R-5724 US 15/501 in Pittsboro - R-5724_MCDC

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MINIMUM CRITERIA DETERMINATION CHECKLIST

TIP Project No.: R-5724B

State Project No. WBS 50217.1.1

Project Location: U.S. 15-501 (Hillsboro Street) North of U.S. 64 Business to Powell
Place Lane in the Town of Pittsboro, Chatham County (see Figure 1).

Project Description: The proposed project involves the milling and resurfacing of
approximately 0.5 miles of Hillsboro Street from north of Business U.S. 64 to Launis
Street and widening approximately 1.44 miles of Hillsboro Street from Launis Street to
Powell Place Lane (just south of U.S. 64) in Chatham County. The milling/resurfacing
work will not expand beyond the existing edge of pavement and is exempt from
environmental analysis. The analysis included in this checklist is for the widening portion
of the project.

Project R-5724B is included in the 2020-2029 STIP with right-of-way acquisitions and
utility relocations scheduled for Fiscal Year (FY) 2022 and construction scheduled to
begin in the FY 2025. This project is funded in conjunction with STIP Project No. R-
5724A, a streetscape project south of R-5724B in downtown Pittsboro. R-5724A involves
the widening of existing sidewalks, reduction of vehicular travel lanes in the existing
traffic circle, resurfacing of pavement, addition of ramps, installation of curb and gutter,
and landscaping improvements. A separate checklist has been prepared for Project R-
5724A and that project is currently going through right-of-way acquisitions.

The existing section of U.S. 15-501 north of U.S. 64 is a four-lane divided roadway. The
existing undivided, two-lane typical section between U.S. 64 and Launis Street will be
widened to a three-lane roadway consisting of two travel lanes with a continuous center
turn lane. Intersections with collector roads will also be upgraded and curb and gutter will
be installed as part of the project. This roadway will be designed as a Minor Arterial with
a 40-50 mile per hour (mph) design speed. Posted speeds along the project corridor will
range from 35-45 mph. Lane widths for the proposed cross section include two 12-foot
travel lanes with a 16-foot center turn lane. In addition, a 5-foot sidewalk will be
constructed on the western side, and a 10-foot multi-use path will be constructed on the
eastern side. The Town of Pittsboro has agreed to share in the cost for the sidewalk/path
improvements and will maintain these facilities once they are constructed. The 25%
preliminary design plans and typical roadway sections are attached.

Existing right-of-way ranges from 60 feet near Launis Street to approximately 130 feet
near Old Rock Springs Cemetery Road. The roadway will be designed using the existing
grade to the greatest extent possible. Based on 25% design, approximately 2.15 acres of
additional right-of-way would be required for the proposed improvements. Acquisition of
additional right-of-way may require the displacement of two structures (a duplex located
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at 879/881 Hillsboro Street and a single-family manufactured home located at 947
Hillsboro Street).

The roadway will remain open during construction and a detour will not be required. The
NCDOT Project Planning Engineer will ensure that access is maintained, and impacts are
minimized during construction for properties located along the project corridor. NCDOT
will also coordinate with local schools and emergency service providers prior to
construction regarding potential temporary impacts to their services.

Purpose and Need: The primary purpose of the widening project is to improve existing
and projected traffic flow and operational efficiency on Hillsboro Street. Land uses along
the project corridor are primarily residential and commercial and multiple private
residential driveways and businesses entrances are located directly on roadway. The
corridor is classified as a north-south principal arterial that provides a direct connection
between downtown Pittsboro and U.S. 64 and serves the inter-county travel demands
between Chatham County and Orange and Durham counties. The Town of Pittsboro 2015
Comprehensive Transportation Plan (CTP) identifies the project corridor as being
“deficient” and “over capacity”. The CTP also states that “U.S. 15-501 between Pittsboro
and Chapel Hill, is the county’s most significant commuting corridor.”

Traffic Analysis
A traffic capacity study was prepared (Traffic Operations Technical Memorandum: US
15-501 Widening) by Atkins in 2017 to analyze existing and future conditions of the
roadway. Average annual daily traffic (AADT) on the project corridor in 2016 ranges
from 15,100 to 15,900 with an increase in AADT in 2040 estimated at 20,600 to 31,100.
During peak periods, turning vehicles, especially left-turning vehicles, can create backups
along the existing corridor and slow the average travel speeds. Existing operations
analysis indicates that four of the five intersections currently operate at an acceptable
level-of-service (LOS), during both the AM and PM peak hours. However, the stop‐
controlled intersection at Hillsboro Street and Old Rock Springs Cemetery Road /
Coopers Ridge Road operates with an unacceptable LOS in both the AM and PM peak
hour. This unacceptable LOS traffic condition represents significant travel delay and
increased accident potential, and inefficient motor vehicle operation. With traffic
volumes predicted to increase in the future, traffic conditions will worsen along the
corridor. Without the proposed widening project and dedicated turn lane, almost all of the
stop-controlled intersections would operate at unacceptable LOS during at least one peak
hour. The proposed project would address the need to increase capacity and enhance
mobility for vehicles by allowing for an acceptable LOS and keep the roadway
functioning properly as an arterial. The proposed project would also enhance mobility for
pedestrians and bicyclists along the corridor as they are not adequately served on the
existing roadway.

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Anticipated Permit or Consultation Requirements:

Stream/Wetlands
A Natural Resources Technical Report: US 15-501 Corridor Improvement from Launis
St. to Powell Place Ln. (Atkins, 2016) was prepared to evaluate the potential impacts to
the natural environment. The majority of the project development area consists of
maintained and/or disturbed land including roadway, right-of-way, paved surfaces,
developed properties (residential and commercial), and vacant land. The report identified
a total of six (6) streams and two (2) wetlands (Table 1). The are no bridges associated
with the project; however, five (5) culverts will be replaced.

There is also an open water pond identified as P1 in the Natural Resources Technical
Report (NRTR), which is an impoundment of Stream B and connected to Wetland A, is a
part of the Robeson Creek Watershed. This watershed project was implemented
approximately 10 years ago and was funded by the Environmental Protection Agency
(EPA) 319 Grant Program. The project was designed to reduce stormwater runoff and
redistribute the overflow of Stream SB. An ATLAS screening of the project area shows
that the pond is included in the “North Carolina Effective Flood Zone” and is also
identified as a “North Carolina Department of Environmental Quality (NCDEQ) Major
Basin”.

Table 1. Jurisdictional Water Resources in the Study Area
Resource ID Length/Area Classification Compensatory
Mitigation Required
Stream A 2,886 ft Perennial Yes
Stream B 323 ft Intermittent Yes
Stream C 102 ft Intermittent Yes
Stream D 188 ft Intermittent Yes
Stream E 38 ft Intermittent Yes
Stream F 170 ft Intermittent Yes
Wetland A 0.28 acres Riparian Yes
Wetland B 0.05 acres Riparian Yes
Source: Natural Resource Technical Memorandum: U.S. 15-501 Widening, Atkins 2016

A Preliminary Jurisdictional Determination (JD) was received on March 31, 2016. The
majority of the stream segments along the corridor are intermittent and outside of the
existing right-of-way.

In accordance with NCDOT procedures for calculating impacts to jurisdictional resources
at the preliminary planning-level design stage, preliminary designs and a 25-foot buffer
of the proposed roadway slope stakes were used to calculate impacts to water resources
located within the project study area described below.

Approximately 946 feet of streams are anticipated to be impacted by the project. Stream
impacts were calculated against the hydro design file, and the stream data layer was
created using the geometry from the Final Survey and the jurisdictional calls from the JD.
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Impacts from the cut/fill lines were not calculated unless the cut/fill line directly
impacted the stream, since preference was shown to the details in the hydro design.

Approximately 0.07 acres of wetlands are anticipated to be impacted by the project.
Wetland impacts were calculated against the hydro design file, and the wetland data layer
was created using the geometry from the wetland Professional Land Surveyor (PLS)
survey and the jurisdictional calls from the JD. Impacts from the cut/fill lines were not
calculated unless the cut/fill line directly impacted the wetland.

Approximately 0.3 acres of open water are anticipated to be impacted by the project.
These impacts were calculated using the hydro design file and slope stake file.

Any impacts to jurisdictional waters resulting from the project will likely require a
Nationwide Permit (NWP) 14 for Linear Transportation Projects, assuming impacts stay
within the applicable stream and wetland impact thresholds for that permit. Coordination
will occur with NCDEQ regarding the open water impacts to pond P1 in accordance with
the 2016 Memorandum of Agreement between NCDEQ and NCDOT. A North Carolina
Department of Water Resources (NCDWR) Water Quality Certification (WQC) No. 3886
would also be required to accompany NWP 14. Project impacts will be verified, updated,
and refined at subsequent design phases. If the wetland and stream thresholds for NWP
are exceeded, the project may require an Individual Section 404 and 401 permits. The
USACE holds the final discretion as to what permit will be required to authorize project
construction and will be consulted with on final impacts and permitting requirements.

Buffer Rules
The project is located within the Jordan Lake River Basin Buffer and subject to those
rules and regulations. NCDOT will coordinate with the North Carolina Department of
Environmental Quality (NCDEQ) on compliance with implementation of the buffer rules.
Approximately 169,283 square feet (101,792 square feet for Zone 1, 67,491 square feet
for Zone 2) of riparian buffer impacts are anticipated from the project. The NCDOT will
attempt to avoid and minimize impacts to streams and wetlands to the greatest extent
practicable during project design and take the buffer rules into consideration. The riparian
buffer values represent a preliminary calculation of buffer impacts and no attempt has
been made to document regulatory exemptions based on existing land use. Additional
refinements to these values will be determined during the permitting phase of this project.

Endangered Species
As of June 17, 2021, the U.S. Fish and Wildlife Service (USFWS) lists three federally
listed protected species in Chatham County (Table 2). Habitat/field surveys and database
searches determined that the proposed project will have no effect on any federally
protected species.

