54
JOSE N GONZALEZ-CHAVEZ
PB 13 PG 54
TURNER
DORIS K
PG 1782
DB 2606
DB 3088 PG 165
PB 7 PG 109
VERITAS GROUP INC
DB 3099 PG 800
PB 7 PG 109
DONATHAN
SHELBY J
SHELBY J DONATHAN
DB 3101 PG 4280
PB 40 PG 43
PB 40 PG 43
DB 2868 PG 2660
KAREN D BROWN
PB 40 PG 43
DB 3349 PG 3418
CREDIT UNION
ALLEGACY FEDERAL
PB 40 PG 43
DB 2524 PG 1144
KAREN E HANSLEY
DANIEL W DONATHAN
DB 3088 PG 171
PB 40 PG 43
DB 3631 PG 2172
SHERMAN ROBINSON
LINDA ROBINSON
PB 40 PG 43
SHELBY J DONATHAN
DB 3088 PG 163
PB 40 PG 43
DB 2493 PG 3557
DONATHAN
SHELBY J
DB 3088 PG 163
PB 40 PG 43
DONATHAN
DANIEL W
DONATHAN
SHELBY J
DB 3088 PG 163
PB 40 PG 43
DB 3088 PG 171
PB 40 PG 43
DONATHAN
DANIEL W DONATHAN
SHELBY J
DB 3088 PG 163
PB 40 PG 43
DB 3088 PG 171
PB 40 PG 43
DONATHAN
DANIEL W
DONATHAN
SHELBY J
DB 3088 PG 163
PB 40 PG 43
DB 3088 PG 171
PB 40 PG 43
DONATHAN
DANIEL W
DB 3088 PG 171
PB 40 PG 43
DONATHAN
DANIEL W
RAYMOND M LANIER
DANA R LANIER
DB 2213 PG 1290
PB 19 PG 121
TERESA T MULLINS
DB 2119 PG 3614
PB 19 PG 121
PB 13 PG 54
D
E
B
O
R
A
H

A

M
O
R
G
A
N
D
B

2
9
3
3

P
G

8
9
0
P
B

13

P
G

5
4
D
B

6
8
4

P
G

5
0
6
W
H
IC
K
E
R
E
L
IZ
A
B
E
T
H

P
N 52°41'05" W
52.38'
N 51°48'16" W
93.74'
& MARGARITA SANCHEZ BARRIOS
NEMESIO TAPIA OCHOA,
ISABEL DIEGO SANCHEZ,
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEE
E
E
E
E
E E E E E E E E E E E E E E E E
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.01
.02
.03
.04
.03
.02
.01
.04.03T
YP.16'
+16.80
T
Y
P
.
1
6
'
+04.30
.
0
2
.
0
2
.
0
2
.
0
2
12
'
150' TAPER
+
8
0
.0
0
17.5'17.5'
10'10'
28'28'36'
24'
36'
2
3
'
2
3
'
EXIST..012.01.00.01.02
8
:
1
4'
8
:
1
4'
R2
0'
R
2
0
'6
0'
27'
35'
+22.51
11.5'
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
3
/
3
0
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
8
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 8
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

4
4
+
0
0

S
E
E

S
H
E
E
T

7
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

5
7
+
0
0

S
E
E

S
H
E
E
T

9
ADT 2040
ADT 2017
-L- US 158
TRAFFIC DIAGRAM
23,100
17,500
27,900
23,600
-Y4- GAITHER RD.
500
400
250
200
250
200
FOR -Y4- PROFILE SEE SHT. 44
FOR -L- PROFILE SEE SHTS. 32-33
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-2
FOR INTERSECTION DETAILS,
C
O
M
B
I
N
E
D

P
A
R
C
E
L
S

16
6

&

16
7

T
O

B
E
C
O
M
E

P
A
R
C
E
L

16
6
. C
O
M
B
I
N
E
D

P
A
R
C
E
L
S

16
8

&

16
9

T
O

B
E
C
O
M
E

P
A
R
C
E
L

16
8
. H
A
T
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

R
E
V
I
S
E
D

P
U
E

O
N

P
A
R
C
E
L
S

3
4
A
, 3
5
, 3
5
A
, 3
6
, 17
3
, 17
5

&

17
6
. R
E
V
I
S
E
D

T
C
E

O
N

P
A
R
C
E
L

3
6
. A
D
D
E
D

P
D
E

&

T
C
E

O
N

P
A
R
C
E
L

17
3
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

2
8

O
WN
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

3
-
2
9
-
2
0
2
2

-

P
A
R
C
E
L

17
3

A
D
D
E
D

D
O

N
O
T

D
I
S
T
U
R
B

O
N

L
I
G
H
T

P
O
L
E
. J
R
G
O
.
-L- PC Sta. 48+79.89
-L- PT Sta. 51+15.63
PI Sta 49+97.76
D
L = 235.74'
T = 117.87'
R = 20,000.00'
-L-
45+00 50+00
55+00
-Y4- PC Sta. 10+57.77
-Y4- PT Sta. 13+43.15
15+00
-L- POT Sta. 52+89.21
-Y4- POT Sta. 10+00.00=
-Y4- POT Sta. 14+00.00
END CONSTRUCTION
-L-
-
Y
4
-
PI Sta 12+06.84
D
L = 285.39'
T = 149.07'
R = 400.00'
-Y4-
SE= NC SE= 0.04
DS= 50 MPH DS= 30 MPH
TES
TES
-Y4- POT Sta. 15+50.00
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
85.00' (RT)
+38.89 -L-
90.00' (LT)
62.50' (LT)
+50.00 -L-
BEGIN C/A
52.50' (LT)
+15.63 -L-
52.50' (LT)
+86.00 -L-
180.00' (LT)
+60.00 -L-
116.44' (LT)
+30.00 -L-
40.00' (LT)
+09.19 -Y4-
40.00' (LT)
27.52' (LT)
+00.00 -Y4-
47.35' (RT)
+41.84 -Y4-
25
26
27
28
29
30
166
168
168
170
171
172
173
174
175
31
32
33
34
36
165
176
70.00' (RT)
+95.00 L-
67.00' (LT)
62.00' (LT)
+60.00 -L-
67.00' (LT)
62.00' (LT)
+05.00 -L-
62.00' (LT)
+60.00 -L-
69.00' (LT)
+70.00 -L-
62.00' (LT)
+55.00 -L-
80.00' (LT)
+90.00 -L-
78.00' (LT)
+45.00 -L-
67.00' (LT)
+00.00 -L-
40.00' (RT)
32.48' (RT)
+00.00 -Y4-
PUE
166
34A
62.50' (LT)
52.50' (LT)
+45.00 -L-
62.50' (LT)
52.50' (LT)
+55.00 -L-
65.00' (RT)
+79.89 -L-
52.50' (LT)
+79.89 -L-
24
65.00' (RT)
+28.50 -L-
52.50' (RT)
+95.00 -L-
80.51' (LT)
62.00' (LT)
52.50' (LT)
+01.00 -L-
80.22' (LT)
62.00' (LT)
52.50' (LT)
+91.00 -L-
103.34' (LT)
+80.00 -L-
126.56' (LT)
+21.00 -L-
90.00' (RT)
+00.00 -L-
52.50' (LT)
+21.50 -L-
90.75' (LT)
+08.00 -L-
26.94' (LT)
+27.75 -Y4-
35
168.00' (LT)
153.94' (LT)
+73.00 -L-
168.00' (LT)
150.53' (LT)
+60.00 -L-
70.00'(RT)
52.50' (RT)
+45.00 -L-
70.00'(RT)
52.50' (RT)
+55.00 -L-
35A
35B
50.00' (RT)
+00.00 -Y4-
65.00' (RT)
+15.63 -L-
175.00' (LT)
128.10 (LT)
90.23' (LT)
+30.00 -L-
124.72' (LT)
+74.42 -L-
90.00' (LT)
74.40' (LT)
52.50' (LT)
+17.00 -L-
END C/A
56.40' (LT)
+77.00 -L-
80.00' (LT)
62.00' (LT)
+85.00 -L-
80.00' (LT)
62.00' (LT)
+15.00 -L-
65.00' (LT)
52.50' (LT)
+88.00 -L-
102.50' (RT)
93.00' (RT)
+36.00 -L-
83.00' (RT)
+00.00 -L-
112.00' (RT)
100.00' (RT)
+10.00 -L-
112.00' (RT)
100.00' (RT)
+22.00 -L-
112.00' (RT)
100.00' (RT)
+95.00 -L-
112.00' (RT)
100.00' (RT)
+10.00 -L-
110.00' (RT)
+60.22 -L-
99.00' (RT)
+70.00 -L-
120.00' (LT)
+00.00 -L-
88.65' (LT)
52.50' (LT)
+56.00 -L-
65.50' (LT)
62.00' (LT)
52.50' (LT)
+27.00 -L-
65.50' (LT)
62.00' (LT)
52.50' (LT)
+41.00 -L-37
PL (RT)
+21.84 -L-
81.00' (RT)
+59.00 -L-92.00' (RT)
81.36' (RT)
+50.00 -L-
92.00' (RT)
81.40' (RT)
+61.00 -L-
65.00' (LT)
+17.09 -L-
138.00' (LT)
129.03' (LT)
+78.00 -L-
DUE
70.00'
52.50'
+02.00
60.00'
52.50'
+58.00
60.00'
52.50'
+43.00
65.00'
+43.00
65.00'
+97.87
PDE
138.00' (LT)
128.15' (LT)
+62.00 -L-
52.50'
+98.06
F
CC
F C
C F
F
F F
F
C
C
F
C
F
C
F
C
C
C
F
F
C
C
F F
C
FFFFF
F
F C
CC
F F
CC
FC
C
C
C
C
F
F
F
F C
SEE DETAIL A
LATERAL 'V' DITCH
0801
0802
15"
GRADE TO DRAIN
DI
DI
DI
DI
DI
DI
0815
0814
0842
0810
0808
0807
0804
0806
0812
0809
0821
0811
0818
0820
0819
0813
0838
0844
0839 0816
EX0802
CB-F
SEE DETAIL A
LATERAL 'V' DITCH
CB-E
CB-F
CB-F
CB-F
CB-G CB-G
CB-F
CB-F
CB-G
CB-G
CB-F
CB-G
OEP
0843
0841
REMOVE
REMOVE SYSTEM
REMOVE SYSTEM
0846
0852
0840
AND 15" PIPE
REMOVE DI
THE PROPOSED DRAINAGE SYSTEM
EXISTING CHURCH SYSTEM TO
ADJUSTED IN ORDER TO TIE
CB (0845) WILL BE FIELD
18" RCP-III 18" RCP-III
18" RCP-III 18" RCP-III
18" RCP-III
18" RCP-III 18" RCP-III 18" RCP-III
18" RCP-III 18" RCP-III
18" RCP-III
3
6
"

R
C
P
-
I
I
I
0845 CB-G
2GI-NSS
2GI-NSS
2GI-NSS
2GI-NSS
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL R
STANDARD BASE DITCH
0853
0854
OEP
36" RCP-III
0860
0861
0862
DI DI
DI
15" RCP-III
REMOVE
15"0863
RCP-III
18"
CB-G
RCP-III
15"
3
0
"
R
C
P
-
I
I
I
RCP-III
24"
24" RCP-III
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
15"
REMOVE
3
6
"

R
C
P
-
I
I
I
OTCB
REPLACE
REMOVE &
0864
18"
24"
18"
1
8
"
18"2 ELBOWS
15"
18"
15" RCP-III
15" RCP-III
TO DRAIN
GRADE
PLAYGROUND
15" RCP
V
A
R.
C
O
N
C
V
A
R.
C
O
N
C
C
O
N
C
4
8
"
48" CONC
4
8
"
C
H
L
DK
DK
POOLA/G
1SFD
4
8
"
C
H
L
4
8
"
C
H
L
48" CHL
GATEMTL
TANKA/G LP
V
A
R
.
C
O
N
C
15" RCP
S
W/LT
DK1SFD
4
8
"
C
O
N
C
48" VINYL
LT
1SFD
VAR. CONC
SBKS
BK
10' CONC
CONC
4
8
"
C
O
N
C
1 •SFD
W/LT
W/LT
W/BK COLUMNS60" MTL
1SFD
48 " C
O
N
C VAR. CONC
LT
36" CONC
DK
DK
BK WALL
VAR. HT
POOL
CONC
CONCTANK
A/G OIL
G
V
A
R
. G
R
C
O
N
C
CANOPY
M TL
SS
LT
9'
G
R
G
R
3
6
"
C
O
N
C
1SFD
7
'

B
S
T
8
'

B
S
T
1SFD
60" CHL
6
0
"
C
H
L
6
0
"

C
H
L
6
0
"

C
H
L
60" CHL
LT
9
'

G
R
D
K
36" CONC
15" RCP
V
A
R
. G
R
1SFD
DK
W/LT
4
8
"
C
H
L
4
8
"
C
H
L
48" CHL48" CHL
GATE
MTL
8
'

C
O
N
C
1SBKD
STEPS
CONC
CONC
48"
CONC
(BK)
G
CONC
DK
LT
POOL
A/G
POOL
A/G
GATE
MTL
S
W/LT
VAR. BSTCONC
36"
1SFD
BK
CONC
G
9
'

B
S
T
4
8
"

C
H
L
LT
W/LT
DK
6
0
"W
D
W/LT
RAMP
WD
TANK
A/G OIL
9
'

G
R
GATE60"CHL
15" HDPE
CONC
V
A
R
. C
O
N
C
9' B
ST
15
"
R
C
P
AUTUMN CHASE DR. (PVT)
16' BST
C
A
N
O
P
Y
W
D
2
8
"
W
D
G
R
E
E
N
H
O
U
S
E
20' CONC
C
O
N
C
D
K
4
6"
W
D
2
S
F
D
60" WD
BST
12" HDPE
V
A
R
.

S
O
I
L
WOODS
WOODS
12" RCP
V
A
R
.

G
R
1SFD
12" RCP
V
A
R
.
G
R
4
2
"
C
H
L
3
6
"

C
H
L
7
2
"

W
D
42"CHL
4
2
"
C
H
L
CANOPY
W
D
RAMP
WD
WOODS
LT
2
4
"
C
&
G
6
"
C
O
N
C

C
U
R
B
24"
C
&
G
24" C&G
24" C&G
24" C&G
LT
LT
LT
LT
CONC
CONC
CONC
CONC
CONC BST
BST BST
BST
BST
BST
BST
B
S
T
W/BOLLARDS
VACUUM STA.
(CARWASH)
1SBKBUS
CONC
DI
C
O
N
C
W/BOLLARDS
VACUUM STA.
SPIGOT
24" C&G
12"
HDPE
BSTR
C
P
1
2
"
G
GRGR
GR
GR
MTLM
T
L

P
O
S
T
S
POST
MTL4
8
"

V
IN
Y
L

R
A
IL
72"WD
(TYP.)
BOLLARDS
(TYP.)
BOLLARDS
LT
MTL
POSTS
MTL
BFP
POLE
MTL
CONC
CONC
1SBKBUS
U/MTL CANOPY
2 GAS PUMPS
1-ISL'S
R
A
IL
4
8
"
V
IN
Y
L
LT
WASH-PIT
BLK
B
O
L
L
A
R
D
MANHOLES
GREASE
LT
TANK
A/G OIL
LT
CONC
S
MTL
BASE
CONC SIGN
BFP
15" RCP
(EMPTY)NO UTILITIES
48" CHL
48" CHL
4
8
"

C
H
L
48" CHL
1SFBUS
48" BST
TANK
A/G OIL
LT
LT 60" CHL
60" CHL
GATE
60" CHL
GATE
48" CHL
3
6"
CO
N
C
6
0
"

C
H
L
W/LT
BST
BST
15" RCP
GRASS
6
0
"
C
H
L
60" WD60" WD
1SFD
15" RCP
V
A
R
. G
R
W/LT
TANK
A/G OIL
CONC
3
6
"

W
D

R
A
IL
3
6
"

W
D

R
A
IL
LAMP
V
A
R
.

B
S
T
1SBKD
G
S
S
S
S
POLE
FLAG
4
8
"

C
H
L
48" CHL
4
8
"

C
H
L
4
8
"

C
H
L
C
O
N
C
12" RCP
TANK
A/G OIL
D
K
S
LT
WELL
POST
WD
-BY- 159
-BY- 160
-BL- 109
-BL- 110
-BY- 165
15" RCP
V
A
R
. G
R
4
8
"

C
H
L
TANK
A/G LP
G
A
T
E
4
8
"

C
H
L
CONC
39"
1SFD
S4
8
"

C
H
L
48" CHL48" CHL
S
G
4
8
"

C
H
L
PATIO
BK
1SFD
CONC
39"V
A
R
. G
R
V
A
R
. G
R
12" RCP 12" RCP
V
A
R
.

B
S
T
C
O
N
C
SAT
G
1SFD
LT
12" HDPE
WELL
SPIGOT
V
A
R
. G
R
1 •SFD
PLANTER
G CONC
S
1SFD 4
2
"
C
H
L
SAT
LT
LT
V
A
R
. G
R
48" CHL
1
S
F
D
48" CHL
D
K
TANK
A/G OIL
10' CONC12" R
CP 48" VINYL
48" CHL
10' CONC
VIN
YL
54"
VIN
YL
54"
36"
W
D
S PAVERS
STONE
1SF
D
48
"
CHL
1SF
D
CONC
TANK
A/G LP
WELL
TANKA/G OIL
TANK
A/G LP
12" RCP
7
'

G
R
C
A
N
O
P
Y
M
T
L
4
8
"
V
I
N
Y
L

R
A
I
L
SMTL
BFPW/LT 1
9'
B
S
T
BFP
W/BSMT1SBKD
LAMP
SPIGOT
40" CONC
W/LT
WOODS
W/LT
W/BSMT1SBKD
DK
C
A
N
O
PY
M
TL
V
A
R.
S
O
I
L
WELL
2
0'
B
S
T
S
S
HOUSE
WELL
RIP RAP
RIP RAP
2SFD16' CONC
STONE SIGN
16' CONC
2SFD
CONC
CONC
CONC36"
72"WD
72"WD
GATE72"WD78" VINYL
2SFD
2SFD CONC
CONC
2SFD
C
O
N
C
G
R
7
2
"
W
D
72" W D
72"
WD
SAT
LT
RIP RAP
RIP RAP
B
L
K WA
L
L
V
A
R
. HT
B
L
K WA
L
L
V
A
R
. HT
G A T E72"W D
16'
C
O
N
C
VAR
. CONC
S
A
T
W/LT
15" RCP
BOLLARDSMTL
CAPS
U/G TANK
8
"
V
C
8
"
V
C
8" DI
8
"
D
I
8" VC
8" VC
C
O
N
C BST
C O N C
V
A
R
.
PATIO
BK
SAT
4
8
"

C
H
L
4
8
"

C
H
L
12" RCP
12" RCP
7
2
"
W
D
2
4
"
R
C
P
INV=924.02'
INV=922.93'
1
8
"
R
C
P
UNKNOWNEND
60" WD
V A R . G R
V
A
R
. C
O
N
C
CONC
L
O
C
A
TI
O
N
P
O
S
SIB
L
E J
B
WELL
15" R
CP
12" RCP
4
2
"
C
H
L72"
W
D
7
2
"

W
D
7
2
"

W
D
4
8
"

C
H
L
8
4
"

W
D
8
4
"

W
D
9
6
"

W
D
GATE
60" WD
GATE
42" CHL
ARBOR
WD
36"CONC
36"CONC
C
O
N
C
G
A
T
E
4
8
"
C
H
L
LT
18" RCP
POLE
SERVICE
3
6
"

C
H
L
6' CONC HW
5' CONC HW 18
"

R
C
P
4
8
"

W
D
LT
12"HDPEW/FES DI
WELL
MON.
WELL
MON.
WELL
MON.
FUEL PUMP
DIESEL
P
U
MP
K
E
R
O
S
E
N
E
LT
S
LT
WELL
6
0
"
C
H
L
60" CHL
6
0
"

C
H
L
HOUSE
WELL
TOP=934.66'
CB
15" RCP
W
D
W
A
L
L
V
A
R.
H
T
18" RCP
W/FES
W/FES
CBTOP=940.96'
PIPES
VENT
W/BSMT
1SFD
GATE
60" CHL
(PER PLANS)ENCASEMENT
40 L.F. OF 16" STEEL
T
O
G
A
U
N
T
L
E
T
D
R.
TO DEAD END
UNK BURIED
12" VCP
US 158/ REIDSVILLE RD 28' BST
US 158/ REIDSVILLE RD 28' BST
BST
M
ONOLITHIC CONC ISLAND
GRASS
STOKESDALE AVE 20' BST
BST
OLD BELEWS CREEK RD 22' BST
OLD BELEWS CREEK RD 36' BST
CREEK
M
O
O
R
E

D
R

2
2'
B
S
T
S
I
L
V
E
R
C
H
A
L
I
C
E

D
R
2
0'
B
S
T
CONC
30" C&G
30" C&G
3
0
"
C
&
G
RIC
K
AR
D
DR 18' BST
C
O
N
C
H
H
H
H TT
C
T
C
T
BFPBFP
BFP
BFP
C
C
CC
C
VAULT
TFO MARKER
EOI
EOI
EOI
EOI
6 ", CAST IRON
6" STL
2
"
P
L
2
"

U
N
K
16" DI
16" DI
12" CI
6
"
D
I
8" CI
12" DI
8
"

D
I
6" CI
PB 51 PG 810' NEG ACCESS/UTIL ESMT
PB 51 PG 810' NEG ACCESS/UTIL ESMT
PB 51 PG 8DRAIN ESMT30' PUB SAN SEWER ESMT/PVT
P
B
5
1 P
G
8
2
0
' P
U
B
S
AN SE WER ES MT
DB 2468 PG 3265
20' PUB SAN SE
WER ES
MT
PB 34 PG 10
30'(15' PL) ROAD
WAY ES
MT
PB 40 PG 43ACCESS ESMT10' FENCE & NEG
P
B
4
0
P
G
4
3
1
0'
F
E
N
C
E
E
S
M
T
P
B
4
0
P
G
4
3
2
0'
S
A
N
S
E
W
E
R
25' ESMT PB 36 PG 155
P
B
4
7

P
G
7
6
3
0'
A
C
C
E
S
S
E
S
M
T
P
B
3
4
P
G
1
0
(
A
P
P
R
O
X/
S
C
A
L
E
D)
2
0'
S
A
N
S
E
W
E
R
P
B
3
4

P
G
1
0
(
A
P
P
R
O
X
/
S
C
A
L
E
D
)
2
0'
S
A
N
S
E
W
E
R
PB 34 PG 10(APPROX/SCALED)
20'SAN SEWER
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
REB
REBEIP
EIP
REB
EIP
REB
REB
REB
REB
EIP
R
E
B
R
E
B
EIP
EIP
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R
E
B
CONC
WELL
WOODS
1 •SFD
-BL- 109
-BY- 159
-BY- 165
-BL- 110
-BY- 160
RETENTION/OIL SEPARATOR
POSSIBLE ON-SITE
UTILITY MANHOLES
UNKNOWN
END
WOODS
BK WALL
VAR. HT
E
XISTIN
G R/
W = PR
OPERT
Y LINEE
XISTIN
G R/
W = PR
OPERT
Y LINE
E
XISTIN
G R/
W
30.00'
H
H
H
H TT
C
T
C
T
BFPBFP
BFP
BFP
C
C
CC
C
VAULT
TFO MARKER
TFO MARKER
6 ", STL
2

",
P
L
A
S
T
I
C
2

"
,

U
N
K
EOI
EOI
EOI
EOI
8 ", CAST IRON
16 ", DUCTILE IRON
12 ", CAST IRON
6

",
D
U
C
T
I
L
E
I
R
O
N
8

"
,

D
U
C
T
I
L
E

I
R
O
N
16 ", DUCTILE IRON
12 ", DUCTILE IRON
6 ", CAST IRON
6 ", CAST IRON
RIVER CHASE OWNERS ASSOC INC
S 01°20'57" E
260.20'
S

4
9
°
5
5
'
4
4
"
E
15
4
.
7
0
'
S 39°56'01" W
100.00'
S 39°56'01" W
99.94'
S 39°56'01" W
100.06'
S 39°56'01" W
250.00'
S 39°56'01" W
50.00'
S 39°56'01" W
50.00'
S 39°56'01" W
100.00'
S 39°56'01" W
100.00'
S 39°56'01" W
100.00'
N

5
0
°
0
3
'
5
9
"

W
13
1.
3
0
'
N 39°55'32" E
233.94'
N 02°26'01" E
71.59'S

5
0
°
14
'
0
2
"

E
7
6
.
18
'
S
50
°03'55
"
W
96
.79'
S 03°32'02" W
55.27'
S 39°31'25" W
182.70'
S 27°08'28" W
22.27'
S 39°31'25" W
34.74'
S 39°31'25" W
100.00'
S 39°31'25" W
50.00'50.00'
S

5
0
°
2
2
'
3
5
"

E
7
5
.
0
0
'
S

5
0
°
2
2
'
3
5
"

E
5
0
.
0
0
'
N
6
6
°
5
6'
0
2
"
W
2
3
1.
6
1'
N
6
6
°
3
1'
1
6
"
W
2
5
1.
7
2'
N
6
6
°
1
0'
2
4
"
W
2
7
1.
8
4'
S 24°34'45" W
120.59'
S 25°13'10" W
147.21'N 00°17'44" W
51.00'
N 89°43'37" E
84.78'
S 89°42'23"
W
13.49'
S 89°42'23" W
N 89°42'29" E
149.16'
S

5
1°
2
3
'
2
3
"

E
13
2
.
9
4
'
S 08°40'02" E143.40'
N 2
2
°3
2
'5
0
" W
6
8
.4
2
'
N 89°03'51" E112.22'
N 89°03'51" E68.26'
S 24°44'25" W
68.25'
N 24°44'25" E
65.00'
S
7
9°11'19"
E
18
4.0
7'
S
6
8
°
1
7'
3
4
"
E
8
7
.
4
4'
N
6
8
°
1
7'
3
4
"
W
9
1.
9
1'
S 24°43'38" W 184.92'
N 24°44'25" E
185.68'
N 24°16'38" E 136.39'
S 25°23'33" W
141.18'
S
7
1°
4
8'
0
7
"
E
S
7
1°
4
8'
4
9
"
E
6
6.
0
3'
S 71°36'23" E
3.97'
S
7
1°
4
8'
0
7
"
E
8
7.
4
6'
S

6
7
°
1
7'
5
4
"
E
2
1
3
.
2
0'
N 35°11'22" E
150.46'
N 35°11'22" E
90.70'
N 35°11'22" E 92.16'N 35°11'22" E
28.73'
N 35°11'22" E46.37'
N 35°11'22" E
S 18°57'08" W
120.00'
9.46'
S

5
1°
5
1'
3
3
"

E
13
8
.
2
0
'
N

5
7
°
2
5
'
5
9
"

W
18
4
.
4
9
'
S

5
0
°
2
7
'
0
5
"

E
19
2
.
0
3
'
N

4
9
°
5
7
'
5
9
"

W
2
0
6
.
9
1'
S

5
0
°
0
8
'
2
7
"

E
2
13
.
0
3
'
N

5
0
°
16
'
0
2
"

W
18
9
.
5
4
'
N

5
0
°
2
2
'
3
5
"

W
19
6
.
2
3
'
N

5
0
°
2
2
'
3
5
"

W
19
5
.
6
4
'
N

5
0
°
2
2
'
3
5
"

W
19
5
.
3
5
'
N

5
0
°
2
2
'
3
5
"

W
19
5
.
0
6
'
N

5
0
°
0
3
'
5
9
"

W
2
4
2
.
5
5
'
N

5
0
°
0
3
'
5
9
"

W
2
4
2
.
8
1'
N

5
0
°
0
8
'
3
4
"

W
2
4
3
.
14
'
N

5
0
°
0
3
'
5
9
"

W
2
4
3
.
2
7
'
N

5
0
°
0
3
'
5
9
"

W
2
4
3
.
4
0
'
N

5
0
°
0
3
'
5
9
"
W
2
4
3
.
5
3
'
N

5
0
°
0
3
'
5
9
"

W
2
4
3
.
6
6
'
N

5
0
°
4
6
'
0
8
"

W
2
5
8
.
7
0
'
N

5
0
°
4
7
'
0
2
"

W
2
3
1.
17
'
N

5
0
°
5
7
'
4
8
"

W
18
9
.
2
2
'
N

5
1°
13
'
13
"

W
14
8
.
6
1'
DB 3088 PG 171
NEMIAH E BRYANT
TERESA C BRYANT
DB 2032 PG 3292
PB 36 PG 155
HOLLY A MULLINS
DB 2777 PG 2270
PB 12 PG 14
VELNA M RIGGINS
DB 638 PG 15
PB 12 PG 14
PB 12 PG 14
DB 2364 PG 4512
ANNA F JACKSON
PB 12 PG 14
DB 1942 PG 151
GERALD E PALMER
PG 2223
DB 3154
PB 12 PG 14
LLC
PROPERTIES
SAUNDERS
PG 455
DB 2544
PB 12 PG 14
ANDREWS
SHELLY M
DB 3154 PG 2220
PB 12 PG 14
PROPERTIES LLC
SAUNDERS
BUCKNER
AMANDA D
MYERS
LAUREN M
PG 2927
DB 2493
PB 12 PG 14
PB 9 PG 95
DB 3166 PG 334
DAVID STEPHENSON
CARLA D MEADOWS
DB 2498 PG 901
PB 36 PG 155
PB 13 PG 54
DB 3247 PG 1023
DAVID P STEPHENSON
DB 2480 PG 196
DAVID P STEPHENSON
PB 13 PG 54
DB 2829 PG 1236
PB 13 PG 54
JERALD F VANN
KATIE KAY
JANICE PERKINS
CARMEL A PLATZ
DB 2769 PG 3847
PB 13 PG 54PB 13 PG 54
DB 3300 PG 3951
MARIA GONZALEZ
J ADALBERTO
DB 2874 PG 1905
PB 13 PG 54
MELINDA T FINDELL
JOSEPH G FINDELL
TURNER
DORIS K
PG 1782
DB 2606
PB 13 PG 54
DB 3051 PG 2454
PB 7 PG 109
MATTRESS FACTORY INC
PB 7 PG 109
DB 3040 PG 1464
KURTIS L HEMRICK
JACOB D BROTHERTON
DB 2417 PG 3122
PB 7 PG 109
HEAD FAMILY TRUST
DB 2606 PG 3700
PB 7 PG 109
PPWS LLC
DB 2482 PG 4077
DB 3186 PG 3946
PB 7 PG 109
PB 10 PG 117
PB 47 PG 76
PPWSRH LLC
DB 3229 PG 3946
PB 10 PG 117
PB 10 PG 117
DB 3316 PG 1594
NELSON A DIAZ-SEGOVIA
YESENIA FLORES
YESENIA FLORES
PB 10 PG 117
DB 3316 PG 1570
EULA F SMITH
DB 1250 PG 450
PB 10 PG 117
PPWS LLC
DB 2482 PG 4077
PB 10 PG 117
PB 10 PG 117
DB 2994 PG 3192
VALERIE L JOHNSON
CRAIG A JOHNSON
CRISANTO Z MAYO
PG 2783
DB 3337
ERIKA D MARIN
PB 10 PG 117
FAMILY TRUST
THE FREEMAN
DB 2295 PG 1171
PB 10 PG 117
DANNY L MCMULLAN
DB 2117 PG 1652
PB 10 PG 117
ANTHONY A BARNES
DB 2991 PG 3324
PB 34 PG 10
WALTER HUTCHINSON
DB 3308 PG 3797
PB 34 PG 10
CLIFFORD L SCHMIDT
BRENDA L SCHMIDT
DB 2629 PG 995
PB 34 PG 10
DB 3057 PG 2591
PB 34 PG 10
JANET BUTLER
TERRANCE BLACKMON
DB 2765 PG 1597
PB 51 PG 8
DB 2760 PG 3704
TASHA N HAYES
PB 51 PG 8
CLEVELAND MILLER
URETA B MILLER
DB 2807 PG 2795
PB 51 PG 8
JESSICA D FREEMAN
TRAVIS S FREEMAN
DB 3236 PG 926
PB 51 PG 8
TINA W PRICE
PB 51 PG 8
PRICE
JULIUSE M
PG 3239
DB 2967
DAVID M WELBORN
KAREN C WELBORN
DB 1881 PG 2675
PB 34 PG 10
JOHN M ASHFORD
DARNETTE R ASHFORD
DB 3343 PG 2854
PB 34 PG 10
2
3
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.03
.02
.01
.00.01.01.02.03
.03.02
.01
.00
.01
.01
.02
.03
.01
T
Y
P.
1
6'+54.34
T
Y
P
.
1
6'
+10.70
EXIST.
.
0
2
.
0
2
.
0
2
.
0
2
12
'
100' TAPER
+
0
0
.0
0
12
'
36'36'28'
M
E
D
2
3
'
2
3
'
8:1
4'
8
:
1
4'
+80.00
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7
/
7
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
0
9
.
d
g
n
d
e
f
a
u
l
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 9
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

5
7
+
0
0

S
E
E

S
H
E
E
T

8
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

7
1
+
0
0

S
E
E

S
H
E
E
T

1
0
FOR -Y6- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 33 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
SEE SHEET 2B-2
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

R
E
V
I
S
E
D

P
U
E

O
N

P
A
R
C
E
L
S

17
6

&

17
7
. H
A
T
.
-L- PC Sta. 61+45.71 -L- PT Sta. 63+68.76
-Y6--L-
PI Sta 62+57.24
D
L = 223.05'
T = 111.53'
R = 20,000.00'
60+00 65+00 70+00
-L- POT Sta. 67+32.41
-Y6- POT Sta. 10+00.00=
-L-
SE= NC SE= 0.04
DS= 50 MPH DS= 30 MPH
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
PI Sta 11+36.54
D
L = 186.87'
T = 97.07'
R = 280.00'
-Y6- PC Sta. 10+39.47
-Y6- POT Sta. 14+35.27
-
Y
6
-
-Y6- PT Sta. 12+26.34
-Y6- POT Sta. 12+35.27
END CONSTRUCTION
CHORD
78.00' (RT)
+00.00 -L-
78.00' (RT)
+68.76 -L-
64.50' (RT)
+00.00 -L-
64.50' (RT)
+36.74 -L-
65.00' (LT)
+00.00 -L-
90.00' (LT)
75.00' (LT)
52.50' (LT)
+70.00 -L-
90.00' (LT)
52.50' (LT)
+95.00 -L-
52.50' (RT)
+45.71 -L-
176
177
178 179
180
181 182
183
184
185
186
187 188
37
38
39
40
41
42
43
44
45
46
70.00' (LT)
+15.00 -L-
PUE
PUE
52.50' (LT)
+45.71 -L-
115.00' (RT)
106.00' (RT)
+45.00 -L-
67.50' (LT)
52.50' (LT)
+88.00 -L-
67.50' (LT)
52.50' (LT)
+80.00 -L-67.50' (LT)
52.50' (LT)
+98.00 -L-
77.00' (LT)
52.50' (LT)
+21.00 -L-
52.50' (LT)
+68.76 -L-
75.00' (LT)
+45.71 -L-
82.55' (RT)
+58.00 -L-
75.15' (RT)
+71.00 -L-
85.00' (RT)
+74.00 -L-
96.00' (RT)
+45.00 -L-
101.95' (RT)
+52.00 -L-
105.84' (RT)
+64.00 -L-
62.07' (LT)
+76.00 -L-
77.00' (LT)
65.80' (LT)
+52.00 -L-
92.91' (LT)
74.91' (LT)
52.50' (LT)
+87.00 -L-
91.42' (LT)
74.93' (LT)
52.50' (LT)
+76.00 -L-
70.87' (LT)
65.00' (LT)
52.50' (LT)
+28.00 -L-70.87' (LT)
65.00' (LT)
52.50' (LT)
+14.00 -L-
65.00' (LT)
52.50' (LT)
+02.00 -L-
91.00' (RT)
81.77' (RT)
+55.00 -L-
91.00' (RT)
81.82' (RT)
+68.00 -L-
114.85' (RT)
103.43' (RT)
+90.00 -L-
114.99' (RT)
103.90' (RT)
+00.00 -L-109.89' (RT)
102.68 (RT)
+91.00 -L-
113.79' (RT)
102.49' (RT)
+03.00 -L-
105.22' (RT)
+69.00 -L-
110.42' (LT)
81.48' (LT)
52.50' (LT)
+29.00 -L-
70.12' (LT)
65.00' (LT)
52.50' (LT)
+37.00 -L-
70.12' (LT)
65.00' (LT)
52.50' (LT)
+22.00 -L-
82.31' (RT)
52.50' (RT)
+95.00 -L-
BEGIN C/A
EX. R/W (LT)
+35.27 -Y6-
63.00' (LT)
52.50' (LT)
+60.00 -L-
64.02' (LT)
52.50' (LT)
+59.00 -L-
64.35' (LT)
52.50' (LT)
+39.00 -L-
85.00' (RT)
+00.00 -L-
65.00' (LT)
52.50' (LT)
+88.00 -L-
75.00' (LT)
64.58' (LT)
+25.00 -L-
75.00' (LT)
64.33' (LT)
+40.00 -L-
130.00' (RT)
+45.00 -L-
110.38' (LT)
67.50' (LT)
52.50' (LT)
+65.00 -L-
52.62' (RT)
+68.76 -L-
100.00' (RT)
95.44' (RT)
+92.91 -L-
63.00' (LT)
52.50' (LT)
+40.00 -L-
70.00' (LT)
+18.00 -L-
189
77.00' (LT)
71.00' (LT)
52.50' (LT)
+01.00 -L-
62.00' (LT)
52.50' (LT)
+50.00 -L-
62.00' (LT)
52.50' (LT)
+70.00 -L-
92.00' (RT)
81.40' (RT)
+61.00 -L-
PUE
F F
C
C C
FF
FF
F
C
C
C
C C
C
F
FFF
F
FFFF
CC C C
CC
F F
F F
F
CC
C
C
C
C
15" 15"
DI 0921
09200917
0916
0915
09190912091009070903
0963
0902 0904 0906 0909
0911
0913
0908
SEE DETAIL A
LATERAL 'V' DITCH
CB-G
CB-G
CB-F
CB-G
CB-G
CB-G
CB-GCB-G
CB-F
CB-F CB-F
CB-F CB-F
CB-G
CB-F
0918
OEP
0905
REMOVE
15" 15"
SYSTEM
REMOVE
REMOVE REMOVE REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
0945
0946
0947 0948
0929
0931
18"
0923
CB-F
CB-G
CB-F
REMOVE
18" RCP-III
18" RCP-III
0924
2GI-NSS
0926
0927
DI
DI
SEE DETAIL H
SPECIAL CUT DITCH
REMOVE
REMOVE
CB-G
0940
CB-F
0901
0941
CB-G
0934
CB-E
0925
CB-F
0933
DI
DI0932 DI
0935
CB-F 0936CB-F
0930
DI
15" RCP-III
15" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III 15" RCP-III 18" RCP-III
18" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III 15" RCP-III
1 5 " R C P -III
1
5
"
R
C
P
-III
15" RCP-III
15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 3
6
" RC
P-
III
HW
18" RCP-III 18" RCP-III 24" RCP-III
SEE DETAIL I
CURB CUT DITCH
SPECIAL BACK OF
36" RCP-IV
36" RCP-III
18" RCP-III
18" RCP-III
SEE DETAIL A
LATERAL 'V' DITCH
15"
RCP-III

15"
SEE DETAIL G
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL A
LATERAL 'V' DITCH
W/ 28 SY OF GEO FAB
11 TONS CL B RIP RAP
SEE DETAIL A
DITCH
LATERAL 'V'
0964
DI
SEE DETAIL A
LATERAL 'V' DITCH
15" RCP-III
0949
REMOVE
15"
R
C
P
-
I
I
I

1
5
"

P
O
O
L
36" CONC
1SBKD
S WELL
WELL
WELL
LT
C
A
N
O
P
Y
M
T
L
V
A
R
.