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Table 2. Federally Protected Species Listed for Chatham County
Scientific
Name
Common
Name Federal Status Habitat
Present Surveys Biological
Conclusion
Notropis
mekistochol
as
Cape Fear
Shiner Endangered (E) No 12/08/2016
(NCDOT)
No Effect
(No Further
Action Needed)
Picoides
borealis
Red-
cockaded
woodpecke
r
Endangered (E) Yes 12/2021
(NCDOT)
No Effect
(No Further
Action Needed)
Ptilimnium
nodosum Harperella Endangered (E) No NA
No Effect
(No Further
Action Needed)
Source: Natural Resource Technical Memorandum: US 15-501 Widening, Atkins 2016

In accordance with the Bald and Golden Eagle Protection Act, a desktop-GIS assessment
of the study area (as well as the area within 1.13 miles of the project limits) was
performed on June 9, 2015 using 2014 imagery. No water bodies large enough and
sufficiently open to be considered potential feeding sources were identified. Additionally,
a review of the North Carolina Natural Heritage Program (NCNHP) database (updated
April 3, 2019) indicates no known occurrences of the species within 1.13 miles of the
study area. In addition, Atkins biologists conducted field surveys in November of 2015
because of the proximity of the project to Jordan Lake and the Haw River. Due to lack of
habitat and known occurrences, it has been determined that the project will not affect this
species.

The US Fish and Wildlife Service has revised the previous programmatic biological
opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US
Army Corps of Engineers (USACE), and NCDOT for the northern long-eared bat
(NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire
NCDOT program in Divisions 1-8, including all NCDOT projects and activities.
Although this programmatic covers Divisions 1-8, NLEBs are currently only known in 22
counties, but may potentially occur in 8 additional counties within Divisions 1-8.
NCDOT, FHWA, and USACE have agreed to two conservation measures which will
avoid/minimize mortality of NLEBs. These conservation measures only apply to the 30
current known/potential counties shown on Figure 2 of the PBO at this time. The
programmatic determination for NLEB for the NCDOT program is May Affect, Likely to
Adversely Affect. The PBO will ensure compliance with Section 7 of the Endangered
Species Act for ten years (effective through December 31, 2030) for all NCDOT projects
with a federal nexus in Divisions 1-8, which includes Chatham County, where STIP
Project R-5724 is located.

Hazardous Materials
The NCDOT GeoEnvironmental Section performed a Phase I field investigation (see
attachment) on April 2, 2018 and identified eight (8) sites of concern within the project
study area (Table 3). The anticipated risks and potential impacts to these sites from the
project is “low”.
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Table 3. Sites of Concern
# Type Location Anticipated
Impact
Anticipated
Risk Comments
1 UST 439 Hillsboro St. Low Low Former gas station
2 UST 471 Hillsboro St. Low Low Former gas station
3 SQG 480 Hillsboro St. Low Low Inactive hazardous waste
4 UST 521 Hillsboro St. Low Low Former gas station
5 N/A 879-881 Hillsboro
St. Low Low Not listed. May have
been gas station
6 UST 1700 Hillsboro St. Low Low Active gas station
7 SQG 1755 Hillsboro St. Low Low Vacant lot/inactive
8 UST 32 Powell Pl. Low Low Active gas station

Special Project Information:

Environmental Commitments: The list of project commitments (greensheet) is located
at the end of the checklist.

Estimated Costs: The total costs for the project included in the 2020-2029 STIP are as
follows:

Right-of-way (FY2022) $1,000,000
Utilities (FY2022) $1,300,000
Construction (FY2025) $7,000,000

Accidents: During a five-year reporting period (2011-2016), there were a total of 31 mid-
block crashes along the analyzed section of Hillsboro Street (Launis Street to Lowes
Drive/Powell Place Lane). The two most common types of crashes were rear end and
animal crashes. Rear end crashes make up more than half of the total mid-block crashes
on US 15-501 and are typically caused by slowing down due to congestion. All segments
of the roadway analyzed are below the critical crash rate and follow statewide crash
trends for its facility type.

Design Exceptions: There are no anticipated design exceptions for this project.

Hydrology: The project is in the Cape Fear River Basin and Lake Jordan Water Supply
Watershed. In order to minimize potential impacts to water resources in the project area,
NCDOT's Best Management Practices for the protection of Surface Waters will be
enforced during the construction phase of the project.

Pedestrian and Bicycle Accommodations: There are no continuous sidewalks or
bicycle facilities located on the existing project corridor. The is a short sidewalk segment
and crosswalk at Chatham Mills and Launis Street. Local area plans (Pittsboro 2009
Pedestrian Transportation Plan, Chatham County 2011 Bicycle Plan, and the Pittsboro
2014 Downtown Vision Plan) recommend the addition of bike lanes, sidewalks, and
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multi-use paths along the corridor. The project includes the design and construction of a
5-foot sidewalk (western side) and 10-foot multi-use path (eastern side) as part of the
widening. The addition of these facilities would result in a positive impact to multi-modal
transportation safety along the corridor.

The Town of Pittsboro has agreed to share in the costs for the inclusion of sidewalks and
bicycle lanes with the project. In February of 2018 the Planning Director contacted
NCDOT and informed them that the Pittsboro City Council discussed the project and
asked for NCDOT to price different cross sections for the project and explore the option
for a multi-use path and spaces for landscaping improvements. Preliminary plans were
revised to accommodate this request. NCDOT is working with the Town of Pittsboro
regarding the shared costs and maintenance for these improvements and an executed
agreement will be developed prior to the contract let.

Cultural Resources: NCDOT Archaeologist provided a “No Archeology Survey
Required” form for the project on January 9, 2017 (see attachment). There is one
National Register listed Historic District (Pittsboro Historic District) within the Area of
Potential Effects. In October of 2017 the NCDOT Architectural Historian and State
Historic Preservation Office (SHPO) representative determined that the widening project
would have “No Adverse Effect” on the district. An Effects Meeting was held February
12, 2019 to review the revised project plans as the addition of the multi-use path required
additional easements at the Historic Chatham Mills property within the historic district. A
determination of “No Adverse Effects” was made at the meeting with the condition that
the project area in front of Historic Chatham Mills be designed with 2:1 slope and that
efforts be made to reduce tree takes (see attachment). Should design change and the
project extend beyond the areas assessed for historic resources, NCDOT Historic
Architecture and Landscapes Group should be contacted to determine if additional review
is necessary.

Alternatives Discussion:

No Build - The No-Build alternative would not address the need to increase capacity and
enhance mobility and would not allow for an acceptable LOS that keeps the roadway
functioning properly as an arterial.

Offsite Detour - An offsite detour was not considered because of the availability of an
acceptable onsite detour.

Agency Comments: No agency comments were submitted during the scoping process.
Local Input Forms were distributed and returned with the following comments:

Emergency Services (EMS)
A Chatham County EMS official noted that there is a lack of detour routes available in
the area and road closures or reduction in lanes could have significant impacts on
emergency service response time.

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School Transportation
Chatham County Schools noted that there would be a “high” impact on school
transportation if the project corridor were closed or at reduced capacity for up to a year
due to potential detours adding “significant” time delays to the bus routes as well as
increasing the number of buses along busy US 64. They noted that 11 school buses travel
along the project corridor, with a total of 22 trips occurring per day.

Town of Pittsboro
The Planning Director for the Town of Pittsboro stated that reducing travel lanes during
construction will have a “high" impact on the town since it is the main route than runs
north/south through the area. They also noted that pedestrian and bicycle traffic use this
street and that the project will help with pedestrian/bike connectivity between the
downtown and commercial areas.

As representatives of the Chatham County Emergency Services, Chatham County
Schools, and the Town of Pittsboro stated that there could potentially be “high” impacts
from this project, these organizations will be contacted one month prior to construction to
coordinate regarding potential temporary impacts to their services.

Public Involvement: A local officials briefing and open house public meeting was held
on June 18, 2019 at Chatham Mills to present preliminary plans for the project, answer
questions, and receive comments regarding the project. A postcard advertising the
meeting was distributed to approximately 1,000 residents, property owners, and
businesses adjacent to the project corridor. A total of eight (8) local officials and 34
citizens signed in at the meeting.

NCDOT also developed a website for the project. located at: https://publicinput.com/US-
15-501-pittsboro. The NCDOT Project Website included general information on the
project, project maps/plans, and a survey to provide input on the project. Public
comments provided through the July 5, 2019 comment period included three comment
forms, three emails, and 28 individuals participated in the survey.

Overall, the public was in favor of the project (97% support for the addition of turn lanes,
93% support for the sidewalk, and 82% support for the multi-use path). Resources of
concern were primarily residences, businesses, streams, and trees. The most common
comments received are listed below:

 The turn lane is too wide and should be reduced to decrease impacts
 Concern for right-of-way impacts to residential properties along the roadway
 Recommended minimizing tree removal
 Concern over runoff/flooding
 Question why bypass not being considered
 Concern over access impacts to businesses
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PART A: MINIMUM CRITERIA

YES NO
1. Is the proposed project listed as a type and class of activity allowed under
the Minimum Criteria Rule in which environmental documentation is not
required?

If the answer to number 1 is “no”, then the project does not qualify as a
minimum criteria project. A state environmental assessment is required.

If yes, under which category? 8 (b)
If either category #8, #12(i) or #15 is used complete Part D of this checklist.

PART B: MINIMUM CRITERIA EXCEPTIONS

Items 2 – 4 to be completed by the Engineer. YES NO
2. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality
impacts?

3. Will the proposed activity have secondary impacts or cumulative
impacts that may result in a significant adverse impact to human health
or the environment?

4. Is the proposed activity of such an unusual nature or does the proposed
activity have such widespread implications, that an uncommon concern
for its environmental effects has been expressed to the Department?

Item 5-8 to be completed by Division Environmental Officer.
5. Does the proposed activity have a significant adverse effect on wetlands;
surface waters such as rivers, streams, and estuaries; parklands; prime or
unique agricultural lands; or areas of recognized scenic, recreational,
archaeological, or historical value?

6. Will the proposed activity endanger the existence of a species on the
Department of Interior's threatened and endangered species list?

7. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water quality or
ground water impacts?

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8. Is the proposed activity expected to have a significant adverse
effect on long term recreational benefits or shellfish, finfish,
wildlife, or their natural habitats

If any questions 2 through 8 are answered “yes”, the proposed project may not qualify as a
Minimum Criteria project. A state environmental assessment (EA) may be required. For
assistance, contact:

Manager, Environmental Analysis Unit
1598 Mail Service Center
Raleigh, NC 27699-1598
(919) 707 – 6000
Fax: [phone]

PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS

Items 9- 12 to be completed by Division Environmental Officer. YES NO
9. Is a federally protected threatened or endangered species, or its
habitat, likely to be impacted by the proposed action?

10. Does the action require the placement of temporary or permanent
fill in waters of the United States?

11. Does the project require the placement of a significant amount of
fill in high quality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?

12. Is the proposed action located in an Area of Environmental
Concern, as defined in the coastal Area Management Act?

Items 13 – 15 to be completed by the Engineer.
13. Does the project require stream relocation or channel changes?

Cultural Resources
14. Will the project have an “effect” on a property or site listed on the
National Register of Historic Places?

15. Will the proposed action require acquisition of additional right of
way from publicly owned parkland or recreational areas?

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Question 10: Based on preliminary design, the project may result in impacts to
approximately 0.07 acres of wetlands and 946 feet of streams. The project will likely
require a Nationwide Permit (NWP) 14. The USACE holds the final discretion as to what
permit will be required to authorize project construction and will be consulted with on
final impacts and permitting requirements.

Question 14: A determination of “No Adverse Effects” was made with the condition that
the project area in front of Historic Chatham Mills be designed with 2:1 slope and that
efforts be made to reduce tree takes.

PART D:( To be completed for category #8, 12(i) or #15)

Items 16- 22 to be completed by Division Environmental Officer.

16. Project length: 1.4 miles

17. Right of Way width: Varies

18. Project completion date: 2025

19. Total acres of newly disturbed ground
surface:

3.0 acres

20. Total acres of wetland impacts: 0.07 acres

21. Total linear feet of stream impacts: 946

22. Project purpose: Improve existing and
projected vehicular traffic
flow and operational
efficiency along the
roadway and enhance
mobility for pedestrians
and bicyclists

If Part D of the checklist is completed, send a copy of the entire checklist document to:

David B. Harris, PE - State Roadside Environmental Engineer
Mail Service Center 1557 Raleigh, NC 27699-1557
Phone/Fax: [phone], Email: [e-mail]

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Prepared by: Date:
Lauren Dix
Environmental Planner, Atkins
(Consultant)

Reviewed by: Date:
Jeffrey A. Stroder, PE
NCDOT Division 8 Project Engineer

Date:
Art C. King
NCDOT Division 8 Environmental Officer

12/21/2021
01/10/2022
01/10/2022
State Minimum Criteria Checklist – R-5724B Page 1 of 2
December 2021
PROJECT COMMITMENTS
Chatham County
U.S. 15-501 (Hillsboro Street) Widening in Town of Pittsboro
W.B.S No. 50217.1.1
STIP Project R-5724B
NCDOT Division 8
School/EMS/Local Coordination
•As representatives of the Chatham County Emergency Services, Chatham County Schools,
and the Town of Pittsboro stated that there could potentially be “high” impacts from this
project, these organizations will be contacted one month prior to construction to coordinate
regarding potential temporary impacts to their services.
•Coordinate with the Town of Pittsboro regarding the inclusion of
pedestrian/bicycle/landscape improvements in the project design and execute a cost
share/maintenance agreement prior to contract let.
Property Access/Impacts
•Ensure that access is maintained and impacts are minimized during construction for
residential and commercial properties located along the project corridor.
Historic Resources
•The portion of the project in front of Historic Chatham Mills will be designed with a 2:1
slope and efforts should be made to reduce tree takes in this location. Should design change
and the project extend beyond the areas assessed for historic resources, NCDOT Historic
Architecture and Landscapes Group should be contacted to determine if additional review is
necessary.
NCDOT GeoEnvironmental Unit - Underground Storage Tanks (UST’s)
•The NCDOT GeoEnvironmental Unit will complete further assessments on properties as
necessary prior to right-of-way acquisition.
North Carolina Department of Environmental Quality (NCDEQ) – Buffer Rules
•The project located within the Jordan Lake River Basin Buffer and subject to those rules and
regulations. NCDOT will minimize and identify impacts to buffers once final design is
determined and coordinate with NCDEQ on compliance and implementation.
State Minimum Criteria Checklist – R-5724B Page 2 of 2
December 2021
North Carolina Department of Environmental Quality (NCEQ) – Division of Mitigation
Services
•Robeson Creek Watershed (identified as P1 and WA in the Natural Resources Technical
Report) is located within the project study area and is anticipated to be impacted by the
project. NCDOT will coordinate with NCDEQ and the property owner to determine if onsite
mitigation is feasible in accordance with the 2016 Memorandum of Agreement between
NCDEQ and NCDOT.
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R5724_MCDC_VicinityMap.mxd JNL 07.26.2019Source: Chatham County GIS, NCDOT GIS.FIGURE 1
PROJECTLOCATION
STIP PROJECT NO. R-5724B
US 15 / US 501, North ofUS 64 Businessto Powell Place Lane
Chatham County, North Carolina
Legend
R-5724B (Widening)R-5724B (Resurfacing)R-5724AFuture Road (N ot Funded)Preliminary Study Area
Pittsboro Town LimitsParcels
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH04.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 24+00MATCHLINE SEE SHEET 5SEE SHEET 11 FOR -L- PROFILE
SEE SHEET 14 FOR -Y2- PROFILE
HISTORIC PROPERTY BOUNDARY
PAVED SHOULDER
SIDEWALK AND MULTI-USE PATH
CONC ISL
CONC
30" C&G
30" C&G
BST
BST
CONC
CONC
BST BST
BST PARKING PARK DR