G
R
15" RCP
-BL- GPS R2577-5
CONC
36"
TANK
A/G OIL
WELL
S
C
A
N
O
P
Y
M
T
L
G
S G
4
8
"

C
H
L
4
8
"

C
H
L
CONC
36"
48" CHL48" CHL
W/BSMT
1SFD
CONC
32"
1SFD
15" RCP
V
A
R
. G
R
4
8
"

C
H
L
W/STEPS
CONC
TANK
A/G LP
G
A
T
E
4
8
"

C
H
L
C
A
N
O
P
Y
M
T
L
CA
N
O
P
Y
M
TL 1SFD
CONC
WELLC
O
N
C WALL18" BLK
6
0
"
W
W
DK
1SBKD
36" BK
7
2
"
V
I
N
Y
L
7
2
"
V
I
N
Y
L
G
A
T
E
7
2
"
V
I
N
Y
L
LT
48" CHL & 1S ELEC
S
1SBKD
42" CONC
S
CONC
4
8
"
C
H
L
48" CHL
72" WDS
RAMPWD 4
8
"
C
H
L
7
2
"
W
D
36" CONC
1SFD
C
O
N
C
36"
S
LT
S
CONC
CONC18"
1
2'
C
O
N
C
15" RCP
48" CHL
4
8
"

C
H
L
4
8
"
C
H
L
1SFD
S
GATE
48" CHL
CONC
36"
V
A
R
. B
S
T
W/LT
8
' B
S
T
8' GR
1 •SFD
S
1 •SBKD
W/LT
BST
(BLK)
G
9
.5
'

B
S
T
48" WD RAIL
TREES
SCATTERED
S
4
8
"

W
W
CA
N
O
P
Y
M
TL
CANOPY
MTL
1 •SBKD
48" CHL
4
8
"

C
H
L
CONC
CONC
TREES
SCATTERED
G
R
PAVERS
30" STONE
RAMP
WD
9
'

B
S
T
RAIL
48" WD
12" RCP
CONC HW
4
8
"

C
H
L
48" CHL
GATE
48" CHL
GATE
48" CHL
8
' B
S
T
BST
1SFD
TREES
SCATTERED
CANOPY
WD
CANOPY
MTL
1SFBUS
1SFD
3 6 " C O N C
WOODS
WOODS
WOODS
WOODS
15" RCP
9
'

G
R
W/LT
GR
LT
TANK
A/G LP
4
8
"
C
H
L
4
8
"

C
H
L
60" WW
8
' GR
GATE
48" CHL
1SBKD
TANK
A/G OIL
CONC
48"
WALL
18" BK
4
8
"
C
H
L48" CHL
GATE
48" CHL
1SFD
CONC
S
C
A
N
O
P
Y
M
T
L
9
' G
R
STEPS
WD
1SFD
STEPS
WD
DK
4
8
"
C
H
L
4
8
"

C
H
L48" CHL
TREES
SCATTERED
1SBLKD
STEPS
BLK
CANOPY
MTL
1 •SBLKD
DK
4
8
"

C
H
L
4
8
"

C
H
L
48" CHL
TREES
SCATTERED
1SBLKD
DK
48" WD
TANK
A/G LP
9
'

B
S
T
BST
WELL
12" RCP 15" RCP
11'

B
S
T
11'

B
S
T
BST BST
1SBKD 1SBKD
DK
4
8
"

C
H
L
GATE
48" CHL
TANK
A/G LP
TANK
A/G LP
CONTAINER
MTL
1SBKD
4
8
"

C
H
L
4
8
"

C
H
L
48" CHL
48" CHL
GATE
48" CHL
GATE
48" CHL
S
WELL
WELL
P
AVE
RS
S
T
ONE
BST
12" RCP
W/LT12
'

B
S
T
12" RCP
1 •SFD GR
1SBKD
DK
BK WALL
VAR. HT
STEPS
CONC
12
"

R
C
P
28' CONC
W/LT
TREES
SCATTERED
LT
S S
S
S
48" CHL
48" CHL
4
8
"

C
H
L
G
A
T
E
4
8
"

C
H
L
1S
B
K
D
8
'

G
R
12" RCP
B
S
T
B
S
T
T
R
E
E
S
S
C
A
T
T
E
R
E
D
W/
L
T
4
8
"

W
W

&

1S

E
L
E
C
48" WW & 1S ELEC
S
VAR
. CONC
V
A
R
.

C
O
N
C
S
T
E
P
S
C
O
N
C
VAR. CONC
1SFD
72"VINYL
7
2
"
V
I
N
Y
L
RAIL36" WD
POND
12
"
H
D
P
E
U
N
K
N
O
W
N
E
N
D
VAR
. GR
/S
OIL
18" HDPE
6
6
" W
D
HW
6' BLK
CONC
CONC
TO PROPERTY OWNER
HEAD ACCORDING
POSSIBLE SPRING
LT
BST
18
"

R
C
P
DI
IN
V=904.96'
-BL- 167
-BY- 168
DK
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
18"
R
C
P
P
O
L
E
S
E
R
V
IC
E
4"PVC
6"HDPE
HOUSE
WELL
(MTL)G
W/FES15" RCP
LT
15" RCP15" RCP
WELL36" CONC
12" RCP
10
'

G
R
S S
CONC
S
S
4
8
"

C
H
L
4
8
"

C
H
L
GATE
48" CHL
4
8
"

C
H
L 4
8
"

C
H
L
48" CHL
PUMP
SEPTIC
V
A
R
. G
R
V
A
R
. C
O
N
C
WELL
STEPS
WD
33" CONC
4
8
"

W
W
PORCH
BK
HOUSE
WELL
(DILAP.)1SFD
4
8
"
W
W S
3
6
"

W
D
60"WD
6
0
"
W
D
WELL
HOUSE
WELL
LT
GATE
MTL
48" CHL
4
8
"

C
H
L
48" CHL
4
8
"

C
H
L
4
8
"
C
H
L GATEMTL
P
U
M
P
S
E
P
T
IC
W/LT
CONC
46"
V
A
R
.

H
T

B
L
K

W
A
L
L WELL
4
8
"

W
W
48" CHL
4
8
"

C
H
L
GATE
MTL
11'

G
R
CONC72"
6
0
"

C
H
L
60" CHL
6
0
"

C
H
L
4
8
"
C
H
L
S
DK
BY-169
B
M5916.16SCRIBED "X" IN TOP OF 18"RCP ROAD
WAY CROSS PIPE
BURIED
UNK
BURIED
UNK
TO RICKARD DR.TO US HWY 158 (REIDSVILLE RD.)
BM5
POOL
72" VINYL
STEPS48" CONC
GATE72" VINYL
DK
PONDLANDSCAPE
US 158/ REIDSVILLE RD 28' BST
S
T
O
K
E
S
D
A
L
E

A
V
E

2
0
'

B
S
T

BST
BST
STOKESDALE AVE 20' BST
B
S
T
TFO MARKER
6 ", UNK
EOI
EIP
EIP EIP
EIP
E
I
P
R
/
W

M
O
N
EIP
R/W MON
EIP
EIPEIP
NCGS MONEIP
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
I
S
T
IN
G

R
/
W
15
0
.
0
0
'
6
0
.
0
0
'
C
O
N
C
.
C
O
N
C
.
-BY- 169
-BY- 168
-BL- 167
TFO MARKER
6 ", UNK
EOI
S

5
0
°
14
'
0
2
"

E
S

5
0
°
2
2
'
3
5
"

E
7
5
.
0
0
'
S

5
0
°
2
2
'
3
5
"

E
5
0
.
0
0
'
S 39°32'34" W
62.00'
S 39°30'16" W
63.00'
N

5
0
°
2
2
'
3
5
"

W
2
0
0
.
0
0
'
S 39°31'25" W
125.00'
S

5
0
°
2
2
'
3
5
"

E
2
0
0
.
0
0
'
N

5
0
°
2
2
'
3
5
"

W
2
0
0
.
0
0
'
S 39°31'25" W
25.00'
S 39°31'25" W
75.00'
S

5
0
°
2
2
'
3
5
"

E
2
0
0
.
0
0
'
S

5
0
°
2
2
'
3
5
"

E
2
0
0
.
0
0
'
N

5
0
°
2
2
'
3
5
"

W
18
3
.
8
7
'
S 39°31'25" W
50.00'
S 39°31'25" W
50.00'
S 39°31'25" W
75.00'
S

5
0
°
2
2
'
3
5
"

E
17
2
.
5
3
'
N

5
0
°
2
2
'
3
5
"

W
11.
12
'
S 39°52'13" W
103.42'S 39°52'13" W
102.18'
S

5
0
°
14
'
18
"

E
18
3
.
5
3
'
N 39°45'42" E
102.50'
N

5
0
°
14
'
18
"

W
18
3
.
18
'
S

5
0
°
2
2
'
2
9
"

E
18
2
.
9
3
'
N 39°45'42" E
102.50'
N 39°45'42" E
110.90'
S 40°13'39" W
153.58'
S 34°07'08" W
240.80'
S 34°07'08" W
90.30'S 34°07'08" W
30.61'S 34°07'08" W
89.79'S 34°07'08" W
120.92'S 34°07'08" W
29.58'
S

6
5
°
0
4'
0
7
"
E
3
6
7
.
4
3'
N
6
5
°
2
3'
5
1
"
W
1
4
0
.
5
3'
1
9
1.
6
4'N
6
5
°
4
8'
1
8
"
W
1
9
2
.
7
4'
S 23°41'18" W78.91'
N 23°39'20" E39.80'
S

6
5
°
3
7'
1
5
"
E
1
1
8
.
7
9'
N 23°39'20" E
119.11'
N 34°07'08" E
60.20'
N
6
5
°
5
2'
3
6
"
W
9
6
.
9
2'
N
6
6
°
1
0'
2
4
"
W
2
7
1.
8
4'
S

6
6
°
0
6'
4
5
"
E
1
9
5
.
0
6'
N 35°11'22" E
74.49'
N 35°11'22" E
120.83'
S

5
0
°
0
8
'
2
7
"

E
S

5
0
°
19
'
4
4
"

E
2
19
.
0
9
'
N

5
0
°
0
6
'
0
4
"
W
2
2
8
.
9
3
'
S

5
0
°
14
'
2
7
"

E
2
3
4
.
9
5
'
S

5
0
°
15
'
4
1"

E
2
4
0
.
9
7
'
N

5
0
°
15
'
0
2
"

W
2
5
0
.
0
0
'
S

5
0
°
2
0
'
0
8
"

E
2
6
5
.
0
5
'
S

5
0
°
2
2
'
0
4
"

E
2
7
7
.
0
9
'
S

5
0
°
2
3
'
2
8
"

E
2
14
.
5
6
'
N

5
0
°
2
6
'
4
6
"

W
2
3
8
.
7
5
'
S

5
0
°
0
7
'
4
7
"

E
18
3
.
9
6
'
S

5
0
°
14
'
18
"

E
18
3
.
9
3
'
N

5
0
°
14
'
18
"

W
18
3
.
7
1'
S

5
0
°
14
'
18
"

E
18
3
.
4
9
'
S

5
1°
17
'
2
6
"

E
2
2
2
.
5
0
'
N

5
0
°
2
2
'
3
5
"

W
19
5
.
0
6
'
N

5
0
°
2
2
'
3
5
"

W
19
4
.
7
1'
N

5
0
°
2
2
'
3
5
"

W
19
4
.
3
2
'
N

5
0
°
0
1'
0
7
"

W
19
3
.
5
9
'
N

4
9
°
5
6
'
4
3
"

W
19
3
.
15
'
S

5
0
°
2
2
'
3
5
"

E
3
9
2
.
7
2
'
S

4
9
°
5
8
'
2
8
"

E
19
2
.
2
8
'
N

5
0
°
2
2
'
3
5
"

W
19
1.
6
9
'
SHERRON A BROOKS
DB 3319 PG 4063
PB 12 PG 14
MARGARET B TURPIN
DB 2244 PG 3787
PB 12 PG 14
MEDINA O NAVA
RODOLFO R NAVA
PB 12 PG 14
DB 3174 PG 1650
JACK R WHITTINGTON
RUBY R WHITTINGTON
PB 12 PG 14
DB 2978 PG 539
DB 1710 PG 1270
RUBY R WHITTINGTON
JACK R WHITTINGTON
DB 3154 PG 2214
LLC
SAUNDERS PROPERTIES
DB 1560 PG 1416
SUE P REEVES
VIRGINIA F TAYLOR
DB 2295 PG 1510
KIMBERLY J BEAN
DB 2578 PG 3302
DENISA F WATKINS
GARY K DAVIS
DB 3084 PG 57
GRACE LITTLE
ROY M LITTLE
DB 1621 PG 557
DB 1286 PG 1632
BETTY L NANNEY
ORLIN J MONROY
MEGAN D MONROY
DB 3347 PG 1148
PB 12 PG 14
DB 2105 PG 1872
KARL F BOING
PB 12 PG 14
DB 3356 PG 2885
KAREN L DESHA
PB 12 PG 14
DB 2635 PG 1366
AMBER POPE
PB 12 PG 14
DB 1898 PG 490
JACK CARNEY
CHERYL A CARNEY
PB 12 PG 14
PB 12 PG 14
PB 12 PG 14
DB 2249 PG 4262
JOHN D STUCKEY
STUCKEY
MELISSA C
THOMAS
FAYE C
PG 4312
DB 3186
POPE
SHARON C
PG 218
DB 1458
PB 12 PG 14PB 12 PG 14
LARRIMORE
BRYAN W
PG 3448
DB 3210
CONRAD
FRANCES W
PG 3756
DB 1853
WILLIAM R VAUGHN
DB 1840 PG 708
PB 10 PG 117
PB 10 PG 117
DB 2931 PG 2413
CHERYL J SHORES
KENNETH L SHORES
PB 10 PG 117
DB 1926 PG 915
BATINA S COLE
CARLTON R COLE
DB 3316 PG 4294
CARLA ALFORD
PB 10 PG 117
SANDRA L SPENCER
DB 3241 PG 2910
PB 10 PG 117
AGUILAR
VITALINO
PG 3859
DB 2074
PB 10 PG 117
LEWIS E PEACOCK
DB 854 PG 316
PB 10 PG 117
CHARLIE J TILLEY
NANCY J TILLEY
DB 683 PG 370
PB 10 PG 117
DB 3308 PG 3800
PB 10 PG 117
HUBERT FOWLER
PB 10 PG 117
DB 3283 PG 1425
BIBIANA RANGEL
PB 10 PG 117
DB 2447 PG 2737
JUANITA L HUDSON
EUGENE P HUDSON
WILLIAM R VAUGHN
MARIE T VAUGHN
DB 2067 PG 1141
PB 10 PG 117
DANNY L MCMULLAN
DB 2117 PG 1652
PB 10 PG 117
EULA F SMITH
DB 1250 PG 450
PB 10 PG 117
TRUST COMPANY
MANNA BAPTIST CHURCH
DB 1636 PG 1729
SUE G LITTLE
DB 1024 PG 352
PB 10 PG 153
DEUTSCHE BANK NATIONAL
DB 3262 PG 66
COURTNEY R LILLY
DB 3245 PG 4202
PB 10 PG 117
PB 10 PG 117
WILLIAM R VAUGHN
DB 1840 PG 708
18
.
3
9
'
7
1.
5
7
'
14
'
12
'
-
7
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.04
.03
.02 .02
TYP
.
2
4
'
+39.59
.02
.01
.00
.01
.02 .02
.02
EXIST.
T
Y
P
.
2
0
'
+21.55
.
0
2
.
0
2
.
0
2
.
0
2
100' TAPER
+
5
0
.0
0
+
5
0
17
.5
'
12'
12'
PS
2'PS
2'
PS
2'
150' TAPER LT & RT
+
7
5
.0
0
2
3
'
+
8
0
.6
8
TAPER
150'
17-6'
.02
8
:
1
8
:1
4'
8
:
1
4'
4'
8
:
1
4'26.1'14.1'+
2
5
.4
8
12
'
12
'
12
'
12
'
12
'
.
0
4
DO NOT DISTURB
DO NOT DISTURB
TO MATCH EXISTING PATTERN
REPLACE CONCRETE DRIVE AS NEEDED
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
11/
2
3
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
0
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 10
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

8
4
+
5
0

S
E
E

S
H
E
E
T

1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

7
1
+
0
0

S
E
E

S
H
E
E
T

9
M
A
T
C
H
L
I
N
E
-
Y
5
-
S
T
A.
19+
7
5
S
E
E
S
H
E
E
T
2
9
ADT 2040
ADT 2017
-L- US 158
TRAFFIC DIAGRAM
27,900
23,600
24,700
18,600
-Y5- OLD BELEWS CREEK RD.
5,100
6,100
2,550
3,050
2,350
2,950
FOR -Y7- PROFILE SEE SHT. 45
FOR -Y5- PROFILE SEE SHT. 44
FOR -L- PROFILE SEE SHTS. 33-34
200
100
200
100
US 158
-L-
US 158
-L-
200
100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
SEE SHEET 2B-2
FOR INTERSECTION DETAILS,
PROPOSED TRAFFIC SIGNAL
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

11-
2
3
-
2
0
2
1
-

A
D
D
E
D

N
O
T
E

F
O
R

D
R
I
V
E
W
A
Y
A
T

-
L
-

S
T
A
. 7
1+
6
2
.0
0

R
T

O
N

P
A
R
C
E
L

19
0
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

A
D
J
U
S
T
E
D

P
U
E

O
N

P
A
R
C
E
L

5
3

A
N
D

R
E
M
O
V
E
D

P
U
E

F
R
O
M

P
A
R
C
E
L

5
4
. A
D
J
U
S
T
E
D

P
U
E

A
N
D

T
C
E

O
N

P
A
R
C
E
L
S

19
6

A
N
D

19
7
. M
A
H
.
-Y5- PT Sta. 22+71.59
-Y5A- PC Sta. 12+00.00
75+00
80+00
PI Sta 18+25.56
D
L = 993.88'
T = 547.84'
R = 950.00'
-Y5-
-L- POT Sta. 79+25.00
-Y5- POT Sta. 24+04.15=
-L- POT Sta. 82+79.17
-Y7- POT Sta. 10+00.00=
-Y7- POT Sta. 13+99.02
END CONSTRUCTION
-L-
-
Y5
-
-
Y
7
-
SE= 0.04
DS= 35 MPH
ELEV=916.16'
-L- STA. 79+98.04 OFF 416.92' RT
N 867531 E 1653703
BM # 5
G
R
E
U

T
L-
2
2
0
+
0
0
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
52.50' (LT)
+80.00 -L-
78.95' (LT)
+80.43 -L-
95.00' (LT)
+00.00 -L-
78.66' (LT)
+50.00 -L-
105.00' (RT)
60.00' (RT)
+71.59 -Y5-
75.00' (LT)
+87.84 -Y5-
+10.00 -L-
66.40' (RT)
94.00' (RT)
85.00' (RT)
66.40' (RT)
+25.00 -L-
104.45' (LT)
+35.16 -L-
45.00' (RT)
+10.22 -Y7-
27.16' (RT)
+20.00 -Y7-
35.81' (LT)
+22.15 -Y7-
80.00' (LT)
+00.00 -Y5-
189 190
191
192
193 194
195
196
197
198 199
200
201
46
47
49
48
50
51
53
54
52
61
197A
50.00' (RT)
27.85' (RT)
+10.00 -Y7-
61
105.00' (RT)
+00.00 -Y5-
104.00' (RT)
92.00' (RT)
+60.00 -L-
82.00' (LT)
70.00' (LT)
+61.00 -L-
82.00' (LT)
70.00' (LT)
+72.00 -L-
67.29' (LT)
+30.00 -L-
32.61' (LT)
+35.00 -Y7-
150.00' (LT)
+35.00 -Y7-
108.33' (RT)
100.75' (RT)
+85.00 -L-
112.22' (RT)
100.91' (RT)
+96.00 -L-
98.64' (RT)
+11.31 -L-
64.30' (LT)
52.50' (LT)
+54.00 -L-
64.30' (LT)
52.50' (LT)
+75.00 -L-
55
40.00' (LT)
+71.59 -Y5-
65.00' (LT)
40.00' (LT)
+30.00 -Y5-
90.00' (RT)
+30.00 -Y5-
32.24' (LT)
+60.00 -Y7-
120.00' (LT)
+60.00 -Y7-
34.48' (LT)
+10.00 -Y7-
64.78' (LT)
52.50' (LT)
+10.00 -L-
65.00' (LT)
52.50' (LT)
+90.00 -L-
63.89' (LT)
52.50' (LT)
+65.00 -L-
63.48' (LT)
52.50' (LT)
+45.00 -L-
94.00' (RT)
80.00' (RT)
+30.00 -L-
60.21' (RT)
+45.00 -L-
86.00' (RT)
+55.00 -L-
+25.00 -L-
+45.00 -L-
178.00' (RT)
180.00' (RT)
+40.00 -L-
75.00' (RT)
+94.00 -L-
81.93' (RT)
+45.00 -L-
107.71' (RT)
78.05' (RT)
51.95' (RT)
+15.00 -L-
79.05' (RT)
51.96' (RT)
+26.00 -L-
105.00' (RT)
+30.00 -Y5-
90.00' (RT)
+70.00 -Y5-
71.41' (RT)
+14.00 -L-
+61.00 -L-
111.00' (RT)
END C/A
58.00' (RT)
51.92' (RT)
+54.77 -L-
PL (RT)
+53.86 -L-
104.00' (RT)
86.00' (RT)
+48.00 -L-
52.28' (RT)
+23.00 -L-
52.50' (LT)
+82.00 -L-
FF
FF
C
C
C
C
C
C C
C
CC
FF
F
C
C
C
F
C CC
F
F F F
F
F FF
FF
F F F
F F F
CCCC C C
C
C
C
CF
C
C
C
C F
C
C
1001
DI
DI
DI
DI
BDO
CB-F
CB-F
CB-G
CB-FCB-F
CB-F
CB-FCB-F
CB-G CB-G
CB-G CB-G
CB-G
CB-G
CB-G
1067
OEP
1039
1007
1008
1042
1002 1003
1004
1006 1005
1018
10171043
1035
1034
1033
1016
1036
1037
1038
10151014
1022
1040
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
R
E
M
O
V
E
1
5
"

15" 15" 15" 15"
15"
FS
FS
SEE DETAIL A
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
1048
1049 1050 1051 1052
FS FS
2GI-NSS
1053 1054 1055
1056
1057
15"
15"
15" 15"
1045
2GI-NSS
SEE DETAIL I
OF CURB DITCH
SPECIAL BACK
SEE DETAIL I
OF CURB DITCH
SPECIAL BACK
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL E
BERM DITCH
CB-F
1025
REMOVE REMOVE
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III 18" RCP-III
18" RCP-III 18" RCP-III
24" RCP-III
REMOVE
REMOVE
1046
CB-G
18" RCP-III 1065 CB-G
2
4
" RC
P-
III
36" RCP-III
2
4
"
R
C
P-III
24" RCP-III
24" RCP-III
1020
1026
1021
1023 1024
1019
CB-F
CB-F
DI
DI
15" RCP-III 15" RCP-III
15" RCP-III 15" RCP-III
15" RCP-III
1066
RCP-III
18"
RCP-III 18"2
4
"
NSS
2GI-
18" RCP-III
CB-F
DI
NSS
2GI-
CB-F
15" RCP-III
36" R
CP-III
24" RCP-III
SEE DETAIL H
SPECIAL CUT DITCH
RCP-III
18"
24"
1058
DI
SEE DETAIL G
W/CLASS B RIP RAP
LATERAL 'V' DITCH
F
L
O
W
A
B
L
E FI
L
L
P
L
U
G
W/
SEE DETAIL E
BERM DITCH
FLOWABLE FILL
PLUG W/
DIR
E
M
O
VE
R
EM
O
V
E
OF PIPE
REMOVE 33'
2
4
"
15"
2
ELBO
WS
2
4
"
18"
42"
4
2
"
4
2
"
NSS
2GIA-
42"
NSS
2GIA-
DITCH-SEE DETAIL I
OF CURB CUT
SPECIAL BACK
WOODS
WOODS
WOODS
WELL
POLESERVICE
V
A
R
. G
R
VAR
. GR
/S
OIL
CONC
1SFD
(DILAP.)
72" CHL
15"RCP
36" CONC
1SFD
STEPS
CONC
TANK
A/G LP
V
A
R
. G
R
BSTBSTBST
DK
1SFD
W/LT
12
"

R
C
P VAR
. GR
15" RCP
9
'

S
O
I
L
1SFD
STEPS
WD
C
O
N
C
H
T
R
BLK WALL
VAR. HT
P
O
L
E
S
E
R
V
IC
E
1S
F
D
L
T
5
4
"
C
O
N
C
12
"
R
C
P
V
A
R
. G
R
T
R
E
E
S
S
C
A
T
T
E
R
E
D
CANOPYWD
48" WWVAR
. GR
12
"
R
C
P
L
T
15
"

R
C
P
1S
F
D
B
S
T
10' BST
-BL- 170
-BY- 171
-BL- GPS R2577-6
WD RAMP
12" RCP
9
'

C
O
N
C
V
A
R
.

G
R
S
MTL
4
8
"
W
D

&

W
W
4
8
"
W
D

&

W
W
7
2
"

W
D
C
A
N
OP
Y
MTL
W/BSMT
1SBKD
(BK)
G
S
48" CHL 48" CHL
4
8
"
C
H
L 7
2
"

W
D
(BK)
G
CONC
STEPS
BLK
4
8
"
C
H
L
CONC
CONC
W/BSMT
1SBKD
STEPS
BK
BST
VAR. BST
W/LT
W
/
L
T 12
"

R
C
P
1S
B
K
D
9' BST
4
2
"
C
O
N
C
1S
B
K
D
4
8
"
B
K
VAR. CONC
12
"

H
D
P
E
10' CONC
W
/
L
T
48" CHL
4
2
"

C
O
N
C
1S
B
K
D
C
O
N
C
GATE
48" CHL
9' BST
12
"

R
C
P
1S
B
K
D
3
6
"

C
O
N
C
B
S
T
1S
B
K
D
3
6
"

C
O
N
C
8' BST
LT
VAR. BST
C
O
N
C
W/BSMT
1SBKD
42" CONC
V
A
R
. B
S
T
36" CONC
CONC
G
WOODS
WOODS
W/LT
1SFD
V
A
R.
C
O
N
C
VAR. BST
V
A
R.
B
S
T
48"
WD
4
8
"

W
D
48" WD
POST
MTL
POST
MTL
POST
MTL
15" RCP
LAMP
CANOPY
WD
TREES
SCATTERED
TREES
SCATTERED
WOODS
WOODS
WOODS
WOODS
V A R . B S T
-BY- 173
1
2
"
H
D
P
E
I
N
V
=
8
9
7.
6
3'
I
N
V
=
8
9
1.
4
2'
4"PVC
6"HDPE
V
A
R
. G
R
WELL
18
"

R
C
P
15"RCP18"RCPLOCATION
POSSIBLE JB
D
K
TANK
A/G LP
T
A
N
K
A
/
G

O
IL
4
8
"
W
D48" WD
48" WD
GATE
48" WD
12' CONC
VAR. SOIL
12
"
R
C
PW
E
L
L
H
O
U
S
E
W
E
L
L
48" CONC
B
L
K
W
A
L
L
V
A
R
.

H
T
12
"
R
C
P
G
R
P
U
M
P
S
E
P
T
IC
S
W/LT
WELL
36" CONC
15" RCP
BK WALL
VAR. HT
PUMP
SEPTIC
W
E
L
L
12
"

R
C
P
W/LT
SAT
4
8
"

C
H
L
G
A
T
E
4
8
"
C
H
L
18
"
R
C
P
GATE72" VINYL
POND
LANDSCAPE
US 158/ REIDSVILLE RD 28' BST
A
N
G
E
L

D
R

2
0
'

B
S
T

S
T
A
N
L
E
Y
A
V
E

2
0
'

B
S
T

UGAS MARKER
EOI EOI
6" UNK
8" CI 8" CI
6
"

D
I
6
"

D
I
6
"

C
I
6
"

C
I
E
IP
E
IP
E
IP
R
E
B
EIP
MON "CREWS"
EIP EIP
E
IP
E
IP
E
IP
E
IP
EIP
REB
REB
REB
REB
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
15
0
.
0
0
'
15
0
.
0
0
'
-BY- 171
-BL- 170
-BY- 173
-BL- GPS R2577-6
UGAS MARKER
6 ", UNK
EOI EOI
8 ", CAST IRON
8 ", CAST IRON
6

"
,

D
U
C
T
I
L
E

IR
O
N
6

",

D
U
C
T
IL
E

IR
O
N
6

"
,

C
A
S
T

IR
O
N
6

"
,

C
A
S
T

IR
O
N
DB 1024 PG 352
PB 10 PG 153
SUE G LITTLE
S 40°13'39" W
153.58'
S 40°28'54" W
69.83'
N 40°22'59" E
94.27'
S

5
0
°
0
2
'
4
4
"

E
6
6
.
5
4
'
S 39°57'16" W
100.00'
S 39°57'16" W
86.89'
S

5
0
°
0
2
'
4
4
"

E
4
3
.
4
6
'
S 39°57'16" W
186.92'
S

5
0
°
0
2
'
4
4
"

E
6
2
.
2
3
'
N

5
0
°
0
2
'
4
4
"

W
12
7
.
7
7
'
N

5
0
°
0
2
'
4
4
"
W
3
0
.
0
0
'
S 39°57'16" W
N 39°57'16" E 186.96'
S

5
0
°
16
'
18
"

E
7
6
.
2
6
'
S

5
0
°
16
'
18
"

E
2
3
.
7
4
'S 39°43'42" W
162.53'
S 39°43'42" W 161.86'
S

5
0
°
16
'
18
"

E
10
0
.
0
0
'
S

5
0
°
16
'
18
"

E
5
6
.
7
0
'
S

5
0
°
16
'
18
"

E
4
3
.
3
0
'
S

5
0
°
10
'
4
1"

E
2
0
2
.
17
'
S

5
0
°
0
9
'
3
9
"

E
2
0
2
.
0
9
'
S 39°44'44" W
100.00'
S 39°44'44" W
100.62'
S 39°42'17" W
200.09'
S 39°43'42" W
199.56'
S 39°44'14" W
190.81'
S 39°43'42" W
148.37'
S
2
6
°4
9
'2
6
" E
18
9
.8
3
'
N 38°36'52" E
213.95'
S 39°44'52" W
199.91'
N 39°43'42" E
99.38'
S 39°43'42" W
100.00'
N 39°11'22" E
132.04'
S

5
0
°
16
'
18
"

E
2
0
4
.
2
6
'
S 89°35'09"
W
265.96'
S 89°35'09"
W
127.00'
S 89°34'23"
W
92.79'S 00°25'37" E
231.24'
N 15°55'40" E
321.94'
N

5
0
°
16
'
3
1"

W
14
5
.
5
0
'
S 39°43'29" W
220.00'
S 00°13'29" W
148.08'
N

5
9
°
4
9
'
16
"

W
10
6
.
9
7
'
S 89°06'08"
W
836.39'
S

5
1°
17
'
2
6
"

E
2
2
2
.
5
0
'
S

5
0
°
0
2
'
4
4
"
E
15
6
.
7
3
'
S

5
0
°
0
2
'
4
4
"

E
15
6
.
8
5
'
S 89°00'50"
W
62.90'
WILLIAM R VAUGHN
DB 1840 PG 708
PB 10 PG 117
EDNA B HOWARD
SUE G LITTLE
DB 1024 PG 352
PB 10 PG 153
ROGER W MACKIE
LARRY E MACKIE
DB 552 PG 449
PB 10 PG 153
LARRY E MACKIE
DB 2375 PG 3088
PB 10 PG 153
PB 10 PG 153
DB 2931 PG 934
ROBERT T LAPOINTE
MARGARET F LAPOINTE
DB 3039 PG 4240
PB 10 PG 153
DB 1691 PG 3225
PAMELA S PICKLE
C
A
R
R
O
L
L

F

L
E
D
F
O
R
D
D
B

2
8
5
6

P
G

10
3
4
P
B

10

P
G

15
3
PB 17 PG 81
DB 3368 PG 1080
BENITA M BOWMAN
PB 17 PG 81
DB 885 PG 490
SANDRA R PARKER
DB 2115 PG 3350
JUDITH C PIERCE
PB 17 PG 81
PB 17 PG 81
PAMELA S MURRAY
DB 2106 PG 186
DOYLE L MURRAY
PB 17 PG 81
DB 3356 PG 2625
SUZANNE LINCOLN
JASON B LINCOLN
DB 2859 PG 2689
TRACIE B CARTER
ALEX T CARTER
DB 564 PG 121
JOHN E BEESON
NANCY P BEESON
DB 2861 PG 1268
DAVID W HUTTON
PB 17 PG 81
DB 2082 PG 3775
PB 17 PG 81
MEI D KING
ASTON S KING
PB 17 PG 81
DB 1601 PG 1694
TERRI S CHILDRESS
DANIEL G CHILDRESS
JERRY W BECK
DB 3269 PG 605
DB 953 PG 352
THOMAS W PALMER
CONNIE J PALMER
DB 2321 PG 1205
PB 10 PG 153
PB 10 PG 153
DB 3345 PG 3853
JOAN L CLARKE
PB 17 PG 81
DB 2263 PG 1354
EDDIE L PHELPS
DEUTSCHE BANK NATIONAL
TRUST COMPANY
DB 3262 PG 66
STEPHEN N CLARK
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.02
.01
.01
.02 .02
.02.02
.01
.00
EXIST.
TYP
.
2
0
'
+21.50
TY
P
.
2
0
'
+94.00
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
+
0
0
.0
0
.02
.01
.00
.01
.02
TYP
.
2
0
'
+23.50
EXIST.
.02.02
.00
3
0
'
2
3
'
12
'
12
'
12
'
12
'
4'
8
:
1
8
:1
8
:
1
4'
4'
8
:1
LT & RT
200' MEDIAN TAPER
+96.00 +94.00
12
'
12
'
12
'
12
'
12
'
12
'
4'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4
/
1/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
1
.
d
g
n
d
e
f
a
u
l
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 11
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

8
4
+
5
0

S
E
E

S
H
E
E
T

1
0
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

1
2
FOR -Y25- PROFILE SEE SHT. 49
FOR -Y8- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
-Y8- POT Sta. 15+00.00 -Y25- POT Sta. 15+00.00
85+00
90+00
95+00
15
+
0
0
15
+
0
0
-L- POT Sta. 87+58.96
-Y8- POT Sta. 10+00.00=
-L- POT Sta. 91+66.72
-Y25- POT Sta. 10+00.00=
-L-
-
Y8
-
-
Y2
5
-
-Y8- POT Sta. 12+58.00
END CONSTRUCTION
-Y25- POT Sta. 13+00.00
END CONSTRUCTION
ELEV=878.38'
-L- STA. 99+17.13 OFF 289.79' LT
N 869487 E 1654353
BM # 6
CAT-1
RAISED GRASS MEDIAN
71.69' (RT)
+65.41 -L-
30.00' (RT)
+00.00 -Y8-
30.00' (LT)
+00.00 -Y8-
71.89' (RT)
+45.00 -L-
71.69' (RT)
+50.00 -L-
30.00' (RT)
+15.00 -Y25-
50.00' (RT)
+50.00 -Y25-
30.00' (LT)
+15.00 -Y25-
50.00' (LT)
+03.99 -Y25-
69.44' (RT)
+80.00 -L-
+02.34 -L-
120.00' (LT)
+00.00 -L-
120.00' (LT)
+00.00 -L-
END C/A
78.11' (LT)
+50.00 -L-
85.00' (LT)
77.34' (LT)
+50.00 -L-
85.00' (LT)
76.91' (LT)
+00.00 -L-
BEGIN C/A
78.49' (LT)
202 203
205
204
206
208
209
210
211
212
213
61
64
65
93.33' (RT)
+44.79 -L-
75.00' (RT)
200.00' (LT)
180.00' (LT)
+99.02 -Y7-
200.00' (LT)
+70.00 -Y7-
103.48' (RT)
83.91' (RT)
+21.00 -L-
103.32' (RT)
86.64' (RT)
+26.00 -L-
206A
45.00' (LT)
30.00' (LT)
15.00' (LT)
+58.00 -Y8-
201
71.61' (RT)
+96.00 -L-
80.00' (RT)
+82.00 -L-89.08' (RT)
+44.00 -L-
46.88' (RT)
+00.08 -Y8-
82.89' (RT)
69.47' (RT)
+56.00 -L-
91.91' (LT)
79.58' (LT)
+40.00 -L-
91.91' (LT)
79.48' (LT)
+30.00 -L-
149.56' (LT)
120.00' (LT)
+07.00 -L-
150.56' (LT)
120.00' (LT)
+19.00 -L-
100.35' (LT)
78.51' (LT)
+80.00 -L-
77.75' (RT)
+79.00 -L-
82.21' (RT)
+89.00 -L-
90.42' (RT)
+08.00 -L-
105.13' (RT)
100.00' (RT)
+29.00 -L-
80.21' (RT)
+67.00 -L-
96.86' (RT)
+41.00 -L-
128.58' (RT)
+36.25 -L-
89.83' (RT)
71.33' (RT)
+85.00 -L-
114.74' (LT)
85.00' (LT)
76.91' (LT)
+90.00 -L-
111.51' (LT)
85.00' (LT)
76.61' (LT)
+24.00 -L-
116.62' (RT)
+00.49 -L-
75.00' (RT)
40.00' (RT)
30.00' (RT)
+70.00 -Y8-
75.00' (RT)
40.00' (RT)
30.00' (RT)
+00.00 -Y8-
50.00' (RT)
30.00' (RT)
+73.00 -Y25-
50.00' (LT)
+75.00 -Y25-
PUE
90.00' (RT)
84.67' (RT)
+95.00 -L-90.00' (RT)
85.55' (RT)
+65.00 -L-
45.00' (LT)
30.00' (LT)
+75.00 -Y8-
120.00' (LT)
+60.00 -Y7-
100.00' (RT)
75.00' (RT)
+10.00 -L-
100.00' (RT)
71.60' (RT)
+80.00 -L-
+60.00 -L-
30.00' (LT)
+00.00 -Y25-
100.88' (LT)
+07.00 -L-
34.00' (RT)
30.00' (RT)
+32.00 -L-
40.00' (RT)
30.00' (RT)
15.00' (RT)
+58.00 -Y8-
103.50' (LT)
77.05' (LT)
+82.00 -L-
103.50' (LT)
77.07' (LT)
+91.00 -L-
102.50' (RT)
69.92' (RT)
+34.00 -L-
101.50' (RT)
70.00' (RT)
+49.00 -L-
105.36' (RT)
100.00' (RT)
+38.00 -L-
CC
FF
F
C
F
C
C
FF
FFF
F
C
F
C
C
F
C
C
C
F
F
FF
CC
C
F
C
C
F
C C
C
1
5
"
1101
1102 CB-G
1103
CB-F
1107
CB-F
1105
1106
CB-F 1108
15" RCP-III
15"
RCP
-
I
I
I

REMOVE
CB-G
1110 1111
CB-G
1112CB-F
1113
CB-F
15" RCP-IV
15" RCP-IV
1109 W/5 SY GEOTEXTILE
1 TON CL B RIPRAP
2GIB-NSS
11161115
2GIB-NSS
REMOVE
SEE DETAIL I
CURB DITCH
SPECIAL BACK OF
1117
2GIB-NSS
15" RCP-III
18" RCP-III 1132
REMOVE
1134
2GIB-NSS
CB-G 1135
15" RCP-III 15" RCP-III
BDO
1136
15" RCP-IV
15"
OEP
OEP
DI
CB-F
CB-F
CB-G
CB-G
CB-E
CB-ECB-FCB-F
CB-F
CB-G
1130
BDO
OEP
1131
1123
1025
1115 1122
1121
1118
1116
1119
1124
1125
1126
1127
1128
1129
REMOVE
SEE DETAIL A
LATERAL 'V' DITCH
CB-F
18" RCP-III
18" RCP-III
18"
R
C
P-III
REMOVE
1155
CB-F
CB-G
1145
18" RCP-III
18" RCP-III
24" RCP-III
1137
JB w/MH
1138
JB w/MH
30" RCP-III
SEE DETAIL E
BERM DITCH
SEE DETAIL F
W/ CL B RIPRAP
BERM DITCH
SEE DETAIL A
LATERAL 'V' DITCH
R
C
P
-
III
2
4
"
R
C
P
-
III
2
4
"
DI
1160
GEO FAB
21 SY OF
RIP RAP W/
8 TONS CL B
1068
W/ 30 SY OF GEO FAB
22 TONS CL I RIP RAP
BDO
1120
30" RCP-IV
RCP-III
24"
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
CB-G
15" RCP-IV
FLOWABLE FILL
PLUG & FILL W/
SYSTEM
REMOVE
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL 'V' DITCH
1139
1
5
"

REMOVE
114215
"
R
E
M
O
V
E
R
E
M
O
V
E
1156
1157
REPLACE
REMOVE &
15" RCP-IV
1
5
"
15
"
1140
CB-E
SEE DETAIL F
W/ CL B RIPRAP
BERM DITCH
SEE DETAIL I
SPECIAL BACK OF CURB DITCH
SEE DETAIL E
BERM DITCH
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL Y
CURB DITCH
SPECIAL BACK OF
SEE DETAIL H
SPECIAL CUT DITCH
15
"
SEE DETAIL E
BERM DITCH
2 ELBOWS
18"
2 ELBOWS18"
2 ELBOWS
30"
15"30"
3
0
"
18"
30"
2 ELBOWS
15"
42"NSS
2GIA-
15" RCP-III R
C
P
-
I
I
I
1
5
"

WOODS
WOODS
WOODS
15" RCP
15"
R
C
P
1SFD
CONC
42"
9
'

B
S
T
VAR. BST
BARN
(BLK)
G
1
0'
C
O
N
C
48" BK
CONC 1SFD
DK
DK
WOODS
WOODS
WOODS
9
'

G
R
15" RCP
15" RCP
W/BSMT
1SBKD
16
'

C
O
N
C
10
.5
' C
ON
C
CONC
1SBKD
48" CONC
STEPS
WD
WOODS
WOODS
1 •SBKD
14' CONC
1SBKD
15
"
R
C
P
10' BST
VAR. BST
4
2
"
C
O
N
C
11' CONC
W
O
O
D
S
-BY- 175
-BY- 176
4
8
"

R
C
P
HW
13' CONC
INV=861.39'
INV=858.99'
42" RCP INV=863.49'INV=864.69'
C
O
N
C

H
W
IN
V
=
8
7
3
.
7
5
'
12
"

R
C
P
INV=864.78'
v
v
9
'

S
O
IL15" RCP
MTL MTL
WOODS
WOODS
WOODS
WOODS
12' CONC WW7' CONC WW
9' CONC HW
7' CONC WW
9' CONC HW
12' CONC WW
1-6
'x
6
' B
A
R
R
E
L
MTL MTL
1S
F
D
S
T
E
P
S
W
D
C
O
N
C
C
O
N
C
S
S
S
CANOPYMTL
C
O
N
C
VAR
. GR
8
0
"

V
I
N
Y
L
48" WD
W/BSMT
1SBKD
BK WALL
VAR. HT
S
4
8
"

C
H
L
4
8
"
C
H
L
LT
48" CONC
BK WALL
VAR. HT
T
A
N
K
A
/
G

L
P
10
'

C
O
N
C
CONC
9
.
5
'

C
O
N
C
CONC
WOODS
WOODS
15" RCP
8
' G
R
PA
V
E
R
S
C
O
N
C
1SBKD
C
O
N
C
v
v
B
R
ID
GE
WD
B R IDG E
W D
C
U
L
1
C
U
L
2
H
W
1
C
E
1
C
U
L
3
C
U
L
4
C
E
2
H
W
2
LAMP C
O
N
C
BK WALLVAR. HT
TANKA/G LP
48" CHL
48"
C
H
L
48" CHL
GATE48" CHL
42" CONC
V
A
R
.

H
T

B
L
K

W
A
L
L
3
6
"

W
D
GATE
60" CHL
6
0"
CHL
GATE
60" CHL
6
0
" V
IN
Y
L
W/60" VINYL
BLK WALL
VAR. HT 6
0
"C
H
L
BLK WALL
VAR. HT
42"
C
O
N
C
TANK
A/G LP
LAMP
60"
W
W
G
R
G
R
W/LT
15"
R
C
P
60" WD
FOUNTAIN
SGR
ARBOR
WD
C
O
N
C
L
A
M
P
C
O
N
C
W
A
L
L
V
A
R.
H
T
CONC WALL
VAR. HT
PAVERS
1
2
"
R
C
P
R
A
I
L
4
8
"
W
D
R
AI
L
4
8
"
W
D
15" RCP
S
6
0
"
CO
N
C
DI
S
T
O
P
=
8
8
6
.
2
9
'
CB
18" RCP
T
O
P
=
8
8
8
.
13
'
18" RCP
18"RCP
BK
WELL
TO DEAD END
TO LONG LEAF DR.
B
M
6
US 158/ REIDSVILLE RD 28' BST
T
R
AN
QU
IL
A
VE

19
' B
S
T
BST
PALALCE AVE 19' BST
30" C&G
30" C&G
EOI
8" CI
6
"
C
I
6
"
C
I
6" CI
EIP
R/W MON
EIP EIP EIP EIP REB
REB
R
E
B
EI
P
EIP
EIP
E
IP
R/W MONEIP
EXISTING R/W
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
-BL- 111
-BY- 175
-BY- 176
-BL- 112
VAR. BST
EOI
8 ", CAST IRON
6

",

C
A
S
T

IR
O
N
6
",
C
A
S
T
I
R
O
N
6 ", CAST IRON
WALTER S WATLINGTON
N

4
9
°
11'
15
"
W
7
0
.
0
0
'
S

4
9
°
5
0
'
5
5
"

E
2
18
.
6
3
'
S 30°09'06" W
303.53'
N

6
2
°
19'
4
7
"

W
2
5
7
.
0
0'
S 88°57'55" E
256.53'
S

4
5
°0
2
'4
5
"
E
2
0
0
.
6
5
'
N

4
4
°5
6
'
0
2
"
W
2
0
0
.
8
0
'
N
19°46
'14" W
231.84'
S 40°06'55" W
48.07'
S 39°57'15" W
141.00'
S 40°35'12" W
40.22'
S 39°50'46" W
65.94'
S 12 °4 2 '14 " E
2 2 4 .7 1'
S 39°50'46" W
26.00'
N

5
0
°
0
9
'
14
"

W
2
0
0
.
0
0
'
N

5
0
°
0
9
'
14
"

W
10
0
.
4
0
'
S 39°50'46" W
N

5
0
°
0
9
'
0
8
"

W
N

4
0
°0
4
'10
" W
2
0
0
.0
0
'
S

4
7
°14
'
16
"
E
10
0
.
0
0
'
S 40°12'44" W
213.66'
S 40°35'28" W
208.86'
S

4
7
°14
'
16
"
E
10
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
"
E
5
0
.
0
0
'
S

4
7
°14
'
16
"
E
10
0
.
0
0
'
S 47°14'16" E
13.51'
N 40°12'44" E
23.43'
N 86°56'16"
W
192.54'
N 13°21'34" E
203.06'
S

5
9
°
4
9
'
16
"

E
17
8
.
9
1'
N

5
9
°
4
9
'
16
"

W
10
6
.
9
7
'
N 89°23'16"
W
65.90'
N 00°48'44" E
40.00'
N 00°48'44" E
100.10'
N 00°48'44" E
71.18'
S 84°05'48" W
138.27'S 86°43'59"
W
107.04'DB 1216 PG 771
SHIRLEY P MOORE
PB 21 PG 69
CAROLYN G JONES
DB 2883 PG 1030
PB 21 PG 69
HOBART L JONES
PB 21 PG 69
DB 3000 PG 1866
YVETTA M GLENN
BOBBIE H MILLER
DB 1178 PG 762
DB 1185 PG 1778
PB 21 PG 69
PB 21 PG 69
EDWARD C THOMPSON
DB 1703 PG 418
WENDY W HELMENDACH
SIDNEY C WOOTEN
DB 2859 PG 4455
PB 21 PG 21
DB 2847 PG 359
MARY D THREADGILL
LEONARD J THREADGILL
TERESA PEDRAZA
DB 3291 PG 2225
PB 21 PG 21
ANTONIO P GONZALEZ-MARCO
DB 1041 PG 620
EARLINE W JOHNSON
DB 1934 PG 1191
WALTER L HARRIS
PATRICIA HARRIS
DB 1617 PG 3940
DB 1155 PG 273
NANCY BEESON
JOHN E BEESON
DB 549 PG 1
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
GOURLEY
DORENE T
PG 455
DB 786
D
B

9
5
3

P
G

3
5
2
E
D
N
A

B

H
O
W
A
R
D
TRACIE B CARTER
ALEX T CARTER
DB 2859 PG 2689
DB 564 PG 121
NANCY P BEESON
JOHN E BEESON
PATTY L DISHMAN
BOBBY H DISHMAN
SHANNON WRIGHT LOVE
MICHAEL LOVE &
DB 3400 PG 1339
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.04
.03
.02
.01
.00
.01
.02
.02.02
.01
.00
.01
.02
.02
.03
TYP
.
17
'
+77.96
TYP
.
17
'
+76.00
.04
.05
.06
.07
.04
.03
.02EXIST.
T
Y
P.
1
7'
+96.95
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
15
'
15
'
12
'
150' TAPER
+
2
6
.6
8
10'10'
12'-7"
4
'
8
:1
4'
8
:
1
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
3
/
7
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
2
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 12
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

9
8
+
0
0

S
E
E

S
H
E
E
T

1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

1
3
FOR -Y9- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHT. 34 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

6
8

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

0
3
-
0
8
-
2
0
2
2

-

A
D
D
E
D

D
R
I
V
E
W
A
Y
A
C
C
E
S
S

F
O
R

P
A
R
C
E
L

2
13
. B
V
E
.
-Y9- PT Sta. 12+83.63
-Y9- POT Sta. 10+00.00
15
+
0
0
105+00 110+00
100+00
PI Sta 11+62.09
D
L = 247.88'
T = 126.34'
R = 520.00'
-Y9-
SE= 0.04
DS= 35 MPH
-L- POT Sta. 100+08.10
-Y9- POT Sta. 16+03.54=
-Y9- PC Sta. 10+35.75
BEGIN CONSTRUCTION
-
Y
9
-
-L-
ELEV=878.38'
-L- STA. 99+17.13 OFF 289.79' LT
N 869487 E 1654353
BM # 6
-L-
GREU TYPE TL-3
CAT-1
GREU TYPE TL-3
CAT-1
CAT-1 CAT-1
GREU TYPE TL-3
G
REU

TL-
2
G
REU

TL-
2
RAISED GRASS MEDIAN
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
GREU TYPE TL-3
R = 50.00'
95.00' (RT)
+50.00 -L-
90.00' (RT)
+00.00 -L-
135.00' (RT)
+00.00 -L-
135.00' (RT)
+00.00 -L-
40.00' (RT)
+00.00 -Y9-
39.79' (RT)
+45.66 -Y9-
39.95' (LT)
30.00' (LT)
+35.75 -Y9-
40.00' (LT)
+00.00 -Y9-
40.00' (LT)
+00.00 -Y9-
40.00' (LT)
+50.00 -Y9-
45.00' (LT)
30.00' (LT)
+50.00 -Y9-
60.00' (LT)
+50.00 -Y9-
30.00' (LT)
+84.56 -Y9-
74.95' (LT)
+65.00 -L-
80.00' (LT)
+70.00 -Y9-
BEGIN C/A
74.34' (LT)
+80.00 -L-
81.10' (LT)
+20.00 -L-
120.00' (LT)
+50.00 -L-
120.00' (LT)
+60.00 -L-
END C/A
75.44' (LT)
+00.00 -L-
130.00' (LT)
+50.00 -L-
76.12' (LT)
+60.00 -L-
100.00' (LT)
76.36' (LT)
+90.00 -L-
74.02' (RT)
+65.00 -L-
30.00' (RT)
+80.00 -Y9-
105.30' (LT)
+20.00 -L-
214
215
216
217
218
219
220
66
67
68
69
70
71
72
110.00' (RT)
+80.00 -L-
90.00' (RT)
+03.93 -L-
80.00' (RT)
72.96 (RT)
+00.00 -L-
40.00' (RT)
30.21' (RT)
+50.00 -Y9-
77.12' (LT)
+25.00 -L-
213
30.00' (RT)
+49.00 -Y9-
40.00' (LT)
+50.00 -Y9-
154.04' (RT)
141.98' (RT)
+41.00 -L-
154.04' (RT)
143.63' (RT)
+49.00 -L-
170.75' (RT)
161.20' (RT)
+33.00 -L-
167.29' (RT)
155.30' (RT)
+43.00 -L-
173.94' (RT)
163.00' (RT)
+96.00 -L-
80.00' (RT)
72.88' (RT)
+50.00 -L-
173.73' (RT)
163.63' (RT)
+04.00 -L-
120.54' (RT)
+88.00 -L-
114.96' (LT)
97.34' (LT)
+16.00 -L-
116.48' (LT)
92.26' (LT)
+86.00 -L-
150.00' (RT)
133.19' (RT)
115.00' (RT)
+75.00 -L-
146.15' (RT)
+56.24 -L-
75.00' (RT)
54.03' (RT)
30.00' (RT)
+25.00 -Y9-
212
130.00' (LT)
+00.00 -L-
65
221
110.62' (LT)
95.24' (LT)
+51.00 -L-
88.50' (RT)
80.88' (RT)
73.10' (RT)
+93.00 -L-
110.28' (LT)
101.39' (LT)
74.56' (LT)
+21.00 -L-
FF
FF
F C
C
F
F
FF
F
F
F
F
FF
F
F F
FF
FFF
F F
F
FFFF
FF
F
F
C
F
C
F
C
C
F
C
C
F F
1201
1202
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE
15"
R
EM
O
V
E
1204
1203
CB-F
CB-G
1206
1208
1209
1207
1210
HW
JB w/MH
1212
CB-G
CB-G
1213
1211
CB-G 1214
CB-E
1215
CB-F 1216
CB-F
1217
CB-F
CB-F
1218
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
1219
CB-F
1220
CB-F 1221 1222CB-E 1223 CB-G 1224CB-G 1225 CB-G 1226CB-G
1227 DI
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
1228
W/5 SY GEOTEXTILE
1 TON CL B RIPRAP
SEE DETAIL L
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
CB-G
12291230
CB-G
1231
REMOVE SYSTEM
REMOVE SYSTEM
1232
CB-F
1233
CB-F
1234
15" RCP-IV
15" RCP-IV
15" 15"
1237
1235
1236
JB w/MH
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
1238
15" 15"
1246
1247
SEE DETAIL A
LATERAL V DITCH
REMOVEREMOVE
1241
2GIB-NSS
1239
1240 CB-G
15" RCP-IV 15" RCP-IV
SEE DETAIL R
BASE DITCH
STANDARD 4'
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
REMOVE
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL E
BERM DITCH
1243
JB w/MH
24" RCP-IV
24" RCP-IV
REMOVE
1
5
"

1244
1
5
"
REMOVE
R
E
M
O
V
E
HW
72" RCP-III
RCP-III
36"
NOT BURIED
6'x6' RCBC EXT.
NOT BURIED
6'x6' RCBC EXT.
W/78 SY GEOTEXTILE
38 TONS CL I RIPRAP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
1245
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
RCP-III72"
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL K
W/ CL B RIPRAP
PROTECTION
TOE
15" RCP-IV
15" RCP-IV
RIPRAP SEE DETAIL K
TOE PROTECTION W/ CL B
15" RCP-III
15"
RCP
-
IV

SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
DO NOT BURY
72" WELDED STEEL
TRENCHLESS INSTALLATION
CB-G
RCP-IV
24"
1242
JB W/MH
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
WELDED STEEL
INSTALLATION 72"
TRENCHLESS
SEE DETAIL P
W/ CL B RIPRAP
STANDARD 4' BASE DITCH
15" - 2 ELBOWS
2 ELBOWS
15"
2
E
L
BO
W
S
1
5"
2

E
LB
O
W
S
15
"
2 ELBOWS
24"
2

E
LB
O
W
S
15
"
15" RCP-III
1
5
"

4
8
"

C
H
L
W/BSMT
1SBKD
POLE
FLAG
15" RCP
8
'
G
R
15" RCP 15" RCP
9
' GR
9'
G
R
1SFD
W/LT
S
WOODS
WOODS
W/BSMT
1SBKD
D
K
12' CONC
T
R
E
E
S
S
C
A
T
T
E
R
E
D
D
K
W
/
B
S
M
T
1S
B
K
D
L
T
18' CONC
8' BST
12
"
R
C
P
48" VINYL
4
8
"
V
IN
Y
L
W
/
B
S
M
T
1S
B
K
D
T
R
E
E
S
S
C
A
T
T
E
R
E
D
20' CONC
W
/
L
T
2
0'
C
O
N
C
12" RCP
TREESSCATTERED
TREESSCATTERED
W/BSMT1SFD36" CONC
11' BST12
"

R
C
P
TREES
SCATTERED
T
R
E
E
S
S
C
A
T
T
E
R
E
D
12' CONC
9
' GR
WOODS
WOODS
WOODS
8
' B
S
T
LT
W/BSMT
1SFD
BST
48" CHL
TREES
SCATTERED
TREES
SCATTERED
TREES
SCATTERED
TREES
SCATTERED
18
" R
C
P
W/
F
E
S
2SBKD
DK
V
A
R
. C
O
N
C
36" CONC
7
2
" WD
72" WD
7
2
"

W
D
GATE
72" WD
1SBKD
DK
S
PAVERS
CONC
7
2
"

V
IN
Y
L
1SBKD
(BK)S
72" WD
DK
PAVERS
STONE
4
8
"
C
O
N
C
3
6"
C
ONC
V
A
R
. C
O
N
C
1SBKD
DK
18
.5
'

C
O
N
C
2
0
'

C
O
N
C
CONC
1SBKD
V
A
R
. C
O
N
C
S
CONC
STONE WALL
VAR. HT
CONC
19
.5
'

C
O
N
C
1SBKD
DK
48" CONC
(BK)
G
V
A
R
. C
O
N
C
DK
1 •SBKD
RAMP
WDLAMP
8
' B
S
T
-BL- 113
-BY- 178
18" RCP
W/FES
18
"
R
C
P
15" RCP
DK
VAR. CONC
34" CONC
W/
L
T
CONC
48"
DK
18
"

R
C
P
12
"
H
D
P
E
12
"

H
D
P
E
5 S E L E C
5S E L E C
CONC
36"
TANK
A/G OIL
W/LT
WELL
WELL
4
8
" WW
4
8
" WW
4
8
"

W
W
48"
W
W
GATE
MTL
GATE
MTL
CONC
30"
S
40"CONC
WELL
48" WD RAIL
4
8
"
W
W
48" WW
& WW
48" WD RAIL
12
"
R
C
P
8
"
H
D
P
E
L
O
C
A
T
IO
N
P
O
S
S
IB
L
E

J
B
D
I
18
" R
C
P
U
N
K
N
O
W
N
E
N
D
4
8
"
C
O
N
C
B
K

W
A
L
L
V
A
R
.

H
T
15" RCP
4
8
" C
O
N
C
36" CONCCONC
VAR.
18" RCP
18
"
R
C
P
LAMP
T
O
S
T
AN
LE
Y
C
T
.
60" VINYL RAIL
POND
LANDSCAPE
CONC
BST
S
E
R
E
N
E

S
T

19
'

B
S
T

S
T
AN
LE
Y
P
AR
K

R
D

2
7
' B
S
T

US 158/ REIDSVILLE RD 28' BST
30" C&G
PARADISE LN 18' BST
T
T
T
T
T
T T
E
O
I
EOI
6" UNK
2
"

U
N
K
2
"
UNK
2
"
U
N
K
8" CI
8" CI
6
"
D
I
6
"
C
I
6" CI
47 PG 101
LINE ESMT PB
PUB WATER
PB 47 PG 101
5' NEG ACCESS ESMT
PB 47 PG 101
10' UTIL ESMT
P
B

4
7

P
G

10
1
5
' N
E
G

A
C
C
E
S
S

E
S
MT
REB
EIP
EIP EIP EIP EIP EIP
EIPEIPEIPEIP
E
IP
E
IP
E
IP
REB
E
I
P
EIP
EXISTING R/W
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
DK
1 •SBKD
48" CONC
V
A
R
. C
O
N
C
GATE
MTL
GATE
MTL
8' S
OIL
DK
1 •SBKD
V
A
R
. C
O
N
C
48" CONC
3
6
"
CO
N
C
RAMP
WD
S
DKSAT
1SBKD
V
A
R
. C
O
N
C
V
A
R
. C
O
N
C
72" WD
7
2
"

W
D
7
2
"
W
D
DK
CONC
VAR. CONC
V
A
R
. C
O
N
C
2SBKD
48" CONC
72" WD
7
2
"
W
D
GATE
72" WD
SAT
V
A
R
.

H
T

B
K

W
A
L
L
GATE
72" WD
TREES
SCATTERED
-BL- 114
15
"

H
D
P
E
1SBKD
42" CONC
BM7
60" VINYL RAIL
60" VINYL RAIL 60" V
IN
Y
L
R
A
IL
60" V
IN
Y
L
R
A
IL
T T
PB 47 PG 101
5' NEG ACCESS ESMT
PB 47 PG 101
10' UTIL ESMT
EIP EIP EIP EIP EIP
EXISTING R/W
EXISTING R/W
-BL- 113
-BY- 178
-BL- 114
REB
P
R
O
P
E
R
T
Y

L
IN
E
E
X
IS
T
IN
G

R
/
W=
P
R
O
P
E
R
T
Y

L
IN
E
E
X
IS
T
IN
G

R
/
W=
T
T
T
T
T
T T T T
6 ", UNK
2

",

U
N
K
2
"
, UNK
2

",

U
N
K
E
O
I
EOI
8 ", CAST IRON
6

",

D
U
C
T
IL
E

IR
O
N
6

",

C
A
S
T

IR
O
N
6 ", CAST IRON
8 ", CAST IRON
S 39°56'05" W
98.57'
N

5
0
°
0
9
'
0
8
"

W
S 39°49'59" W
112.89'
S

5
0
°
10
'
0
1"

E
2
10
.
6
4
'
S

5
0
°
0
9
'
2
3
"

E
2
10
.
6
9
'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
N

5
0
°
0
8
'
0
7
"
W
2
10
.
6
3
'
S

5
0
°
0
9
'
5
8
"

E
2
10
.
5
9
'
N

5
0
°
10
'
0
1"

W
2
10
.
6
1'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S

5
0
°
0
9
'
2
7
"

E
2
10
.
6
0
'
2
10
.
5
9
'
N 05°54'36" W222.69'
N 05°54'36" W99.19'S
7
5
°
2
9'
4
7
"
E
5
0.
2
2'
N 38°56'46" E 280.21'
N 39°41'46" E
130.00'
N 39°48'57" E
197.49'
S
7
1°
0
7'
4
8
"
E
2
3
1.
9
4'
N

5
3
°
11'
14
"

W
9
8
.
6
0
'
N

5
0
°
0
8
'
14
"

W
5
0
.
0
0
'
N

5
0
°
0
8
'
14
"
W
5
0
.
0
0
'
N

5
0
°
0
8
'
14
"

W
10
0
.
0
0
'
S 39°55'31" W
200.63'
N 39°51'46" E 200.17'
N

5
0
°
12
'
3
0
"

W
9
9
.
9
3
'
N 39°28'25" E
170.06'
N 39°45'50" E
100.00'
N

4
0
°0
5
'0
0
" W
19
9
.9
9
'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
N

5
0
°
10
'
0
1"

W
S

5
0
°
10
'
3
7
"

E
2
10
.
4
9
'
N

5
0
°
0
9
'
4
5
"

W
2
10
.
4
7
'
N

5
0
°
10
'
19
"

W
2
10
.
4
2
'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
N

5
0
°
0
9
'
4
8
"
W
2
10
.
5
7
'
N

5
0
°
11'
10
"

W
2
10
.
6
1'
N 05°54'36" W720.82'
GOURLEY
DORENE T
PG 455
DB 786
BOBBY H DISHMAN
PATTY L DISHMAN
DB 2236 PG 3460
PB 21 PG 21
DB 3318 PG 2081
PB 47 PG 101
PB 47 PG 101
DB 2706 PG 1370
BERNESSA MCNEALY
MARK MCNEALY
PB 47 PG 101
DB 3302 PG 564
TIFFANY B LYON
JEREMY D LYON VICTOR L DEJESUS
YOLANDA DEJESUS
DB 3360 PG 3386
PB 47 PG 101
PB 47 PG 101
DB 3497 PG 4281
PB 47 PG 101
MAXINE L WHITNEY
DB 2893 PG 4273
JONATHAN SHERBOURNE
VERONICA SHERBOURNE
PB 47 PG 101
DB 2800 PG 2673
PB 47 PG 101
DB 2917 PG 3684
JOSEPH A O'BRIEN
MICHAEL P LEWIS
MARGERY R LEWIS
DB 2903 PG 3386
PB 47 PG 101
PB 47 PG 101
DB 2620 PG 3332
GLORIA M GATLING
CECIL L GATLING
PB 47 PG 101
DB 2646 PG 4354
TRIXIE GADSON
MARCUS GADSON
PB 47 PG 101
DB 2698 PG 2826
CRAWFORD-MILLER
RONESHA T
DB 2205 PG 808
LISA M PARKER
MICHAEL C PARKER
JAMES S WILKS
DB 1757 PG 3004
PB 23 PG 105
DAVID G SINK
HAZEL SINK
DB 1426 PG 1115
PB 23 PG 105
PB 23 PG 105
DB 1318 PG 664
GARY L WRIGHT
PB 23 PG 105
DB 3266 PG 3788
DB 2781 PG 1424
JEFFREY A MIDKIFF
DB 3290 PG 3604
DEBORAH S HALEY
TIMOTHY L HALEY
PB 23 PG 105
PB 23 PG 105
DB 3312 PG 1
ABACITA M LOPEZ
CARLOS D LOPEZPB 23 PG 105
DB 1450 PG 862
DERESA TAYLOR
RONALD W TAYLOR
PROPERTIES LP
AMH NC
HACKADAY
RANDY C
HACKADAY
LYNNE D
PG 3823
DB 2580
PB 47 PG 101
JESELYN VAZQUEZ
E
E
E
E
E E E E E E E E E E E E E E E E E E
12
'
12
'
12
'
12
'
12
'
12
'
.05
.04
.01
.00
.01
.02
+79
.51
.02
.01
.00
.03
.02
.04
EX
IST
.
TYP
.
2
0
'
+49
.76
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'3
0
'
.02.02
.01
.00
.01
.02
.03
.04
T
YP
.
2
0
'
+69.91
.02
.02
EXIST.
12
'
150' TAPER
150' TAPER
12
'
12'-7"
.04
.04
.03
.02
.02
.03
TYP.
2
0
'
12
'
12
'
12
'
12
'
12
'
12
'
18'18'
8
:1
8
:
1
2
0
0
'

T
A
P
E
R

T
O

E
X
I
S
T
51.13' LT
-L- +16.09
4'
4'
4'
8
:1
+
0
0
.0
0
+
7
9
.9
7
12
'
12
'
12
'
-
L
-
+
6
7
.5
5

3
9
'

L
T
R
=75'
R =4 0 '
16
.5
'
8
:
1
DO NOT DISTURB
DO NOT DISTURB
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10
/
2
5
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
3
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 13
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
1
1
+
0
0

S
E
E

S
H
E
E
T

1
2
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
2
4
+
5
0

S
E
E

S
H
E
E
T

1
4
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED FOR -D2- PROFILE SEE SHT. 49
FOR -D1- PROFILE SEE SHT. 46
FOR -Y11- PROFILE SEE SHT. 46
FOR -Y10- PROFILE SEE SHT. 45
FOR -L- PROFILE SEE SHTS. 34-35
SEE SHEET 2B-3
FOR INTERSECTION DETAILS,

R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
2
5
-
2
0
2
1
-

U
P
D
A
T
E
D

P
R
O
P
E
R
T
Y
O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

A
N
D

A
D
D
E
D

D
O

N
O
T

D
I
S
T
U
R
B

T
O

P
O
N
D

F
O
R

P
A
R
C
E
L

N
O
. 2
2
6
. B
V
E
-Y11- POT Sta. 10+00.00
115+00 120+00
-L- POT Sta. 112+63.73
-Y10- POT Sta. 10+00.00=
-L- POT Sta. 115+60.12
-Y11- POT Sta. 15+30.91=
-
Y10
-
ELEV=929.99'
-L- STA. 122+27.74 OFF 287' RT
N 870883 E 1656287
BM # 7
-L-
-
Y11-
-Y11- POT Sta. 11+30.00
BEGIN CONSTRUCTION
-Y11- POT Sta. 12+00.00
TIE TO EXISTING
BEGIN WIDENING
CONCRETE ISLAND
CONCRETE ISLAND
-Y10- POT Sta. 12+77.76
TIE TO EXISTING
END CONSTRUCTION
-D1- POT Sta. 10+00.00
-Y11- POT Sta. 13+18.59 =
-D1- POT Sta. 11+50.00
-D2-
-L- POT Sta. 111+60.09
-L- POT Sta. 113+10.00
-D2-
PI Sta 10+88.86
D
L = 66.30'
T = 39.05'
R = 50.00'
PI Sta 11+89.34
D
L = 58.08'
T = 34.76'
R = 42.00'
-D2- POT Sta. 10+00.00
-D2- PC Sta. 10+49.81
-D2- POT Sta. 12+63.51
-D2- PT Sta. 12+12.65
-D2- PT Sta. 11+16.11
-D2- PC Sta. 11+54.58
104.00' (LT)
74.69' (LT)
+00.00 -L-
74.34' (LT)
+10.00 -L-
30.00' (RT)
+35.00 -Y11-
+45.00 -Y11-
50.00' (RT)
75.00' (RT)
50.00' (LT)
30.00' (LT)
+05.00 -Y11-
+05.00 -Y11-
50.00' (LT)
145.00' (LT)
+85.00 -Y11-
50.00' (LT)
30.00' (LT)
+35.00 -Y11-
105.00' (LT)
+55.00 -L-
73.97' (LT)
+10.00 -L-
105.00' (LT)
+00.00 -L-
40.00' (RT)
21.00' (RT)
+77.76 -Y10-
+77.76 -Y10-
37.02' (LT)
45.00' (LT)
74.29' (RT)
+00.00 -L-
50.00' (RT)
30.00' (RT)
+00.00 -Y11-
30.00' (RT)
+40.00 -Y11-
102.00' (LT)
85.00' (LT)
+70.00 -L-
221
222 223
224 225
226
227
228
232
233
234
73
74
75
76
77
78
80
72
110.00' (LT)
97.50' (LT)
+50.00 -L-
85.00' (RT)
+50.00 -L-
230.00' (RT)
+09.45 -Y11-
228.00' (RT)
+87.00 -Y11-
90.00' (LT)
+00.00 -L-
90.00' (LT)
74.95' (LT)
+85.00 -L-
110.00' (LT)
90.00' (LT)
+85.00 -L-
58.00' (RT)
+15.00 -Y10-
30.00' (RT)
+27.84 -Y11-
119.57' (RT)
109.40' (RT)
+46.00 -L-
118.08' (RT)
108.57' (RT)
+55.00 -L-
92.53' (RT)
74.44' (RT)
+90.00 -L-
129.67' (LT)
+16.00 -L-
21.48' (RT)
+57.00 -Y10-
50.22' (RT)
+54.85 -Y10-
92.69' (RT)
+05.00 -L-
125.98' (LT)
101.25' (LT)
74.24' (LT)
+75.00 -L-125.98' (LT)
99.75' (LT)
74.27' (LT)
+05.00 -L-
88.92' (LT)
+91.00 -L-
94.73' (LT)
85.00' (LT)
76.30' (LT)
+35.00 -L-
98.15' (LT)
76.39' (LT)
+23.00 -L-
43.94' (LT)
+59.00 -Y10-
38.03' (LT)
+62.00 -Y10-
53.00' (RT)
45.00' (RT)
+30.00 -Y10-
60.00' (RT)
50.00' (RT)
+75.00 -Y10-
145.00' (LT)
50.00' (LT)
+50.00 -Y11-
50.00' (RT)
+26.00 -Y11-
75.19' (LT)
+20.00 -L-
95.00'(LT)
+35.00 -L-
30.00' (RT)
+10.00 -Y11-
74.68' (RT)
+23.00 -L-
75.00' (RT)
+84.00 -Y11-
38.48' (LT)
+10.00 -Y10-
F F
F F
F
C
C C
FF
FF
FFFF
F
F
F
F
F
F
C F
C
F
C
F
F
C
C C
F
C
C C
C C
F
F
F
C
F
C
C
C
CB-G
1301
REMOVE SYSTEM
REMOVE
REMOVE
REMOVE
CB-F
13021303
CB-F
1304
CB-F 15" RCP-IV
15" RCP-IV
15
"
RC
P
-
IV
CB-G
1306
CB-G
1305
1309
1308
DI
DI
1314
1313 1312
CB-G
CB-G CB-G
1311
CB-G
1310
REMOVE
15" RCP-IV
15" RCP-IV 15" RCP-IV 24" RCP-IV
15
"

15
"
1316
1317
1318
R
E
M
O
V
E
REM
O
VE
1319
13211322
132313241325
1326
1327
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
CB-F
CB-G CB-G
CB-F
CB-FCB-F
2GI 30" RCP-IV
SEE DETAIL B
LATERAL 4' BASE DITCH
SEE DETAIL B
LATERAL 4' BASE DITCH
REMOVEREMOVE
RETAIN
1
8
"

SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL V DITCH
1328
2GIB-NSF
FS
SEE DETAIL A
LATERAL V DITCH
24
"
RCP
-IV
CB-F
1307
SEE DETAIL A
LATERAL V DITCH
BASE DITCH SEE DETAIL S
SPECIAL CUT 4'
1
5
"
R
C
P
-
I
I
I

W/21 SY GEOTEXTILE
8 TON CL B RIPRAP
1320
SYSTEM
REMOVE
GEOTEXTILE
RIPRAP W/7 SY
2 TON CL B
24"
RCP-IV
RCP-IV
15"
R
C
P
-
III
1
5
"
W/ FLOWABLE FILL
PLUG & FILL
W/ FLOWABLE FILL
PLUG & FILL
SEE DETAIL I
CURB DITCH
SPECIAL BACK OF
CB-F 1331
1330
RCP-IV
24"
15" RCP-IV
1332
DI
RCP-III
15"
15
"
RC
P-
IV
30"
R
C
P
-
I
II
1
5
"
SEE DETAIL C
W/ CL B RIPRAP
BASE DITCH
LATERAL 4'
R
E
T
A
I
N
GATE
MTL
8' S
OIL
S
6
0
" MT
L
GATE
MTL
WOODS
WOODS
1 •SBKD
DK
48" CONC
72" WD
7
2
"

W
D
72" WD
7
2
"

W
D
CONC
1 •SBKD
48" CONC
V
A
R
. C
O
N
C
VAR. HT BK WALL
PA
V
ER
BK
CONC
DK
(BK)
G
G
A
T
E
7
2
"

W
D
W/BSMT
2SBKD
42" CONC
B
K

W
A
L
L
V
A
R
.

H
T
V
A
R
. C
O
N
C
7
2
"

W
D
72" WD
72" BK
2SBKD
42"
C
O
N
C
DK
V
A
R
. C
O
N
C
DK
2SBKD
CONC
V
A
R
. C
O
N
C
72" WD
7
2
"

W
D
7
2
"
W
D
DK
1 •SBKD
36" CONC
PAVERS
CONC
3
6
"

C
O
N
C
GATE
72" WD
GATE
72" WD
TREES
SCATTERED
TREES
SCATTERED
SAT
DK
48" C O N C
VAR. CONC
(CHURCH)
1SBK
60" CONC 60" CONC
6
0
"

C
O
N
C
GR
GR GR GR
1SFD
BOLLARD
MTL
VAR
. C
ONC
S
BK
8
'

G
R
8
'

G
R
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
-BL- 115 -BL- 116
8" VC 8" VC
8
"
V
C
8" DI
BK WALLSVAR. HT24" RCPINV=870.55'
INV=866.57'
CHANGE OF PIPEUNK LOC. FORVAR
. GR
CONC
C
O
N
C
B
K
W
ALLS
V
A
R.
HT
BK
WALLS
VAR. HT
C
O
NC
9.5' CONC
18" RCP
DI
U
N
K
N
O
W
N
E
N
D
W
O
O
D
S
WOODS
WOODS
TREESSCATTERED
CONC
W
/
L
T
BST
WOODS
CONC WALL
VAR. HT
S
MTL
WELL
MON.
6
" C
O
N
C

C
U
R
B
6
"
C
O
N
C

C
U
R
B
BST
12" RCP
RAMP
WD
15" RCP 15" RCP
1SFD
CONC
VAR
. GR
VAR. GR
VA
R
. GR
W/BSMT
1SBKD
48" CHLS
-BY- 180
DK
STEPS
WD
HOUSEWELL
SPRING HEAD
POSSIBLE
30"
R
C
P
18"
H
DP
E
C
H
A
N
G
E
OF
PIP
E
U
N
K
L
O
C.
F
O
R
3
6
"
CO
N
C
19
'

C
O
N
C
5S ELEC
5S ELEC
WELL
S
VAR. HT BK WALL
STEPS
BK
2SBKD
2
1'

C
O
N
C
1
2'
C
O
N
C
OTCB
UNK SIZE/MAT.UNK SIZE/MAT.
U
N
K

S
IZ
E
/
M
A
T
.
OTCB
OTCB
OTCB
18" HDPE
LOCATION
POSSIBLE JB
18
"

R
C
P
18" RCP
34" CONC
LAMP
CONC 60"W W
CONC
BM8
60" VINYL RAIL 60" VINYL RAIL
60" V
IN
Y
L
R
A
IL
60" VINYL RAIL
BST
O
LD

B
E
L
E
WS

C
R
E
E
K

R
D

2
2
'

B
S
T

M
O
N
O
L
IT
H
IC

C
O
N
C

IS
L
A
N
D
B
S
T
BST
US 158/ REIDSVILLE RD 28' BST
T T T
T
T
T
EOI
12
"

C
I
PB 47 PG 101
5' NEG ACCESS ESMT
P
B

4
7

P
G

10
1
2
0
'

P
V
T

D
R
A
IN

E
S
M
T
PB 47 PG 10120' PVT DRAIN ESMT
PB 47 PG 101
20' PVT DRAIN ESMT
PB 47 PG 101
10' UTIL ESMT
EIP EIP REB R/W MON
N
A
IL
E
IP
EIP
R/W MON
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EIP
15
0
.
0
0
'
EXISTING R/W
EXISTING R/W
EIP
E
IP
EIP
EIP
EIP
E
X
IS
T
IN
G

R
/
W
60.00'
-BL- 115 -BL- 116
-BY- 180
1SBLKBUS
EXISTING R/
W
(
P
E
R

P
L
A
N
S
)
E
N
C
A
S
E
M
E
N
T
3
3

L
.
F
.