VAR BSTLAUNI
S ST VAR BSTUS 15/US 501 HILLSBORO ST VAR BST30" C&GN MASONIC STV
A
R
BST
CONC
CIRCLE DR VAR BST
24" C&G24" C&G2
4"
C
&GCAN
BUS
1SF
BUS2SBK
BUS
1SBLK
BST
BST
CONC
CONC
CONCCONCBST
B
S
T
ABANDBUS1SBK
BUS
1SF
60" CONC
24" C&G
24" C&G15" RCPS
GR
GRS
SOIL
BST
2SFD
S
CONC
RAPRIP-
RAPRIP-
POLE
FLAG
W/LTW/LT
LT
LT
W/LT
LT
W/LT
W/LT
W/LT
W/LTW/LTLT
W/LT
W/LT W/
L
T
LT
DI
LT
LT
ABANDBUS1SBLK
BST
BSTGR
CONCRIPRAP
CURBCONCCONC CURB
DK
1
2
3
4
7
8
9
10
12
14
15
16
17
18
GR 1
S
F
D1
S
F
DCONC
4
8
" BK
WALL
LT
S
CO
WALL
48" BLK LTBOBOCONC18" RCP
POLE
MLT
LS
A5
6
13
11
19
3
5
GTSPI
PEGAS6"
10
"10"12"
12"12"
12"FO2"
2"
2"
2"
2
"
2"
2"2"2
"6"
2
"
2"END8"HP
8"HP8"HP
8"HP
8"
H
P
-EL-
-EY-
-EYA-
-EY2-
N 86°16'53" E
50.31'
S 87°20'20" W
21.64'
N 04°09'38" W
141.02'S 08°54'41" W
194.50'N 78°24'55" W72.95'N 78°24'55" W72.20'
S 18°31'25" W
192.50'
S 18°31'25" W
22.42'
S 18°31'25" W
274.67'S 63°03'53" E218.31'
TO EIP
2.74' R/W
2.71'
R/W
T
O
EIP
20.00'DB
5
6
1 P
G
10
3
2
0' WAT
E
R
LI
NE
E
AS
E
ME
NT
2"SATELLI
TE4
6
7.3
7
4
3
0.8
3
TOP=429.60'INV=415.04'
INV=415.04'8"PVCTOP=419.79'INV=414.11'
INV=414.14'
TOP=420.15'INV=413.35'
INV=413.67'12"DI
PINV=414.01'
INV=411.92'8"DI
PTOP=433.35'
INV=425.57'
INV=425.07'
TOP=455.24'
INV=449.23'
8"DIP
TOP=469.50'
INV=464.72'
TOP=449.93'
INV=445.23'
TOP=417.91'
TOP=460.45'
TOP=457.41'
TOP=457.31'
TOP=452.79'
TOP=444.48'
18" RCP 18" RCP12
" RCPINV=432.82'
INV=432.73'
TOP=437.60'
INV=455.22'
18" RCP
INV=447.57'INV=447.73'
INV=438.81'
INV=438.71'
INV=430.26'
INV=457.38'95"x67" CMAPINV=414.09'
INV=414.70'
INV=454.71'
INV=426.81'
INV=430.30'
SINGLE BARREL
INV=447.76'
8"TC
CB CB
CB
CB CB
CB
INV=454.51'DIINV=464.89'
8' CONC HW5' x 5' CONC6.3' CONC HW7.6' CONC WW
INACCESSIBLE
RCP
15"
W
/FE
S18"
R
C
P
RCP18"
DIP8"
7.6' CONC HW5' x 5' CONC6.3' CONC HW7.6' CONC WW
EIP
EIP
EIP
EIPTO EIP0.19' R/W
EIP
EI
PTO EIP
1.89' R/W CURB6
" CONC EI
PTO EIP1.50' R/W EI
P6.76' R/W TO EIP
EIP
EIP
WOODS
WOODS
35.00'EXI
S
TI
NG R/WEXI
S
TI
NG R/WEXISTING R/W
EXISTING R/W60.00'EXI
STI
NG R/WEXI
STI
NG R/W4
6
7.3
7
4
3
0.8
3
4
6
7.3
7
4
3
0.8
3
4
6
7.3
7
HW2
CUL4CUL3CUL1CUL2HW1
S 04°10'23" E 141.46'S 62°56'33" E163.46'
4
3
0.8
3
EIP
DI
15" RCP
I
NV=4
6
2.
7
0'
INACCESSIBLE
18" RCP
18" RCP
wife, KAY V HUDSON
WILLIAM C HUDSON and
DB 517 PG 411
WILLIAM GARRETT PARKS
PB 1 PG 100
DB 1637 PG 680
THOMAS F PARKS II
PB 1 PG 100
DB 1203 PG 815
PAMELA J SMITH
SMITH AND
THOMAS L
DB 1261 PG 599
PATRICIA M HARRIS
W D HARRIS and wife,
PB 1 PG 100
DB 1739 PG 164
PATRICIA M HARRIS
W D HARRIS and wife,
PB 1 PG 100
DB 508 PG 461
DB 948 PG 742
REALTY LLC
HOMEPLATE
PB 90 PG 325
DB 1429 PG 549
CHATHAM MILLS DEVELOPMENT CORP
PB 4 PG 73
DB 561 PG 103
DB 739 PG 584
T
T
I
NV=414.62'
I
NV=415.71'
I
NV=414.69'
I
NV=415.00'
I
N
V
=454.61'
IN
V=458.39'
IN
V=458.39'
T
OP
=460.07'
TOP=466.52'
1 S F D
2 S BK D
GRAVEL DR
STONE WALL
STEPSBRICK CONC WALKCONC ISLANDCONC WALK
CONC WALK
C
O
N
C WA
L
L
MASONRY D1.5 S
SOIL & GRAVEL DR
CONC
WELL
EIP
EIP EIP
S&G DR
15" R
CP
15"
R
C
P
INV=N/A
SIGN
CONC WALKWAL
L
C
ONC
WAL
KC
ONC
S
OIL
&
G
R
A
V
E
L
IN
V=457.81'
T
OP
=462.19'MI
D
WA
Y S
T P
A
V
E
D
R
D
WY
116
117
118
119
120
UTILITYWATER
GATEMTL
CB
C
B
15" RCP
15" RCPDIRECTION ONLYDIRECTION ONLY
INV=412.92'
INV=411.72'
CIRCLE DR
PAVED RDWY
DI
R
E
C
TI
O
N
O
N
L
Y 6" HDPEN 86°16'53" E
154.75'N
8
5
°
10'
14
" W6
6
3.
8
9'
0.
6
1' R/W
T
O EI
P
-
E
Y6-
E
XIS
TI
N
G
R/WE
XIS
TI
N
G
R/WS
T
E
P
S
B
K
40.00'35.00'
S 18°31'25" W
108.82'
S 87°20'20" W
3.58'
S 05°50'55" E
59.19'
S 85°23'56" W179.76'WOODSWOODSGRASSG
R
ASS
GRASS
GRASS
GRASS
8"
JAMES WEBSTER, JR.
DB 799 PG 592
LILLIAN PLUMMER
DB 626 PG 787
PB 87 PG 58
DOMINGO PEREZ
DB 524 PG 825
PB 88 PG 89
JESSICA PARKS
DB 1804 PG 266
PB 2008 PG 163
JOSEPH MARLOWE
DB 351 PG 144
PB 1 PG 3
TOWN OF PITTSBORO
DB N/A PG N/A
PB 1 PG 3
DOUGLAS ROBBINS
DB 1891 PG 1048
PB 1 PG 3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "R5724-1"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 719502.149(ft) EASTING: 1947547.285(ft)
ELEVATION: 467.373(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999890022
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R5724-1" TO -L- STATION 12+90.00 IS
S 8°24'31.24" W 315.654'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAD 83/NA 2011
25,00024,800
-L--L-
-Y1-
LAUNIS ST
US 15-501US 15-501
2040 ADT
100
100 300
400
4,400 3,400
7,800
24,00025,000
-L--L-
US 15-501 US 15-501
PARK DR
-Y2-
2040 ADT
2019 ADT
220
16,39016,340
16,34016,230
820
1,680
870
320
2019 ADT
-Y1- POT Sta. 10+00.00
-Y1- PT Sta. 11+13.69
-Y1- PT Sta. 12+50.80
-Y1- PC Sta. 12+04.65
-Y1-
-L-
10
PI Sta 10+66.76
D
L = 94.07'
T = 47.13'
R = 600.00'
PI Sta 12+27.91
D
L = 46.15'
T = 23.26'
R = 150.00'.02.0212'
16'12'
L
A
U
NIS
S
T
US 15-501 12'100' TAPERPARK DRINC.
26'.0312'
16'
12'
12'
16'
12'
INC.
26'
-L-
-Y1- PC Sta. 10+19.62
12'12'12'
-Y1-
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
PROP. 2'-6" C&G+51.00.02
.01
.00
.01
.02
+75.63
I
NC.19'
.05
.04
.03
.02
+80.00
I
NC.19'
48'
48'
32'
-Y2- POC Sta. 10+80.00
BEGIN CONSTRUCTION
SE = 0.03SE = EXIST
LR = 78LR = EXIST
42'12'12'2'2'
R = 50'
R = 50'
R = 25'
R = 25'.012.023SE = EXIST
LR = EXIST +62.98-Y2-16'28'
.055.013
-L- POC Sta. 13+80.00
BEGIN CONSTRUCTION
.037
.03
CR
CR
CR
CR
20'
R = 25'
CR
SIDEWALK TO EXISTING
TRANSITION AND TIE
CURB & GUTTER TO EXISTING
TRANSITION AND TIE
PI Sta 14+02.99
D
L = 195.83'
T = 98.57'
R = 695.00'
PI Sta 15+97.22
D
L = 143.96'
T = 72.22'
R = 730.00'
PI Sta 10+52.90
D
L = 97.02'
T = 48.55'
R = 955.00'
PI Sta 12+96.49
D
L = 115.15'
T = 57.57'
R = 11,460.00'
-Y2- PT Sta. 13+54.06
-Y2- PC Sta. 12+38.92
-Y2- PC Sta. 10+04.35
-Y2- POT Sta. 10+00.00
-Y2- POT Sta. 15+22.01
-L- POC Sta. 22+77.41 =
-Y2- PT Sta. 11+01.37
PI Sta 24+35.77
L = 783.74'
T = 398.80'
R = 1,720.00'
D
PROP. 10' MULTI-USE PATH
-Y1- POT Sta. 12+70.00
-L- POC Sta. 16+22.96 =
-L- POT Sta. 12+90.00
-L- PC Sta. 13+04.43
-L- PC Sta. 15+25.00
-L- PT Sta. 16+68.96
12'.02.01.00.01.02.03.02
2'2'
-Y1- POC Sta. 12+20.46
BEGIN CONSTRUCTION
-BY-17
BM#1
-BY1-18
-BY2-19
CR CR
PROP. 8"X18" C&GPROP. 8"X18" C&G R=10'
R=10'
F
C C
F F
F
F F
C
C
C
F
C
F
F
FFFFCFFFF [phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH05.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 24+00MATCHLINE SEE SHEET 4-L- STA 36+50MATCHLINE SEE SHEET 6SEE SHEET 11 FOR -L- PROFILE
SEE SHEET 14 FOR -Y3- PROFILE
-DW5- PROFILES
SEE SHEET 15 FOR -DW1- THRU
PAVED SHOULDER
SIDEWALK AND MULTI-USE PATH
BST PARKING
BST
SPRINGDALE DR VAR BSTUS 15/US 501 HILLSBORO ST VAR BST
S
G
1SFD
1SFD
1SFD
SS1SBLKD1SBLKD
S
H
T
R
1SFD
1SFD
1SFD
HTR
1SBKD
1SFD S
S S
1SFD
BST
BST
BST
POND
BST
CONCGRCONC
GR15" RCP
1SFDCONC 15" RCP15" HDPE
GR
15" RCP
15" RCP
GAZEBO GRGRS
G
R
GR
12" RCP
72" WD
GRGR
W/LT
W/LT
W/LT
W/LT
LT
LTLT
LT
LT
LT
W/LT
W/LT
W/LT W/LTLT
LT
LT
LT
LT
LT
LT
LT
LT LT
W/LT
W
/LT SS
BUS
1SMTL
GR
S CURBCONCCURBCONCGR
DK20212425262728293032343640 41434496" WD72" CHL
3SBW
1SFDGR42CO
BO BOBO BO BO
12" RCP
BO
BK
BO
BK
CO
DISH
SATELLITE
12" RCP
CO
CO
CO22333123
373839RAIL36" WD GTSBLOW OFF
GAS
12
"12"
12"2"2"
2"2"2"2"2"6"12"
REDUCER
8"HP
8"HP
8"HP
8
"HP
S 88°17'49" E231.12'S 88°17'40" E234.94'S 88°17'40" E238.76'N 89°57'13" E243.00'
S 00°13'40" E
77.00'
S 00°13'40" E
49.87'
S 00°13'40" E
50.00'
S 00°13'40" E
50.00'S 00°13'40" E
75.00'N 88°58'14" E46.07'N 88°58'14" E103.69'N 88°58'14" E99.88'
S 01°01'46" E
197.72'N 88°03'54" E62.52'
S 88°06'06" E
30.32'S
7
5°
0
8'54
" W1017.26'S 85°43'07" E110.52'S 85°44'06" E99.72'N 85°44'06" W100.09'N 85°43'07" W99.06'N 04°55'42" E
53.32'
N 04°55'42" E
49.31'
S 04°16'12" W
50.00'
S 04°16'12" W
100.00'
S 04°16'12" W
74.90'S 85°38'05" E209.44'N 85°38'05" W209.33'N 85°43'48" W209.11'N 74°40'29" W109.56'N 83°56'59" W101.47'N 86°41'42" E210.52'N 78°24'37" E215.64'N 84°22'28" E133.62'TO EIP0.06' R/W 60.00'PB 97 PG 46DB 438 PG 74560' EASEMENT60
.00
'DB 701 PG 59260' PRIVATE EASEMENTTO R/W0.97'
EIP
15" RCP FES
15" CPP3
0" RCP
36
" HDPE
24" RCP
15" RCP
D
IEIP
EIP
EIP EIP EIP
EIP EIP EIP
EIP EIP
EIP
EIP
EIPEIPEIP
EIPWOODS
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W100.00'L = 196.55'R = 446.6' 194.97'CH = S 73°30'26" EEIP
S 04°16'12" W
72.19'
S 04°16'12" W
34.77'EXISTING R/WEXISTING R/WRCP
15" N 88°03'54" E97.87'S 89°40'27" E148.56'
N 00°53'57" E
221.80'S 89°42'10" E138.31'S 89°42'10" E100.79'
N 04°55'42" E
57.68'
EIP
EIP
EIP
TO EIP0.37'
R/W N 88°03'54" E127.42'
N 01°56'06" W
199.59'
EIP
S 88°17'40" E216.55'S 88°17'40" E220.13'S 00°04'47" W
49.29'
S 00°04'47" W
50.34'EIPS 88°18'54" E216.15'S 03°41'17" W
50.43'
N 01°02'13" W
74.75'
W/FES
CATHERINE D ROGERS
GEORGE SANDERS, and
BURTON T MOORE,
DB L-S PG 470
DB 73E PG 96
DB 1580 PG 1151
CYGNUS NC LOTS LLC
RAMSEY MELTON
HOBBS and EVELYN
ERIC DOUGLAS
DB 1277 PG 57
TAYLOR III
ISAIAH EUGENE
DB 1827 PG 441
SCURLOCK
ROBERT LOUIS
DB 318 PG 214
SCURLOCK
wife, RUBY MAY
SCURLOCK and
GEORGE CLIFTON
DB 254 PG 474
ANDRE FARRAR
CHRISTOPHER
PB 96 PG 47
DB 684 PG 744
ELLA L DARK
GEORGE DARK AND
PB 2 PG 88
DB KG PG 133
T. ALBERT HARGROVE
PB 2 PG 88
DB JV PG 163
AND ELLA DARK
GEORGE DARK
PB 2 PG 88
DB KG PG 133
BRENDA F MARSH
and wife,
FRANK W MARSH
DB 422 PG 55PB 2 PG 88
DB 1722 PG 525
DENNIS BROWN
wife, HATTIE BROOKS
GEORGE BROOKS and
PB 2 PG 88
DB 347 PG 228
PB 2 PG 88
DB 1729 PG 1197
wife, TANYA HALEY
JEFF HALEY and
MARINETTA D PAIGE
PB 2 PG 88
DB 680 PG 469
ZAR WIN
and wife, PHYU
ZAW MIN THU
PB 9 PG 12
DB 1189 PG 1086
PATTISALL
WILLIE MAE
PB 97 PG 46
DB 92E PG 313
PATRICIA P WRIGHT
PHILLIP W WRIGHT and
PB 9 PG 12
DB 667 PG 76
PB 12 PG 18
DB 1608 PG 770
ELIZABETH ANDERSON
PATRICIA P WRIGHT
PHILLIP W WRIGHT and
PB 9 PG 12
DB 667 PG 76
PATRICIA P WRIGHT
PHILLIP W WRIGHT and
PB 9 PG 12
DB 667 PG 76
VEOLOGICA LLC
PB 93 PG 248
DB 1580 PG 406
FARRAR
MARY ELIZABETH
PB 9 PG 12
DB 667 PG 509
and MELVIN HARRIS
ANNA FELICIA EVANS
ANNIE M FARRAR, MARY
DB 248 PG 351
DB 98E PG 179
ROBERT L SCURLOCK
DB 669 PG 106
ROBIN G LEE
PB 2002 PG 252
DB 1089 PG 1046
EX505S&G DR
S&G DR
S&G DR 15" RCP15" RCP15" RCP121122EIPN
12°11
'36"
E
707
.08
'60.00'S 01°23'06" E
196.08'S 00°07'46" E
200.00'
N 00°37'54" E
193.21'S 88°06'06" E95.48'N 02°38'56" E
193.06'
N 02°24'53" E
199.27'
WOODS GRASS
GRASS
GRASS
GRASS
GRASS
WILLIAM HUNEYCUTT, II
DB 875 PG 680
PB 9 PG 12
DONNA LOYD
DB 1426 PG 1116
PB 9 PG 12
PHILLIP WRIGHT
DB 667 PG 76
PB 9 PG 12
KEITH ROTEN
DB 1539 PG 208
PB 9 PG 12
3,400 3,200
6,600
23,80024,000
-L--L-
-Y3-
US 15-501 US 15-501
SPRINGDALE DR
2040 ADT
16,89016,390
520 1,020
1,530
2019 ADT
-L-
100' TAPER
.03.02.01.00.01.02100' TAPERSPRINGDALE DR+20.00+30.00.031
2'
1
6'
1
2'.02.0212'
16'
12'
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
PROP. 2'-6" C&G
20'
-L-
.03
.02
.01
.00
.01
.02
.02 .01
INC.19'INC.19'
+46.09
36'
-Y2- POC St
a. 10+80.00BEGI
N CONSTRUCTI
ONSE = 0.03
R = 50'
R = 50'
LR = 78'
-Y3- POT Sta. 14+30.00
END CONSTRUCTION 12'12'12'-Y3-2'2'.026 .008
-Y3-
LR = N/A
SE = NC
20'
20'
20'
20'
20'
20'16'16'
.038
CR
CR
-L
- POC
S
ta
. 25+24
.09
SAG
-Y3- POC Sta. 11+79.86SAG
16'10
0' TAPER
20'
PI Sta 24+35.77
D
L = 783.74'
T = 398.80'
R = 1,720.00'
-Y2- PC St
a. 10+04.35-Y3- POT Sta. 10+00.00
-L- POT Sta. 28+83.49 =
-Y3- PC Sta. 11+93.22
-Y3- PT Sta. 14+24.62
-Y3- POT Sta. 14+55.00
1
2'
PI Sta 13+08.93
D
L = 231.40'
T = 115.72'
R = 5,730.00'
.02
-BY3-20
-BL-5
BM#2 -BL-
INC
26'+94.72+30.00-DW1- POT Sta. 10+00.00
-DW1- POT Sta. 10+91.88
-L- POT Sta. 31+25.44 =
-DW2-
PI Sta 10+42.11
D
L = 26.18'
T = 13.10'
R = 275.00'
-DW2- POT Sta. 10+00.00
-DW2- PC Sta. 10+29.01
-DW2- PT Sta. 10+55.19
-DW2- POT Sta. 11+20.20
-L- POT Sta. 33+13.12 =
-DW3- POT Sta. 10+00.00
-L- POT Sta. 34+33.20 =-DW3- POT Sta. 10+66.99
-BL-6
PI Sta 10+43.80
D
L = 19.54'
T = 9.78'
R = 275.00'
-DW4-
-DW4- POT Sta. 10+00.00
-DW4- PC Sta. 10+34.03
-DW4- PT Sta. 10+53.57
-DW4- POT Sta. 11+20.14
-L- POT Sta. 34+96.40 =
PROP. 10' MULTI-USE PATH
20'20'
F
F
F
F
F
F
F F
F
F
C
F
C
F
C
C
F F
C
F F
C C
F
F
F
FFFFFFFFFF(919) 876-6888 NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH06.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 36+50MATCHLINE SEE SHEET 5-L- STA 48+00MATCHLINE SEE SHEET 7SEE SHEETS 11 AND 12 FOR -L- PROFILE
SEE SHEET 15 FOR -DW6- PROFILE
THRU -DW12- PROFILES
SEE SHEET 16 FOR -DW7-
SIDEWALK AND MULTI-USE PATH
GR
CONC
CONCBST CONC1SFD
1SBLKD
2SBKFD
1SFD
S
1SFD
1SBLKD
1SBLKD
1SFD
CAN
1SBKD
1SBKD
CAN
S
S
S
1SFD
CANDUPLEX1SBK
1SFD SGRGRGR
1SFD
GRGR BKGR12" RCP
GR GR
BKCONCCONCGRGR
GR
15" RCP GRGRS
GR
CONC
GRCONC CONCCONC
15" RCP
B
ST
W
/LT
W/LT
W/LT W/LTW/LT
W/LT BKCONC
CONCRCP
12"DKABAND2SF
P
ATTIS
H
ALL
D
R
G
R DARK OAKS DR GRCAN
4748495053565860626364CO
CO
CO POLEWD
CO
CO
12" RCP
GAS
TSRAIL36" WD GARAGE
LT4651 54555711561T2"
T
T
T
T
T
C12"12"12"
1
6
"16"
16
"THI
S STRUCTURERECORDS FOUND FOR NO ASSOCI
ATED
GTS
REDUCER
12"
12"
8"HP
8"HP
8"HP
8"HP
N 01°19'38" W
208.71'S 86
°04'
4
1" W12
5.01'S 89°15'19" W248.95'S 88°17'40" E183.67'S 88°17'40" E192.01'S 88°17'40" E196.18'S 88°17'40" E203.63'
S 00°44'59" W
98.60'
S 00°44'59" W
99.96'
S 00°44'59" W
49.98'
N 00°11'07" E
99.15'N
8
1°
0
7'
1
0
" E3
2
1.
8
5'
S 19°44'06" E
115.36'
S 19°44'06" E
212.06'
S 19°44'06" E
14.76'N
7
5°4
1'4
7"
E
15
0.2
1'
S 23°55'48" E
89.68'N 88°43'48" W153.15'N 88°43'48" W56.51'
N 12°29'38" W
67.59'N
7
5°4
1'4
7"
E
3
7.8
7'
N 75°41'47" E
19.67'
N 19°59'38" W
5.71'
N 19°59'38" W
269.29'S 89°19'54" E156.03'N
7
5°3
1'4
9"
E
19
5.3
4'S 89°00'19" W235.30'N 59°08'41" W191.69'TO R/W0.80' EI
P 0.05' R/W TO EI
P30.00'
PB 97 PG 46
SEW ER EASEM ENT
30' A CCESS &
60.00'12"DIP8"PVC8"PVC
8"PVC
8
"D
IP
6' CONC HWW/FES24" RCP EIP
EIP EIP
EIP
EIP
EIP
EIP
EIPS 88°17'40" E209.38'
N 00°49'28" E
99.04'
WOOD
S
WOODS
EXISTING R/W
EXISTING R/W100.00'EXISTING R/WEXISTING R/W30.00'
EX
IS
T
ING
R
/W
EX
IS
T
ING