O
F

16
"

S
T
E
E
L
T T T
T
T
T
EOI
12

"
,

C
A
S
T

IR
O
N
DB 3287 PG 1601
PB 47 PG 101
PB 47 PG 101
DENNIS M MORIARTY
WENDY MORIARTY
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
N

5
0
°
10
'
0
1"

W
2
10
.
9
0
'
N

5
0
°
13
'
11"

W
2
11.
11'
N

5
0
°
10
'
0
1"

W
2
11.
0
9
'
N

5
0
°
10
'
0
1"

W
2
11.
19
'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
95.00'
S 39°49'59" W
115.00'
N

5
0
°
10
'
0
1"

W
2
11.
2
9
'
S

5
0
°
0
9
'
3
1"

E
2
11.
2
3
'
N 39°49'59" E
175.49'
S

6
5
°
4
7'
2
2
"
E
2
1
9
.
2
7'
S

6
5
°
4
7'
2
2
"
E
5
0
5
.
8
4'
S

6
5
°
4
7'
2
2
"
E
6
5
9
.
4
7'
S

6
5
°
4
7'
2
1
"
E
5
6
0
.
2
6'
66.00'
2
9
5
.4
3
' E
IP

T
O

C
O
R
2
9
0
.6
9
' R
W
T
O

C
O
R
6
0
9
.5
3
'
462.82'
6
7
.0
8
'
F
O
R
S
Y
T
H
C
O
U
N
T
Y
S
2
3
°3
8
'0
2
" E
4
0
.0
9
'
S

4
2
°3
4
'0
5
" E
4
8
6
.2
1'
N
6
3°
3
3'
2
2
"
E
9
7.
4
3'
N 2
4
°2
2
'0
7
" W
2
6
7
.0
2
'
N
2
4
°3
8
'16
" W
3
0
0
.3
7
'
N
2
4
°2
7
'0
9
" W
2
3
5
.4
9
'
0
.
6
3
'
S

5
5
°2
1'
4
3
" W
2
8
3.
9
4'
N 18°08'14" E
88.64'
S 83°00'06"
W
29.21'
DB 2205 PG 808
LISA M PARKER
MICHAEL C PARKER
CHARLES E ROBERTSON
SIN C ROBERTSON
DB 1671 PG 207
SIN ROBERTSON
B 1562 PG 1589
CHARLES E ROBERTSON
CHARLES E ROBERTSON
SIN C ROBERTSON
DB 2245 PG 721
MONIQUE RENEE PERRIN MACHADO
JAMES G. MACHADO &
DB 2953 PG 1387
DB 2233 PG 1881
LISA M. PARKER
MICHAEL C. PARKER
DB 3191 PG 900
PB 47 PG 101
FAMILY TRUST
FORSYTH KELLYS TRAIL
X000081405 MORRIS FARMS
DB 2856 PG 4160
PB 47 PG 101
EBONI D BROOKS
TERRENCE S BROOKS &
PB 47 PG 101
MARQUESE D SAMUELS
DB 2818 PG 3518
PB 47 PG 101
PB 47 PG 101
DB 2599 PG 696
LEILA C WALL-BROWN
HILBERT D BROWN
DB 2709 PG 1868
LINDA P WILLIAMS
TERRY WILLIAMS
BRENDA BALL
WALDEN G. BALL
DB 1215 PG 654
JASON A. STEWART
DB 2589 PG 4046
BRENDA BALL
WALDEN G. BALL
CITY VIEW VOLUNTEER FIRE DEPARTMENT, INC.
DB 1702 PG 3126
DB 2141 PG 4164
SAUNDRA L. HERNON
JOHN M. HERNON
HACKADAY
RANDY C
HACKADAY
LYNNE D
PG 3823
DB 2580
T
O
W
N
O
F
W
A
L
K
E
R
T
O
W
N
DB 2817 PG 1752LASLEY
DANIEL RAY
DB 2817 PG 1752
HARVEST BAPTIST CHURCH
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
12
'
.02.02
.01
.00
.01
.02
.03
TYP
.
18
'
.02
.03
.04
EXIST
.02
18
'
TYP
.
+25.20
+01.80
12
'
10
'10
'
150' TAPER
150' TAPER
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
2
TYP.
14'
+
8
1
.
8
1
TYP.
14'
+
7
5
TAPER
100'
G-RAIL R=25'
SHOP CURVED
+
0
0
.045
.045.021
EXIST
4'
8
:
1
4'
8
:1
16
.5
'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
12
/
16
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
4
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 14
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
2
4
+
5
0

S
E
E

S
H
E
E
T

1
3
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
3
8
+
5
0

S
E
E

S
H
E
E
T

1
5
S
E
E

S
H
E
E
T

1
5
-
Y
1
4
-

S
T
A
.

1
1
+
5
0
M
A
T
C
H
LI
N
E
FOR -Y14- PROFILE SEE SHT. 46
FOR -Y12 PROFILE SEE SHT. 46
FOR -L- PROFILE SEE SHT. 35
ADT 2040
ADT 2017
-L- US 158
-L- US 158
TRAFFIC DIAGRAM
23,100
17,500
24,700
18,600
990
675
200
100
-Y12- OLD BELEWS CREEK RD.
2,200
1,500
1,100
750
1,100
750
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
SEE SHEET 2B-3 & 2B-4
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

8
2

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
135+00
130+00
20+00
-
Y12
-
-Y12- PT Sta. 21+46.10
-Y12- PC Sta. 19+73.36
-Y12- POT Sta. 23+15.95
-Y14- POT Sta. 10+00.00=
-L- POT Sta. 136+53.78
-Y12- POT Sta. 24+74.20=
PI Sta 20+65.53
D
L = 172.75'
R = 200.00'
-Y12-
T = 92.18'
DS= EXIST
-L-
CAT-1
GREU TYPE TL-3
CAT-1
ATTENUATOR
CONCRETE ISLAND
CONCRETE ISLAND
CONCRETE ISLAND
125+00
10+00
-Y12- POC Sta. 21+23.00
BEGIN CONSTRUCTION
-Y12- POT Sta. 22+00.00
SE= EXIST.
-Y12- POT Sta. 19+00.00
AT-1
74.82' (LT)
+05.00 -L-
90.00' (RT)
+50.00 -Y12-
30.00' (RT)
+70.00 -Y12-
90.00' (RT)
+00.00 -Y12-
30.03' (RT)
+30.00 -Y12-
30.00' (LT)
+65.00 -Y14-45.00' (LT)
+52.31 -Y14-
30.00' (LT)
+45.00 -Y12-
40.00' (LT)
30.00' (LT)
+90.00 -Y12-
235
236
237
238
239
240
241
242
243
244
245
81
82
83
75.42' (LT)
+47.00 -L-125.00' (LT)
+00.00 -L-
END C/A
125.00' (LT)
90.00' (LT)
75.50' (LT)
+10.00 -L-
234
84
80
129.03' (RT)
118.51' (RT)
+84.00 -L-
129.06' (RT)
118.57' (RT)
+90.00 -L-
149.52' (LT)
125.00' (LT)
+03.00 -L-
150.03' (LT)
123.25' (LT)
+95.00 -L-
102.30' (RT)
66.40' (RT)
30.00' (RT)
+16.00 -Y12-
101.36' (RT)
80.20' (RT)
30.00' (RT)
+51.00 -Y12-
85
45.00' (LT)
+07.47 -Y14-
30.00' (LT)
+07.47 -Y14-
44.86' (LT)
40.00' (LT)
30.00' (LT)
+36.00 -Y12-
115.00 (RT)
74.11' (RT)
+45.00 -L-
115.00 (RT)
89.04' (RT)
74.10' (RT)
+10.00 -L-
98.72' (RT)
74.09' (RT)
+29.00 -L-
100.00' (RT)
74.12' (RT)
+30.00 -L-
100.00' (RT)
74.12 (RT)
+00.00 -L-
74.11' (RT)
+50.00 -L-
118.22' (LT)
90.00' (LT)
75.19' (LT)
+58.00 -L-
113.10' (LT)
90.00' (LT)
75.21' (LT)
+41.00 -L-
45.00' (RT)
+45.00 -Y12-
BEGIN C/A
74.03' (RT)
+70.00 -L-
110.00' (RT)
+65.00 -L-
92.00' (RT)
80.00' (RT)
74.09' (RT)
+83.00 -L-
103.32' (RT)
+40.00 -L-
78.89' (RT)
+50.00 -L-
89.79' (RT)
+73.00 -L-
END C/A
74.10' (RT)
+50.00 -L-
95.00' (RT)
+50.00 -L-
90.00' (LT)
+80.00 -L-
BEGIN C/A
75.30' (LT)
+80.00 -L-
84
90.00' (LT)
+66.21 -L-
PL (RT)
+39.52 -L-
74.02' (RT)
+13.00 -L-
C
FF
F
C
F C
C
CC
C
C
F
FF
C
F
F
C
F
F
F
F
F C
F F
F F
FF
CC
C
CB-G
1402 1403
CB-G
1404
CB-G
1401
1405 CB-F 1406
CB-F
1407
CB-F
1408 CB-F 1409 CB-F
SEE DETAIL B
LATERAL 4' BASE DITCH
REMOVE JB
RETAIN SYSTEM
RETAIN SYSTEM
RETAIN SYSTEM
15" RCP-IV
15" RCP-IV
15"
R
C
P-I
V 15" RCP-IV
15" RCP-IV
W/21 SY GEOTEXTILE
8 TON CL B RIPRAP
1410
1411
CB-F 1414 CB-F
1412
CB-F
1413
DI
1415
CB-F
1417
CB-G
1418
CB-G
1419
CB-G
1420
DI 1421
CB-G
1422
CB-G
15" RCP-IV 15"
RCP
-
IV
RCP-IV
15" BDO
BDO
1423
SEE DETAIL E
BERM DITCH SEE DETAIL E
BERM DITCH
SEE DETAIL O
W/ CL B RIPRAP
BERM 4' BASE DITCH
1424
1426
2GIB-NSS
2GIB-NSS
1425
15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV
2GI
2GI
FS
FS
1427
1428 15" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL E
BERM DITCH
SEE DETAIL O
BERM 4' BASE DITCH
FS
FS
FS
REMOVE REMOVE
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
1429
JB w/MH
3
0
"
R
C
P
-
I
V
RC
P
-
III
3
0
"
1435
CB-G
15" RCP-III
15"
RC
P-III
1436 DI
15" RCP-IV
W/ FLOWABLE FILL
PLUG & FILL
W/ CL B RIPRAP SEE DETAIL F
BERM DITCH
15" RCP-IV
REMOVE
SEE DETAIL F
W/ CL B RIPRAP
BERM DITCH
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
18"
1437CB-F
1
5"
2 ELBOWS
30"
2 ELBOWS
15"
2 ELBOWS
15"
18"
R
C
P
-
III

15
"

R
C
P-III
3
0"
R
C
P
-
III
1
5
"

SEE DETAIL H
DITCH
SPECIAL CUT
S
15
"
HD
PE
15
"

R
C
P
DI
DI
DI
DI
RIP-RAP
INV=860.88'
INV=860.14'
INV=869.10'
INV=868.14'
INV=882.81'
VAR. PAVED
VAR. PAVED
VAR. PAVED
4' P.S.
VAR. PAVED
48" WW/1SBW
48" WW/1SBW
15" HDPE
VAR. PAVED
US 158
U/C
8" DI8"
VC
8" VC
CONC
72" WD
VAR. CONC
CONC
42" CONC
ABANDONEDAPPEARS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
FRAN KLIN FARM
RD . (PVT)
F
R
A
N
K
L
I
N

F
A
R
M

R
D
. (
P
V
T
)
13
' GR
13
' GR
30"
H
DP
E
INV=850.57'
INV=851.42'
RAP
RIP
CONC
WELL
MON.
W/LT
BST
RAP
RIP
MTL MTL
MTLMTL
12" RCP
60" CHL
48" CHL
CONC
RAMP
WD
-BL- 117
-BY- 183 -BY- 184
-BL- 118
WOODS
POND
15" C
MP11' GR
VAR. GR48" W
W & 1SBW
48"
W
W
& 1S
B
W
48" WW & 1SBW GATE
MTL
WOODS
WOODS
WOODS W
OODS
W
OODS
48" WW & 1SBW
G
R
W/LT
LT
VAR
. GR
DK
CONCVAR
. B
S
T
GR
(HIGH TENSION)
POLE
MTL
12" DI
16
" D
I
16
" D
I
16
" D
I
INV
=
8
3
9
.7
4
'
IN
V
=
8
3
8
.4
6
'
CULVERT #2
THREE BARRELS
NORTH EAST ELEV.
CUL1 872486.24 1657220.51 839.78
CUL2 872479.94 1657215.29 839.50
CUL3 872479.10 1657214.59 839.47
CUL4 872472.79 1657209.36 839.43
872471.95 1657208.66 839.37
1657203.56
11' CONC
4
8"
C
ONC
VAR
. GR
S
A
T
WELL
PUMP
SEPTIC
POLES
SERVICE
BSMT
W/UG
CONC INV=872.83'INV=869.97'18"V CP
TO DEAD END
TO
D
EA
D
EN
D
LOWE
R
Y MILL CR
E
E
K
LOWERY MILL CREEK
US 158/ REIDSVILLE RD 27' BST
BST
BST
T
T
12" CI
12" DI
R/W MON
REB
REB
EIP
EIP
EIP
EIP
60.00'EXISTING R/
W
EXISTING R/
W
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
-BY- 184
-BY- 183
-BL- 118
WILLIA
M TUCKER RD 20' BST
15" RCP
18
"

R
C
P
DI
US 158/ REIDSVILLE RD
RIP-RAP
;
;
;
;
;
E
N
D

C
/
A
T
T
12 ", CAST IRON
12 ", CAST IRON
288.79'
83.92'
285.39'
213.10'
245.36'
99.69'
144.08'
121.99'45.33'
192.54'
130.00'
85.00'
N

4
9
°
4
7
'
0
2
"

W
9
8
.
8
9
'
3.70'
N 04°45'27" W250.70'
1.79'
S 83°07'42"
W
97.73'
N 01°15'03" E
318.35'
N 01°15'03" E
46.11'
N 01°15'03" E
107.32'
N

4
9
°
10
'
5
9
"
W
12
7
.
6
6
'
JASON A. STEWART
DB 2589 PG 4046
DB 520 PG 97
E.E. BRADLEY HEIRS
DB 2333 PG 3048
ANGIE L. DOUGLAS
RANDY L. DOUGLAS
CAROL WESTMORELAND
DB 1809 PG 3712
DB 983 PG 526
DB 2105 PG 4144
DB 2466 PG 1003
KATHLEEN SKOTCHER
PAUL JOHN SKOTCHER
DB 3142 PG 4202DANIEL LASLEYMARY MYERS HOLDING GROUP LLC
DB 3212 PG 2698
BETSY WHICKER
JANE W WHICKER
DB 2226 PG 1305
BRENDA BALL
WALDEN G. BALL
DB 1215 PG 654
DB 2817 PG 1752
LASLEY
DANIEL RAY
DB 2817 PG 1752
DB 3589 PG 2330
MIKAEL ANTONNI MIKKOLA
DB 3521 PG 2337
REVOCABLE TRUST
JANE W. WHICKER
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
.04
.01
.00
T
Y
P
.
1
6
'
+17.58
.04.03.02.01.00EXIST..03.04TYP.16'+28.00
1
0
'
1
0
'
.02
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
+
6
5
.
4
7
TYP.
14'
STA. 150+25.00
TIE TO U-2579B
TAPER
100'
15
'
15
'
G-RAIL R=25'
SHOP CURVED
4'
8
:
1
8:
1
4'
R20'R20'
R10'
TAPER
15:1
15:1
PS
PS
16'16'
R40'R
6
3'
80.60' (LT)
-Y13 +06.73
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/
2
5
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
5
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 15
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
5
1
+
0
0

S
E
E

S
H
E
E
T

1
6
S
E
E

S
H
E
E
T

1
4
-
Y
1
4
-

S
T
A
.

1
1
+
5
0
M
A
T
C
H
LIN
E
-
L-

S
T
A
.

1
3
8
+
5
0

S
E
E

S
H
E
E
T

1
4
M
A
T
C
H
LI
N
E
ADT 2040
ADT 2017
-L- US 158
TRAFFIC DIAGRAM
-Y13- OLD BELEWS CREEK RD.
100
50
100
50
24,700
18,600
24,700
18,600
200
100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

1-
2
5
-
2
0
2
2

-

A
D
J
U
S
T
E
D

P
U
E

O
N

P
A
R
C
E
L

8
8

A
N
D

A
D
D
E
D

T
C
E

F
O
R

D
6

O
N

P
A
R
C
E
L

8
9
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L
S

8
7

&

8
9

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
FOR -D6- PROFILE SEE SHT. 50
FOR -Y14- PROFILE SEE SHT. 46
FOR -Y13- PROFILE SEE SHT. 46
FOR -L- PROFILE SEE SHTS. 35-36
140+00
145+00 150+00
-Y13- PC Sta. 10+82.73
-Y13- PT Sta. 12+26.54
-Y13- POT Sta. 16+13.0615+00
-Y14-
-Y14- PT Sta. 13+90.00
-Y14- PC Sta. 12+07.47
-Y13- POT Sta. 13+00.00
END CONSTRUCTION
-L- POT Sta. 142+63.64
-Y13- POT Sta. 10+00.00=
PI Sta 11+59.90
D
L = 143.82'
R = 160.00'
SE= 0.04
-Y13-
T = 77.18'
PI Sta 13+03.02
D
L = 182.52'
R = 250.00'
SE= 0.03
-Y14-
T = 95.54'
DS= 25 MPH DS= 20 MPH
-
Y13-
-L- POT Sta. 139+55.88
BEGIN BRIDGE
-L- POT Sta. 139+27.15
BEGIN APPROACH SLAB
-L- POT Sta. 141+21.00
END BRIDGE
-L- POT Sta. 141+49.87
END APPROACH SLAB
ELEV=837.30'
-L- STA. 138+44.14 OFF 325.01' RT
N 872102 E 1657349
BM # 8
-L-
B-77
B-77
B-77
B-77B-77
B-77
ATTENUATOR
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
-Y14- POT Sta. 15+18.00
END CONSTRUCTION
-Y14- POT Sta. 13+75.00
EXISTING GUARDRAIL
ADJUST AND RESET
15+00 -Y14- POT Sta. 15+50.00
B-77
GREU TYPE TL-3
AT-1AT-1
PI Sta 10+81.94
D
L = 61.28'
T = 35.15'
R = 50.00'
-D6- POT Sta. 10+00.00
-D6- PC Sta. 10+46.79
-D6- PT Sta. 11+08.06
-D6- POT Sta. 12+13.39
10
+
0
0
SE= 0.03
DS= 15 MPH
-D6-
-D6- POT Sta. 11+40.00
END CONSTRUCTION
30.00' (LT)
+65.00 -Y14-
150.00' (RT)
+00.00 -L-
150.00' (RT)
+30.00 -L-
108.94' (RT)
+53.84 -L-
120.00' (LT)
+65.00 -L-
120.00' (LT)
90.00' (LT)
73.91' (LT)
+75.00 -L-
246
247
84
85
86
87
88
89
60.00' (LT)
+15.00 -Y14-
60.00' (LT)
+85.00 -Y14-
245
248
20.00' (RT)
+60.43 -Y14-
50.00' (LT)
+41.76 -Y14-
50.00' (LT)
30.00' (LT)
+75.00 -Y14-
45.00' (LT)
+07.47 -Y14-
30.00' (LT)
+07.47 -Y14-
44.86' (LT)
40.00' (LT)
30.00' (LT)
+36.00 -Y12-
03.59' (RT)
+57.00 -Y14-
30.00' (LT)
+48.35 -Y14-
39.00' (LT)
28.00' (LT)
+18.00 -Y14-
44.00' (LT)
+95.00 -Y14-
13.28' (LT)
+95.00 -Y14-
79.94' (LT)
+16.00 -L-
15.00' (LT)
+64.00 -D6-40.00' (LT)
+00.00 -D6-
90.00' (LT)
73.88' (LT)
+02.00 -L-
CC
FF
C
F
F
F
F
F
C
F C
C
C F
F
F
C
FC
CF
C
F
F
F
F
F
F F
CF
F
C
F
F
HW
CB-F
1501
1502
SEE DETAIL H
SPECIAL CUT DITCH
1503
REMOVE
RET
AI
N
1505
CB-FCB-F
1506
15" RCP-IV 15" RCP-IV
1507
CB-F
1509
CB-G
1527
15" RCP-IV
1511
2GIB-NSS
JB w/MH
1513
1515
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
1518 CB-GCB-G1519CB-G1520CB-G1521CB-E
1523
1522
CB-F
CB-F
1517
CB-F
1516
1524
15" RCP-IV
1526
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
15" RCP-IV
1510
JB w/MH
JB w/MH
1528
1529
REMOVE
W / FLO
W ABLE FILL
PLUG
& FILL
15" RCP-IV
1512
FS
FS
1530
JB w/MH
15
"

R
C
P
-
I
V

18
"
RC
P-
III
REMOVE SYSTEM
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
DETAIL W
ONLY SEE
ON BANKS
STABILIZATION
BANK
30" HDPE
REMOVE
R
C
P
-
I
V

1
8
"
15"RCP-IV
15
"
R
C
P
-
III
30"
RCP-IV
NSS
2GIB-
1534
CB-E
1525
CB-G
W/21 SY GEOTEXTILE
8 TON CL B RIPRAP
SEE DETAIL A
DITCH
LATERAL V
SEE DETAIL P
BASE DITCH
STANDARD 4'
SEE DETAIL C
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
GEOTEXTILE
W/74 SY
CL B RIPRAP
30 TON
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
1514
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
RCP-III
60"
RCP-III 60"SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
18"
18"
2
E
L
B
O
WS
15"
15"
2 ELBOWS
30"
15
"
15"
15" - 2 ELBOWS 15"
INV=893.74'
INV=867.24'
INV=880.08'
INV=900.74'
MTL
MTL
48" W
W/1SB
W
48" WW/1SBW
15
"
R
C
P
15
"

H
D
P
E
15
" H
D
P
E
15" HDPE
DI
DI
v
v
vvvv
v
v
v
vv
v
v
v
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C
U/C U/C
U/C
U/C
U/C
U/C
U/C
WOODS
-BL- 119
-BL- 120
BM9
20' SANITARY SEWER EASEMENT
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
-BL- 119
-BL- 120
US 158/ REIDSVILLE RD
(VAR. PAVED)
;;;
CAROL WESTMORELAND
DB 1809 PG 3712
DB 983 PG 526
DB 2105 PG 4144
DB 3589 PG 2330
DB 3589 PG 2330
DB 3589 PG 2330
REVOCABLE TRUST
JANE W. WHICKER
REVOCABLE TRUST
JANE W. WHICKER
REVOCABLE TRUST
JANE W. WHICKER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
12
/
16
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
6
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 16
FOR -L- PROFILE SEE SHT. 36
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
5
1
+
0
0

S
E
E

S
H
E
E
T

1
5
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
6
4
+
0
0

S
E
E

S
H
E
E
T

1
7
ADT 2040
ADT 2017
TRAFFIC DIAGRAM
24,700
18,600
35,000
18,600
WSNB
I-74
WSNB
I-74
56,000
NA
60,500
NA
10,000
NA
6,600
NA
2,600
NA
3,700
NA
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

8
9

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
155+00 160+00
-L-
ELEV=909.53'
-L- STA. 159+49.40 OFF 51.58' LT
N 873960 E 1658408
BM # 9
89
THIS IS THE U-2579B PROJECT
NO DRAINAGE ON THIS PLANSHEET
S
S
S
S
4
2
" R
C
P
15
"
R
C
P
15" HDPE 15" HDPE
15
"
H
D
P
E
24" HDPE
24" HDPE
MTL MTL
MTL
M
T
L
M
T
L
MTL
48" WW/1SBW
36" SBG
36" SBG36" SBG
36" SBG
HEAD-
WALL
CONC
.
CONC
.
CONC.
18" C&G18" C&G
C
O
N
C
.
2
4
"

C
&
G
4
'

P
.
S
.
VAR. PAVED
DIDI
DI DI DI
18" C&G
G
R
VAR. PAVED
US 158
VAR. PAVED
v
v
v
v
v
v
v
-BL- 121
-BL- 122
W/LT
13.5' CONC
2SFD
-
B
Y
-

18
5
1SFD 1SFD
8'
G
R 8' BS
T
C
O
N
C
5
4"
CM
P
5
4
"
C
M
P
CONC HW
CONC WW
CONC HW
CONC WW
8"
V
C
8
"

D
I
TREES
SCATTERED
48
"
WW
&
2SBW
RUINS
MTL BRIDGE
2-7'x6'B
ARRELS
23' CONC HW
15' CONC WW
7' CONC WW
22' CONC HW
18' CONC WW
7.5' CONC WW
8
"
D
I
8" DI
C
UL5C
UL6C
UL7
C
UL8
CE2H
W2
C
U
L
1
C
U
L
2
C
U
L
3
C
U
L
4
CE1H
W1
VAR. HT BK WALLWOODS
WOODS
LAMP
72" WDWOODS
WOODS
WOODS
8" DI
WELL
W/LT
ABANDONED
APPEARS
8" DI
S
R

2
6
6
5

E
S
T
H
E
R

L
N

18
'

B
S
T
T
E
O
I
E
O
I
P
B

5
9

P
G

8
2
2
5
'

P
E
D

A
C
C
E
S
S

E
S
M
T

PB

5
9
PG

8
2
15'
PRVT
SDE
PB 59 PG 82
EACH SIDE OF TOB
BUFFER DRAINAGE ES
MT FRO
M
THERE IS A 30' STREA
M
EIP
EIP
60.00'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
25.00'
2
5
.
0
'

P
E
D
E
S
T
R
I
A
N

A
C
C
E
S
S

E
A
S
E
M
E
N
T
EASEMENT10.0' PUBLIC UTILITY10.00'EXISTING R/W
20.00'
E
A
S
E
M
E
N
T
2
0
.
0
'

S
A
N
I
T
A
R
Y

S
E
W
E
R
2
0.
0
0'
E
AS
E
ME
NT
2
0
.0
' S
A
NIT
A
R
Y
S
E
WE
R
EASEMENT
20.0' SANITARY SEWER
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
EXISTING R/W STATE PROJ. 34839.1.1 (U2579B)
E
X
I
S
T
I
N
G

R
/
W
S
T
A
T
E

P
R
O
J
.

3
4
8
3
9
.
1.
1
(
U
2
5
7
9
B
)
E
X
IS
T
IN
G

R
/
W

S
T
A
T
E

P
R
O
J
.

3
4
8
3
9
.
1.
1 (
U
2
5
7
9
B
)
E
ASE
ME
NT
20.0' S
A
NIT
AR
Y SE
WER
PB 59 PG 82
EACH SIDE OF TOB
BUFFER DRAINAGE ESMT FROM
THERE IS A 30' STREAM
-BL- 121
-BL- 122
-
B
Y
-

18
5
8" DI
8
"

D
I
8" DI
8" DI
LT
W/
LT
W/
LT
W/
VAR. PAVED
US 158
36" RCP
W/ BASE
SIGNAL POLE
W/ BASE
SIGNAL POLE
W/ BASE
SIGNAL POLE
W/ BASE
SIGNAL POLE
CONC HW
16
"
S
T
E
E
L

E
N
C
A
S
E
M
E
N
T

P
IP
E
8" DI
EASEMENT
DRAINAGE
PERMANENT
US 158/ REIDSVILLE RD
;;
16"
S
T
E
E
L
;;
;
;
7.5'PS
36' PAVED
7.5'PS
24' PAVED
PERMANENT UTILITY EASEMENT
P
E
R
M
A
N
E
N
T

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
T
E
O
I
E
O
I
S 39°27'27" W
102.81'
175.01'10
0
.
0
0
'
113.56'
86.86'
143.98'
31.08'
273.83'
19.56'
N 2
4
°3
7
'0
8
" W
4
5
.6
7
'
N 2
4
°3
7
'0
8
" W
14
2
.7
2
'
N 34°28'07" E
28.48'
N 34°28'07" E
94.83'
N 37°35'26" E
85.27'
N

5
0
°
2
8
'
5
6
"

W
114
.
8
3
'
N

6
0
°
0
5
'
3
6
"

W
119
.
8
7
'
N
7
3
°
1
8'
1
5
"
W
1
3
2.
4
0'
S

5
2
°3
0'0
2
"
W
115
.6
2'
S 86°48'39" E
110.44'
411.63'
192.75'S
6
9
°
1
7'
0
7
"
E
1
3
6.
5
0'
S 89°37'41"
W
1020.02'
N 89°34'53"
W
771.10'
S 39°20'47" W
103.60'
DARRELL T WESTMORELAND
DB 3233 PG 395
NCDOT
DB 3179 PG 334
JACQUELINE CUSTER
TERRY K. CUSTER
PB 33 PG 197
DB 2487 PG 3598
BARRY R HARDY
DB 2261 PG 3390
DB 2390 PG 4804
MARSHALL S. BROWN
HOMEOWNERS ASSOCIATION INC.
ROBINS WALK SUBDIVISION
DB 3033 PG 1533
DB 3033 PG 1533
WADE JURNEY HOMES, INC.
PB 59 PG 82
DB 3067 PG 2901
PB 59 PG 82
DB 3076 PG 529
HOMES, INC.
WADE JURNEY
HOMES, INC.
WADE JURNEY
PG 82
PB 59
PG 527
DB 3092
WADE JURNEY HOMES, INC.
PB 59 PG 82
DB 3076 PG 529
HOMEOWNERS ASSOCIATION INC.
ROBINS WALK SUBDIVISION
ASSOCIATION INC.
HOMEOWNERS
SUBDIVISION
ROBINS WALK
T
O
WN
OF
WAL
KERT
O
WN
FORSYTH COUNTY
TOWN OF WALKERTOWN
TOWN OF WALKERTOWN
FORSYTH COUNTY
T
O
WN OF
WALKERT
O
WN
FORSYT
H CO
U
NT
Y
C
O
U
NT
Y
F
ORS
YT
H
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
15
'
3
6
'
100' TAPER
+
0
0
.0
0
15:1 TAPER
30'
2'-6" CURB AND GUTTER
TRANSITION TO PROPOSED
TIE TO EXISTING SBG
STA. 172+57.48
TIE TO U-2579B
AND RESURFACE
BEGIN 1.5" MILL
+
2
7
.3
1
(BOTH SIDES)
RAISED MEDIAN
TIE TO EXIST.
GUARDRAIL
TIE TO EXIST.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4
/
1/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
7
.
d
g
n
d
e
f
a
u
l
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 17
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
6
4
+
0
0

S
E
E

S
H
E
E
T

1
6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
7
7
+
0
0

S
E
E

S
H
E
E
T

1
8
ADT 2040
ADT 2017
TRAFFIC DIAGRAM
24,700
18,600
35,000
18,600
WSNB
I-74
WSNB
I-74
56,000
NA
60,500
NA
10,000
NA
6,600
NA
2,600
NA
3,700
NA
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -L- PROFILE SEE SHT. 36-37
NAD 83/2011
170+00 175+00165+00 -L-
GREU TYPE TL-3
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
BEGIN C/A
120.90' (RT)
+05.00 -L-
F
F
F
F
F F
1703
1708
1704
15" RCP-III 15" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
CB-G
CB-F
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
CB-E
1714
CB-E
1702
REMOVE
ROD & LUG
15" - 2 ELBOWS
15" RCP-IV
24"
INV=917.80'INV=914.92'
24" HDPE
15" HDPE
24" HDPE
24" HDPE
2
4
"

R
C
P
VAR. PAVED
DI DI
INV=915.94'
INV=913.40'
48" WW/1SBW
VAR. PAVED
-BL- 123
-BL- 124
1SFD
SAT
LT
G
R
V
AR. HT
W
D
W
ALL
VAR
. GR
INV=885.78'12" HDPE
8
" DI
8" D
I
8" DI
8
" V
C
8
"
VC
VAR. BST
VAR. BSTV
A
R
.
B
S
T
WD CANOPY
HOUSE
WELL
S
BK WALLVAR. HT
B
S
T
WOODS
42" C O N C
W/LT
2SFD
LT
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
1SFD
C A N O P Y
M T L
SD
K
15" RCP
V
A
R
.

G
R
(MTL)S
CONC
BST
W
D
R
R TI
M
BE
RS
RIP
R
A
P
W
D

R
R

T
I
M
B
E
R
SWD RR TIMBERS
RIP RAP
S
S
DK
1
S
F
D
RAM
P
W
D
S
T
E
P
S
W
D
VAR
. C
O
N
C
11'

B
S
T
12" RCP
STREAM
DISAPPEARING
RI
P
R
AP
TREES
SCATTERED
WOODS
WOODS
15" RCP
15
"

R
C
P
WOODS
48" WD
BK WALL
VAR. HT
BST
VAR. CONC
STEPS
CONC
WELL
DK
10'
B
S
T
WOODS
WOODS
LT
18
"

R
C
P
CMP
15"
WD WALLVAR. HT
WD WALLVAR. HT
TANKS
A/G LP
SAT BST
V
A
R
.

G
R
V
A
R. G
R
TANK
A/G OIL
S
G
R
HOUSE
WELL
WELL
WELL
CONC
W
D

R
R

T
I
M
B
E
R
S
15" RCP
WELL
CONC
P
UM
P
S
E
P
TI
C
11'

B
S
T
1
1'

G
R
S
AT
4
8
"
C
O
N
C
G
BM10
US 158/ REIDSVILLE RD 28' BST
T
T
E
S
T

S
T
A
T
I
O
N 10
"

S
T
L
8" DI
AXLE
R/W MON
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIPEIPEIP
2
5
'

A
C
C
E
S
S

E
A
S
E
M
E
N
T

D
B

17
2
6

P
G

2
9
4
8
EIP
EIP
EASEMENT
25' PRIVATE SEWER
SEWER EASEMENT
APPROX. LOCATION 20'
AS PER PB 52 PG 98
10' UTILITY EASEMENT (PRIVATE)
NEGATIVE ACCESS &
10.0' PUBLIC UTILITY EASEMENT
5
0
.
0
0
'
EXISTING R/W
10.0' PUBLIC UTILITY EASEMENT
20.0' SANITARY SEWER EASEMENT
EXISTING R/W STATE PROJ. 34839.1.1 (U2579bB
-BL- 124
1
0'

B
S
T
LT
W/
LT
8" DI
;
;
E
N
D

C
\
A
DI
3
0
.
0
0
'
EXISTING R/W
4
8
.
0
0
'T
10

"
,

S
T
L
8 ", DUCTILE IRON
T
E
S
T

S
T
A
T
I
O
N
S
60°15'
16"
W75.
67'
S
60°15'
15"
W87.
27'
N 89°37'47"
W
83.60'
N 89°37'46"
W
78.91'
S 89°28'45" E
137.81'
N 89°26'07"
W
120.71'
N 00°35'20" E
188.59'
14.30'
198.08'123.12'197.79'
117
.
7
4
'
202.94'
2
5
2
.
7
7'

E
I
P

T
O

C
O
R
2
5
3
.
3
6
'

R
/
W
T
O

C
O
R
85.22'
205.56'
112.76'
159.96'
136.28'
103.64'
R=55.00'R=55.00'
L=124.80'
L=128.78'
24.88'
182.35'
2
3
1.
4
6
'

E
I
P

T
O

C
O
R
2
3
1.
8
1'

R
/
W
T
O

C
O
R
S

5
0
°
0
9
'
3
6
"

E
2
6
8
.
8
4
'
117.00'
93.37'
286.47'
496.83' (EIP TO COR)
MATTRESS FACTORY INC.
DB 3056 PG 2199
S 89°23'54" E
96.91'S 89°23'54" E
28.76'N 37°35'26" E
66.04'
N 37°35'26" E
58.49'
S

4
1°3
6
'4
8
" E
4
8
.5
6
'
N

5
0
°
2
8
'
5
0
"

W
116
.
9
4
'
N

5
0
°
2
8
'
5
6
"

W
114
.
8
3
'
N

4
8
°
5
2
'
3
2
"

W
4
5
.
3
2
'
219.13' EIP TO COR
218.87' R/
W TO COR
16
4.61'
EIP
T
O
C
O
R
163.89'
R/
W
T
O
C
O
R
179.98' EIP T
O C
OR
178.90' R/
W T
O C
OR
538.51'
S 89°23'38" E352.48'
N 23°56'48" E
71.89'
N

5
4
°
4
9
'
2
9
"

W
10
3
.
6
9
'
N

5
4
°
4
6
'
0
7
"

W
7
3
.
3
2
'
S

5
0
°
0
9
'
2
0
"

E
15
9
.
5
6
'
S

5
0
°
0
9
'
2
0
"

E
2
6
1.
8
9
'
S

5
9
°
3
0
'
3
7
"

E
2
0
7
.
8
4
'
HOMES, INC.
WADE JURNEY
DARREN K FREEMAN
DB 2075 PG 1238
MARY B. MYERS
JAMES R. MYERS III &
PB 31 PG 167
PB 27 PG 138
DB 1585 PG 1013
PB 31 PG 167
DB 1953 PG 2287
MARY ANN PHILLIPS
WAYNE E. PHILLIPS, JR.
KRYSTAL R. WOOD
DB 2899 PG 1798
NCDOT
DB 3169 PG 2009
SMI PROPERTIES LLC
DB 3357 PG 4417
DB 1328 PG 457
KENNETH L. FORE
DB 1726 PG 2948
HILDA L. LANE
KENNETH EUGENE LANE, SR.
NCDOT
DB 3179 PG 1793
PB 55 PG 5
DB 3172 PG 4237
NCDOT
PB 55 PG 5
DB 3176 PG 1439
PB 55 PG 5
NCDOT
DB 3173 PG 4166
NCDOT
PB 55 PG 5
PB 52 PG 98
DB 2787 PG 3772
ROBERT REYNOLDS
SONNY BOUTDAVONG
PB 59 PG 82
DB 3083 PG 3647
DAHYABHAI PATEL
PB 59 PG 82
DB 3094 PG 1350
HOMES, INC.
WADE JURNEY
PB 59 PG 82
PG 529
DB 3076
DB 3033 PG 1533
ASSOCIATION INC.
HOMEOWNERS
SUBDIVISION
ROBINS WALK
DB 1529 PG 1331
LILLIAN PEGRAM HODGE
SMI PROPERTIES LLC
DB 3357 PG 4417
T
O
WN
OF
WAL
KERT
O
WN
FORSYTH COUNTY
TOWN OF WALKERTOWN
TOWN OF WALKERTOWN
FORSYTH COUNTY
C
O
U
NT
Y
F
ORS
YT
H
DB 971 PG 512
JUNE C MORTON
DB 1824 PG 2996
PB 4 PG 143
CARLOS RODRIGUEZ
YOSELIN CRUZ MARTINEZ,
SANTOS MARTINEZ,
DB 3606 PG 3396
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
15
'
15
'
12
'
150' TAPER
+
3
5
.8
9
40'
-L- +16.08 R4'
-L- +64.38 R
4
5
'-L- +61.04
R
2
0
0'
-L- +61.04
239.00' RT
43.00' RT
+
8
4
.4
1
34.71' RT
-L- +00.85
-L- +00.90
-L- +15.89
R
60' -L- +62.78
12.98'RT14.23'RT
15.00'LT
14.25'RT
-L- +11.15
14.256'RT
-L- +11.15
3.25'LT
-L- +10.90
12.25'LT
R1.25'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
3
/
7
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
8
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 18
FOR -L- PROFILE SEE SHT. 37
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
7
7
+
0
0