R
/W
S 88°51'19" W174.12'
N 02°16'29" W24.30'
EIP
S 00°44'59" W
121.27'S 88°51'19" W153.79'S 88°51'19" W100.00'
N 10°52'19" E
89.86'S 88°51'19" W628.88'S 86°14'41" E247.62'S 87°21'13" W100.38'
N
23°42
'19" E
125
.38
'N 86°24'19" W248.69'
N 23°42
'19" E
28
.62
'EIP
S 20°08'45" E
160.15'
N
24°13
'27" E
230
.03
'
EIP
N 17°51'19" E
101.21'
N 16°54'55" E
111.25'S 59°08'41" E188.72'S 56°56'47" E194.27'30.00'30.00'DB 384 PG 417 & 434
30' POWERLINE EASEMENT DB 382 PG 44530' RI
GHT-OF-WAY EASEMENT
N 01°02'13" W
74.75'
N 17°32'58" E
113.02'EIPCALVIN WAYNE FREEMAN
MARY PATTISHALL ALSTON
FRANK H ALSTON and wife,
DB 351 PG 394
PATTISALL WILLIAMS
and WILLIE MAE
WILLIE ANN PATTISALL
DB 351 PG 417
DB 860 PG 408
PATTISHALL ALSTON
and wife, MARY
FRANK H ALSTON
DB 367 PG 256
PATTISALL
WILLIE MAE
PB 97 PG 46
DB 92E PG 313
LUCILE RODGERS GRAF
THOMAS RODGERS, and MARTHA
RODGERS JONES, FREEMAN
GATHIER RODGERS, JR, LUCINDA
PB 2 PG 88
DB 447 PG 253
ALICE F. LLOYD
DB 1599 PG 275
LLOYD
ALICE FARRAR
DB 714 PG 224
MARY ALICE FARRAR
and wife,
FRANK J. FARRAR
DB 1599 PG 277
LOURAY G. McLEAN
and wife,
WILLIAM GENE McLEAN
DB 701 PG 998
RONEL CHERRY
BETTY CHERRY and
DB 595 PG 472
CLARA B DARK HEIRS
PB 16 PG 46
PB 93 169
DB KG PG 0338
BILLY JOE ALSTON
DB 316 PG 430
BRUCE T. STEWART, SR. TRUST
TRUSTEES OF THE
WILLARD STEWART,
BRUCE T. STEWART, III AND
PB 11 PG 35
DB 1291 PG 193
BALDWIN
WAYBELLE QUINCE
DB UNKNOWN
CHEEKS UNITED, LLC
PB 2 PG 88
DB 786 PG 372
BESSIE MAE SCURLOCK HEIRS
PB 2 PG 88
DB LA PG 599
DB 13E PG 0161
HADLEY
MASIE GRAY
and wife,
CLYDE HADLEY
PB 2 PG 88
DB 251 PG 503
MASIE GRAY HADLEY
CLYDE HADLEY and wife,
PB 2 PG 88
DB 251 PG 503
HUNT D VINCENT
PB 2 PG 88
DB 314 PG 30
DB 14E PG 485
HEIRS
ALICE PATTISALL
PB 2 PG 88
DB JV PG 70
ROBIN G LEE
PB 2002 PG 252
DB 1089 PG 1046
US 15/US 501 HILLSBORO ST VAR BST
-L-
12'
16'
12'.02.01.00.01.02.03INC.30'.02.02.0312'
12'
16'
-L-
-L-
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
PROP. 2'-6" C&G
24'20'
22'
22
'
SE = 0.03
LR = 90'
20'
20'
20'
20'
20'
30
'20
'20
'
-L- POC Sta. 43+71.89
SAG
-L- POT Sta. 37+87.94CREST
PI Sta 45+28.82
D
L = 1,188.36'
T = 612.30'
R = 2,000.00'
PROP. 10' MULTI-USE PATH
-BL-7
-BL-8
-BL-9
-DW5- POT Sta. 10+00.00
-L- POT Sta. 37+79.44 =
-DW5- POT Sta. 11+12.14
PI Sta 10+46.79
D
L = 14.80'
T = 7.41'
R = 125.00'
-DW8-
-DW8- PC Sta. 10+39.38
-DW8- POT Sta. 10+00.00
-DW8- POT Sta. 10+80.23
-L- POT Sta. 41+60.05 =
-DW8- PT Sta. 10+54.18
PI Sta 10+55.32
D
L = 27.71'
T = 13.85'
R = 1,690.00'
-DW11-
-DW11- POT Sta. 11+02.42
-L- POT Sta. 44+15.49 =
-DW11- POT Sta. 10+00.00
-DW11- PC Sta. 10+41.46
-DW11- PT Sta. 10+69.17
-DW12- POT Sta. 10+67.36
-L- POT Sta. 44+03.27 =
-DW12- POT Sta. 10+00.00
CR CR
CR
CR
F
F
C
F
C
F
C
C
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
C
F
F
F
C
F
F
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH07.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 48+00MATCHLINE SEE SHEET 6-L- STA 60+00MATCHLINE SEE SHEET 8SEE SHEET 12 FOR -L- PROFILE
DESIGN SPEED -L- STA. 49+00 +/-
END 40 MPH DESIGN SPEED BEGIN 50 MPH
-DW15- PROFILES
SEE SHEET 17 FOR -DW13- THRU
SIDEWALK AND MULTI-USE PATH
BST
BST
CONC
US 15/US 501 HILLSBORO ST VAR BST
CANCAN
1SBKD
1SBKD
G1SBKD
1SBKD
15" RCP CONCCONCGRCONC
CONCCONCBASIL WOMACK DR GRGR
GR
W/LT
W/LT
18" CMP 15" RCP
W/LT
W/LT
W/LT
W/LT
CONC65
66
67
68
69
71
72
73
74
75
76
77CO
12" RCP
RIPRAP
RIPRAP
CO
12" RCP
POST
WD
7
2
" WD POST15" RCP
18" RCP
S
70
45
78
PIPE SIZE
UNK
REDUCER
T
T
T
16"
16"
REDUCER
REDUCER8"HP
16"
8"HP
8"HP
N 50°44'02" W473.57'N 68°04'07" W144.13'
N 89°29'45" E
S 76°46'12" W99.37'N 53°35'02" W406.00'S 76°46'12" W345.86'
N 02°31'57" W
98.65'
N 37°05'03" E
80.40'N 43°22'57" W63.00'N 01°51'57" W
113.50'
N 09°40'57" W98.80'
S 38°43'03" W
131.60'
S 37°13'03" W
118.54'
N 01°51'57" W
7.00'
N 01°42'57" W
97.20'
N 16°14'03" E
148.40'
S 38°05'12" W
101.98'S 51°29'03" E200.47'S 51°28'57" E242.13'N 36°42'03" E
45.30'
S
45°51
'39" W
70
.64
'S
5
0
°4
9'5
9
" W
9
3
.2
7'S 39°20'45" E165.80'S 47°44'01" E52.66'S 37°20'52" E50
.
0
0'PB 94 PG 7PROPOSED 50' PRIVATE EASEMENTS 55°58'54" W
140.47'TO EIP0.28' R/W TO R/W0.68' EIP HDPE
12"
CMP
24"
8"PVC
18" RCP
8" PVC 8" PVC
18" RCP15" HDPE
18" HDPE
18" HDPE
20" TC
8' CONC HWW/FES30" RCP EIP EIP
RCP
24"
EIP
EIP
EIPEIPWOODS EIPW/FES18" RCP WOODS
WOODS
EXISTING R/W
EXISTING R/W100.00'
CONC HW4.5'
HW
4.5' CONC
APPR
O
XI
MATE PITTSB
OR
O CIT
Y LI
MITS
CITY LIMITS
PITTSBORO
APPROXIMATE
CITY LIMITSPITTSBORO
APPROXIMATE S 54°10'17" E222.45'N 51°28'57" W242.04'S 38°05'12" W
99.92'
S 25°02'58" W
134.98'S 52°02'29" E244.48'N 52°02'29" W239.78'N 04°05'03" E
81.49'
S 01°12'55" E
228.31'S
7
6
°
0
7'
5
4
" E1
9
8.
8
9'TO EIP0.51' R/W EIP
EIP
EIP
EIPTO EIP0.29' R/W TO EI
P0.06'
R/W
EIP 1.
0
0' R/W TO EI
P
N 86°24'19" W323.74'
S 00°50'44" E
40.21'S 55°42'00" W
138.91'S 55°42'00" W
64.52'S 62°03'37" E98.19'
and MARTHA LUCILE RODGERS GRAF
FREEMAN THOMAS RODGERS,
LUCINDA RODGERS JONES,
GATHIER RODGERS, JR.,
DB UNKNOWN
and MARTHA LUCILE RODGERS GRAF
FREEMAN THOMAS RODGERS,
LUCINDA RODGERS JONES,
GATHIER RODGERS, JR.,
PB 7 PG 7
DB 447 PG 254
CLARA B DARK HEIRS
PB 16 PG 46
PB 93 169
DB KG PG 0338
PHILLIP TYRONE CLARK
DB 369 PG 567
PB 7 PG 7
DB 401 PG 844
BETTIE L. LEACH
PB 7 PG 7
DB 548 PG 793
JANET D. LEACH
JULIA MAY MARSH
OLIVER MARSH and wife,
PB 7 PG 7
DB 611 PG 692
DB 301 PG 125
JUSTIN SPENCER KECK
MELISSA JOY STAUB and
PB 94 PG 7
DB 1794 PG 1185
MARTHA LUCILE RODGERS GRAF
FREEMAN THOMAS RODGERS
LUCINDA RODGERS JONES
GATHIER RODFERS, JR.
PB 14 PG 23
PB 2006 PG 193
DB 1265 PG 229
FREEMAN T. RODGERS
DB 384 PG 298
JR, ET AL
GAITHER RODGERS
DB 447 PG 256
EUNICE ALLEN
DB 1641 PG 1143
PATRICIA A ALSTON
DB 557 PG 740
EMGEE LLC
PB 2007 PG 401
DB 1757 PG 1095
MARGARET ANN MARSH
MYLES K. MARSH and wife,
PB 94 PG 7
DB 1001 PG 601
ELEV = 478.06'
E=1948914'
N=723101'
BENCH TIE SET IN 18"OAK
-BL-STA 44+88.00 135' RT
BM#3
-L-.03.02.0212'
16'
12'
INC.
30'.0312'
16'
12'-L--L-
PROP. 2'-6" C&G
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
30'
SE = 0.03
LR = 90'
20'
20'20'20'
20'
PI Sta 45+28.82
L = 1,188.36'
T = 612.30'
R = 2,000.00'
D
PROP. 10' MULTI-USE PATH
-BL-10
-BL-11
+04.87-DW13- POT Sta. 10+00.00
-L- POT Sta. 50+43.65 =
-DW13- PC Sta. 10+53.05
-DW13- PT Sta. 10+75.15
-DW13- POT Sta. 11+12.99
-DW13-
PI Sta 10+64.39
D
L = 22.09'
T = 11.34'
R = 40.00'
PI Sta 10+61.41
D
L = 18.30'
T = 9.16'
R = 150.00'
-DW14-
-DW14- POT Sta. 11+14.34
-L- POT Sta. 53+37.56 =
-DW14- POT Sta. 10+00.00
-DW14- PC Sta. 10+52.25
-DW14- PT Sta. 10+70.55
-DW15- POT Sta. 10+00.00
-L- POT Sta. 58+96.92 =
-DW15-
CR CR
-DW15- PC Sta. 10+42.60
-DW15- PT Sta. 10+69.80
PI Sta 10+57.72
D
L = 27.20'
T = 15.12'
R = 25.00'
-DW15- POT Sta. 11+25.00
20'
F
C
F
C
C
F
C
F
F
C
F F
C
F
C
F
F
F
F
F F
C
F
C
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH08.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 72+50MATCHLINE SEE SHEET 9-L- STA 60+00MATCHLINE SEE SHEET 7SEE SHEETS 12 AND 13 FOR -L- PROFILE
SEE SHEET 17 FOR -DW16- THRU -DW18- PROFILES
SEE SHEET 18 FOR -DW19- THRU -DW21- PROFILES
SIDEWALK AND MULTI-USE PATHCONCCONCUS 15/US 501 HILLSBORO ST VAR BST
S
1SFD
1SBKD
1SBKD
1SBKD
(ABAND)
1SFD
1SBKD
1SFD GRDK
GRS
OI
L1SBKD
GR12" RCP
W/LT
W/LT
W/LT12" RCP
1
5
" RCP
W/LT
W/LT
W/LT
W/LT
15" RCP
15" RCP
15" RCP GRRIPRAPRIPRAPGRGRGRGRCONCGR
CONC
18" RCP
7
9
8
0
8
2
8
3
8
4
8
6
8
8
8
9
9
0
9
1
9
272" WD POSTCO
RIPRAP
RIPRAP
POLE
MTL
15" HDPE
CO
CO
S
CO
12" RCP
POLE
WD
8
1
8
5
8
7
RCP
24"
REDUCER REDUCERREDUCER
GTS
REDUCER
16"
16"INNERDUCT16"
8"HP
8"HP 8"HP
N 34°36'20" E
128.41'S 37°20'52" E386.62'0.
8
9' R/W TO EI
P
8.0
5'
R/W
T
O
EIP
N 82°49'04" E
1307.41'S
8
9°4
4'4
7"
E
12
1.9
3'
S 31°12'01" W
121.93'N
8
1°
1
9'
2
7
" W2
2
3.
7
2'N
8
1°
1
9'
2
7
" W2
2
4.
7
2'N
8
3
°
5
1'
1
0
" W2
0
0.
3
8'N
8
1°
2
4'
5
5
" W1
9
7.
1
8'
S 31°16'36" W
218.70'
S 31°16'36" W
218.70'
N 31°12'01" E
111.04'N
8
3
°
5
1'
1
0
" W2
2
8.
1
1'
N 36°34'31" E
126.29'
N 03°09'11" W
45.57'N 54°56'02" W264.05'N 65°24'10" W42.02'N 87°41'40" W
7.17'S 54°47'30" E100.00'S 59°31'42" E226.54'PB 94 PG 7PROPOSED 50' PRIVATE EASEMENTP
B A
P
G
4
6
5
3
0'
P
RI
VAT
E
E
AS
E
ME
NT
30.00'PB A PG 11930' ACCESS EASEMENTN 59°08'11" W332.97'N
46°36'49"
E
104.24'N 59°08'11" W329.47'N 46°36
'49" E
20.00
'S 36°53'15" W
86.13'N 56°16'17" E254.38'N 60°00'47" W317.50'S
8
7°4
1'4
7"
E
4
9
0.9
0'N 57°11'11" E256.42'N
8
7°4
1'4
7" W3
9.9
5'
30.00'TO EI
P
0.
1
9' R/W 18" RCP18" RCP42"
C
M
P8" PVC
8" PVC
18" RCP
4' CONC HW
4' CONC HWW/FES24" RCP EIP
RCP
18"
RCP
24"
EIP
EIPEIPEIP
EIPTO EI
P
0.
3
7' R/W
EIP
EIP
EIP
WOODS
EXISTING R/W
EXISTING R/W
100.00'WOODS
EXISTING R/W
EXISTING R/W100.00'WOODS
RCP18" HW
4' CONC POSTS48"
W
D CI
TY LI
MI
TSAPPROXI
MATE PI
TTSBORO S 69°36'17" E247.63'N 56°16'17" E79.14'S 55°51'45" W179.93'
EIP
TO EIP
0.78' R/W S 56°41'32" E88.78'S 56°41'32" E278.91'S 56°41'32" E68.90'EIP
N 66°14'19" W124.00'S 63°06'31" E141.85'
EIP
N
8
7°5
5'19" W7
8
4.3
5'
S
8
8°0
6'19"
E
3
3
9.8
0'N
8
8°2
3'2
9" W3
4
0.0
4'
S 31°25'44" W
103.55'
S
8
8°0
6'19"
E
3
8
2.0
2'N
8
8°2
3'2
9" W3
17.5
7'
EIP EIP
EIP
PATRICIA
A ALSTON
ELLA HORTON
HORTON and wife,
WILLIAM HOWARD
DB 321 PG 27
ELLA HORTON
HORTON and wife,
WILLIAM HOWARD
PB 1 PG 18
DB 261 PG 13
PARTNERSHIP
NEWHOUSE
ADVANCE/
ENTERTAINMENT
TIME WARNER
PB 88 PG 187
DB 1646 PG 826
HADO PROPERTIES, LLC
PB A PG 119
DB 1507 PG 987
and wife, ELLA HORTON
WILLIAM HOWARD HORTON
DB 359 PG 707
MARGARET ANN MARSH
MYLES K. MARSH and wife,
PB 94 PG 7
DB 1001 PG 601
PATRICIA A ALSTON
DB 557 PG 740
RALPH W TAYLOR
DB 270 PG 558
DB 274 PG 50
DB 384 PG 313
DB 480 PG 844
RALPH W TAYLOR
PB 1 PG 18
DB 472 PG 791
LUCILE RODGERS GRAF
RODGERS, MARTHA
JONES, FREEMAN THOMAS
LUCINDA RODGERS
GATHIER RODFERS, JR.,
PB 1 PG 18
DB 452 PG 898
MARTHA LUCILE RODGERS GRAF
FREEMAN THOMAS RODGERS
LUCINDA RODGERS JONES
GATHIER RODFERS, JR.
PB 1 PG 18
DB 452 PG 900
EDWARD SAM ALSTON
PB A PG 465
DB 498 PG 737
MARSH
ALFREDA ALSTON
PB A PG 465
DB 996 PG 770
EVA HACKNEY, JR. AND IRENE HACKNEY
PB 1 PG 18
DB 314 PG 359
SARAH WOMBLE
PB 1 PG 18
DB 391 PG 226
and IRENE HACKNEY
EVA HACKNEY, JR.
PB 1 PG 18
DB KU PG 201
WADE BARBER, JR.
PB 33 PG 29
DB 586 PG 214
REAVES
BARBARA ANN
REAVES AND
HERBERT LEE
DB 377 PG 175
FOUSHEE
WILLIE LEE
DB 361 PG 291
M. DAVIS
CHRISTOPHER
DB 1569 PG 1195
BARBARA ANN REAVES
DB 462 PG 436
AND JOHN J. KROMBACH
THOMAS C. KROMBACH
PB 33 PG 29
DB 456 PG 581
MARTHA LUCILE RODGERS GRAF
FREEMAN THOMAS RODGERS
LUCINDA RODGERS JONES
GATHIER RODFERS, JR.
PB 14 PG 23
PB 2006 PG 193
DB 1265 PG 229
-L-.02.01.00.01.02.03INC.
30
'
INC.
30'.03.02.01.00.01.02.02.01.00.01.02.03.04INC.
30'+94.00+15.9412
'12
'16
'12'
16'
12'
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
PROP. 2'-6" C&G
-L-
24'
SE = 0.03 SE = 0.04
LR = 90 LR = 120
20
'
20'
20'
20'
20'
20'
30'
20'
PI Sta 63+39.68
D
L = 369.11'
T = 184.79'
R = 2,995.00'
PI Sta 73+25.68
D
L = 338.05'
T = 169.74'
R = 1,500.00'
PROP. 10' MULTI-USE PATH
-BL-12
-BL-13
+84.90-DW16- POT Sta. 10+51.36
-L- POT Sta. 62+03.66 =
-DW16- POT Sta. 10+00.00
-DW17- POT Sta. 10+55.75
-L- POT Sta. 63+16.67 =
-DW17- POT Sta. 10+00.00
-DW18- POT Sta. 10+00.00
-L- POT Sta. 63+84.95 =
-DW18- POT Sta. 10+91.51
-DW19- POT Sta. 10+69.00
-L- POT Sta. 64+78.92 =
-DW19- POT Sta. 10+00.00
PI Sta 10+15.41
D
L = 4.24'
T = 2.12'
R = 50.00'
PI Sta 10+51.92
D
L = 19.54'
T = 9.90'
R = 50.00'
-DW20-
-DW20- POT Sta. 11+07.21
-L- POT Sta. 65+53.27 =
-DW20- PT Sta. 10+61.57
-DW20- PC Sta. 10+42.03
-DW20- PT Sta. 10+17.53
-DW20- PC Sta. 10+13.29
-DW20- POT Sta. 10+00.00
-DW21- POT Sta. 10+00.00
-L- POT Sta. 65+57.62 =
-DW21- POT Sta. 10+90.00
10
F
C
C F
F
F
F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C C
F
C
F
F
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH09.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 72+50MATCHLINE SEE SHEET 8-L- STA 83+00MATCHLINE SEE SHEET 10SEE SHEET 14 FOR -Y5- PROFILE
SEE SHEET 13 FOR -L- PROFILE
SEE SHEET 14 FOR -Y4- PROFILE
-DW23- PROFILE
SEE SHEET 18 FOR -DW22- AND
PAVED SHOULDER
SIDEWALK AND MULTI-USE PATH
BST
COOPERS RIDGE ROAD VAR BSTUS 15/US 501 HILLSBORO ST VAR BST OLD ROCK SPRI
NGS CEMETERY ROAD VAR BSTCURB6" CONC GRCAN
CANBUS
HTR 1SFD
HTR
S