S
E
E

S
H
E
E
T

1
7
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
9
0
+
0
0

S
E
E

S
H
E
E
T

1
9
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

9
0

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

3
-
8
-
2
0
2
2

-

A
D
D
E
D

N
E
W

P
A
R
C
E
L

9
0
A
. A
D
D
E
D

R
O
W

O
N

P
A
R
C
E
L

9
0
A

D
U
E

T
O

F
I
N
A
L

S
U
R
V
E
Y
C
H
A
N
G
E
. M
A
H
.
180+00 185+00
190+00
ELEV=923.01'
-L- STA. 182+91.04 OFF 321.72' RT
N 875520 E 1660195
BM # 10
-L-
GREU TYPE TL-3 CAT-1
RAISED GRASS MEDIAN
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
GRASS MEDIAN
RAISED
BEGIN C/A
120.90' (RT)
+05.00 -L-
END C/A
98.19' (RT)
+24.81 -L-
85.00' (RT)
73.53' (RT)
+30.00 -L-
105.00' (LT)
76.96' (LT)
+25.00 -L-
105.00' (LT)
76.94' (LT)
+60.00 -L-
249
250
251
252
253
254
255
90 91
110.00' (RT)
+75.00 -L-
87.00' (RT)
73.48' (RT)
+20.00 -L-
110.00' (RT)
87.00' (RT)
+41.00 -L-
110.00' (RT)
99.00' (RT)
+49.00 -L-
108.00' (RT)
99.00' (RT)
73.54' (RT)
+90.00 -L-
97.66'
+02.00
107.00' (RT)
96.00'' (RT)
+54.00 -L-
107.00' (RT)
96.00' (RT)
+60.00 -L-
76.74' (LT)
+39.27 -L-
85.00' (LT)
+00.00 -L-
90A
F C
FF
F
FC C CC
CC
F
F
F
F F F
FFFFFF
REMOVE SYSTEM
REMOVE
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL E
BERM DITCH
1804
1803
1802
1808
1805
1806
1807
1821
1815
1814
1816 1817
1818
1822
1810
1811
1820
1813
1812
15" RCP-III 15" RCP-III
REMOVE
REMOVEREMOVE
1825
15" RCP-III 15" RCP-III
P
P
CB-G
CB-G
CB-G
CB-G CB-G CB-G
CB-F
CB-FCB-FCB-F
CB-FCB-F
DI
CB-F
CB-E
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
15" RCP-III
15" RCP-III 36" RCP-III
36" RCP-III
36" RCP-III
3
6"
RC
P-III
W/ 28 SY GEO FAB
11 TONS CL B RIPRAP
18" RCP-III 18" RCP-III
SEE DETAIL I
CUT DITCH
SP. BACK OF CURB
1827
FS
1809
15" RCP-III
CB-F
REMOVE
HW
1826
15"
15"
1824
15"
1830 1823
36" RCP-III
R
C
P
-
III
3
6
"
R
C
P
-
III
3
6
"
RC
P-
III
2
4
"
SEE DETAIL A
LATERAL V DITCH
R
C
P
-
II
I
15
"
1829
SEE DETAIL E
BERM DITCH
RCP-III
30"
JB w/MH
24" RCP-III
RCP-III
15"
36" RCP-III
24"24"
SEE DETAIL G
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL I
CURB DITCH
SP. BACK OF
15"
SEE DETAIL Z
BERM DITCH
18" CSP
POOL
RUINS
(TYP.)
BOLLARDS
WD
WOODS
15" HDPE
10.5'
B
S
T
V
A
R
.
B
S
T
W/BSMT
1SBKD
SATCONC
BST
48" WD RAIL
48"
W
D
R
AIL
P
OLE
FL
A
G
48"
W
D
R
AIL
CONC
1 •SFD
CONC
72" WD
-BY- 188
-BY- 187
TREES
SCATTERED
1 •SFD
14
'

G
R
LT
W/LT
RIP RAP
15" RCP24" CMP
10
'

G
R
RIP RAP
LT
VA
R
. G
R
VAR. GR
W/LT
CONC
1SBKD
7
2"
W
D
C
O
N
C
CONC
TREES
SCATTERED
TREES
SCATTERED
T
R
E
E
S
S
C
A
T
T
E
R
E
D
TREES
SCATTERED
GR
11'

B
S
T
HTR
DK
DK
RAMP
WD
S
W/LT
15" RCP
GR
15" RCP
GR/SOIL GR/SOIL
V
A
R
. G
R
1SFD
CONC
S
C
O
N
C
-BL- 125
W/LT
12 " C M P
GR
W/LT
LT
LT
W
/
B
S
M
T
1S
F
B
U
S
HOUSE
WELL
BLK WALL
VAR. HT
W/BSMT
1SFBUS
STEPS
BLK
LT
W/LT
S
12"
MTL
W/LT
BST
S S S
S
CANOPY
MTL
HTR
D
K
W/BSMT1SFDCANOPYMTL
CANOPYWD
S
CANOPY
MTL
VAR. GR
TREES
SCATTERED
48" C
HL
LT
W/
LT
S
VAR. GR
12" RCP
SOIL
HT
R
D
K
48" C
HL
VAR. GR
S
DK
VAR. BST
S
CANOPY
MTL
CONC
1SFD
LT
LT
HOUSE
WELL
POLE
METER
GRASS
17' BST
PAVERSCONC
15" HDPE18" RCP
18" HDPE
INV=949.26'INV=943.52'
IN
V
=
9
4
6
.
6
3
'
IN
V
=
9
4
6
.
6
1'RIP RAP
INV=946.74'
15" HDPE
RAP
RIP
(MTL LID)
OTCB
TOP=948.44'
CHANGE OF PIPE
UNK LOC. FOR
18
"

R
C
P
36" CONC36" CONC
10' CONC
C
O
N
C
4
8
"
C
O
N
C
L
T
L
T
4
2
" BK
PUM
P
S
E
P
T
IC
WELL
WELL
CANOPYWD
20
"
RCP
TANKA/G OIL
60"CHL
60"CHL
BLK WALL
VAR. HT
CONC36"
12" CMP
8" STL
12" STL
CHANGE OF PIPE
UNK LOC. FOR
PUMPSEPTIC12" RCP
ABANDONED
APPEARS
T
O EST
HER LN.
US 158/ REIDSVILLE RD 28' BST
K
N
O
L
L
RI
D
G
E
D
R
2
0'
B
S
T
T
T
T
T
E
OI
E
O
I
2
"
U
N
K
6" DI
6
"

D
I
8" DI
P
B
4
8
P
G
8
6
1
0'
P
U
B
U
T
I
L
E
S
M
T
P
B
4
8
P
G
8
6
S
I
G
N
E
S
M
T
2
0'
x
2
0'
AXLE EIP
REB
EIP
EIPEIPEIP
EIP
EI
P
E
I
P
E
XI
S
T
I
N
G
R/
W
E
XI
S
T
I
N
G
R/
W
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
AXLE
EXISTING R/W
EXISTING R/W
-BL- 125
-BY- 188
-BL- 126
50.00'
3
0
.
0
0
'
4
8
.
0
0
'
10
2
.
0
0
'
4
8
.
0
0
'
T
T
T
T
2
",
U
N
K
E
OI
E
O
I
8 ", DUCTILE IRON
6
",
D
U
C
T
I
L
E
I
R
O
N
6 ", DUCTILE IRON
DB 915 PG 673
JOE G ANGEL
N

5
6
°
5
3
'
0
3
"

W
3
6
7
.
9
7
'
S

5
0
°
0
8
'
0
6
"
E
2
7
0
.
9
0
'S 00°57'05" W
216.50'
S 00°57'05" W
64.50'
N

5
6
°
0
3
'
0
4
"

W
4
5
.
9
5
'
N 82°00'50" E
191.46'
N 89°41'15"
W 242.39'S 82°34'52"
W
60.16'
N 04°31'52" E
100.50'
N 82°41'09" E
N 89°55'44" E
288.71'
N 18°44'09" E
93.00'
S

5
1°
3
5
'
3
2
"

E
3
6
4
.
8
2
'
N

5
4
°
0
2
'
0
8
"

W
2
4
1.
6
0
'
N

3
3
°2
5
'3
4
" W
15
5
.11'
N

5
5
°3
8'
0
6
"
E
9
1.
5
5'
S

3
3
°2
5
'3
4
" E
8
2
.0
0
'
N 86°53'31" E110.00'
N 1 2 °0 5 '5 5 " W
3 5 0 .9 5 '
S 40°21'44" W
173.64'
N

5
0
°
0
5
'
5
1"

W
2
7
0
.
4
3
'
S

4
9
°
5
4
'
2
2
"

E
2
7
1.
0
0
'
N 40°01'27" E
49.51'
N 89°37'49"
W
298.58'
N 39°35'52" E
77.93'
N 17°16'09" E
63.54'
S
7
6
°
15'
11"
E
N 01°11'31" E
34.90'N 01°43'28" E
92.83'
S
7
0
°
2
1'
2
6
"
E
1
2
6.
8
5'
N 03°39'42" E
222.23'
S 03°54'03" W
212.89'
S 88°27'55" E
59.97'
S 88°27'55" E
54.93'
S 88°27'55" E200.18'
S

5
9
°
3
0
'
3
7
"

E
2
0
7
.
8
4
'
S 00°57'05" W
77.60'
S 00°54'53" W
91.65'
S 00°54'53" W
58.70'
S 00°35'57" W
DB 1276 PG 662
DB 1979 PG 2154
STEVEN P PEGRAM
DEBORAH PEGRAM
PB 48 PG 86
DB 2781 PG 851
TAMARA S THOMPSON
MICHAEL W THOMPSON DENISE A VERDINEX
DEBORAH A PEGRAM
DB 1979 PG 2150
WALLACE L LARRIMORE
JOYCE LARRIMORE
DB 1952 PG 437
DB 1338 PG 1219
DB 2058 PG 3600
JOYCE A LARRIMORE
DB 1166 PG 437
WILLIAM RONALD VAUGHN
DB 1780 PG 325
WILLIAM R VAUGHN
JAMES V TURNER
NO DEED FOUND
JAMES V TURNER
DB 1015 PG 840
DB 2535 PG 3619
WILLIAM R VAUGHNBETTY G CAPERTON
DB 1442 PG 376
DB 1442 PG 378
JEWEL G PRATER
MICHAEL R MYERS
DB 2813 PG 3329
EVELYN WALKER
HELEN WALKER
DB 1854 PG 2142
SYLVIA E TRUELOVE
DB 3288 PG 2617
DB 1726 PG 2948
HILDA L. LANE
KENNETH EUGENE LANE, SR.
DB 702 PG 287
DB 2655 PG 2857
DEVELOPERS, LLC
BIG SKY
DB 3056 PG 2199
FACTORY INC.
MATTRESS
PB 4 PG 143
DB 1824 PG 2996
DB 971 PG 512
JUNE C MORTON
JUNE C MORTON
DB 1824 PG 2996
2
6
3.
9
8'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
15
'
15
'
.02.02
.01
.00
.01
.02
.03
.04
T
Y
P.
1
6'
+75.86
EXIST.
.02
.01
.00
.01
.02
T
Y
P.
1
7'
+
8
9.
1
9
.02
.01.03
.03
1
7'+40.30
+36.90
.04
200' TAPER
+
2
5
.0
0
12
'
12
'
12
'
12
'
150' TAPER
12
'
40'
.
0
2
.
0
2
+
5
0
.0
0
18'
36'
3
0
0'
T
A
P
E
R
18'18'
4'
4'
.03
8
:
1
8:1
89' LT
-L- +83.35
R
50'R
4
0
'
91' LT
-L- +14.46
R4'
-L- +96.39
43.00'RT
-L- +44.68
34.71'RT
R45'44.67'RTR200'-L- +94.05
+
8
1.16
-L- +96.20
14.23'RT
R60'
-L- +43.32
12.96'RT
R
1.
3
0'
+57.69'
-L- +91.20
12.25'LT
R
2'
36'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
19
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
1
9
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 19
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

1
9
0
+
0
0

S
E
E

S
H
E
E
T

1
8
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
0
0
+
0
0

S
E
E

S
H
E
E
T

2
0
FOR -Y15- PROFILE SEE SHT. 47
FOR -L- PROFILE SEE SHTS. 37-38 www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
PROPOSED TRAFFIC SIGNAL
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

11-
2
3
-
2
0
2
1
-

A
D
D
E
D

D
R
I
V
E
WA
Y
C
O
N
N
E
C
T
I
O
N

F
O
R

P
A
R
C
E
L

2
5
7

A
T

-
L
-

S
T
A
. 19
0
+
10

R
T
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

3
-
8
-
2
0
2
2

-

A
D
D
E
D

N
E
W

P
A
R
C
E
L

9
0
A
. A
D
J
U
S
T
E
D

R
O
W
O
N

P
A
R
C
E
L
S

9
0
A

&

9
1
D
U
E

T
O

F
I
N
A
L

S
U
R
V
E
Y
C
H
A
N
G
E
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

5
-
19
-
2
0
2
2

-

A
D
J
U
S
T
E
D

T
C
E

O
N

P
A
R
C
E
L

2
6
2
. M
A
H
.
-Y15- POT Sta. 10+00.00
-Y15- PC Sta. 10+22.04
-Y15- PT Sta. 11+77.86
-Y15- PC Sta. 14+50.53
1
5
+
0
0
195+00
200+00
-L- POT Sta. 192+66.63
-Y15- PT Sta. 15+75.19=
-Y15- POC Sta. 11+25.00
BEGIN CONSTRUCTION
PI Sta 11+00.54
D
L = 155.82'
R = 520.00'
SE= 0.04
-Y15-
T = 78.50'
PI Sta 15+13.77
D
L = 124.66'
R = 300.00'
SE= 0.04
T = 63.24'
DS= 35 MPH DS= 30 MPH
-
Y
1
5
-
190+00
RAISED GRASS MEDIAN
-L-
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
125.00' (RT)
+90.00 -L-
73.32' (RT)
+30.00 -L-
END C/A
73.33' (RT)
+74.91 -L-
92.00' (RT)
80.00' (RT)
+00.00 -L-
92.00' (RT)
85.00' (RT)
+60.00 -L-
37.00' (RT)
+30.00 -Y15-
37.00' (RT)
25.00' (RT)
+50.00 -Y15-
35.00' (RT)
+90.00 -Y15-
45.00' (RT)
25.02' (RT)
+25.00 -Y15-
78.38' (LT)
+60.00 -L-
110.00' (RT)
+00.00 -L-
37.00' (LT)
25.00' (LT)
+50.00 -Y15-
257
258 259
260
261
262
92
93
94
91
100.00' (LT)
+10.00 -L-
85.00' (LT)
76.25 (LT)
+70.00 -L-
80.00' (RT)
+05.11 -L-
PUE
PUE
96A
96B
95
96
+50.53 -Y15-
37.00' (LT)
BEGIN C/A
110.00' (RT)
101.00' (RT)
73.21' (RT)
+50.00 -L-110.00' (RT)
+91.00 -L-
137.12' (RT)
125.48' (RT)
+54.00 -L-
137.20' (RT)
125.55' (RT)
+60.00 -L-
155.00' (RT)
114.07' (RT)
100.13' (RT)
+35.00 -L-
113.94' (RT)
106.65' (RT)
+88.00 -L-
115.05' (RT)
105.70' (RT)
+98.00 -L-
73.35' (RT)
+33.00 -L-80.66' (RT)
73.37' (RT)
+42.00 -L-
77.69' (RT)
73.37' (RT)
+51.00 -L-
65.00' (LT)
+80.00 -Y15-
89.00' (RT)
+96.00 -L-
118.65' (LT)
92.31' (LT)
76.90' (LT)
+42.00 -L-
115.90' (LT)
94.09' (LT)
76.92' (LT)
+11.00 -L-
122.83' (LT)
97.48' (LT)
76.96' (LT)
+53.00 -L-
122.83' (LT)
99.30' (LT)
76.98' (LT)
+22.00 -L-
155.00' (RT)
119.82' (RT)
110.00' (RT)
+90.00 -L-255
35.00' (LT)
24.98' (LT)
+25.00 -Y15-
77.31' (LT)
+43.00 -L-115.00' (LT)
102.15' (LT)
+85.00 -L-
52.00' (LT)
25.00' (LT)
+20.00 -Y15-
85.00' (LT)
+94.00 -L-
90A
50.00' (RT)
+29.63 -Y15-
F
CC C
C
C
F
F F
FF
C C C
C C
FF
F F
C C
F F
F
F
C
C
C
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL E
BERM DITCH
1901 1907
1902
1906
1904
1905
1921
1920
1908
1909
1922
1912
1911
1910
1914
1915
1916
1918
1917
1919
1923
15" RCP-III
15" RCP-III REMOVEREMOVE
1926 1927
1913
REMOVE REMOVE REMOVE
REMOVE
CB-G
CB-G
CB-G
CB-G CB-G CB-G
CB-F
CB-F
CB-F
CB-F
CB-FCB-F
CB-G
DI
CB-E
DI
SEE DETAIL E
BERM DITCH
P
P
FILL
W/FLOWABLE
PLUG & FILL
BDO
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
15" RCP-III 15" RCP-III
SEE DETAIL H
SPECIAL CUT DITCH
15"
DI
2GIB-NSS
SEE DETAIL A
LATERAL V DITCH
1924 1925
15"15"
15"
1903
DI
SYSTEM
REMOVE
18" RCP-III
CB-E
RC
P-
III
2
4
"
CB-F
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL I
CUT DITCH
SP. BACK OF CURB
1928
15"
E
L
B
O
W
S
1
5
"

2
-
1929
15"
18" RCP-IV1
5
"

R
C
P
-
IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV18" RCP-IV
15" RCP-IVRCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
1
5
"

R
C
P
-
I
V
15" RCP-IV
15" RCP-IV
T
T
S
T
T
T T
T
T
T
4 ", UNK
4 ", UNK
EOI
EOI
8 ", DUCTILE IRON
8 ", DUCTILE IRON
6 ", DUCTILE IRON
12 ", CAST IRON
12 ", DUCTILE IRON
6 ", CAST IRON
6 ", CAST IRON
15" HDPE 15" RCP
BST
C
A
N
O
P
Y
M
T
L
1SFD
(TYP.)
BOLLARDS
WD
HTR
CONC
CONC
30" C
O
NC
48" C
HL
48" C
HLHTR
CONC HW
VA
R
. G
R
CONC HW
GR
CONC
CONC GRCONC
1SFD
WELL
S
WOODS
WOODS
W
O
O
DS
S
S
CONC
1SFD
1SFD
PORCHCONC
CONC
10' GR
WELL
CONC
WELL VAR. GR
12" RCP
12" RCP
VAR.
S
OI
L
VAR. GR
12" RCP
12" RCP
GR BST 6" CONC
6"
C
O
N
C
UNITAIR/VAC
U/MTL CANOPY
8 GAS PUMPS
4-ISL'S
1SBLKBUS
CONC
PROPANE TANK
U/G GAS 72"
W
D
CONC
6"
C
O
N
C
BST
DIESEL-8,000 GAL
GAS-10,000 GAL
C
O
N
C
BST TELEPHONE
CONC
SIGN
MTL CAB
SIG
FUEL PUMP
DIESEL
CAPSTANK
BST
6" CONC
CONC
BST
6" CONC
GR
WOODS
12" RCP
COLU
M
NS
VAR. HT BLK
8-18" SQUARE
12" RCP
DK
1SFDDK
V
A
R.
G
R
48" CHL
14'
G
R
1SFD
DK
POSTWD
VINEYARD
POSTWD 48" CHL
V
A
R.
G
R
GR
WOODS
WOODS
9'
G
R
WELL CONC
W/BASEMENT1SBKD
20' C
O
N
C
DISHSAT
PORCH
T
A
N
K
A/
G
OIL
C
O
N
C
T
A
N
K
A/
G
G
AS
TOP=962.19'
DI
BST
BST
WD WALLVAR. HT
TIMBERSWD
T
A
N
K
A/
G
G
AS
CONCW/BASEMENT1SBKD
36" CONC
WELL
TIMBERSWD
20' BS
T
VAR. BST CULTIVATED FIELD
15" RCP
V
A
R
. G
R
GR
1SFD
PORCH
WELLS
C
O
N
C
S
W
O
O
D
S
SHRUBBERY
12" RCP
GR
36" C
O
NC
GR
GR
GR
60"
WD
WO
O
DS
GR
10
'

G
R
15" RCP
WELL
PORCH
1SFD
D
K
WOODS
WOODS
WOODS
36" CONC
STONE WALL
VAR. HTWELL
CONC
PORCH
W/BASEMENT1SBKDCONC
W
ALL
B
K
W
D
W
A
L
L
V
A
R.
H
T
G
R
VAR. GR
12" RCP
GR INV=963.51'12" HDPE
10" VCP
12"H
DPE
INV=964.68'
INV=964.89'
RIPRAP
9' C
O
N
C
1SBKD
9' C
O
N
C
8'
G
R
10" VCP
BLK WALL
VAR. HT
WD SIGN
36" WD POST & CABLE
36" WD POST & CABLE
INV=958.76'
TOP=966.36'INV=958.66'INV=958.66'
8"
DIP
TOP=965.92'INV=957.92'
TOP=975.77'
INV=968.77'
8" VC
INV=962.95'
TOP=971.95'
8" VC
8" VC
TOP=959.04'INV=951.19'
8" VC
VALVE
AIR RELEASE
(GARAGE)1SMTL
1SFBUS
4
8"
W
D
R
AI
L
LT
LT
W/LT
-BY- 190
-BL- 127
-BL- GPS R2577-7
VAR. GR
VAR. GR
DK
D
K
SSTEPSWD
HTR
HTRDK
DK S
SAT
TANKA/G OIL
GR
GR
60" WW 60" WW
60"
W
W
60" WW
48" CHL
48" CHL
S
DK
1SFD
VAR. GR
12" RCP
12" RCP
9' GR
30" C
O
NC
GATE
LT
LAMP
TANK
A/G OIL
48" WD RAIL
W/LT
W/LT
W/LT
W/LT
W/LT
W/LTPOLE
SIG
POLE
SIG
POLE
SIG
LT
LT
POLE
SIG
W/LT
W/LT
48"
W
W
S
LT
LT 1SFD
W/LT
S
48" CONC
LT
LT
12" STL
CHANGE OF PIPE
UNK LOC. FOR
12" RCP
48" C
HL
48" C
HL
48" CHL
WELL
WE
L
L
OTCB
12"
R
C
P
12" R
CP
S
(PER PLANS)
ENCASEMENT
35 L.F. OF 16" STEEL
BFP
LOCATION
POSSIBLE JB
S S
PUMPSEPTIC
S PUMPSEPTIC
S
48"
WD RAIL
S
BOLLARDS
BURIED
UNK
SPIGOT
36"
WD RAIL36" WD RAIL
36" WD RAIL
S
UNDER CONC
WELL/SEPTIC
POSSIBLE
T
R
E
E
S
S
C
A
T
T
E
R
E
D
TREESSCATTERED
CANOPY
WD
LT
SAT48"
W
W
48" CHL
STEPS
C
O
NC
TO DEAD END
BM11
BST
BST
CONC
BST
S
WAIN LN 20' BST
US 158/ REIDSVILLE RD 35' BST
OLD BELEWS CREEK RD 22' BST
US 158/ REIDSVILLE RD 40' BST
30" C&G
-EY16-
-EY17-
-EY17A-
T
T
S
T
T
T T
T
T
T
EOI
EOI
8 ", DUCTILE IRON
6 ", DUCTILE IRON
4" UNK
4" UNK
8" DI
12" DI
12" CI
6" CI
6" CI
EIP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
AXLE
EIPEIPEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
IRONANGLE
EIP
E
XISTIN
G R/
W
E
XISTIN
G R/
W
60.00'
EXISTING R/W
EXISTING R/W
60.00'
EXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60.00'
30.00'EXISTING R/W
10
2
.
0
0
'
10
2
.
0
0
'
EXISTING R/W EXISTING R/W EXISTING R/W
EXISTING R/W
15
0
.
0
0
'
4
8
.
0
0
'
4
8
.
0
0
'
EXISTING R/W
EXISTING R/W
-BY- 190
-BL- 127
-BL- GPS R2577-7
WOODS
60.00'
60.00'
60.00'
72"WD C
O
NC
WALL
N 01°44'54" E
202.55'S 88°22'58" E
132.67'
S 88°22'58" E
21.40'
S 88°21'59" E
78.60'
S 88°21'59" E
95.56'
N 01°30'29" E
99.98'
N 05°53'58" E
123.31'
N 05°53'58" E
200.00'
S 84°18'12" E
219.51'
N 01°30'29" E
99.98'
S 88°21'33" E
154.06'
S 88°29'08" E
68.05'
S 88°21'23" E
270.84'
N 00°51'58" E
151.13'
N 00°48'48" E
149.02'
S 87°54'30" E
161.15'
S 87°53'32" E
209.67'
N 01°43'28" E
S 87°52'46" E
250.48'
S 88°35'35" E
N 00°08'16" W
160.96'
S 88°47'35" E
183.74'
S 88°40'19" E
198.53'
N 00°04'15" W
150.04'
S 89°48'25" ES 89°58'09" E
N 01°35'55" W
192.25'
N 89°14'55" E
N 89°14'55" E
187.30'
N 05°36'39" E
78.00'
N 05°36'39" E
78.00'
N 05°36'39" E78.00'N 04°22'30" W66.42'N 89°17'26" E
53.03'N 04°35'30" W61.44'
S 89°46'39" E
145.38'
BEN R. HILL, TRUSTEE
DB 2193 PG 1936
N 89°17'26" E134.18'
N 89°18'52" E
187.23'
N 05°18'36" E
149.93'
LAXMI FOOD MART, INC.
DB 2568 PG 1318
20.55'
R/W TO EIP
21.82'
R/W TO EIP
N 89°18'52" E209.86'
N 89°36'05" E151.51'S 87°58'07" E
84.36'
187.34'
230.79'222.99'
167.61'
S 88°33'49" E
174.94'
DB 702 PG 282
DB 3182 PG 1845
MARI-LU INVESTMENTS, LLC
MARI-LU INVESTMENTS, LLC
DB 702 PG 282
DB 3182 PG 1845
DB 702 PG 282
DB 3182 PG 1845
MARI-LU INVESTMENTS, LLC
JEAN V TAYLOR
DB 1292 PG 702
PB 16 PG 112
DB 1349 PG 1229
CAROL M. WESTMORELAND
VIVIAN BROWN
BURNISE BROWN
DB 2218 PG 3542
MAREN D. JOHNSON
DON JOHNSON
DB 2943 PG 4319
DB 2748 PG 2311
DB 1349 PG 746
VAUGHN
WILLIAM RONALD
LARRIMORE
JONATHAN C.
SYLVIA E TRUELOVE
DB 3288 PG 2617
HEDRICK
RAYMOND TODD
DB 1937 PG 551
DB 2012 PG 223
VAUGHN
WILLIAM RONALD
LUNSFORD
BARBARA M.
JOE R. LUNSFORD
DB 1709 PG 2126
DB 1179 PG 1256
JEAN S. LEONARD
DB 842 PG 294
H.M. WATSON
PB 16 PG 112
DB 734 PG 497
COMMISSION
NC STATE HWY
DB 702 PG 287
DB 2655 PG 2857DB 702 PG 287
DB 2655 PG 2857
DEVELOPERS, LLC
BIG SKY
LLC
BIG SKY DEVELOPERS,
DB 877 PG 5
DB 349 PG 91
CAROL M. WESTMORELAND
DB 1166 PG 437
WILLIAM RONALD VAUGHN
TO EIP
7.40' EIP
TO EIP
12.80' R
W
TO EIP
12.77' R
W
TO EIP
12.70' R
W
T
O R
W
0.30' EIP
T
O R
W
0.59' EIP
T
O R
W
14.93' EIP
T
O R
W
13.93' EIP
BETSY LIVENGOOD WILSON
DB 3562 PG 1032
CAMILLA V. LEWELLYN
DAVID C. LEWELLYN
DB 3608 PG 4310
CAMILLA V. LEWELLYN
DAVID C. LEWELLYN
DB 3608 PG 4310
10'10'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
+
5
0
.0
0
100' TAPER
40'
12
'
12
'
12
'
12
'
150' TAPER
12
'
12
'
.
0
2
12
'
150' TAPER
.036.03
.01
.00
TYP24'
.02.011
.02 .01.02
.032.0212'.03.002
.02.01
.006.02
.01.00.01
TYP16'
+46.35
.01
+87.69
8:1FLARE.0176.0172
.02.02
15'
15'
40'20'
46' TAPER
TO EXIST
.01
.02.02
.01.02
.01
TYP24'
+
80.64
+
06.72
18'
18'
10'10'
+56.40
36'18'
+
13
.0
0
+
0
0
.0
0
8:1
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6
/
2
8
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
0
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 20
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
0
0
+
0
0

S
E
E

S
H
E
E
T

1
9
2,050
1,900
ADT 2040
ADT 2017
-L- US 158
-L- US 158
4,100
3,900
9,500
6,500
4,750
3,250
4,750
3,250
TRAFFIC DIAGRAM
1,600
1,300
35,000
18,500
1,650
1,850
28,000
14,900
-Y17- DARROW RD.
-Y16- OLD BELEWS CREEK RD.
1,600
1,300
C
F F
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
1
3
+
0
0

S
E
E

S
H
E
E
T

2
1
NAD 83/2011
FOR -Y17A- PROFILE SEE SHT. 47
FOR -Y17- PROFILE SEE SHT. 47
FOR -Y16- PROFILE SEE SHT. 47
FOR -L2- PROFILE SEE SHT. 38
FOR -L- PROFILE SEE SHT. 38
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
SEE SHEET 2B-4
FOR INTERSECTION DETAILS,
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

8
-
13
-
2
0
2
1
-

R
E
V
I
S
E
D

P
U
E

O
N

P
A
R
C
E
L

2
6
5

T
O

M
I
S
S

F
U
E
L

P
U
M
P
. '
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

T
H
I
S

F
U
E
L

P
U
M
P
. M
A
H
.
PROPOSED TRAFFIC SIGNAL
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

9
7

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
, R
E
M
O
V
E
D

T
C
E
. P
A
R
C
E
L
S

9
8

&

9
9

C
O
M
B
I
N
E
D

A
S

9
8

A
N
D

U
P
D
A
T
E
D

O
W
N
E
R

I
N
F
O
R
M
T
I
O
N
. M
A
H
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

6
-
2
8
-
2
0
2
2

-

R
E
M
O
V
E
D

T
C
E

C
L
A
I
M

F
R
O
M

P
A
R
C
E
L

2
6
4
. M
A
H
.
ELEV=966.51'
-L2- STA. 209+92.62 OFF 336.21' RT
N 877561 E 1661943
BM # 11
-Y16-
-Y17- POT Sta. 13+65.80
-Y17A- POT Sta. 11+78.84=
-Y17A-
205+00
210+00
PI Sta 205+00.00
D
L = 499.01'
T = 249.55'
R = 11,500.00'
-L2- POT Sta. 202+25.00
-L- POT Sta. 202+25.00=
-L2- PC Sta. 202+50.45
15+00
-Y16- POT Sta. 10+00.00
-L2- PC Sta. 209+41.95
200+00
-Y17- POT Sta. 11+57.96
-Y16- POT Sta. 15+92.36
-L2- POT Sta. 208+57.41=
-L2- PT Sta. 207+49.46
-L2-
-Y17A- POT Sta. 10+00.00
-Y17A- Sta. 10+50.00
BEGIN CONSTRUCTION
-Y17-
PI Sta 211+91.50
D
L = 499.01'
T = 249.55'
R = 11,500.00'
-L2-
DS= 50 MPH
SE= NC
DS= 50 MPH
SE= NC
-Y17- Sta. 16+94.00
END CONSTRUCTION
15+00
-L--L2-
-Y16- POT Sta. 11+00.00
BEGIN OVERLAY
-Y16- POT Sta. 12+20.24
BEGIN CONSTRUCTION
-Y16- POT Sta. 12+75.00
END OVERLAY
31.26' (RT)
+00.00 -Y17A-
45.00' (LT)
+00.00 -Y17A-
+44.45 -Y17-
30.31' (LT)
59.57' (LT)
30.33' (LT)
+69.00 -Y17-
263
264
265
266
267
268
97
98
75.00' (RT)
+48.00 -L2-
75.00' (RT)
+41.95 -L2-
PUE
PUE
96B
96C
195.00' (RT)
+27.00 -Y16-
195.00' (RT)
+55.00 -Y16-
73.00' (RT)
+00.00 -Y16-
262
92' (RT)
+44.00 -Y16-
30.50' (LT)
+27.59 -Y17A-
92.00' (RT)
+16.00 -Y16-
38.25' (LT)
+82.95 -Y16-
90.58' (RT)
73.40' (RT)
+22.00 -L-
84.94' (RT)
73.40' (RT)
+10.00 -L-
45.70' (LT)
36.59' (LT)
+50.00 -Y16-
45.40' (LT)
30.52' (LT)
+94.00 -Y17-
69.61' (RT)
+77.00 -Y17-
88.33' (LT)
+70.31 -L2-
108.00' (LT)
+80.78 -L2-
104.25' (LT)
+87.84 -L2-
88.73' (LT)
+79.58 -L2-
78.48' (LT)
75.00' (LT)
+89.00 -L-
83.02' (LT)
74.94' (LT)
+78.00 -L-
91.33' (RT)
75.00' (RT)
+08.00 -L2-
86.30' (RT)
79.00' (RT)
+22.00 -L2-
45.00' (LT)
33.54' (LT)
+90.00 -Y16-
90.86' (LT)
+29.00 -L2-
55.00' (RT)
40.00' (RT)
30.00' (RT)
+20.00 -Y16-
58.00' (RT)
+30.00 -Y16-
30.00' (RT)
+55.00 -Y16-
40.00' (RT)
+46.03 -Y16-
77.00' (RT)
75.00' (RT)
+00.00 -L2-
93.00' (RT)
75.00' (RT)
+02.00 -L2-
66.42' (RT)
+54.92 -L2-
95.00' (LT)
80.70' (LT)
+00.00 -L2-
95.00' (LT)
82.11' (LT)
+35.00 -L2-
92.87' (LT)
+76.50 -L-
53.43' (LT)
+89.09 -Y17-
61.46' (LT)
+38.83 -Y17-
73.00' (RT)
+13.29 -Y16-
96D
40.00' (RT)
+95.00 -Y16-
75.00' (RT)
+07.06-L2-
30.00' (LT)
+20.24 -Y16-
30.00' (RT)
+81.00 -Y16-
98
PL (RT)
+20.26 -L-
PL (RT)
+35.81 -L-
PL (RT)
+92.63 -L2-
PL (RT)
+08.51 -L2-
71.65' (RT)
-L2- +57.00
FF
C C
C
F
F
F
F
F
F
F
F
F C
F C
C
C CC
F F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
2002
2004
2001
2003
2005
REMOVE
2018
2011
2006
2012
2008
2013
2014
2010
2015
2019
REMOVE
REMOVE REMOVE
REMOVE
15" RCP-III
CB-F
CB-FCB-F
CB-F
CB-G
CB-G
CB-G
DI
RETAIN
CB-G
CB-G
CB-F
CB-F
2029
2028
CB-G
CB-G
2026
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL A
LATERAL 'V' DITCH
2032
2007
CB-G
SEE DETAIL A
LATERAL V DITCH
2034
2009
2022 CB-G
R
C
P
-
I
I
I

1
5
"
GRADE TO DRAIN
SEE DETAIL G
LATERAL V DITCH
RETAIN SYSTEM
R
C
P-III
1
8"
CB-F CB-F
DI
2017 15" RCP-III
SYSTEM
REMAINING
RETAIN DI &
OTCB
REMOVE
SEE DETAIL U
STANDARD V DITCH
2027
DI
DI
15" RCP-III
2GI-NSS
DI
2035
DI
2036
DI
2037
2020
CB-F
GEO FAB
RIPRAP W/ 10 SY
3 TONS CL B
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
18"
1
5
"
15" RCP-IV
15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15
" RC
P-
IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
VA
R
. S
O
IL
CULTIVATED FIELD WOODS
WD SIGN
BS
T
3SBKAPT
DKDKDK
W/BASEMENT1SBKD
T
A
N
K
A/
G
OI
L
1SBKD
36" WD POST & CABLE
9' GR
9
' GR
9' GR
WOODS9'
G
R
M
T
L
B
E
N
C
H
WOODS
36" WD POST & CABLE
8" VC
WOODS
8" VC
T
O
D
E
A
D
E
N
D
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
SPRING HEAD
POSSIBLE
STREAM
DISAPPEARING
V
A
R.
G
R
LT
V
A
R. C
O
N
C
36" WD POST & CABLE
LT
LT
VAR. HT CHL
LT
LT
LT LT
VAR. SOIL
BST
MAILBOXES
CONC W/
15" RCP
48" WD
WOODS WOODS
WOODS
60" CONC
48" WD 48" WD
4
8
"
W
D
10
.5
'

B
S
T
CONC
BST
(DILAPIDATED)
1SFD
S
LT
CONC
W/BSMT
1 •SFD
4
8
"
W
D
GAZEBO
RAMP
MTL
PORCH
BK
T
R
E
E
S
S
C
A
T
T
E
R
E
D W/BSMT
1SBKD
DECK
STONE
10
'

B
S
T
S
V
A
R
. C
O
N
C GR
DK
D
K
LT
WELL
WOODS WOODS
WOODS
WOODS
-BL- 128
48" CHL
GATE48" CHL
15" RCP
12" RCP
12" RCP
CONCCONCCONC
6
"

B
S
T
BK WALL
VAR. HT
SAT
(T
Y
P.)
WD
PO
ST
LT
PUMPSEPTIC
W/LT
W/LT
108" WD108" WD 108" WD
WD POST
PUMP
SEPTIC
DK
RAMP
60" WD
CONC
48"
CONC
(TYP.)
WD POST
(TYP.)
WD POST
(TYP.)
WD POST
8" VC 8" VC 8" VC
18
"
R
C
P
(S
A
N
D)
C
O
U
RT
V
OLL
E
Y
B
AL
L
T
ABLES
W/PIC
NIC
C
O
NC
H
OR
S
E
S
H
OE

P
IT
GR
AVE
L
E
Q
UIP
ME
NT
P
L
A
Y
G
R
O
U
N
D
(P
IC
N
IC

S
H
E
L
T
E
R
)
O
V
E
R

C
O
N
C
WD

C
A
N
O
P
Y
1
S
BK
BST
BST
BST
BST
T
A
B
L
E
S
W/P
IC
N
IC
C
O
N
C
60"
C
O
N
C
SOIL/GR WALKING TRAILS
VARIOUS WIDTH
BST
SR 2365/DARROW RD 22' BST
R
O
C
K
L
N
D
R
2
0'
B
S
T
W
TTT
6
"
DI
REB EIP EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
15
0
.
0
0
'
2.08'
-BL- 128
W
TTT
6
",
D
U
C
T
I
L
E
I
R
O
N
N

5
2
°
5
4
'
4
7
"

W
N

5
2
°
5
4
'
4
7
"

W
2
0
3
.
9
8
'
S

5
2
°
5
2
'
4
8
"

E
2
3
1.
2
6
'
S 36°54'10" W
120.53'
N

5
2
°
5
4
'
5
9
"

W
5
3
3
.
4
8
'
S 02°43'11" E121.24'
N 87°16'18" E157.18'S 89°26'36" E
253.25'
N 78°29'20" E
28.52'
N 78°23'20" E
197.57'
N 78°43'53" E
411.59'
N 76°36'42" E
335.31'
S 86°43'20" E
168.30'
S

4
6
°10
'
3
6
"
E
9
5
.
7
6
'
2
0
0
.
0
0
'
JENNIFER A. KING
DB 3063 PG 376
DB 940 PG 237
FRANCES C. SCOTT
DB 2979 PG 799
FORSYTH, LLC
A&C PROPERTIES OF
CHARLES E MCDANIEL
FRANCES H MCDANIEL
DB 1390 PG 367
PB 19 PG 29
PB 19 PG 29
FRANCES H MCDANIEL
DB 2374 PG 2094
ALMA W WATSON
DB 3350 PG 1169
DB 877 PG 5
DB 349 PG 91
CAROL M. WESTMORELAND
DB 1636 PG 417
PB 19 PG 29
JEANETTE E IRIZARRY
JACK IRIZARRY
PB 19 PG 29
DB 3159 PG 338
YAN YING CHEN
QI GUAN YE
7
5
'
2
4
'
2
4
'
12
'
12
'
12
'
12
'.
0
2
.
0
2
.
0
2
.
0
2
2
3
'
100' TAPER
12
'
12
'
12
'
12
'
200' MEDIAN TAPER
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
12'-7"
18'
M
E
D
2
3
'
M
E
D
3
0
'
2
4
'
2
4
'
+
4
9
.9
2
+
13
.0
0
+
5
0
.0
0
150' TAPER
+
6
3
.9
2
TAPER
150'
+44.32
R
4'42.35' LT
+89.29
78.72' LTR
4
5
'
44.67' LT
+49.34
R
2
0
0
'
+02.06
24'
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
3
/
2
9
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
1
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 21
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
1
3
+
0
0

S
E
E

S
H
E
E
T

2
0
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
2
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
FOR -D3- PROFILE SEE SHT. 50
FOR -L2- PROFILE SEE SHTS. 38-39

R
O
W

R
E
V
. -

5
/
10
/
2
0
2
1
-

R
E
V
I
S
E
D

P
D
E

A
N
D

T
C
E

A
L
O
N
G

P
A
R
C
E
L

2
6
8

&

2
6
9

A
P
P
R
O
X
I
M
A
T
E

-
L
2
-

S
T
A
. 2
16
+
0
0

R
T
. J
R
G
O
R
O
W

R
E
V
. -

3
/
2
9
/
2
0
2
2

-

R
E
V
I
S
E
D

R
O
W
&

T
C
E

O
N

P
A
R
C
E
L

2
7
0
. '
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

P
O
R
C
H
. M
A
H
.
-L2-
GREU TYPE TL-3
CAT-1 GREU TYPE TL-3
CAT-1
215+00 220+00 225+00
PI Sta 211+91.50
D
L = 499.01'
T = 249.55'
R = 11,500.00'
-L2- PT Sta. 214+40.97
-L2-
-Y17-
RAISED GRASS MEDIAN 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
SE= NC
DS= 50 MPH
-Y17- Sta. 16+94.00
END CONSTRUCTION
-Y17- POT Sta. 19+00.00
PI Sta 10+41.53
D
L = 26.85'
T = 13.95'
R = 40.00'
-D3-
PC Sta. 10+27.58
-D3- POT Sta. 10+00.00
-L2- POT Sta. 216+00.00=
-D3- POT Sta. 11+50.00
-D3- PT Sta. 10+54.43-
D3-
269
270
271
272
273
75.00' (RT)
+40.97 -L2-
268
274
87.23' (RT)
+53.00 -L2-
75.00' (RT)
+10.00 -L2-
75.00' (RT)
+90.00 -L2-
75.00' (RT)
+55.00 -L2-
100.00' (RT)
75.00' (RT)
+97.00 -L2-
100.00' (RT)
75.00' (RT)
+37.00 -L2-
68.00' (RT)
+92.00 -L2-
90.00' (RT)
+63.00 -L2-
90.00' (RT)
+45.00 -L2-
75.00' (RT)
+14.00 -L2-
144.00' (RT)
+60.00 -L2-
130.00' (RT)
+80.00 -L2-
96.00' (RT)
+70.00 -L2-
85.00' (RT)
75.00' (RT)
+65.00 -L2-
85.00' (RT)
75.00' (RT)
+90.00 -L2-
75.00' (RT)
+25.00 -L2-
68.00' (RT)
+70.00 -L2-
68.00' (RT)
+52.00 -L2-
75.00' (RT)
+97.00 -L2-
C
C
C F
F
F
F
F
C
F
C
C
F
F
C C
FC
C F
C C
FF
F F F
F
F F
F
C
C
2016
2108
2101
2109
2102
2103
2112
2119
2106
2113
2107
2116
CB-G
CB-G
CB-G
CB-G
CB-F
CB-F
CB-F
CB-G CB-G
RETAIN
SEE DETAIL A
LATERAL V DITCH
2122
2121
2123
CB-F
2110
CB-G
CB-G
REMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
SEE DETAIL Q
CHANNEL CHANGE
R
E
M
O
V
E
24" RCP-III
24" RCP-III
2111
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
2124
DI
DI
2118
w/MH
JB
30" RCP-III
CB-E
2125
CB-F
24" RCP-III 2104CB-F15" RCP-III
SEE DETAIL J
SP. LATERAL 'V' DITCH
24" RCP-III
15" RCP-IV 15" RCP-IV
15" RCP-IV 15"
RC
P-I
V
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
12" RCP12" RCP DI
INV=933.56'NO GRATE
IN
V
=
9
3
6
.
2
8
'
IN
V
=
9
3
6
.
2
9
'
INV=939.73'
S
DI
LOCATION
POSSIBLE JB
TOP=953.05'
18
" R
C
P
DI
18
"

R
C
P
18"
R
C
P
DI
STREAM
DISAPPEARING
STREAM
DISAPPEARING
STREAM
DISAPPEARING
6' CONC HW
8' CONC WW 8' CONC WW
1-
5
'
x
5
'

B
A
R
R
E
L6' CONC HW
8' CONC WW
8' CONC WW
C
U
L
1
C
U
L
2
H
W
1
C
E
1
C
U
L
3
C
U
L
4
H
W
2
C
E
2
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
LT W/LT
V
A
R
.
G
R
W/ 3SBW
72" CHL
L
T
GATE
72" CHL
8" V C
8" D
I
8
"

D
I
LT LT
15" RCP
VAR
. CONC
VAR. CONC
W/BSMT
1SBKD
W/
BS
MT
1S
B
K
D
36" CONC
D
K
P
O
OL
A/
G
SAT
36" CONC
BK WALL
VAR HT.
CONC
CANOPY
MTL
WOODS
WOODS
W
O
O
D
S
60" CONC
1SBKBUS
S
MTL
60" CONC
60" C
O
N
C
24" C
&
G
24"
C
&
G
24"
C
&
G
BST
60" CONC
2
6'
B
S
T
LT
1SFD
S
S
LT
V
A
R
.
G
R
WELL
W/LT 15" RCP
RIP RAP
RIP RAP
POLE
GUY
WOODS
WOODS
1SFD
D
K
D
K
9
'

B
S
T
LT
VAR. GR
11'

G
R
1SFD
18"RCP
S
MTL
S
WD
10
'

G
R
TREES
SCATTERED
WOODS
VAR. GR
V
A
R
.

G
R
9
'

G
R
1SBKD
DK
T
A
N
K
A
/
G

O
I
L
G
S
LT
WOODS
1SBKD
CONC
36"
V
A
R.
G
R
WOODS
WOODS
WOODS
-BL- 129
-BL- 130
24"
C
&
G
(TYP.)
WD POST
8" DI
W/ 3SBW
72" CHL
(PER PLANS)
ENCASEMENT
50 L.F. OF 16" STEEL
STATION
PUMP
GENERATOR
PANEL
ELECTRIC
VAULT
VALVE
GATE
MTL
4
8
"
W
D

R
A
IL
4
8
"

W
D

R
A
IL
S
72" WD
4
8
"
C
H
L
48" C
HL
BST
48"WDGATE48" WD
TANK
A/G OIL
WELL
WELL
TANKA/G OIL
6
0
"

W
W
6
0
"

C
H
L
60"
C
H
L
72" CHL
72" CHL
GATE60" CHL
8" VC
8" VC
8" VC
8" DI(PER PLANS)
APPROX. 185.4 L.F. DI(PER PLANS)
APPROX. 25 L.F. DI
ARBOR
U/WD
CONC ABANDONEDAPPEARS
BM12
S
18" R
CP
W/FES
18"
R
C
P
MAR
T
IN
MILL
CR
E
E
K
MAR
T
IN MILL CR
E
E
K
BST
US 158/ REIDSVILLE RD 52' BST
US 158/ REIDSVILLE RD 27' BST
30" C&G
T
T
H
H
TT
T
T ABAND
12" CI
EIP EIP
EIPR/W MON
EXISTING R/W
-BL- 129
-BL- 130
T
T
H
H
TT
T
T ABAND
12 ", CAST IRON
DB 2249 PG 1263
PB 10 PG 22
CITY OF WINSTON SALEM
N

5
0
°
12
'
5
9
"

W
15
0
.
0
0
'
S 39°47'01" W
125.00'
S

5
0
°
12
'
5
9
"

E
15
0
.
0
0
'
N 00°55'31" E
633.78'
N 87°19'29"
W
321.14'
N 87°19'29"
W
100.37'
S 87°19'29" E
101.88'
S 01°55'24" W
72.50'
N

5
9
°
2
7
'
4
1"

W
3
4
0
.
4
9
'
S 01°55'19" W
150.30'
S 86°27'16" E
N 04°05'47" E
108.55'
S 88°54'14" E
378.11'
S

6
6
°
0
3'
1
5
"
E
6
9
.
4
0'
S 86°28'43" E
349.79'
N 86°27'16"
W
19.97'
S 03°46'44" W
105.38'
S 82°52'36" E
263.08'
N 87°17'23"
W
1084.20'
N

5
9
°
2
7
'
4
1"

W
3
7
7
.
6
8
'
N

5
6
°
2
8
'
2
2
"

W
2
6
4
.
9
8
'
N 87°21'55" E
467.61'ALMA W WATSON
DB 3350 PG 1169
DB 3345 PG 195
PB 10 PG 22
MORTGAGE ASSOCIATION
FEDERAL NATIONAL
DB 2427 PG 1635
VANCO PROPERTIES LLC
VANCO PROPERTIES LLC
DB 2427 PG 1635
FRED MARTIN
MARILYN F MARTIN
DB 1879 PG 3360
DB 2553 PG 2998
DOROTHY C BROWN
PB 10 PG 22
DB 2929 PG 1747
OCULUS PARTNERS II LLC
PATRICIA S FULP
DB 2330 PG 2198
DB 1273 PG 1451
PB 10 PG 22
ROGER L SHARRON
KAY SHARRON
DUDLEY
MARK T
DB 3071
PG 1241
7
5
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
2
3
'
40'
200' MEDIAN TAPER
.
0
2
.
0
2
12
'
12
'
12
'
12
'
.
0
2
15
'
15
'
M
E
D
.
2
3
'
M
E
D
.
3
0
'
2
4
'
2
4
'
+
0
0
.
0
0 300' TAPER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
/
19
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
2
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 22
FOR -L2- PROFILE SEE SHT. 39
M
A
T
C
H
LI
N
E

-
L2
-

S
T
A
.

2
2
6
+
0
0

S
E
E

S
H
E
E
T

2
1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
M
A
T
C
H
L
I
N
E

-
L
2
-

S
T
A
.

2
3
8
+
0
0

S
E
E

S
H
E
E
T

2
3
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

0
5
-
19
-
2
0
2
2

-

A
D
D
E
D

C
U
R
B

C
U
T

F
O
R

F
U
T
U
R
E

D
R
I
V
E
W
A
Y
A
C
C
E
S
S

O
N

P
A
R
C
E
L

2
7
6
. M
A
H
.
CAT-1
GREU TYPE TL-3
CAT-1 GREU TYPE TL-3
230+00 235+00
PI Sta 232+54.75
D
L = 484.41'
T = 242.24'
R = 11,500.00'
-L2- PC Sta. 230+12.51 -L2- PT Sta. 234+96.92
-L2- PC Sta. 237+24.85
CAT-1
-L2-
RAISED GRASS MEDIAN1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
DS= 50 MPH
SE= NC
ELEV=935.26'
-L2- STA. 228+76.41 OFF 278.63 LT
N 879406 E 1662693
BM # 12
PI Sta 239+67.09
D
L = 484.41'
T = 242.24'
R = 11,500.00'
-L2-
DS= 50 MPH
SE= NC
-Y18- POT Sta. 11+22.94
END CONSTRUCTION
-Y18- POT Sta. 11+15.00
BEGIN MILL AND FILL
101
103
275
274
276
277
278
75.00' (RT)
+96.92 -L2-
75.00' (RT)
+24.85 -L2-
120.00' (LT)
93.80' (LT)
+50.00 -L2-
100
279
75.00' (RT)
+12.51 -L2-
77.00' (RT)
75.00' (RT)
+92.00 -L2-
79.00' (RT)
75.00' (RT)
+01.00 -L2-
82.90' (RT)
75.00' (RT)
+15.00 -L2-
79.21' (RT)
75.00' (RT)
+24.00 -L2-
91.14' (RT)
80.42' (RT)
+14.00 -L2-
89.15' (RT)
80.84' (RT)
+24.00 -L2-
123.27' (LT)
85.26' (LT)
+56.00 -L2-120.20' (LT)
84.07' (LT)
+86.00 -L2-
88.00' (RT)
+85.00 -L2-
85.00' (RT)
75.00' (RT)
+60.00 -L2-
85.00' (RT)
+90.00 -L2-
110.00' (LT)
96.63' (LT)
+60.00 -L2-
140.00' (RT)
+95.00 -L2-
260.00' (RT)
+86.00 -L2-
225.00' (RT)
+15.00 -L2-
225.00' (RT)
+00.00 -L2-
150.00' (RT)
+43.00 -L2-
157.00' (RT)
147.00' (RT)
+05.00 -L2-
157.00' (RT)
147.00' (RT)
+90.00 -L2-
220.00' (RT)
+05.00 -L2-
75.00' (RT)
+46.00 -L2-
75.00' (RT)
+20.00 -L2-
117.00' (RT)
+14.00 -L2-
117.00' (RT)
+93.00 -L2-
75.00' (RT)
+79.00 -L2-
120.00' (LT)
110.00' (LT)
95.09' (LT)
+10.00 -L2-
F
F
F
F
C
F C
C
C F
C F
F
F F
C
F C
F
F
C
F F
F
F F
CC
F
F
SP.DET.HW
2201
2205 2204
2202
2207
2203
2208
2212
2217
2213
2209
2214
2210
2211
2215
CB-F CB-F
CB-E
CB-E
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-G CB-G
CB-G CB-G
CB-G
REMOVE
2220
2219
2218
REMOVE SYSTEM
P
P
P
P
FILL
W/FLOWABLE
PLUG & FILL
REMOVE JB
REMOVE DI
RETAIN SYSTEM
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
2224
SEE DETAIL Q
CHANNEL CHANGE
2225
2232
CB-G
15"
15"
REMOVE
FS
REMOVE
SEE DETAIL K
W/ CL B RIPRAP
TOE PROTECTION
2229
2231
2226
NOT BURIED
5'x5' RCBC EXT.
48" WELDED STEEL
INSTALLATION
TRENCHLESS
RETAIN EX. RCBC
SP.DET.HW
2216
NOT BURIED
5'x5' RCBC EXT.
SEE DETAIL A
LATERAL V DITCH
18" RCP-III
FS
18" RCP-III
SEE DETAIL A
LATERAL 'V' DITCH
2227
OEP
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL V
CHANNEL STABILIZATION
INLET & OUTLET
SEE DETAIL E
BERM DITCH
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
18" RCP-III
DI
ADJUST
2 ELBOWS
18"
2

E
LB
O
W
S
1
5
"
2

E
LB
O
W
S
1
5
"
1
8
"
15" RCP-IV
15" RCP-IV
15"
SEE DETAIL A
LATERAL V DITCH
15" RCP-IV 18" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV15" RCP-IV
15" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
2GI
DI DI
DI
12" RCP
12" RCP
15"
H
DPE
12
" R
C
P
CB
CB
18" RCP
18" RCP
CB
CB
T
O
P
=
9
6
5
.
19
'
T
O
P
=
9
6
4
.
8
0
'
18
"
R
C
P
W
/
F
E
S
CB
15
" HD
P
E
DI
CB CB12" HDPE
LOCATION
POSSIBLE JB
12
" HD
P
E
15
"HD
P
E
15
" H
D
P
E
CB
CB
18" RCPW/FES W/FES
8"
V
C
18" RCP
W/FES W/FES
LT
G
1SBKD
DK
CONC
36"PAVERS
STONE
VAR. GR
V
A
R.
G
R
LT
V
A
R.
B
ST
U
/M
T
L

CANO
PY
T
ICK
E
T

BOO
TH
BROKEN-UP BST
V
A
R.
B
S
T
G
A
T
E
72"
C
H
L
WOODS
WOODS
WOODS
LT
LT
S
MTL
S
BK/MTL
LT
LT
LT
2
4
"
C
&
G
24" C&G
2
4
"

C
&
G
LT
LT LT
LT
LT
2
4
"

C
&
G 2
4
"

C
&
G
BST
BST
BST
CONC
1SBKBUS
72"WD
LT
CONC
FLUME
CONC
RIP RAP
RIP RAP
6
0
"

C
O
N
C
S
BK
S
MTL
S
MTL
LT
(
D
IL
A
P
ID
A
T
E
D
)
V
A
R
. B
S
T
MTL MOVIE SCREEN
W/BSMT
1SBKD
DK
V
A
R
.

C
O
N
C
CONC
WOODS
WOODS
W
O
O
DS
S
LT
S
1SFD
-BL- 131
-BY- 19
6
15" RCP 15" RCP15" RCP
W/LT
CONC
V
A
R
.

G
R
15" RCP
V
A
R
. G
R
LT S
MTL
S
BK
2
4
"
C
&
G
24" C&G12" HDPE
24" C&G
2
4
"

C
&
G
2
4
"
C
&
G
24" C&G
24" C&G
LT
LT
LT
S
MTL
S
MTL
24" C&G
24" C&G
24" C&G
LT
SPIGOT
(NO LT)
CONC BASE
60" CONC
6
0
"
C
O
N
C
60" CONC
1SBKBUSBST
BST
BST
BST
LT
LT
CONC
C
O
N
C
6
3"
B
K
63" BK
FREEZER
6
0
"

C
O
N
C CONCGATE90" MTL
BLK/BK WALL
VAR. HT
LT
LT
LT
S
MTL
60" BK 60" BK 60" BK
LT
CONC
BST BSTCONC2
4
"

C
&
G
2
4
"
C
&
G
2
4
"
C
&
G
BST
BST
BST
V
A
R
. B
S
T
BST
BST
LTLT
S
MTL
S
MTL
LT
LT
LT
BUS
1SMTL 2
4
"

C
&
G
2
4
"
C
&
G
CONC
8
"
C
O
N
C

C
U
R
B
S
MTL
(DILAPIDATED)
BARN
S
6
0
"

V
IN
Y
L

R
A
IL
6
0
" WW
60
"
WW
6
0
"
C
H
L
72" C
HL
72" C
HL
72" CHL
GATE72" CHL
12"
RCP
S
WD
8" VCP
POST
LT
MTL
POST
MTL LT
P
O
S
T
MT
L

L
T
B
O
L
L
A
R
D
S
MT
L
(TYP.)
BOLLARDS
MTL(T
Y
P.
)
B
O
L
L
A
R
D
S
M
T
L LAMP
WELL
LT
TANK
A/G OIL BLK WALL
VAR. HT
V
A
R
. C
O
N
C
WELL
CONC
48"
BFP
MANHOLES
GREASE
BFP
B
O
L
L
A
R
D
S
8" VC
8
"
DI
8" DI
8
"
D
I
8" VC 8" VC 8" VC
(PER PLANS)
APPROX. 212.1 L.F. VC
ABANDONED
APPEARS
S
15
" P
V
C
POST
MTL
T
O

U
S

H
W
Y
6
6

(
O
L
D

H
O
L
L
O
W

R
D
.)

T
O

U
S

H
W
Y
6
6

(
O
L
D

H
O
L
L
O
W
R
D
.)

T
O
US
H
W
Y 15
8 (
R
EI
DS
VI
L
L
E
R
D.)
US 158/ REIDSVILLE RD 64' BST
BST
WA
L
K
E
R
T
O
WN

C
O
M
M
O
N
S

C
I
R

3
3
'

B
S
T
B
S
T
WA
L
K
E
R
T
O
WN

C
O
M
M
O
N
S

D
R

3
8
'

B
S
T
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
M
AR
TI
N
S
T
19'
B
S
T
30" C&G
30" C&G
2
4
"
C
&
G
2
4
"

C
&
G
30" C&G
30
" C
&
G
2
4
"
C
&
G
2
4
"
C
&
G
2
4
"

C
&
G
36" C&G
MONOLITHIC CONC ISLAND
T
T T
S
TTH
H
T
BACK FLO
W PREVENTER
BFP
BFPBFP
SIG HH
2
"

U
N
K
4" UNK
2
"

U
N
K
8
" D
I
P
B

4
5

P
G

15
6
3
6
'

P
V
T

A
C
C
E
S
S

E
S
M
T
P
B

4
5

P
G

15
6
P
V
T

A
C
C
E
S
S

E
S
M
T
PB 49 PG 98
30' SANSEWER & WATER ESMT
PB 49 PG 98
20' SANSEWER ESMT
P
B

4
9

P
G

9
8
3
0
'

S
A
N
S
E
W
E
R

&

W
A
T
E
R

E
S
M
T
PB 49 PG 98
20'WATER ESMT
EIP
E
IP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
E
IP
17
5
.
0
0
'
EIP
E
XIS
TI
NG
R/
W
E
XIS
TI
N
G
R/
W
EIP
E
I
P
E
IP
(
10
2
'
)
(
7
5
'
)
17
7
.
0
0
'
EIP
EXISTING R/W
EIP
-BL- 131
-BY- 19
6
8
"
C
O
N
C

C
U
R
B
S
T
A
.
A
IR
/
V
A
C
T
T T
S
TTH
H
T
BACK FLO
W PREVENTER
BFP
BFPBFP
2

"
,

U
N
K
4 ", UNK
2

"
,

U
N
K
8

",
D
U
C
T
IL
E

IR
O
N
SIG HH
S 01°40'41" W
150.11'
N

5
0
°
2
9
'
0
2
"

W
15
9
.
8
2
'
S

6
5
°
5
4'
0
6
"
E
2
7
0
.
8
9'
N 40°49'26" E
165.56'
N 40°57'15" E
91.65'
S

4
0
°
4
7
'
4
9
"

W
6
.
5
0
'
N

4
9
°
12
'
11"
W
3
0
.
0
2
'
N

4
9
°
12
'
11"
W
4
4
5
.
9
9
'
N

4
9
°
12
'
11"

W
9
7
.
8
0
'
N

5
2
°
3
8
'
13
"

W
3
4
.
4
6
'
S

3
7
°
2
1'
4
7
"

W
8
.
0
0
'
N 52°38'13" W
20.00'
N 37°21'47" E
8.00'
N 52°38'13" W
17.29'
S

4
5
°4
6
'
11"
E
6
2
.
6
6
'
S

4
9
°
16
'
2
5
"

E
10
8
.
7
9
'
N 40°49'05" E 221.92'N 40°04'14" E
63.54'
N

4
9
°
15
'
5
7
"

W
17
4
.
0
9
'
S 01°43'06" W
124.17'
S 01°43'06" W
132.22'
N 05°45'56" E
552.19'
S 86°05'00" E
333.62'
S 86°05'00" E
318.11'
S 01°43'06" W
194.38'
12
0.5
3'
N
7
2°5
6'2
2"
E
S

4
9
°
5
4
'
5
6
"

E
9
7
.
0
3
'
S 01°40'30" W
79.08'
S

4
9
°
4
8
'
15
"

E
5
1.
9
2
'
N

4
9
°
4
9
'
17
"

W
117
.
18
'
S 02°27'28" W
N

4
9
°
5
4
'
5
6
"

W
18
2
.
5
9
'
N

5
6
°
2
8
'
2
2
"

W
S

4
9
°
12
'
11"

E
2
17
.
2
8
'
S

5
0
°
19
'
2
6
"

E
16
5
.
3
0
'
PB 52 PG 28
DB 2345 PG 3181
GLENWOOD WALKERTOWN CO LLC
DB 2544 PG 84
JUDY N BULLOCK
PB 47 PG 127
PB 45 PG 156
DB 2720 PG 4044
WALKERTOWN LLC
A C T PROPERTIES
BCP SPEEKS DRIVE LLC
DB 2794 PG 3983
PB 52 PG 28
PHYLLIS C WILLIAMS
ROBERT E WILLIAMS
DB 2208 PG 2751
PHYLLIS C WILLIAMS
DB 2208 PG 2751
DB 1879 PG 3360
FRED MARTIN
MARILYN F MARTIN
BUTTONWOOD FAMILY LLC
PB 10 PG 22
DB 3197 PG 3704
DB 2422 PG 2443
TWP PROPERTIES LLC
PHYLLIS C WILLIAMS
DB 3071 PG 1241
DUDLEY
MARK T
DUDLEY
MARK T
PW PROPERTIES LLC
DB 2138 PG 3587
P
W

P
R
O
P
E
R
T
IE
S

L
L
C
D
B

2
13
8

P
G

3
5
8
7
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
+
0
0
.0
0
100' TAPER
EXIST.
.01
.02
.02
+97.00
+91.00
EXIST.
.02
12
'
+
0
0
.0
0 200' TAPER
30'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
12
'
.
0
2
.
0
2
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.026
.02
.03
.04
.05 .02
.05.02
EXISTEXIST
TY
P
.
2
1'
+80.40
11.4'11.4'
.02
+59.10
-Y20- STA 96+40.00
PROJECT U-5824
TIE TO ADJACENT
BEGIN CONSTRUCTION
12
'
21'21'
12
'
12
'
R
6
0
'
R
6
0
'
R
6
0
'
11.37' RT
-Y19A- +12.01
+98.62 +42.54
R
6
0
'
+52.10
+37.80
21' RT
-Y19- +02.10
21' LT
-Y19- +02.10
161' TAPER
+83.35
+29.40
17.49' LT
-Y18- +00.77
17.27' LT
-Y18- +03.99
R
5
0
'
R
6
0
'
11.34' LT
-Y19A- +10.11
DO NOT DISTURB
SIGN
REMOVE
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/
2
5
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
3
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 23
M
A
T
C
H
LIN
E

-
L-

S
T
A
.

2
4
8
+
0
0

S
E
E

S
H
E
E
T

2
4
F
F
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
M
A
T
C
H
L
I
N
E

-
L
2
-

S
T
A
.

2
3
8
+
0
0

S
E
E

S
H
E
E
T

2
2
FOR -Y19A- PROFILE SEE SHT. 48
FOR -Y19- PROFILE SEE SHT. 47
FOR -Y18- PROFILE SEE SHT. 47
FOR -L2- PROFILE SEE SHT. 39
FOR -L- PROFILE SEE SHT. 39

WERE PURCHASED UNDER U-5824.
EASEMENTS THAT ARE SHOWN BUT NOT FLAGGED
ACQUIRED UNDER THAT PROJECT; NO CLAIM ON R-2577A.
PARCELS WITH U-5824 TIP NUMBER (84) WAS
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

0
1-
2
5
-
2
0
2
2

-

A
D
D
E
D

F
L
A
G
S

F
O
R

T
C
E

A
N
D

A
U
E

O
N

P
A
R
C
E
L

2
8
3
. M
A
H
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

0
1-
0
5
-
2
0
2
2

-

C
H
A
N
G
E
D

P
A
R
C
E
L

U
-
5
8
2
4

8
6

T
O

P
A
R
C
E
L

2
8
3
. J
R
G
O
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

11-
2
3
-
2
0
2
1
-

A
D
D
E
D

C
U
R
B

C
U
T

F
O
R

P
A
R
C
E
L
S

10
3

&

10
6
. J
R
G
O
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

A
D
D
E
D

D
U
E

&

P
D
E

O
N

P
A
R
C
E
L

10
4

&

10
6
B
. M
A
H
.
N
O
T
E

A
D
D
E
D

R
E
G
A
R
D
I
N
G

U
-
5
8
2
4

P
A
R
C
E
L
S

F
O
R

W
H
I
C
H

N
O

C
L
A
I
M

W
A
S

M
A
D
E

O
N

R
-
2
5
7
7
A
. M
A
H
.
'
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

T
W
O

S
I
G
N
S

A
N
D

L
I
G
H
T

P
O
L
E

O
N

P
A
R
C
E
L

U
-
5
8
2
4

8
6

(
L
I
G
H
T

P
O
L
E

I
S

P
A
R
T
I
A
L
L
Y
O
N

P
A
R
C
E
L

2
8
2
)
.
R
I
G
H
T

O
F

WA
Y
R
E
V
I
S
I
O
N
:

8
-
13
-
2
0
2
1
-

'
R
E
M
O
V
E

S
I
G
N
'

N
O
T
E

A
D
D
E
D

O
N

P
A
R
C
E
L

2
8
1. '
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

S
I
G
N

A
N
D

L
I
G
H
T

P
O
L
E

O
N

P
A
R
C
E
L

2
8
1.
240+00
245+00
-L- PC Sta. 246+64.24
-
Y18
-
-
Y19
-
-L-
PI Sta 249+17.35
D
L = 506.13'
T = 253.11'
R = 11,500.00'
SE = NC
DS = 50 MPH
-L-
-Y18- POT Sta. 12+74.43
-Y19- POT Sta. 12+74.39
-L- POT Sta. 242+63.32
-Y19- POT Sta. 10+00.00=
-Y18- POT Sta. 11+23.00
END CONSTRUCTION
-Y19- POT Sta. 11+20.00
END CONSTRUCTION
GREU TYPE TL-3
CAT-1
-L2- PT Sta. 242+09.26
-L- POT Sta. 242+08.28=
CAT-1
-L2- POC Sta. 239+52.19
-Y18- POT Sta. 10+02.87=
PI Sta 239+67.09
D
L = 484.41'
T = 242.24'
R = 11,500.00'
-L2-
GREU TYPE TL-3
DS= 50 MPH
SE= NC
-L- POT Sta. 246+72.18
-Y19A- POT Sta. 10+00.00=
-Y19A- POT Sta. 12+80.84
-Y19A- POT Sta. 11+40.00
END CONSTRUCTION
CONCRETE ISLAND
120.00' (RT)
108.00' (RT)
+00.00 -L-
120.00' (RT)
99.86' (RT)
+20.00 -L-
280
281
282
104
105
103
120.00' (RT)
96.57' (RT)
+20.00 -L2-
120.00' (RT)
108.00' (RT)
+95.00 -L2-
110.00' (LT)
77.10' (LT)
+40.00 -L2-
100.00' (LT)
75.18' (LT)
+40.00 -L-
279
100.00' (LT)
85.00' (LT)
+85.00 -L2-
106
110.00' (LT)
76.66' (LT)
+70.00 -L2-
120.00' (LT)
85.00' (LT)
+90.00 -L2-
121.53' (LT)
78.13' (LT)
+85.00 -L2-
110.00' (LT)
100.00' (LT)
73.87' (LT)
+60.00 -L-
110.00' (LT)
73.67' (LT)
+10.00 -L-
75.00' (RT)
+06.03 -L2-
84' (RT)
+65.00
84
U-5824
106B
100.00' (LT)
71.78' (LT)
+40.00 -L-

106A
426.58' (LT)
+07.84 -L-
416.05' (LT)
+01.31 -L-
402.02' (LT)
+22.45 -L-
381.93' (LT)
+16.88 -L-
380.14' (LT)
+24.97 -L-
394.01' (LT)
+34.56 -L-
402.11' (LT)
+44.40 -L-
353.64' (LT)
+96.18 -L-
365.67' (LT)
+99.48 -L-
283
103.19' (RT)
+70.56 -L-
119.89' (RT)
+70.43 -L-
140.00' (RT)
101.33' (RT)
+40.00 -L-
140.00' (RT)
102.49' (RT)
+00.00 -L-
F
F
F
F
F
F
C F
F
F
F
FF
C
F
F F
2311
2313
2323
2301 2302
2304
2314
2324
2305
2310
2317
2318
2306 2307
2319
2321
2322
23092308
REMOVE REMOVE REMOVE REMOVE
GRADE TO DRAIN GRADE TO DRAIN
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
SEE DETAIL A
LATERAL V DITCH
2312
15" RCP-III
REMOVE
15 " R C P -III
2325
15" RCP-III
RETAIN
Adj. CB
CB-F CB-F CB-F CB-F
CB-F CB-F
CB-F
CB-G CB-G
CB-G
CB-G CB-G
CB-E
CB-E
2326
2327
15" RCP-III
24" RCP-III
24" RCP-III
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL A
V DITCH
LATERAL
RC
P
-
III
2
4
"
RETAIN SYSTEM
SEE DETAIL A
LATERAL V DITCH
CB-E
DI DI
Adj. CB
2328
OEP
REMOVE
SEE DETAIL U
STANDARD V DITCH
SEE DETAIL U
STANDARD V DITCH
2315
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SYSTEM
RETAIN
18"
15" 2 ELBOWS
8
"
V
C
8
"
V
C
8" V C
4'
C
O
N
C
H
W
S
CB
TOP=980.79'
15"RCP
W/FES
1
5
"
R
C
P
TOP=981.03'CB
15"RCP
T
O
P
=
9
7
9
.
9
9'
1
5
"
R
C
P
D
I
I
N
V
=
9
6
7
.
3
0'
S
30" RCP
I
N
V
=
9
6
7
.
3
0'
I
N
V
=
9
6
7
.
9
6'
T
O
P
=
9
8
0
.
6
8'
C
B
C
B
15
" R
C
P
CB
DI
DI
18" RCP
18
"

R
C
P
CB
CB
CB
18
"

R
C
P
CB
CB
15" RCPW/FES
CB
DI
DI
CBT
O
P
=
9
8
2
.
6
3
'
T
O
P
=
9
8
2
.
11'
15" RCP
15" R
CP
18" RCP
18
"

R
C
P
DI
DI
CB
CB CB
CB
CB
15
"

R
C
P
15
" R
C
P
15
"

R
C
P
15" RCP
15
"
R
C
P
15" RCP
W/BSMT
1SFD
48" CONC
L
O
C
A
TI
O
N
P
O
S
SI
B
L
E J
B
15"
V
C
P
18" RCP
VAR. CONC
C
O
N
C
7
2
"
2
S
F
D
W/LT
W/
L
T
S
B
K
P
O
S
T
P
V
C
-BL- 132
-BY- 195
-BY- 197
-BL- GPS R2577-9
1
S
B
K
D
12" RCP
1
1.
5'
C
O
N
C
1SBKD
CANOPYC
O
N
C
W/L
T
1
6.
5'
CONC W/B
S
MT
1S
B
K
D
V
A
R. BST 12" RCP
C
O
N
C
C
A
N
OP
Y
W
D
TREESSCATTERED
WOODS
W O O D S
V
A
R
.

G
R
9
'

G
R
S
VINYL
POLE
SIG
W/LT
SIG POLE
WOODS
WOODS 1SFD
9
'

B
S
T
8'
G
R/
SOI
L
15" RCP
VA
R.
G
R
S
S
WOODS
WOODS
W OODS
WOODS
12
'

G
R
GR
PAD
CONC
LT
LT
BLK WALL
VAR. HT
24" C&G
2
4
"

C
&
G
2
4
"

C
&
G
CONC
8
"

C
O
N
C

C
U
R
B
LT
POLE
SIG
24" C&G
24" C&G
LT
STA.
AIR/VAC
S
M
T
LS
B
K
24" C&G
VAR. HT BLK WALL
BST
2
4
"

C
&
G
2
4
"
C
&
G
B
S
T
L
T
1S
B
K
B
U
S
C
O
N
C
2
4
"
C
&
G24" C&G
18" C&G
18" C&G
18" C&G
B
S
T
B
S
TBST
CONC
CONC18" C&G
S
M
T
L
/
B
K
L
T
2
4
"

C
&
G
2
4
"
C
&
G
24" C&GL
T
B
S
T
B
S
T
2
4
"

C
&
G
C
O
N
C
C
O
N
C
1S
B
K
B
U
S
S
M
T
L
/
B
K
60" CONC
60" CONC
24" C&G
18
" C
&
G
18" C&G 18" C&G
18
"

C
&
G
18
"

C
&
G
18
"

C
&
G
18"
C
&
G
1
8
" R
C
P
DI
18
"

C
&
G
LT
LT
18" C&G
S
MTL
6
6
"
-
7
2
"

C
O
N
C
66"-72" CONC
18" C&G
LT LT
POLE
SIG
18"
C
&
G
S
MTL
CONC
24"
CONC
24"
CONC
60"
6
0
"
C
O
N
C
BST
BST
BST
BST
1SBLKBUS
18" RCP
18
" C
&
G
PAD
CONC
CONC
GATE
102" WD
WA
L
L
10
2
" B
L
K
C
O
N
C
CONC
WALL
102" BLK
GATE
102" WD
LT
6
0
"
C
O
N
C
6
0
"
C
O
N
C
LT
6
0
"
C
O
N
C
60" CONC
24" C&G
24" C&G
2
4
"

C
&
G
2
4
"

C
&
G
2
4
"

C
&
G
BST
24" C&G
24" C&G
BST
BST
BST
LT
LT
LT
LT
1SFBUS
60" CONC
8
4
"

C
O
N
C
8
4
"

C
O
N
C
S
MTL
S
MTL
TRAPS
GREASE
C
O
N
C
S
MTL
S
MTL
24" C&G
2
4
"

C
&
G
2
4
"

C
&
G
24" C&G24" C&G
LT
LT
LT
LT
LT
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
C
O
N
C
24" C&G
24" C&G
1SBKBUS
BST
BST
BST BST BST
BST
S
BK
POLE
FLAG
BOLLARD
MTL
BLK WALL
VAR. HT
6
0
"
C
O
N
C
6
0
"
C
O
N
C
2
4
"

C
&
G
2
4
"

C
&
G
LT
LT
LT
6
0
"
C
O
N
C
6
0
"
C
O
N
C
CONC
60"
S
BK
18" C&G
18
"

C
&
G
18
"

C
&
G
CONC
18" C&G
PANEL
ELEC.
SSTONE
CONC
48"
CONC
48"
TANK
A/G OIL
B
O
L
L
A
R
D
S
C
O
N
C
V
A
U
L
T
U
T
I
L
I
T
Y
1
5
"
R
C
P
18
" R
C
P
L
O
C
A
T
I
O
N
P
O
S
S
I
B
L
E
J
B
1
5
"
R
C
P
C
O
N
C
WELL
PAVERS30" STONE
CONC
S
S
LT S
TANK
A/G OIL
TANK
A/G OIL
PAVERS
18" STONE
CONC
LAMP
INV=980.45'
2
4
"

R
C
P
INV=980.43'
S
15" RCP
60" MTL
CAB
SIG
S
FDC
15" CMP
RIP RAP
WELL
WELL
POLES
SERVICE
4SBW DILAPIDATED
15
" P
V
C
T
O

N
E
A
L

T
R
A
I
L

D
R
.
T
O

N
E
A
L

T
R
A
I
L

D
R
.
TO WALKERTOWN LANDING DR.
BM13
B
A
R
N
(D
ILA
P.)
B
A
R
N
B
A
R
N
US 158/ REIDSVILLE RD 40' BST US 158/ REIDSVILLE RD 54' BST
US 158/ REIDSVILLE RD 64' BST
W
A
L
K
E
R
T
O
W
N

L
A
N
D
I
N
G

D
R

3
6
'

B
S
T
P
E
A
R
L

V
I
E
W

D
R

2
4
'

B
S
T
B
S
T
B
S
T
N
C
6
6
S
O
U
T
H/

O
L
D
H
O
L
L
O
W
R
D
6
4'
B
S
T
B
S
T
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLAND
N
C
6
6
S
O
U
T
H/

O
L
D
H
O
L
L
O
W
R
D
3
5'
B
S
T
M
ARTI
N
S
T
1
9'
BS
T
M
ONOLI
T
HI
C
C
ONC I
S
L
AND
C
O
N
C
MARTIN ST 18' BST
M
O
N
O
L
I
T
H
I
C
C
O
N
C
I
S
L
A
N
D
M
O
N
O
L
I
T
H
I
C
C
O
N
C
I
S
L
A
N
D
2
4
"
C
&
G
2
4
"

C
&
G
2
4
"
C
&
G
2
4
"

C
&
G
3
0
"
C
&
G
3
0
"
C
&
G
30" C&G
MONOLITHIC CONC ISLAND
NEIL TRAIL DR 26' BST
T
HH
S
HHT
T
W
S
SS
HH
T
HH
T
TT
TT
T T T
E
O
I
E
O
I
FDC
EOI
SIG HH
SIG HH
SIG HH
SIG HH
4
" UNK
6
"
U
N
K
6
"
U
N
K
4" UNK
12" CI
1
2
"
C
I
12" CI
6
"
C
I
12" DI
6" CI
2"
CI
6" DI
6" DI
8
"

D
I
PB 55 PG 78
SANITARY SEWER & WATERLINE ESMT
NON-EXCLUSIVE
P
B

5
5

P
G

7
9
6
0
'

P
V
T

R
IG
H
T
-
O
F
-
W
A
Y
W
A
L
K
E
R
T
O
W
N

L
A
N
D
IN
G

D
R
IV
E
P
B

5
5

P
G

7
8
S
A
N
I
T
A
R
Y

S
E
W
E
R

&

W
A
T
E
R
L
I
N
E

E
S
M
T
N
O
N
-
E
X
C
L
U
S
I
V
E
PB 55 PG 78
SANITARY SEWER & WATERLINE ESMT
NON-EXCLUSIVE
PB 55 PG 7925' PSDE
PB 55 PG 7925' PSDE
PB 55 PG 7925' PSDE
PB 55 PG 7925' PSDE
PB 55 PG 7925' PSDE
PB 55 PG 79
46' PVT RIGHT-OF-WAY
NEAL TRAIL DRIVE
P
B

5
5

P
G

7
9
4
6
'

P
V
T

R
IG
H
T
-
O
F
-
W
A
Y
P
E
A
R
L

V
IE
W

D
R
IV
E
PB 55 PG 79
46' PVT RIGHT-OF-WAY
NEAL TRAIL DRIVE
PB 49 PG 98
20'WATER ESMT
P
B

4
9

P
G

9
8
3
0
'

S
A
N
S
E
W
E
R

&

W
A
T
E
R

E
S
M
T
PB 49 PG 98
30' SANSEWER & WATER ESMT
R
E
B
NAIL
R
E
B
R
E
B
REB REB
MARK
PAINT
EIP
NAIL
MARK
PAINT
REB
MON MON
E
IP
EIPEIP
E
X
I
S
T
I
N
G
R/
W
E
X
I
S
T
I
N
G
R/
W
M
A
G
N
A
I
L
NCGS MON
17
7
.
0
0
'
E
XI
S
TI
NG
R/
W
60.00'
E
XI
S
TI
NG
R/
W
M
O
N
R
/
W
17
7
.
0
0
'
E
I
P
E
X
I
S
T
I
N
G
R/
W
EIPEXISTING R/W
E
X
I
S
T
I
N
G
R/
W
VAR. WIDTH
EXISTING R/W
M
O
N
R/
W
EXISTING R/W
6
0.0
0'
E
X
I
S
T
I
N
G
R/
W
60.00'
E
X
I
S
T
I
N
G
R/
W
EI
P
PB 55 PG79
25' PSDE
WOODS
TREES
SCATTERED
-BL- 132
-BY- 195
-BY- 197
-BL- GPS R2577-9
METAL CANOPY
1SBKBUS
CONC
CONC
8
"

C
O
N
C

C
U
R
B
S
V
E
N
T
S
S
C
O
V
E
R
S
T
A
N
K
U
G
T
A
N
K
A
R
E
A
LT
LT
LT
SIDEWALK
S
ID
E
W
A
L
K
S
T
A
.
A
I
R
/
V
A
C
C
O
N
C
.
I
R
R.
F
P
L
T
S
BL
K
V
A
R.
HT
T
HH
S
HHT
T
W
S
SS
HH
T
HH
T
TT
TT
T T T4

",
UNK
6

",
U
N
K
6

",
U
N
K
4 ", UNK
E
O
I
E
O
I
FDC
EOI12 ", CAST IRON
1
2

",
C
A
S
T

I
R
O
N
12 ", C
AST IR
O
N
12 ", DUCTILE IRON
6

",
C
A
S
T
I
R
O
N
6 ", CAST IRON
2 ",
CAS
T I
RON
6 ", DUCTILE IRON
6 ", DUCTILE IRON
8

"
,

D
U
C
T
IL
E

IR
O
N
SIG HH
SIG HH
SIG HH
SIG HH
S 25°27'00" W
189.22'
S 11°13'44" E
62.43'
N

5
7
°
2
5
'
0
7
"

W
2
15
.
3
1'
N

5
7
°
2
5
'
0
7
"

W
10
6
.
0
4
'
S 42°03'44" W
266.08'
39.15'
38.82'
S

4
7
°
5
5'
4
6
"
E
5
.
0
0'
S 42°04'14" W
203.47'
N

4
7
°
5
5
'
4
6
"

W
15
.
0
1'
S 48°03'02" E
34.78'
S 42°21'35" W
5.00'
S

4
7
°
5
5
'
4
6
"

E
18
3
.
7
0
'
S 42°04'14" W
184.84'
S

4
7
°
5
7
'
18
"

E
2
3
7
.
6
7
'
S 42°04'14" W
182.00'
N 42°04'14" E
217.16'
S

4
7
°
5
6
'
0
3
"

E
2
16
.
5
2
'
N

4
7
°
5
7
'
0
7
"

W
18
1.
3
1'
N 47°55'46" W
35.00'
N 43°54'38" E
5.07'
N 82°32'27"
W
427.83'
N

4
7
°
5
7
'
3
2
"

W
8
5
.
2
0
'
S

4
7
°
4
1'
0
5
"

E
12
1.
5
6
'
S

4
7
°
5
6
'
5
7
"

E
2
18
.
9
3
'
S 42°13'41" W
281.93'
149.71'S 25°55'56" W
S

4
9
°
4
8
'
15
"

E
N

4
9
°
4
9
'
17
"

W
S
7
0
°
4
9'
0
0
"
E
1
0
0.
0
0'
72.40'
N 21°19'06" E
155.26'
N 20°57'28" E
140.00'
S 77°01'27"
W
257.09'
N 82°48'45"
W
252.90'
S
7
0
°
4
9'
0
0
"
E
1
1
4.
0
5'
1
0
2.
14
S
7
2
°
4
3'
5
7
"
E
201.92'N 17°17'08" E
(0.10' EIP TO R/W)
S 02°27'28" W
N

4
3
°0
5
'
3
0
"
W
14
3
.
9
5
'
S42°04'14"W
N11°50'50"W
DB 2263 PG 1230
JEANETTE B NEAL
WALTER H NEAL
FRANCIS READ
ADER HAMMACK
DB 3063 PG 3940
PB 21 PG 84
PB 21 PG 84
C L GRACE
PATRICIA BUTLER
ROBERT L BUTLER
DB 3053 PG 3978
PB 21 PG 84
BCP SPEEKS DRIVE LLC
DB 2794 PG 3983
PB 52 PG 28
OLD SCHOOL
VENTURES LLC
DB 2729 PG 1463
PB 51 PG 87
GOODWILL INDUSTRIES OF
NORTHWEST NC INC
DB 3023 PG 861
PB 55 PG 78
WALKERTOWN LANDING LLC
DB 3167 PG 2828
PB 55 PG 78
MCDONALDS REAL
ESTATE COMPANY
DB 2854 PG 2778
PB 55 PG 78
PB 58 PG 115
RESTAURANT PROPERTY
INVESTORS II LLC
DB 3167 PG 2823
PB 55 PG 78
DB 3088 PG 2875
REP PROPERTY, LLC
PB 45 PG 156
HOUSE INC
WAFFLE
PG 214
DB 2994
PHYLLIS C WILLIAMS
DB 2208 PG 2751
JAMES G HOLT
DB 2022 PG 3391
JEFFREY A MIDKIFF
DB 2415 PG 2943
METHODIST CHURCH
DB 1897 PG 1221
MORRIS CHAPEL UNITED
PW PROPERTIES LLC
DB 2138 PG 3587
PB 55 PG 79
DB 2925 PG 2401
ARC CVWKTNC001, LLC
WALKERTOWN LANDING LLC
DB 3167 PG 2828
PB 55 PG 78
HARVEY B DILLON
KAREN DILLON
DB 1125 PG 166
PB 21 PG 84
DB 1939 PG 1477
PAUL L ROBERTS
SHIRLEY W ROBERTS
P
W

P
R
O
P
E
R
T
IE
S

L
L
C
D
B

2
13
8

P
G

3
5
8
7
N 23°36'00" E
39.82'
E
E
E
E
E
E
E
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
.02
.02
.01
+93.81
EXIST.
.02
.01
.02 T
Y
P
.
2
1
'
+11.90
+20.30
EXIST.
12
'
150' TAPER
+
5
0
.0
0
.01
.02
.01
.02
12
'
12
'
12
'
12
'
36'
100' TAPER
ISLAND
CONCRETE
-Y20- STA. 100+30.63
PROJECT U-5824
TIE TO ADJACENT
END CONSTRUCTION
-Y20- STA 96+40.00
PROJECT U-5824
TIE TO ADJACENT
BEGIN CONSTRUCTION
SIDEWALK
EXIST.
TIE TO
SIDEWALK
EXIST.
TIE TO
CONC. SIDEWALK CONC. SIDEWALK
100' TAPER450' RIGHT TURN
12
'
300' RIGHT TURN
12
'
12
'
15
'
12
'
12
'
12
'
+59.96
+04.89
R
6
5
'
14.94' LT
-Y21- +03.4314.98' RT
-Y21- +98.96R
5
0
'
+52.31
+98.68
R
5
0
'
18.39' LT
-Y22- +02.03
R
6
0
'
18.03' RT
-Y22- +00.87
4
9' I
N
C.
DISTURB
DO NOT
DISTURB
DO NOT
SIGN, PANEL, & LIGHT
DO NOT DISTURB
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/
2
5
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
4
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 24
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A
.

2
4
8
+
0
0

S
E
E

S
H
E
E
T

2
3
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
6
1
+
0
0

S
E
E

S
H
E
E
T

2
5
FOR -Y22- PROFILE SEE SHT. 48
FOR -Y21- PROFILE SEE SHT. 48
FOR -Y20- PROFILE SEE SHT. 48
FOR -L- PROFILE SEE SHTS. 39-40
28,000
14,900
2,600
3,100
26,700
19,000
ADT 2040
ADT 2017
-L- US 158
-L- US 158
13,400
15,800
16,100
17,300
6,365
3,390 4,100
5,200
TRAFFIC DIAGRAM
-Y20- OLD HOLLOW RD.
-Y20- OLD HOLLOW RD.
3,400
2,400
2,760
1,080
DARROW ROAD.
THAN U-TURN AT
AT NC 66 RATHER
THE LEFT TURN-LANE
THAT WILL UTILIZE
FOR ADDITIONAL TRAFFIC
REVISED TO ACCOUNT
FORECAST HAS BEEN
NOTE THAT TRAFFIC
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L-
PI Sta 249+17.35
D
L = 506.13'
T = 253.11'
R = 11,500.00'
PI Sta 95+14.03
D
L = 467.13'
T = 233.91'
R = 3,500.00'
-Y20-
PI Sta 105+62.01
D
L = 206.63'
T = 103.33'
R = 4,585.00'
SE = NC SE = 0.03
DS = 50 MPH
SE = 0.03
DS = 50 MPH DS = 50 MPH
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
PROPOSED TRAFFIC SIGNAL
WERE PURCHASED UNDER U-5824.
EASEMENTS THAT ARE SHOWN BUT NOT FLAGGED
ACQUIRED UNDER THAT PROJECT; NO CLAIM ON R-2577A.
PARCELS WITH U-5824 TIP NUMBER (82, 83, 84, 85, 87, 92) WERE
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

0
1-
2
5
-
2
0
2
2

-

A
D
D
E
D

T
C
E
, A
U
E

F
L
A
G
S

O
N

P
A
R
C
E
L

2
8
3
. A
D
D
E
D

'
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

F
O
R

P
A
R
C
E
L

2
8
3

S
I
G
N
. P
A
R
C
E
L

U
-
5
8
2
4

9
2

O
W
N
E
R
S

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

0
1-
0
5
-
2
0
2
2

-

C
H
A
N
G
E
D

P
A
R
C
E
L

U
-
5
8
2
4

8
6

T
O

P
A
R
C
E
L

2
8
3
. J
R
G
O
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

A
D
J
U
S
T
E
D

P
U
E

A
N
D

A
D
D
E
D

D
U
E

O
N

P
A
R
C
E
L
S

10
6
A

A
N
D

10
6
B
. A
D
J
U
S
T
E
D

T
C
E

O
N

P
A
R
C
E
L
S

3
0
3

&

10
9

T
O

R
E
F
L
E
C
T

U
-
5
8
2
4

P
U
R
C
H
A
S
E
. M
A
H
.
N
O
T
E

A
D
D
E
D

R
E
G
A
R
D
I
N
G

U
-
5
8
2
4

P
A
R
C
E
L
S

F
O
R

WH
I
C
H

N
O

C
L
A
I
M

W
A
S

M
A
D
E

O
N

R
-
2
5
7
7
A
. M
A
H
.
'
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

2

L
I
G
H
T

P
O
L
E
S
, P
A
N
E
L
, A
N
D

S
I
G
N

O
N

P
A
R
C
E
L

3
0
2

A
L
O
N
G

-
Y2
2
-
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

8
-
13
-
2
0
2
1
-

'
D
O

N
O
T

D
I
S
T
U
R
B
'

N
O
T
E

A
D
D
E
D

F
O
R

L
I
G
H
T

P
O
L
E

O
N

P
A
R
C
E
L

3
0
2

A
L
O
N
G

-
Y2
1-
.
255+00
250+00
-Y20- PT Sta. 97+47.25
9
5
+
0
0
260+00
-Y20- PC Sta. 104+58.68
-L- PT Sta. 251+70.38
-L- POT Sta. 250+40.52
-Y20- POT Sta. 98+68.84=
-L- POT Sta. 255+23.74
-Y21- POT Sta. 10+00.00=
-L- POT Sta. 260+20.07
-Y22- POT Sta. 10+00.00=
-Y21- POT Sta. 12+73.07 -Y22- POT Sta. 12+73.17
-
Y
2
0
-
-
Y2
2
-
-
Y2
1-
ELEV=973.41'
-L- STA. 248+95.97 OFF 363.68 RT
N 880558 E 1664454
BM # 13
-Y21- POT Sta. 11+45.00
END CONSTRUCTION
-Y22- POT Sta. 11+30.00
END CONSTRUCTION
CAT-1
RAISED GRASS MEDIAN
WCCWCC
-L-3'
100.00' (LT)
67.18' (LT)
+80.00 -L-
100.00' (LT)
67.12' (LT)
+10.00 -L-90.00' (LT)
+00.00 -L-
109
25.00' (LT)
+45.00 -Y21-
107.84'(RT)
+70.00 -L-
302
302
35.19' (LT)
+30.00 -Y22-
29.83' (RT)
+30.00 -Y22-
107.70' (RT)
+90.91 -L-
107.77' (RT)
+55.93 -L-
90.00' (LT)
66.72' (LT)
+10.00 -L-
100.00' (LT)
75.00' (LT)
+90.00 -L-
303
84
U-5824
83
U-5824
82
U-5824
92
U-5824
85
U-5824
87
U-5824
106B
106A
67.42' (LT)
+61.81 -L-
100.00' (LT)
+64.41 -L-
22.40' (RT)
+45.00 -Y21-
107.60'(RT)
+02.85 -L-
59.75' (RT)
+47.25 -Y20-
80.42' (RT)
+50.13 -Y20-
100.00' (LT)
71.78' (LT)
+40.00 -L-82.66' (RT)
+10.15 -Y20-
59.75' (RT)
+18.90 -Y20-
87.00' (RT)
+47.00 -Y20-

87.00' (RT)
59.75' (RT)
+68.00 -Y20-
84.00' (RT)
+87.09
-Y20-
70.63' (LT)
+85.00 -L-
283
133.00' (RT)
+17.00 -Y20-
75.53' (RT)
+48.00 -Y20-
76.96' (RT)
+79.02 -Y20-
121.45' (RT)
+66.34 -Y20-
59.17' (RT)
+84.09 -Y20-
37.22' (RT)
+73.81 -Y20-
73.00' (RT)
+70.00 -Y20-
73.00' (RT)
+74.93 -Y20-
38.42' (RT)
+75.33 -Y20-
F
F
F
F
FFF
F
F
FF F F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
15" RCP-III
CB-G
CB-F
CB-G CB-G
CB-G CB-G
CB-G CB-G CB-G CB-G CB-G
CB-F CB-F CB-F CB-F CB-F
15" RCP-III 15" RCP-III
18
"

R
C
P
-
III
15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III
2421 2403
2401
2402
2422
2405
24202406
2416
2415 2414
2412
2407
2408
2419
2409
2411
24132417
2418
GRADE TO DRAIN
SYSTEM
RETAIN
GRADE TO DRAIN
CB-F
ADJUST CB
2429
2430
2427
2428
SEE DETAIL A
LATERAL V DITCH
CB-E
CB-E
R
E
M
O
V
E REMOVE
18" RCP-III
GEO FAB
RIPRAP W/ 10 SY
3 TONS CL B
15"
15" RCP-III
RCP-III
15"
24" RCP-III
PIPE
RETAIN
DI
RETAIN DI
RCP-III
18"
18" RCP-III 2410
w/MH
JB
15"
2432
15" RCP-IV 15" RCP-IV 24" RCP-III
2
4
"

R
C
P
-
II
I
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV 2424
CB-G
2423
CB-F
24" RCP-III
SEE DETAIL N
SCOUR HOLE
PREFORMED
T
HH
T
T
T
TEST STATION
EOI EOI
12 ", DUCTILE IRON
INV=979.37'
DI
-BL- GPS R2577-9
18" C&G
18
"

C
&
G
LT
1S
B
K
B
U
S
CONC
CONC
CONC
CONC
S
BK/MTL
LT
LT
LT
24" C&G
2
4
"

C
&
G
1SBKBUS
C
O
N
C
C
O
N
C
BST
BST
WALL
102" BKCONC
GATE
102" MTL
8" DIP
UNKNOWN
END
8" DIP
UNKNOWN
END
WOODS
WOODS
WOODS
WOODS
W
O
O
D
S
10
' B
S
T
10
' B
S
T
4
8
" WD

R
A
IL
4
8
"
W
D

R
A
IL
4SBW 4SBW
4
S
B
W
4
S
B
W
VAR. GR
VAR. GR
VAR. GR
VAR. GR
VAR. GR
REPEATERS
POLE W/
10'
B
S
T
10'
B
S
T
15" RCP
-BL- GPS R2577-10
BLOCKADE
DIRT
BLOCKADE
DIRT
STOCKPILE
DIRT
WOODS
WOODS WOODS
POLE
GUY
INV=971.25'
18
"

R
C
P
18
"

R
C
P
INV=968.77'
INV=971.11'RIP RAP
T
R
A
P
S
G
R
E
A
S
E
12" RCP
INV=977.67'INV=976.78'
RUINS
WD SHED
15"RCP
1
3'
G
R
17
'

B
S
T
S
R

2
0
12
T
O
D
E
A
D
E
N
D
OLD WHITE RD.
BM14
US 158/ REIDSVILLE RD 28' BST US 158/ REIDSVILLE RD 40' BST
-L-
T
HH
T
T
T
TEST STATION
EOI EOI
12" DI
PB 62 PG 120
46' PRV R/W & UTIL ESMT
PB 55 PG 78
SANITARY SEWER & WATERLINE ESMT
NON-EXCLUSIVE
REB
REB REB
REB
EIP
EXISTING R/W
EXISTING R/W
17
7
.
0
0
'
15
0
.
0
0
'
-BL- GPS R2577-9
-BL- GPS R2577-10
N 47°55'46" W
35.00'
N 43°54'38" E
5.07'
S 42°04'14" W
80.00'
S 42°00'53" W
130.01'S

4
7
°
5
5
'
0
3
"

E
4
6
.
13
'
S 42°06'10" W
229.99'
S

4
7
°
5
5
'
3
8
"

E
2
3
5
.
7
5
'
S

4
7
°
5
6
'
4
4
"

E
2
3
4
.
9
9
'
S

4
7
°
5
5
'
4
9
"

E
2
3
3
.
8
5
'
S

4
6
°
3
9
'
17
"

E
4
6
.
0
1'
S

4
7
°
5
2
'
2
8
"

E
9
4
.
2
0
'S 02°10'22" W
120.63'
N 88°13'34"
W
333.21'
S

4
4
°5
6
'
0
3
"
E
2
6
2
.
8
2
'
S 28°06'08" W
285.02'
S 27°59'12" W
47.60'
S 36°07'59" E
34.65'
S
6
8
°
4
3'
4
7
"
E
4
9
8.
7
5'
N

4
7
°
4
4
'
5
3
"

W
4
5
0
.
0
4
'
PB 58 PG 115
PB 58 PG 115
HOUSE INC
WAFFLE
PG 214
DB 2994
HARVEY B DILLON
KAREN DILLON
DB 1125 PG 166
DB 3211 PG 4251
KAREN B DILLON
DB 2608 PG 2820
JANIE L PIERCE
CHARLES W PIERCE
KEYSTONE AT WALKERTOWN
DB 3192 PG 795
LANDING LLC
PB 62 PG 120
DB 3189 PG 1456
LANDING LLC
KEYSTONE AT WALKERTOWN
PB 62 PG 120
DB 3207 PG 3276
WALKERTOWN LANDING LLC
FRIENDLY CAR CARE INC
DB 3191 PG 2552
PB 58 PG 115
JANIE L PIERCE
NANCY L CARMICHAEL
DB 2244 PG 2437
WALKERTOWN LANDING LLC
DB 3167 PG 2828
PB 55 PG 78
TONY S VERNON
CHRISTA V NORRELL
DB 780 PG 244
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
15
'
15
'
18'
R
6
0
'
18.03' RT
-Y22- +00.87
24'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2
/
3
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
5
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 25
FOR -L- PROFILE SEE SHT. 40
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
6
1
+
0
0

S
E
E

S
H
E
E
T

2
4
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
7
4
+
0
0

S
E
E

S
H
E
E
T

2
6
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
265+00 270+00
ELEV=979.15'
-L- STA. 270+22.52 OFF 302.91 RT
N 882167 E 1665833
BM # 14
-L-
CAT-1CAT-1 GREU TYPE TL-3
GREU TYPE TL-3
RAISED GRASS MEDIAN RAISED GRASS MEDIAN 1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
66.15' (LT)
+00.00 -L-
90.00' (LT)
+50.00 -L-
66.41' (LT)
+50.00 -L-
110
111
70.00' (LT)
+50.00 -L-
110.00' (LT)
65.91' (LT)
+00.00 -L-
90.00' (LT)
66.72' (LT)
+30.00 -L-
90.00' (LT)
+00.00 -L-
109
112
88.56' (RT)
83.10' (RT)
+02.00 -L-
88.56' (RT)
+85.94 -L-
86.52' (LT)
66.95' (LT)
+50.00 -L-
120.00' (LT)
90.00' (LT)
+50.00 -L-
110.00' (LT)
65.91' (LT)
+35.00 -L-
285
301A
35.19' (LT)
+30.00 -Y22-
90.00' (LT)
66.72' (LT)
+10.00 -L-
100.00' (LT)
+40.00 -L-
100.00' (LT)
66.41' (LT)
+70.00 -L-105.00' (LT)
66.64(LT)
+90.00 -L-
105.00' (LT)
+20.00 -L-
120.00' (LT)
90.50' (LT)
+95.00 -L-
F
F
F
F
F F
F
FF
FF
F
F
FF
FF
F
CB-G
CB-F
CB-G CB-G CB-G CB-G CB-G CB-G CB-G CB-G CB-G CB-G
CB-G
CB-F CB-F CB-F
CB-F
CB-F CB-F CB-F CB-F CB-F
15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III 2501
2503
2504 2510 2509 2508 2507
2502
2516 2515 2514
2512
2513
2505
2506
2519 2520 2521 2522
25182517 2529 2528 2527 2526
2530
2525
2523
2524
15" RCP-III 15" RCP-III
REMOVE
RETAIN
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
REMOVE
GRADE TO DRAIN
REM
O
V
E RETAIN
ADJUST CB
2531
R
C
P
-
III

18
"
CB-G
2
4
"
RC
P-III
CB-F
24" RCP-III
JB w/MH
CB-F
RCP-III
15"
ROD & LUG
15" CSP 2 ELBOWS
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
15" RCP-III
15" RCP-III
RC
P
-
III
2
4
"
POOL
VAR. GR
8' GR
W/LT
W/BSMT
1SBKD
V
A
R.
BS
T
BK WALL
VAR. HT
LT
-BL- 133
VAR. BST
7
'

G
R
LT
W/BSMT
1SBKD
HTR
1SFD
S S
DK
DK
TANK
A/G LP
TANK
A/G OIL
W/LT
15" RCP
TREES
SCATTERED
1SBKD
PAV
E
R
S
CON
C
TREES
SCATTERED
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
12
" RC
P
1SFD
4
8
"

C
O
N
C
7'
G
R
7
'

G
R
1SFD
60" WD
6
0
"

W
D
48" CHL
4
8
"
C
H
L
4
8
"
C
H
L
48" CHL
72" WD
S
CONC
36"
CONC
6
0
"

W
D
GATE
72" WD
72" WD
GATE48" CHL
W/BSMT
1SBKD
S
(BK)
S
DK
TREES
SCATTERED
LAMP
TANK
A/G OIL
CONC
STEPS
BK
8
'

G
R
W/BSMT
1SFD
TANK
A/G OIL
W
D
4
8
"
W/LT
CANOPY
MTL
S
1 •SBKD
DK
CONC
42" CONC
VAR. GR
BST
15" RCP
VAR
. G
R
30" CONC
3
0
"C
O
N
C
TREESSCATTERED
STEPS
CONC
PAVERS
BK
15" RCP
LT
POLE
FLAG
24
"
C&G
2
4
"

C
&
G
2
4
"
C
&
G
LT
B
ST
CONC
CONC
S
V
INYL
S
M
T
L
S
VINYL
S
W
D
U
/MT
L
C
A
N
O
P
Y
3
GA
S
P
UMP
S
3
-IS
L
'S
1SM
T
LB
U
S
48"
C
O
N
C
L
T
24" C&G
2
4"
C
&
G
24" C&G
24" C&G
B
ST
S
LT
S
M
T
L
2
4"
W
D
R
AI
L
W
O
O
DS
18" R
CP
SA
T
C
O
N
C
C
A
P
S
U/
G
T
A
N
K
CULTIVATED FIELD
18
"

R
C
P
WELL
TANK
A/G LP
36" WD
RUINS
POLE
SERVICE
15" RCP
S
PUMP
SEPTIC
WELL HOUSE
WELL
CONC
S
2
5
' B
S
T
V
A
R
. G
R
V
A
R.
G
R
12" RCP 12" RCP
S
A
T
W/
L
T
9'

B
S
T
BST
WELL BK WALL
VAR. HT
BK
GR
BLK WALLVAR. HT
DI
C
O
N
C
4
0
"

C
O
N
C
CONC
CONC
10
'

C
O
N
C
1
0
'

C
O
N
C
12' CONC
C
O
N
C
3
6
"CONC
36"
WELL
12" RCP
WELL
TANK CAP
U/G OIL
BK
18
' GR
8
' GR
10' GR
9' GR
C
O
N
C
4
2
"
TANK
A/G OIL
W
D
4
8
"
C
O
N
C
3
6
"
S
MTL
SPIGOT
DI
DI
DI
12 " H
D
P E
12" HDPE
12
"

H
D
P
E
TA
N
K
A/
G
C
O
N
C
S
RAILROAD SPIKE SET IN 48" OAK TREE
PIPES
VENT
15" RCP
15" RCP
CAPS
U/G TANK
OLD WHITE RD.
BM15
S
P
IGO
T
MONOLITHIC CONC ISLAND
BST
T T
T
T
BACK FLO
W PREVENTER
EOI
E
OI
8"
DI
12" DI
P
G

18
8
6
D
B

3
117

E
S
M
T
3
0
'

I,
E
,
R

D
B

13
0
7

P
G

5
14
2
5
' A
C
C
E
S
S

E
S
MTD
B

18
13

P
G

5
3
2
10
'

W
A
T
E
R
L
I
N
E

E
S
M
T
REB
REB
EIP
EIP
AXLE
EIP
EIPEIPEIPEIPR/W MON
15
0
.
0
0
'
15
0
.
0
0
'
VAR. GR
-BL- 133
US 158/ REIDSVILLE RD 28' BST
T T
T
T
BACK FLO
W PREVENTER
EOI
E
OI
8
",
DU
CTI
LE I
RO
N
12 ", DUCTILE IRON
D
B

2
9
9
0

P
G

3
4
3
A
L
M
A

D

A
M
O
S
N 42°27'45" E
399.02'
S 27°59'12" W
47.60'
N
5
9
°
4
7'
2
8
"
W
2
7
3
.
6
1'
S 27°59'12" W
192.00'
S

6
0
°
2
5'
3
9
"
E
1
7
5
.
8
5'
S 01°42'47" W
220.52'
N 01°07'00" E
58.20'N 42°11'07" E
200.00'
N 01°00'50" E
201.87'
N 01°50'39" E
233.47'N

5
6
°4
0'
4
0
" E
5
18
.
19'
S 84°39'28"
W
434.95'N 00°00'55" W
244.17'
S 01°44'31" E511.99'
N 01°26'42" W251.95'
S
53
°07'08
"
W
178
.91'
N

4
6
°
5
9
'
0
6
"
W
2
0
3
.
3
9
'
S

4
0
°5
3
'5
5
" E
2
0
5
.9
9
'
N

3
8
°5
9
'3
1" W
2
6
5
.9
9
'
S

3
8
°5
9
'3
1" E
2
7
8
.9
3
'
N 32°40'58" E
233.21'
S 86°30'54" E
513.23'
N

5
8
°
0
0
'
4
8
"

W
18
6
.
15
'
S

5
7
°
5
0
'
3
1"

E
18
5
.
7
2
'
N

5
7
°
4
5
'
4
3
"

W
13
4
.
0
8
'
S

5
4
°
4
9
'
0
3
"

E
8
5
.
6
1'
S 23°14'17" W
144.18'
N 23°14'17" E
155.42'
S 42°11'17" W
150.08'
S

4
2
°4
4
'
2
0
"
E
13
3
.
2
6
'
S

4
9
°
16
'
5
6
"

E
16
4
.
5
6
'
S

4
0
°5
7
'4
3
" E
2
2
3
.4
9
'
JANIE L PIERCE
NANCY L CARMICHAEL
DB 2244 PG 2437
FACTORY INC
MATTRESS
DB 2958 PG 1261
DB 662 PG 382
RAYMOND H NEAL
DB 2656 PG 4327
ALMA D AMOS DB 2990 PG 343
ALMA D AMOS
DB 3284 PG 1747
LINDA R HALL
PB 64 PG 159
QUALITY OIL COMPANY LLC
DB 1966 PG 2784
DB 3117 PG 1886
VELDA M WALSH REVOCABLE TRUST
MARTY C CHAMBERS
TERESA A CHAMBERS
DB 1650 PG 1318
DB 2026 PG 2816
RICHARD V LINVILLE
DB 2026 PG 2813
RICHARD V LINVILLE
DB 1855 PG 1266
CHRISTA V NORRELL
TONY S VERNON
TONY S VERNON
CHRISTA V NORRELL
DB 780 PG 244
KEYSTONE AT WALKERTOWN
LANDING LLC
DB 3189 PG 1456
PB 62 PG 120
KEYSTONE AT WALKERTOWN
DB 3192 PG 795
LANDING LLC
JERRY L AMOS
CYNTHIA M AMOS
DB 1787 PG 2753
MICHAEL T. MATTHEWS
DB 3537 PG 113
12
'
12
'
12
'
12
'
12
'
12
'
12
'
.
0
2
.
0
2
.
0
2
.
0
2
15
'
15
'
150' TAPER
+
9
2
.2
9
150' TAPER+
2
5
.0
0
36'
200' MEDIAN TAPER
+
9
9
.8
5
12
'
12
'
12
'
12
'
M
E
D
3
0
'
12
'
12
'
12
'
M
E
D
3
5
'
12
'
18'18'18'18'18'
18'
18'18'18'
2
4
'
2
3
'
3
6
'
12
'
12
'
12
'
12
'
12
'
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
18'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
3
/
7
/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
6
.
d
g
n
m
h
o
u
s
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 26
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
7
4
+
0
0

S
E
E

S
H
E
E
T

2
5
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
8
7
+
5
0

S
E
E

S
H
E
E
T

2
7
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
118
NAD 83/2011
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
FOR -D4- PROFILE SEE SHT. 50
FOR -L- PROFILE SEE SHTS. 40-41
SEE SHEET 2B-4
FOR INTERSECTION DETAILS,

R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
2
5
-
2
0
2
1
-

A
D
D
E
D

D
R
I
V
E
W
A
Y
A
T

-
L
-

S
T
A
. 2
7
4
+
3
0

R
T
. T
O

P
R
O
V
I
D
E

A
C
C
E
S
S

F
O
R

A
D
J
A
C
E
N
T

P
R
O
P
E
R
T
Y. B
V
E
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

113

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

3
-
8
-
2
0
2
2

-

P
A
R
C
E
L

117
A

A
D
D
E
D
. J
R
G
O
.
275+00 280+00 285+00
ELEV=932.74'
-L- STA. 284+85.96 OFF 512.40 RT
N 883107 E 1666974
BM # 15
-L-
GREU TYPE TL-3
RAISED GRASS MEDIAN
PI Sta 10+89.36
D
L = 55.85'
T = 33.56'
R = 40.00'
PI Sta 11+74.45
D
L = 55.85'
T = 33.56'
R = 40.00'
-D4-
-D4- POT Sta. 10+00.00=
-D4- PT Sta. 11+11.64
-D4- PC Sta. 11+40.88
-D4- PT Sta. 11+96.73
-D4- POT Sta. 12+52.53=
-D4- PC Sta. 10+55.79
-L- POT Sta. 278+14.91
-L- POT Sta. 279+42.31
-D4-
90.00' (LT)
+00.00 -L-
90.00' (LT)
78.86' (LT)
+00.00 -L-
BEGIN C/A
105.00' (RT)
82.47' (RT)
+00.00 -L-
END C/A
82.45' (RT)
+35.64 -L-
112
113
114
115
116
117
285
287
288
289
291
82.66' (RT)
+07.15 -L-
100.00' (RT)
+50.00 -L-
82.61' (RT)
+75.00 -L-
105.00' (RT)
+40.00 -L-
145.00' (RT)
+55.00 -L-
102.00' (LT)
+55.00 -L-
79.40' (LT)
+90.00 -L-
130.45' (LT)
+80.00 -L-
85.00' (LT)
68.09' (LT)
+70.00 -L-
90.00' (RT)
81.65' (RT)
+55.00 -L-
90.00' (RT)
81.24' (RT)
+15.00 -L-
110.00' (LT)
+80.00 -L-
145.00' (RT)
105.00' (RT)
+90.00 -L-
88.56' (RT)
83.10' (RT)
+02.00 -L-
101.30' (RT)
82.60' (RT)
+92.00 -L-
92.10' (RT)
82.60' (RT)
+14.00 -L-
92.85' (RT)
82.34' (RT)
+52.00 -L-
92.24' (RT)
+78.00 -L-
117.31' (RT)
+82.00 -L-
114.87' (RT)
82.06' (RT)
+98.00 -L-
85.47' (LT)
67.86' (LT)
+09.00 -L-
88.91' (LT)
78.14' (LT)
+46.00 -L-
110.00' (LT)
96.18' (LT)
66.99' (LT)
+10.00 -L-
110.00' (LT)
100.00' (LT)
93.46' (LT)
66.95' (LT)
+80.00 -L-
80.32' (LT)
+00.00 -L-
86.52' (LT)
66.95' (LT)
+50.00 -L-
95.82' (LT)
87.25' (LT)
67.89' (LT)
+27.00 -L-
92.00' (LT)
67.60' (LT)
+62.00 -L-
292
100.00' (LT)
90.20' (LT)
+90.00 -L-100.00' (LT)
67.71' (LT)
+20.00 -L-
100.00' (LT)
85.28' (LT)
+40.00 -L-
100.00' (LT)
78.05' (LT)
+10.00 -L-
130.45' (LT)
97.72' (LT)
+76.00 -L-
86.92' (LT)
67.94' (LT)
+63.00 -L-
117A
FF
F
F
FF
FF
CCF
F
F
F
F
F
F F F
F F
F
F
F
C C
C C
F
F
CC
C CCC
C C
FF
F F
C
C
F F
C
C
F
F F
C C
FF
CB-G
CB-G
CB-F CB-F
18" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III
CB-G
CB-G
CB-G CB-G
CB-G
CB-G
CB-G
CB-F
CB-F CB-F
CB-E
CB-F
CB-F
CB-F
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
2601
2602
2603 2604 2605
26072606
2611
2610
2609
2608
2612
2621
2620
2614
2615
2616
2613
2617
2618
2619
2627
SEE DETAIL D
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
REMOVE REMOVE REMOVE
REMOVE REMOVE REMOVE
REMOVE
15"REMOVE
GRADE DITCH
RETAIN 2622
1
8"
RCP-III
2GIB-NSS
2GIB-NSS2GIB-NSS
2624
2623
CB-G
CB-G 15" RCP-III
15" RCP-III
DRAIN
GRADE TO
C
SP
15
"
RC
P
-
III
18
"
GEO FAB
W/ 7 SY
RIPRAP
2 TONS CL B
15" RCP-III
R
C
P
-
III

18
"
18
"
RC
P
-
III
GEO FAB
RIPRAP W/ 10 SY
3 TONS CL B
15" CSP
2625
CB-F
15" RCP-III
SEE DETAIL A
LATERAL V DITCH
RETAIN
2626
SEE DETAIL U
STANDARD 'V' DITCH
15"
2628
THH
T
T
T
T
T
E
OI
12 ", DUCTILE IRON
U/
C
-BL- 134
-BL- 135
-BY- 200
-BY- 202
-BY- 203
15" RCP
G
1SBL
K
10.5' BST
VAR. GR
VAR. GR
VAR. GR
T
R
A
P
S
E
D
.
S
(D ILA P IDA T E D )
B A R N
15" RCP
4S ELEC
4S ELEC
4S ELEC MTL
LT
S
1SFD
9'

G
R
TANK
A/G LP
GR
S
WD
CULTIVATED FIELD
CULTIVATED FIELD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
4S ELEC
4
S

E
L
E
C
15" RCP
9
' GR
/
S
OIL
S
S
15" HDPE
BLK WALL
VAR. HT
10
'

G
R
9' SOIL
15" RCP
CULTIVATED FIELD
10' CONC
15" CMP
2SFD
CONC
DK
C
O
N
C
7
2"
STEPSWD
PUMPSEPTIC
PUMPSEPTIC2SFD
CONC36"
BLK WALLVAR.HT
72" WD
72"
W
D
72" WD
72"
W
D
SAT
DK
P
OOL
A/
G
DK
CONC
GATE72" WD
GATE72" WD
10' C
O
NC10' C
O
NC
CONC
CONC
1SFD
DK
STEPSWD
C
O
N
C
5
2"
LAMP15" RCP
15" CMP
15" RCP
9.5' C
O
NC
WOODS
48" CONC
1SBKD
PUMPSEPTIC
PUMPSEPTIC
DK
STEPSWD 72" CHL
WOODS
18
"

R
C
P
15" HDPE
18
"

R
C
P
2
4
"

R
C
P
INV=929.47'
INV=931.21'
24" RCPINV=948.21'
INV=946.10'
MONOLITHIC CONC ISLAND
US 158/ REIDSVILLE RD 30' BST
SR 1965 BELEWS CREEK RD 25' BST
US 158/ REIDSVILLE RD 38' BST
-L-
-EY24-
THH
T
T
T
T
T
E
OI
10' UTIL ESMT PB 50 PG 116
DB 1114 PG 57
15' CENTRAL TELE CO ESMT
EIP
REB
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
-BY- 200
-BY- 202
-BY- 203
-BL- 135N 04°15'45" W76.54'
N 80°51'34"
W
153.57'
S 42°30'39" W
185.13'
N 09°15'20" E
100.23'
N 09°19'27" E
100.24'
N 12°42'46" E
100.83'
N 25°18'15" E
106.39'
N 17°25'37" E
33.09'
S 84°41'28" E
230.73'
S 84°39'37" E
284.19'
S 84°39'33" E
4.49'
S 84°39'33" E
301.35'
S 84°39'33" E
23.63'
S 84°39'33" E
17.45'
S 84°39'33" E
20.20'
S 84°39'33" E
16.64'
S 84°39'33" E
320.53'
S 84°39'33" E
324.89'
S 84°39'33" E
335.51'
S 84°39'37" E
306.82'
N 89°08'37"
W
100.08'
N 05°46'08" E
218.12'N
5
4
°12'4
5
"
E
6
2
1
.9
5'
S

4
7
°
2
5
'
2
8
"

E
18
5
.
6
7
'
JERRY L AMOS
CYNTHIA M AMOS
DB 1787 PG 2753
CHARLES W PIERCE
JANIE L PIERCE
DB 2608 PG 2820
PB 50 PG 116
DB 2693 PG 1732
VENABLE & SON LLC
PB 50 PG 116
DB 3375 PG 3780
CONSTANCE C LOWERY
PB 50 PG 116
PB 50 PG 116
DB 3240 PG 1408
MCKELVIN L ROBERTS
PB 50 PG 116
DB 2737 PG 2179
INVESTMENTS LLC
MANSFIELD CATO
DB 3470 PG 1598
PB 50 PG 116
DB 3317 PG 3258
JENNIFER PAWLEYNORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
DB 2780 PG 2035
DAVID J HARDY
SAMANTHA Z HARDY
DB 3249 PG 2213
VENABLE & SON LLC
DB 2591 PG 807
PB 50 PG 116
PB 50 PG 116
VENABLE & SON LLC
DB 3284 PG 1747
LINDA R HALL
PB 64 PG 159
PB 50 PG 116
JAMEELAH NEWTON FREEMAN
ALVIN FREEMAN JR. & WIFE,
DB 3464 PG 2363
GREGORY BOCK AND WIFE,
KAYLA LOMBARDI
JULIO SANDOVAL GARCIA &
ANGELES PAULINA SANDOVAL
DB 3603 PG 4291
SANDOVAL GARCIA
SANDOVAL & JULIO
ANGELES RANGEL
DB 3475 PG 3436
12'
12'14'
14'
12'12'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
2
4
'
.
0
2
.
0
2
.
0
2
.
0
2
.01
.00
.01
.02
.02.02
.01
.00
.01
.02
.03
TY
P
.
2
0
'+05.50
T
Y
P
.
2
0
'
+91.88
E
XIST.
.02.02.01.00.01.02.03.04.05.06
TYP.23'+
54.65
.
0
6.
0
5.
0
4
.
0
3.
0
2.
0
1
.
0
0
.
0
1
.
0
2.
0
3.
0
4.
0
5.0
6
TYP.23'
TYP.19'
.
06
.
05
.
0
4
.03
.
0
4
.
05
.03
TYP.
19
'
+
21.
79
150' TAPER
+
2
5
.0
0
150' TAPER
+
8
5
.0
0
12'12'12'
2'PS
12'
12'
14'
14'
12'
2'
8:1
2'8 :1
2'PS
T A P E R
10 0 ' M E D IAN
+05.10
4'
8
:1
8
:
1
4'
.
0
2
.
0
1
.
0
0
3
6
'
+
5
0
.0
0
100'
TAPER
12
'
12
'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10
/
14
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
7
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 27
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
8
7
+
5
0

S
E
E

S
H
E
E
T

2
6
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
0
1
+
0
0

S
E
E

S
H
E
E
T

2
8
MATCHLINE -Y23- STA. 13+00 SEE SHEET 30
23,800
16,500
2,250
1,850
18,100
11,400
ADT 2040
ADT 2017
-L- US 158
-L- US 158
4,500
3,900
5,700
5,100
2,850
2,450
1,850
1,500
TRAFFIC DIAGRAM
-Y24- BELEWS CREEK RD.
-Y23- VANCE RD.
400
350
1,850
1,500
50
0
2,850
2,450
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
RAISED GRASS MEDIAN
NAD 83/2011
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
PROPOSED TRAFFIC SIGNALSEE SHEET 2B-4
FOR INTERSECTION DETAILS,
FOR -D5- PROFILE SEE SHT. 50
FOR -Y24- PROFILE SEE SHT. 49
FOR -Y23- PROFILE SEE SHT. 48
FOR -X-OVER1- PROFILE SEE SHT. 42
FOR -L- PROFILE SEE SHT. 41
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

T
C
E

A
D
D
E
D

O
N

P
A
R
C
E
L

2
9
6

F
O
R

D
R
I
V
E
W
A
Y. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

N
A
M
E

C
H
A
N
G
E
D

O
N

P
A
R
C
E
L
S

12
1, 12
2
, 12
4
, 12
7

&

12
7
A
. H
A
T
.
290+00
-Y23- PC Sta. 12+85.21
-Y24- PT Sta. 23+89.49
-Y24- PRC Sta. 20+08.52
20+00
295+00
300+00
-Y24- PCC Sta. 16+08.65
-L- POT Sta. 290+62.72
-Y24- POT Sta. 24+35.99=
-Y23- POT Sta. 10+00.00=
-Y24- POC Sta. 12+75.00
BEGIN CONSTRUCTION
-L- POT Sta. 300+50.00 (29.50' LT)
-X-OVER1- POT Sta. 300+50.00=
BEGIN CONSTRUCTION
PI Sta 14+77.82
D
L = 367.70'
T = 192.61'
R = 500.00'
-Y23-
PI Sta 13+04.32
D
L = 608.65'
T = 304.32'
-Y24-
PI Sta 18+12.85
D
L = 399.87'
T = 204.21'
R = 800.00'
PI Sta 22+29.54
D
L = 380.97'
T = 221.01'
R = 300.00'
SE= 0.04
DS= 35 MPH
R = 120,490.00'
SE= NC
DS= 55 MPH
SE= 0.06
DS= 45 MPH
SE= 0.06
DS= 30 MPH
15+00
-
Y2
3
-
-Y24-
-L-
CAT-1
1'-6" CURB & GUTTER
1'-6" CURB & GUTTER
PI Sta 11+10.20
D
L = 65.97'
T = 42.00'
R = 42.00'
PI Sta 13+79.63
D
L = 65.70'
T = 41.73'
R = 42.00'
10
-D5-
DS= 15 MPH DS= 15 MPH
-D5- POT Sta. 10+00.00
-D5- PC Sta. 10+68.20
-D5- PT Sta. 11+34.17
-D5- PT Sta. 14+03.60
-D5- POT Sta. 14+39.35
-D5- PC Sta. 13+37.90
SE= 0.02SE= 0.02
60.00' (RT)
+17.00 -Y24-
85.00' (LT)
+50.00 -L-
60.00' (RT)
+08.52 -Y24-
60.00' (RT)
+08.65 -Y24-
BEGIN R/W
74.50' (LT)
+37.97 -L-
105.00' (LT)
+78.76 -L-
120.00' (LT)
+50.00 -L-135.00' (LT)
+50.00 -L-
100.00' (LT)
+00.00 -L-
60.00' (RT)
30.00' (RT)
+08.65 -Y24-
110.00' (RT)
+47.32 -L-
45.00' (RT)
+25.00 -Y23-45.00' (LT)
+25.00 -Y23-
70.00' (LT)
+14.80 -Y23-
82.48' (RT)
+12.00 -L-
118
119
120
121
122
123
124
125
126
127
295
296
292
294A
45.00' (RT)
+85.21 -Y23-
85.00' (LT)
64.03' (LT)
+70.00 -Y24-
70.00' (LT)
+85.21 -Y23-
45.00' (LT)
+85.21 -Y23-223.35' (RT)
+68.00 -L-
121.65' (RT)
+02.00 -L-
60.18' (LT)
30.00' (LT)
+75.00 -Y24-
56.17' (RT)
30.00' (RT)
+81.00 -Y24-
67.28' (RT)
60.00' (RT)
+18.00 -Y24-65.70' (RT)
60.00' (RT)
+28.00 -Y24-
59.31' (LT)
+00.00 -Y24-
57.52' (LT)
+08.00 -Y24-
127.38' (RT)
+92.72 -L-
END C/A
135.00' (LT)
100.00' (LT)
67.35' (LT)
+20.00 -L-
127A
170.00' (LT)
114.00' (LT)
+80.00 -L-
170.00' (LT)
135.00' (LT)
+60.00 -L-
140.00' (LT)
120.00' (LT)
+50.00 -L-
140.00' (LT)
116.13' (LT)
+80.00 -L-
BEGIN C/A
74.50' (LT)
+50.00 -L-
61.31' (LT)
+85.00 -Y24-
250.00' (RT)
+63.00 -L-
262.00' (RT)
+73.00 -L-
248.71' (RT)
+99.00 -L-
294A
215.09' (RT)
+52.00 -L-
55.46' (LT)
+05.00 -Y24-
292A
111.84' (RT)
+40.00 -L-
PUE
78.00' (LT)
60.00' (LT)
34.71' (LT)
+94.00 -Y24-
88.00' (LT)
+90.00 -Y24-
85.00' (LT)
67.95' (LT)
+24.00 -Y24-
111.70' (RT)
+95.00 -L-
125.00' (RT)
+16.00 -L-
127.00' (RT)
+00.00 -L-
132.00' (RT)
+61.00 -L-
161.00' (RT)
+85.00 -L-
180.00' (RT)
+40.00 -L-
135.00' (RT)
+63.00 -L-
180.00' (RT)
+67.00 -L-
FF
F
C C
F F F
FF
C
F
F
F
F
FF
FF
C C
C
F
F
C
F
FF
F
C
F
C
F
C
F
F
C
C
F
F
F
F
F
C
F
C
C
C
C
C
F
F
F
F
F
F
F
F
FF
F
F
C
F
F F
CB-F
15" RCP-III
15" RCP-III 15" RCP-III
CB-G CB-G
CB-G
CB-G CB-G
CB-G CB-G
CB-G
CB-G
CB-F CB-F
CB-F CB-F CB-F CB-F
CB-E
CB-F
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
36" RCP-III 15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
2705 2704
2703
2702
2707
2701
2733
2735
2711
2710
2709
2708
2731
2715
2714
2713
2732
2712
2728
2724
2727
2723
2717
2730
2718 2720
2721
2722
2726
2719
2725
27292701A
2706
CB-E
CB-E
DI
DI
DI
DI
DI
REMOVE
REMOVE
REMOVE 2738
2745
SEE DETAIL D
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
REMOVE
CB-G
2737
30" RCP-III
FS
FS
REMOVE
REMOVE
18" RCP-III
18" RCP-III
RETAIN
2738
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
P
FILL
W/FLOWABLE
PLUG & FILL
P
FILL
W/FLOWABLE
PLUG & FILL
P
P
2739
2740
DI
48" RCP-III
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
24" RCP-III
R
E
M
O
V
E
HW
GRADE TO DRAIN
30" RCP-III
NSS
2GIB-
NSS
2GIB-
2716
30" RCP-III
48" RCP-III
DI
JB w/ MH
SEE DETAIL W
ON BANKS ONLY
BANK STABILIZATION
2741
2744
15"
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL A
LATERAL V DITCH
SEE DETAIL H
SPECIAL CUT DITCH
RCP-III
24"
W/ 22 SY GEO FAB
11 TONS CL I RIPRAP
2742
DI
2743
30" RCP-III
2
4
"

R
C
P
-
I
I
I

SEE DETAIL A
LATERAL 'V' DITCH
OEP
SEE DETAIL C
LATERAL BASE DITCH
SEE DETAIL A
LATERAL 'V' DITCH
36" RCP-III
PIPE
REMOVE 31'
SEE DETAIL A
LATERAL V DITCH
30" RCP-III
18"18"
15"
2
4"
15
"
1
5
"
15"
15"
2

ELBO
W
S
4
8
"
RCP-III
48"
18" RCP-III
TO STOKESDALE-BL- 136
-BL- 137 -BL- 138
15" HDPE RIP RAP
10
'

G
R
15
"
RCP
1SBKD
S
WD
SCATTERED TREES
SHRUBS V
A
R
. G
R
SAT
DK
WELL
INV=901.74'
BM16
US 158/ REIDSVILLE RD 27' BST
T
T
EOI
E
O
I
12" DI
AXLE
N
A
IL EIP
EIPEIPEIPEIP EXISTING R/W
15
0
.
0
0
'
-BL- 136
-BL- 137 -BL- 138
T
T
EOI
E
O
I
12 ", DUCTILE IRON
S 00°42'39" W
462.85'
S 89°01'43" E
377.50'N

4
7
°
3
3
'
3
1"

W
2
8
2
.
9
5
'
N

4
7
°
3
3
'
13
"

W
2
6
2
.
5
1'
N

4
7
°
3
2
'
2
9
"

W
2
2
5
.
5
3
'
N

4
7
°
3
3
'
2
4
"

W
2
0
2
.
4
3
'
S 89°01'43" E
93.05'N

4
7
°
3
3
'
2
4
"

W
5
9
.
6
5
'
N

4
7
°
3
3
'
2
4
"

W
6
3
.
3
1'
N

4
7
°
3
3
'
2
4
"

W
6
8
.
8
0
'
N 03°57'02" E
49.03'
N 24°00'37" E
89.43'
N 34°13'00" E
96.92'
N 24°00'37" E
15.97'
N 01°42'23" W95.18'S 84°39'33" E
33.40'
S 84°39'33" E
68.89'
S 89°55'23" E
238.14'
S 89°55'23" E15.00'S 24°59'15" W
436.22'
N 89°18'37" E
10.00'
S 00°01'28" W
439.81'N 2
4
°3
5
'10
" W
3
2
1.8
9
'
VENABLE & SON LLC
DB 2693 PG 1732
PB 50 PG 116
PB 50 PG 116
DB 2693 PG 1732
VENABLE & SON LLC
PB 50 PG 116
DB 2693 PG 1732
VENABLE & SON LLC VENABLE & SON LLC
DB 2693 PG 1732
PB 50 PG 116
SAMANTHA Z HARDY
DAVID J HARDY
DB 3249 PG 2213
DB 2965 PG 2695
ELIZABETH M JONES
ADAM W JONES
PB 50 PG 116
MICHAEL G SHELTON
NICOLE L SHELTON
DB 2697 PG 1812
PB 50 PG 116
5.57'
N 00°25'31" W
JAMES O BILLOCK
REBEKAH L BILLOCK
DB 3318 PG 3368
SANDOVAL GARCIA
SANDOVAL & JULIO
ANGELES RANGEL
DB 3475 PG 3436
& JULIO SANDOVAL GARCIA
ANGELES RANGEL SANDOVAL
DB 3475 PG 3436
DB 3603 PG 4291
PB 64 PG 159
PAULINA SANDOVAL
GARCIA & ANGELES
JULIO SANDOVAL
.0
0
.0
4
.0
3
.0
2
.0
1
.0
1
.0
2
.0
3
.0
4
E
XIS
T
.
0
2
3
.
0
3
.
0
4
.0
4
.
0
3
.
0
0
.
0
1
.
0
2
16
'
TYP.
24'
+
2
2
.
0
0
TYP
.
2
4'+
4
1.5
8
P
S
P
S4
'
2
'
P
S4
'
12
'
100'
TAPER
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10
/
14
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
8
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 28
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

3
0
1
+
0
0

S
E
E

S
H
E
E
T

2
7
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED FOR -D5- PROFILE SEE SHT. 50
FOR -X-OVER1- PROFILE SEE SHT. 42
FOR -L- PROFILE SEE SHT. 41
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

10
-
14
-
2
0
2
1
-

T
C
E

A
D
D
E
D

O
N

P
A
R
C
E
L

2
9
6

F
O
R

D
R
I
V
E
W
A
Y. M
A
H
.
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

7
-
9
-
2
0
2
1
-

N
A
M
E

C
H
A
N
G
E
D

O
N

P
A
R
C
E
L
S

12
7

&

12
7
A
. H
A
T
.
305+00
DS= 50 MPH DS = 50 MPH
-X-OVER1-
SE= 0.04 SE = 0.04
305+00
PI Sta 305+18.26
D
L = 247.93'
T = 124.67'
R = 950.00'
PI Sta 302+70.55
D
L = 247.46'
T = 124.44'
R = 950.00'
-X-OVER-
-X-OVER1- PRC Sta. 303+93.58
-X-OVER1- POT Sta. 308+00.00
GREU TYPE TL-3
-X-OVER1- PC Sta. 301+46.12
-X-OVER1-
OFF 75.14' RT ELEV=926.44'
-X-OVER1- STA. 307+98.66
N 885084 E 1668230
BM # 16
-L- PT Sta. 305+01.64
-X-OVER1- PT STA. 306+41.51
END TIP PROJECT R-2577A
10
125.00' (RT)
+00.00 -L-
128
111.70' (RT)
+52.00 -L-
111.70' (RT)
+06.35 -L-
297
296
125.90' (RT)
111.07' (RT)
+84.00 -L-
127
125
127A
127.39' (RT)
111.71' (RT)
+67.00 -L-
103.58' (RT)
82.76' (RT)
+01.64 -L-
66.84' (LT)
+52.00 -L-
128A
161.00' (LT)
+09.00 -L-
150.00' (LT)
+19.00 -L-
111.70' (LT)
+04.00 -L-
FF
FF
C
C
C
F
F
F
FF
C
15"
SEE DETAIL A
LATERAL V DITCH
2801
SEE DETAIL H
SPECIAL CUT DITCH
15" RCP-III
2804
2802
2803
2GI
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
FS
REMOVE
R
U
I
N
S
-BY- 161
-BY- 162
W/L
T
1S
F
D
4
8
" S
T
O
N
E
16'
G
R
15" R
C
P
48" C
O
N
C
4
8
" C
O
N
C
1 •
S
F
D
1
2'
CONC
1
2'
CONC
15" R
C
P
15" R
C
P
VAR.
CONC
VAR.
CONC
1 •S
F
D
48" C
O
N
C
1
2'
CONC
T
R
E
E
S
S
C
A
T
T
E
R
E
D
L
T
L
T
S
1SBKD
C
ON
C
VAR
. BST
48" CHL
4
8
" C
H
L
GATE
48"
CHL
4
8
" C
H
L
W/LT
12" RCP
VAR. BST
VAR
. B
S
T
1SBKD
WELL
12"RCP
48" CONC2
0
' C
O
N
C
1SBKD
WELL B
E
N
O
R
E

S
T
.

(
P
V
T
)
1
2'

G
R
60" CONC
LT 2SFD
6
0
"

C
O
N
C
W/LT
72"WD
G
7
2
"
W
D
GATE
72"WD
12" RCP
V
A
R
. S
O
I
L
12" RCP
10
'

B
S
T
10'
G
R
LT
1 •SFD
1SBKD
CONC
CONC
WELL
1
3
'

G
R
CONC
2SFD
STEPSCONC
LT
6
0
"

C
H
L
PAD
CONC
WELL
60" CHL
GATE60" CHL
W/LT
1SFD
POLESERVICE
1
1'
B
S
T
15" RCP
1
1'
B
S
T
1
2
"
B
K
W
A
L
L
TREESSCATTERED
36" CONC
1SBKD
1SBKD
W/LT
S
9'

B
S
T
9'
B
S
T
LT
LT
2SFD
SS
S
S
S
10
'

G
R
BARN
LT
DI
12"
RCP
12" RCP
18
' B
S
T
PORCH
BK
CANOPY
MTL
1SFD
CONC
WELL
VAR
. B
S
T
CONC
C
ON
C
WALL
18" BLK
6
0
"
WW
DK
1SBKD
36" BK
7
2
"
V
IN
Y
L
7
2
"
V
IN
Y
L
G
A
T
E
7
2
" V
IN
Y
L
LT
48" CHL & 1S ELEC
S
WELL
15" RCP
8
' S
OIL
VAR
. C
ON
C
1SBKD
42" CONC
S
CONC
15" CMP
40" CONC
W
O
O
D
S
W/LT
LAMP
6
0
"

C
H
L
PAVERSCONC
12"
R
C
P
IN
V
=
938.43'
IN
V
=
938.20
'
P
A
V
E
R
S
16
" C
O
N
C
G
A
T
E
4
8
" C
H
L
4
8
" B
K
36" CONC
12" RCP
4
8
" C
H
L
TO US HWY 158 (REIDSVILLE RD.)
OLD BELEWS CREEK RD 22
' BST
OLD BELEWS CREEK RD 22' BST
B
E
E
S
ON
D
AIR
Y R
D
20' B
S
T
FORES
T VAL
L
E
Y
DR
2
1'
B
S
T
T
T
T
TFO MARKER
E
O
I
E
O
I
EOI
16
" D
I
12" CI
8" C
I
D
B

2
5
8
2

P
G

4
3
7
1
3
0
'

P
V
T

A
C
C
E
S
S

E
S
M
T
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
AXLE
EIP
E
IP
E
IP
E
X
IS
T
IN
G
R
/W
E
X
IS
T
IN
G
R
/W
EXISTING R/W
EXISTING R/W
-BY- 161
-BY- 162
T
T
T
TFO MARKER
E
O
I
E
O
I
EOI
12 ", CAST IRON
8 ", C
A
S
T
IR
O
N
16
", D
U
C
T
IL
E
IR
O
N
JA
ME
S
C
F
R
IE
N
D
N 13°07'27" E
S 13°07'27" W
125.10'
S

6
5
°0
4
'0
7
" E
3
6
7
.4
3
'
N

6
5
°2
3
'5
1" W
19
1.6
4
'
N

6
5
°4
8
'18
"
W
19
2
.7
4
'
S 23°41'18" W
78.91'
N 23°39'20" E
39.80'
N
8
9
°
0
6'
0
8
"
E
2
6
2.
2
1'
N
8
7
°
0
7'
2
2
"
W
2
6
6
.
9
4'
S

8
8
°
0
5'
3
2
"
E
5
7
2
.
1
8'
N

8
2
°
3
6
'
3
0
"

W
5
5
3
.
7
3
'
S
8
9
°
5
5'
1
0
"
E
2
8
6
.
6
2'
N
8
9
°
5
5'
1
0
"
W
2
3
5.
3
5'
N 00°56'54" W
207.94'
N 02°37'21" W
118.48'
S

8
5
°
4
7'
0
9
"
E
2
5
2
.
1
0'
S

8
5
°
4
7'
0
9
"
E
6
2
.
6
8'
N 15°14'34" E
125.07'
N

8
1°
2
2
'
2
8
"

W
10
2
.
5
1'
N

8
1°
2
2
'
2
8
"

W
2
0
5
.
0
9
'
N 13°05'52" E
198.44'
N
8
9
°
0
9'
3
0
"
W
1
8
3
.
1
7'
N
8
9
°
0
9'
3
0
"
W
1
9
8
.
0
3'
N 00°54'30" W
142.38'
N

7
8
°
0
8
'
0
1"

W
2
9
5
.
7
7
'
N 00°54'30" W
45.18'
S

6
6
°13
'0
1"
E
18
5
.
3
2
'
N 01°00'23" E
53.48'
N
7
7°4
5'0
0"
E
2
15.18'
S
8
3
°
2
7'
1
2
"
W
3
7
1.
4
2'
N
40°07'44" W
133.40'
S
4
9°
13'
13"
W
15
1.4
4'
N 4
9°
0
4'5
6"
E
PB 8 PG 216
DB 2530 PG 2460
LOUISE BEESON
DB 3335 PG 1825
SHERI RANDAZZO
DB 3155 PG 589
ERIKA R HERNANDEZ
JOSE A HERNANDEZ
EARL WATKINS
DB 3340 PG 1649
DB 2993 PG 3402
THELMA E ESQUIVEL
DB 3650 PG 1073
PB 8 PG 216
DB 2084 PG 449
ROBIN V WOLFINGTON
BOBBY A WOLFINGTON
DB 2995 PG 1713
TIMOTHY O CREWS
KIMBERLY CREWS
WILLIAM R VAUGHN
DB 1840 PG 708
PB 10 PG 117
PB 10 PG 117
DB 2447 PG 2737
JUANITA L HUDSON
EUGENE P HUDSON
PB 8 PG 216
DB 2740 PG 3508
EDNA B HOWARD
DB 2798 PG 3559
WESTMORELAND
ALLISON L
BOBBIE H MILLER
DB 3133 PG 728
PB 8 PG 216
BOBBY BREWER
PAMELA P BREWER
DB 1908 PG 3481
WILLIAM R VAUGHN
DB 1840 PG 708
PB 10 PG 117
COURTNEY R LILLY
DB 3245 PG 4202
PB 10 PG 117
& JESSICA ALBERTO
BRAYAN ELIACIT ALBERTO ALVAREZ
10'10'
.
0
2
.
0
2
.
0
1
.
0
0
.
0
1
.
0
2
.
0
3
.
0
4
.
0
2
.
0
2
E
X
I
S
T
.
+
6
5
.
7
2TYP.24'
EXIS
T.
.0
2
.0
2
.0
2
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
.0
4
.04
.04
TYP
.
20
'
+
2
6
.6
7
PS2'12'12'PS2'10'10'
2'PS
2'PS
R75'
22' RT+57.23
22' RT+12.34 16'16'R75'22' LT
+74.42
22' LT
+09.58
16'
16'
1
2
'
1
2
'
.04
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
12
/
16
/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
2
9
.
d
g
n
j
o
l
i
n
g
e
r
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 29
FOR -Y5A- PROFILE SEE SHT. 44
FOR -Y5- PROFILE SEE SHT. 44
M ATC
HLI
NE -
Y5- ST
A. 19+75 SEE S
HEET 10
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
REMOVAL OF EXISTING PAVEMENT
NOTE: ALL DRIVES ARE 18' WIDE WITH
10' RADII UNLESS OTHERWISE NOTED
R
I
G
H
T

O
F

W
A
Y
R
E
V
I
S
I
O
N
:

12
-
16
-
2
0
2
1
-

P
A
R
C
E
L

6
0

O
W
N
E
R

I
N
F
O
R
M
A
T
I
O
N

U
P
D
A
T
E
D
. M
A
H
.
-Y5A- PT Sta. 15+87.18
-Y5- PC Sta. 12+77.72-Y5A- PC Sta. 12+00.00
-Y5- POT Sta. 10+00.00
PI Sta 14+03.88
D
L = 387.18'
T = 203.88'
PI Sta 18+25.56
D
L = 993.88'
T = 547.84'
-Y5A--Y5-
15+00
15+00
-Y5- POC Sta. 17+90.00
-Y5A- POT Sta. 16+44.00=
-Y5- POT Sta. 10+15.00
BEGIN CONSTRUCTION
-Y5A- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y5-
-
Y5
A-
-Y5A-
DS= 35 MPH
R = 500.00'
SE= 0.04
DS= 35 MPH
SE= 0.03
R = 950.00'
45.00' (RT)
29.96' (RT)
+00.00 -Y5A-
50.00' (RT)
+00.00 -Y5A-
55.00' (RT)
+00.00 -Y5A-
65.00' (RT)
+00.00 -Y5A-
45.00' (RT)
+60.00 -Y5A-
60.00' (RT)
+00.00 -Y5-
80.00' (LT)
+00.00 -Y5-
80.00' (LT)
+00.00 -Y5-
75.00' (LT)
+00.00 -Y5-70.00' (LT)
+00.00 -Y5-
65.00' (LT)
+00.00 -Y5-
65.00' (LT)
+00.00 -Y5-
50.00' (LT)
30.00' (LT)
+15.00 -Y5-
30.00' (LT)
+15.53 -Y5-
40.00' (LT)
+50.00 -Y5A-
40.00' (LT)
+20.00 -Y5A-
52.79' (RT)
+50.40 -Y5-
60.00' (RT)
+00.00 -Y5-
60.00' (RT)
30.00' (RT)
+20.00 -Y5-
40.00' (LT)
30.04' (LT)
+00.00 -Y5A-
56
58
59
60
62
63
39.60' (LT)
+93.90 -Y5A-
70.00' (RT)
+50.00 -Y5A-
50.00' (RT)
+00.00 -Y5A-
65.00' (LT)
+77.72 -Y5-
45.00' (RT)
29.91' (RT)
+00.00 -Y5A-
40.00' (LT)
+77.72 -Y5-
61
61
90.00' (RT)
+30.00 -Y5-
52
90.00' (RT)
+70.00 -Y5-
C
CC
C
C
C
C
C
C
C
FS
2902
2GIA-NSS
2901
15"

2904
SEE DETAIL E
BERM DITCH
SEE DETAIL H
SPECIAL CUT DITCH
REMOVE
2903
BDO
15"
15"
SEE DETAIL HDITCHSPECIAL CUT
24" RCP-III
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL H
SPECIAL CUT DITCH
15"
2906
2907
2909
15"
2910
15"
15"
2911
2912
291315"
SEE DETAIL H
DITCH
SPECIAL CUT
SEE DETAIL H
DITCH
SPECIAL CUT
18"
18"
U/C
-BY- 201
15" RCP
9'
G
R
12" RCP
WELL
10' GR
POLEFLAG
BK
36" S
T
O
N
E
12" RCP VAR. GR
V
A
R. GR
STEPSWD
12" RCP
9' BST TREES
SCATTERED
12" RCP
48" WW W/2S ELEC
GATEMTL
48"
W
W
W/2S ELEC
VAR. GR
V
A
R.
G
R
TREESSCATTERED
SPIGOT WELLWELL TO US HWY 158 (REIDSVILLE RD.)
SR 2011 VANCE RD 22' BST
T
T
T
T
EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
-BY- 201
T
T
T
T
S
13°5
8'18"
W
8
5.5
5'
S

3
8
°
5
0
'
3
4
"

W
2
3
7
.
2
2
'
N
13°5
8'18"
E
3
2
9.12'
S 01°44'31" E511.99'
S 12°01'40"
E
155.29'S 67°34'50" E
119.50'S 02°42'22" E200.03'N 88°43'26" E132.27'N 88°43'26" E19.70'
N 02°39'18" E
195.84'
S 02°37'06"
W
369.79'
N 89°53'54" E
156.39'
S 02°27'55"
W
365.50'
N 89°58'55" E
100.00'S 02°27'55"
W
199.21'
N 02°51'03" E
198.87'
N 05°32'45"
W
524.99'
Q
U
A
L
IT
Y

O
IL

C
O
M
P
A
N
Y

L
L
C
D
B

19
6
6

P
G

2
7
8
4
LINDA R HALL
DB 3214 PG 276
LARRY G ROBERTS
DONNA B ROBERTS
DB 2851 PG 1998
RHONDA R PINNIX
LARRY PINNIX
DB 1471 PG 138
DB 2141 PG 2995
BEATRICE M DEAN
TERESA G DEAN
LARRY G ROBERTS
DONNA B ROBERTS
DB 1661 PG 781
DB 3249 PG 2213
SAMANTHA Z HARDY
DAVID J HARDY
DB 2780 PG 2035
OF TRANSPORTATION
DEPARTMENT
NORTH CAROLINA
D
B

3
2
8
4

P
G

17
4
7
L
IN
D
A

R

H
A
L
L
P
B

6
4

P
G

15
9
D
B

16
6
1
P
G

7
8
1
D
O
N
N
A

B

R
O
B
E
R
T
S
L
A
R
R
Y

G

R
O
B
E
R
T
S
.
0
4
.04
.03
.02
.01.00.01EXIST.
TYP.20'+91.30
1
2
'
1
2
'
P
S
2
'
P
S
2
'
.003 EXIST
.00.01.02
.02.03.04
.038 +77.00
.04 +73.60
+06.81(TYP)17'+05.10 11.04'
WELL
DISTURB
DO NOT
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4
/
1/
2
0
2
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
R
-
2
5
7
7
A
_
r
d
y
_
p
s
h
3
0
.
d
g
n
d
e
f
a
u
l
t
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2577A 30
M
A
T
C
H
L
I
N
E

-
Y
2
3
-

S
T
A
.

1
3
+
0
0

S
E
E

S
H
E
E
T

2
7
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NAD 83/2011
FOR -Y23A- PROFILE SEE SHT. 49
FOR -Y23- PROFILE SEE SHT. 48
NOTE: ALL DRIVEWAYS ARE 18'
UNLESS OTHERWISE NOTED
REMOVAL OF EXISTING PAVEMENT
-
Y2
3
-

P
C

S
t
a
. 12
+
8
5
.2
1
-
L
-

P
O
T

S
t
a
. 2
9
0
+
6
2
.7
2
-
Y2
4
-

P
O
T

S
t
a
. 2
4
+
3
5
.9
9
=
-
Y2
3
-

P
O
T

S
t
a
. 10
+
0
0
.0
0
=
-Y23- PT Sta. 16+52.91
-Y23- POT Sta. 17+03.30
END CONSTRUCTION
15+00 -Y23-
PI Sta 14+77.82
D
L = 367.70'
T = 192.61'
R = 500.00'
SE= 0.04
DS= 35 MPH
-Y23-
PI Sta 11+34.41
D
L = 94.29'
T = 50.26'
R = 110.00'
-Y23A-
-Y23A-PT Sta. 11+78.43
-Y23A-PC Sta. 10+84.14
-Y23A- POT Sta. 11+92.32
-Y23- POC Sta. 14+30.00=
-Y23A-POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y23A-
SE= 0.04
DS= 20 MPH
60.00' (LT)
45.00' (LT)
30.00' (LT)
+00.00 -Y23-
45.00' (LT)
+52.91 -Y23-
60.00' (LT)
+00.00 -Y23-
60.00' (LT)
+50.00 -Y23-
70.00' (LT)
+00.00 -Y23-
70.00' (LT)
+00.00 -Y23-
79.90' (RT)
45.00' (RT)
+40.00 -Y23-
293
294
2
9
2
A
296
50.00' (RT)
+75.00-Y23-
37.90' (RT)
+20.00 -Y23A-
42.50' (RT)
+00.00 -Y23A-
29.63' (RT)
+00.00 -Y23A-
30.00' (RT)
+64.53 -Y23-
49.98' (RT)
+21.06 -Y23-
292A
292B
294A
294A
2
9
2
A
C
C
C
C
C
C
C
F
C
F
F
C
C
REMOVE
REMOVE
REMOVE
15"
3002
15" 3001
RETAIN
24"
3004
SEE DETAIL H
SPECIAL CUT DITCH

Preliminary Sections Permit Maps

R-2577 Sections B & C

!"_$
!"_$
!"_$
!"a$
Aã
Aã
?x ?x
?x
?x?x?x?y
?y
?{
?{
AÃ
AÍ
?ï?ï
?ï
?ï
?°
K²
K²
K¹
K¹
K¹
KÃ
KÃ
KÃ
KÃ
KÈ
I£
I£
I£
Oak Ridge
Mayodan
Walkertown
Winston-Salem
Rural Hall
Madison
Summerfield
Stokesdale
Greensboro
Kernersville
High Point
Walnut
Cove
GUILFORD
COUNTY
FORSYTH
COUNTY
ROCKINGHAM
COUNTYSTOKES COUNTY
Section A
R-2577A
Section C
R-2577CSection B
R-2577B
STIP PROJECT: R-2577
WIDENING OF US 158 FROM
THE 4-LANE ROADWAY NORTH
OF I-40 IN FORSYTH COUNTY
TO US 220 IN GUILFORD
COUNTY
STREAMS AND WETLANDS
SECTION B: CORRIDOR
CONTEXT
FORSYTH AND GUILFORD
COUNTIES
0 2 4
Miles
¯
Legend
Preferred Alternatives
Project R-2577A
Project R-2577B
Project R-2577C
R-2577 Section Break
Interstate
US Routes
NC Route
Secondary Road
Proposed/Under Construction
RailroadTrack
County Line
0 10.5
Miles
¯
Legend
R-2577B
R-2577C
R-2577 Section Break
Section Map Sheets
Interstate
US Routes
NC Route
Secondary Road
Other Existing Road
STIP PROJECT: R-2577
WIDENING OF US 158 FROM THE 4-LANE
ROADWAY NORTH OF I-40 IN FORSYTH
COUNTY TO US 220 IN GUILFORD COUNTY
MASTER SHEET
SECTION B
Section B
?x
?y
?{
K²
KÃ
1
2
3
4
5
6
7
8
9
10
11
SR-20
2
8
S
R-2
0
2
7
S
R
-
2
0
32
S
R
-
208
8
SR-2 0 1 7
SR-440 2
S R-2 1 6 1
SR-4
4
3
0
SR
-
2
0
1
8
SR-1
9
6
5
S R-4429
SR
-
1
9
6
9
SR-463 8
S R-1966
S R -2 0 3 3
SR-
1
9
9
2
S R -2 0 1 6
SR
-
2
0
2
1
S
R
-
2
0
1
4
SR-4510
SR
-
2
0
3
8
S R -1 9 7 0
S
R
-
1
9
6
2
S
R
-
2034
SR-
1
9
7
7
SR
-
2
1
0
3
S R -4 4 6 5
S
R
-
1
9
7
5
SR-2140
SR-2 1 6 7
SR-2111
SR-20
0
8
SR-1971
SR-2165
SR-2020
S
R
-
1
9
7
3
S
R
-
2
0
2
6
SR-
2
0
1
1
S
R
-
2
0
2
2
S
R-1968
SR-215
3
SR-4526
SR-2160
S
R
-
2
1
1
0
SR-4496
SR-1974
SR-1954
S
R
-
1
9
7
6
S
R
-
2
138
SR-1
9
6
7
SR-1996
S R-20 3 9
S
R
-
2
0
3
5
SR-2031
SR-2009
!"_$
!"_$
!"_$
!"_$!"a$
Aã
Aã
?x ?x
?x
?x?x?x?y
?y
?{
?{
?{
AÃ
AÃ
AÍ
?ï?ï
?ï
?ï
?°
K²
K²
K²
K¹
K¹
K¹
K¹
I¡
KÃ
KÃ
KÃ
KÃ
KÈ KÈ
I£
I£
I£
Oak Ridge
Mayodan
Walkertown
Winston-Salem
Rural Hall
Madison
Summerfield
Stokesdale
Greensboro
Kernersville
High Point
Walnut
Cove
GUILFORD
COUNTY
FORSYTH
COUNTY
ROCKINGHAM
COUNTYSTOKES COUNTY
Section A
R-2577A
Section C
R-2577CSection B
R-2577B
STIP PROJECT: R-2577
WIDENING OF US 158 FROM
THE 4-LANE ROADWAY NORTH
OF I-40 IN FORSYTH COUNTY
TO US 220 IN GUILFORD
COUNTY
STREAMS AND WETLANDS
SECTION C: CORRIDOR
CONTEXT
FORSYTH AND GUILFORD
COUNTIES
0 2 4
Miles
¯
Legend
Preferred Alternatives
Project R-2577A
Project R-2577B
Project R-2577C
Interstate
US Routes
NC Route
Secondary Road
Proposed/Under Construction
RailroadTrack
County Line
Section C
?{
1
2
3
4 5 7
8
10
11
12
6
9
SR-204
7
S
R
-
2
0
4
6
S
R
-
2
1
0
3
S
R-2
0
4
5
S
R
-
2
1
1
7
S
R-1
1
1
0
S
R
-
2
0
3
4
S
R
-
2
1
0
4
S R -2 0 3 3
S
R-21
1
5
SR-
1
1
0
0
SR
-
2
3
4
0
S R -2 2 9 2
SR-
9
0
0
1
S R -4 8 8 6
SR-1104
S
R
-2054
SR-2102
SR-
4
8
4
7
S R -2 0 62
SR-2107
SR-50
2
0
S
R
-
4
4
8
2
SR-
1
1
2
9
SR
-
2
1
1
4
SR
-
4
8
6
1
S
R
-
2042
SR
-
1
1
9
5
S
R
-
4
9
9
1
S
R
-
5
0
7
1
SR
-
2
4
9
6
S
R
-
4
4
2
3 S R -2 0 2 8
S
R
-
4
8
8
2
SR-2
0
4
9
SR
-
2
2
3
9
SR-2101
SR
-
2
1
0
9
SR-4879
S R-2048
S
R
-
4
9
9
2
S
R
-
2
1
1
3
S R -4 891
SR
-
2
3
8
9
SR-46
1
6
SR-1226
S
R
-
1
1
1
2
S R-4 8 2 5
SR-2108
S R -5 0 1 7
S
R
-
4
8
6
4
SR-1197
SR-2036
S R -1 215
SR-46
1
4 S
R
-
2
1
1
8
SR
-
4
8
8
3
SR
-
1
1
0
3
SR-
2
0
4
1
S R -5 0 0 3
SR-21
0
5
S
R
-
2
2
2
8
SR
-
2
3
4
2
SR
-
1
1
0
2
S
R
-
5
0
38
SR-2044
S
R
-
2
0
3
5
S R -2 3 0 0
S R -2039
SR-1 1 1 4
0 10.5
Miles
¯
Legend
R-2577B
R-2577C
R-2577 Section Break
Section Map Sheets
Interstate
US Routes
NC Route
Secondary Road
Other Existing Road
STIP PROJECT: R-2577
WIDENING OF US 158 FROM THE 4-LANE
ROADWAY NORTH OF I-40 IN FORSYTH
COUNTY TO US 220 IN GUILFORD COUNTY
MASTERS SHEET
SECTION C