BST
BST
GR
GRGR
GRGR2SBKD SW/LT
LT
W/LT
W/LTW/LTLOCAPPROX15" RCPW/LT
12
" RCP
W
/LT
2
-
12" HDPEHW
CONC
SGRGRGR
GR93949596 979899101102103104LT
CO
RIPRAP
CO
12" HDPE
6" HDPETV ANTENNAS
CONC
S 59CONC12" HDPE 15" RCP
RIPRAPCONCGAS TANKS60" MTL CHAINBK WALL10052113114W/LT105HDPE
18"
GTS
END
CREDUCER
METER
ELECTRIC
8"
16"6"
6
"
16"16"
T
BOX
BATTERY
PED
AMP ENDEND8"HP
8"HP 8"HP
8"HPENDS
8
5
°
5
8'
3
4
" W7
7
6.
0
4'N
8
6
°
0
3'
5
7
" E4
2
1.
3
8'
N
32°54'15" E
107.69'
N 28°54'57" E
12.13'
N
26°17
'50" E
76
.13
'S 89°29'17" W163.77'S 89°29'17" W290.71'
S 18°29'17" W
150.10'N 89°29'17" E290.78'S
8
6
°
2
9'
5
6
" WS 20°01'19" W
186.63'N 87°10'41" W305.77'S 87°55'01" E1012.83'
0.
3
9' R/W TO EI
P0.71' R/W TO EI
P0.78' R/W TO EI
PPB A PG
3
4
8
3
0' PRI
VATE ACCESS EASEMENT60.00'PB
2
5 PG
3
7
6
0' ROAD EAS
EMENT 18" RCP18" RCP
8
" HDPE8" HDPE
8" HDPE
24" RCPDI
DI
4
' CONC HW
EIP EIP EIP
EIP
EIP
E
IP 100.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS 130.00'EXISTING R/W
EXISTING R/W
WOODS
RCP15" RCP18" 1
8
" RCP18" RCP
S 84°17'35" E275.67'N 71°48'11" W174.58'TO MAG0.78' R/W EIP
EIPW/FES18" RCPNAIL
MAG
and IRENE HACKNEY
EVA HACKNEY, JR.
PB 1 PG 18
DB KU PG 201
AND JOHN J. KROMBACH
THOMAS C. KROMBACH
PB 33 PG 29
DB 456 PG 581
KAREN S. CAMPBELL
PB 33 PG 29
DB 773 PG 33 GM LEMONS, LLC
PB 33 PG 29
PB 25 PG 35
DB 1387 PG 551
COOPER FAMILY LLC
PB A PG 348
PB 1 PG 18
DB 977 PG 468
LINDA GUNTER COOPER
DB 1517 PG 45
W
W
TOP=520.97'
TOP=519.62'TOP=520.33'
TOP=521.47'TOP=520.60'
15" RCP15" RCP15" HDPE1
5
" HDP
E15" HDP
E15" HDPE1 S BK BUS
COLUMNBRICKCANOPY
CONC PARKING
DI
S
BK
2' CONC C&GCONC WALK123LT
CB
CB
CB
1
5
" HDP
E15
" HDPE
AUTOZONE DEVELOPMENT, LLC
PB 2016 PG 220
DB 1884 PG 1
N 03°34'47" W
147.01'N
8
6
°
2
5'
1
3
" E2
2
3.
1
0'N
8
6
°
2
5'
1
3
" E1
1
2.
6
3'
S 03°34'47" E
20.65'
POWELL PLACE VILLAGE CENTER, LLC
PB 2007 PG 51
DB 1325 PG 739
PB 2002 PG 236
DB 977 PG 462
INVESTMENTS, LLC
COOPER
POWELL PLACE DEVELOPMENT CO
PB 93 PG 0172
DB 1039 PG 0329
DT8915" HDPES&G DR
24" HDPE
END OF PIPE N/A
DIRECTION ONLY
S&G
-L-
-Y5-
-Y4-
PI Sta 11+18.40
D
L = 186.85'
T = 93.51'
R = 1,850.78'
PI Sta 10+92.27
D
L = 86.30'
T = 43.16'
R = 2,280.00'
12
'16
'12
'.04.03.02.01.00.01.02OLD ROCK
S
PRI
NGS CEMETERY RDCOOPERS RIDGE RD+33.98.04.02.0212'
12'
16'
12'
-L--Y5--Y4-
-Y4- POT Sta. 12+70.00
-L- POT Sta. 81+70.84 =
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
PROP. 2'-6" C&G
.02 .02
.02
+00.00
I
NC.
1
9'
.02
.02
+50.00INC.19'+39.00
.01
30'
SE = 0.04
LR = 120'
LR = 57'
R = 50'
R = 50'
R = 50'
-Y5- POT Sta. 12+50.00
END CONSTRUCTION
-Y4- POT Sta. 11+00.00
BEGIN CONSTRUCTION
20
'20'
20'20'R = 70'
.006.011
.03
.03 INC.19'.025
.012
SE = RC
LR = 38'
SE = 0.03
.01
.02
.01.00
1
0'1
0'1
0'9'9'-Y4- POT Sta. 11+71.10
SAG
.03
.029
.030
+16.57
I
NC.
1
9'
CR
CR
CR
CR
16'100' TAPER23'-Y4- POT Sta. 10+00.00
-Y4- PC Sta. 10+49.11
-Y4- PT Sta. 11+35.42
-Y5- POT Sta. 10+00.00
-L- POT Sta. 81+72.02 =
-Y5- PC Sta. 10+24.89
-Y5- PT Sta. 12+11.75
-Y5- POT Sta. 12+60.00PI Sta 73+25.68
L = 338.05'
T = 169.74'
R = 1,500.00'
D
PROP. 10' MULTI-USE PATH
R = 50'
-BL-14
-BY4-21
-BL-15
-BY4-22
INC.
30'
-DW22- POT Sta. 10+00.00
-Y5- POT Sta. 10+87.45 =
-DW23- POT Sta. 10+45.00
-Y5- POT Sta. 11+20.02 =
-DW23- POT Sta. 10+00.00
Sta. 10+55.00
-DW22- POT
CR CR
23,30023,800
200700
-L--L-
US 15-501 US 15-501
COOPERS RIDGE RD
CEMETERY RD
OLD ROCK SPRINGS
-Y4-
-Y5-2040 ADT
900
25
25
25
25
50
50
16,48016,890
530 120
640
2019 ADT
CCCCCCF
F
F
F
F F
F
F
F
F
F F
F
F
F
F F
F F
FFFF(919) 876-6888 NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10R-5724
13-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_PSH10.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 83+00MATCHLINE SEE SHEET 9SEE SHEET 13 FOR -L- PROFILE
SIDEWALK AND MULTI-USE PATH
CONC
LOWES DRIVE VAR BSTBSTBST
US 15/US 501 HILLSBORO ST VAR BST
US 15/US 501 CHAPEL HILL RD VAR BSTCONC ISLCONC ISLCONC ISL30" C&G30" C&G30" C&G24" C&G24" C&G30" C&GPOWELL PL LANE VAR BST30" C&G
v
vCAN
BUS
1SBK
BUS1SBK
B
US
1S
B
KCONC
BST
BST
CONCC
ONC
BS
T
BST
C
ONC
BST
CONC
CONCBSTBSTCONC
GR CONCSBK WALL60" CONC60" CONC60" CONC
S
24" C&GBK
S
24" C&G24" C&G
POLEFLAG
SIG
SIG
SIG
SIG
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
W/LT
W/LT
15" RCP 12" C&GC
ONC
C
&GLT24" C&GS 60" CONCVE
NT
C
APS
106107109110 111112LSA
RIPRAP LTLT
48" WD POST
LT
12" HDPE
TANK
LT
MTL
C
ANOP
Y
6-ISL'S
V
A
C
U
U
M108GTS
EOI METERELECTRICMETER
ELECTRIC
S8"8"8"8"8"12"12"12"12"8"
8"
16"
16"
8"8"16"
16"8"8"8"8"
6"
6"
6"
6"
INNERDUCT
INNERDUCTFOFO(TS)
(TS)
(TS)
(TS)
(TS)
(TS)6"6"6"BOX
HOT SFMV
8"HP 8"HP
8"HP
8"HPINNERDUCT
S 79°50'35" E229.90'
S 09°48'21" W
247.59'S 77°35'54" E262.05'N 14°04'15" E
247.28'S 71°44'18" E290.82'S 73°44'56" E378.81'N 03°53'40" E
83.69'
N 05°53'32" E
21.69'S
8
8
°
0
3'
4
3
" WS 17°35'12" W
271.63'S
8
6
°
2
9'
5
6
" W8
3
3.
7
8'
38.90'
CH = S 53°18'53" W
L = 39.97'
R = 49.71'
N 76°02'13" W
30.58'
S 13°57'47" W
16.36'
S 13°57'47" W
16.36'
33.65'
CH = N 09°06'27" E
R = 200' L = 29.42'
29.39'
CH = N 08°06'30" E 4.66' R/W TO EIP5.00'
5.00'PB 2005 PG 2345' UTILITY EASEMENTCURB6" CONC L = 33.67'
R= 300'
W
S
18" RCP
18" RCPTOP=518.59'8' HDPE8' HDPE
TOP=525.79'
18" RCP
18" RCP
8" DIP 18" RCP 18" RCP6"CB
CBCBCBCB
CB
CB
DI
DI
DI 18" RCPEIP
EIP
EIP
EIP
WOODS
WOODS
WOODS EXISTING R/WEXISTING R/W100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W130.00'INNERDUCTTOP=518.49'S 18°15'43" W
34.10'15" RCP12" RCPS 82°41'04" E174.78'
N 06°41'27" E
221.06'
EIP
S 84°02'28" E80.97'S 84°02'28" E227.23'1.80'
R/W TO EI
PTO MAG1.30'
R/W
EIP
EXI
STI
NG R/WNAIL
MAG.
COMPANY
DEVELOPMENT
POWELL PLACE
PB 93 PG 172
DB 1039 PG 329
HYDRO TUBE SOUTH, LLC
PB 97 PG 193
DB 723 PG 883
HOLMES-MORGAN LLC
PB 2005 PG 234
DB 1161 PG 608
LOWES HOME CENTER, INC.
PB 2008 PG 107
DB 1394 PG 1207
ESTATE COMPANY
MCDONDALD'S REAL
PB 2007 PG 423
DB 1404 PG 809
EMGEE, LLC
PB 2007 PG 423
DB 1757 PG 1095
COOPER INVESTMENTS, LLC
DB 977 PG 465
COOPER INVESTMENTS, LLC
PB 2002 PG 236
DB 977 PG 462
TOP=520.08'
TOP=520.97'
TOP=521.47'
15" RCP15" RCP
PAVED PARKING
2' CONC C&GCONC ISLAND
PAVED DRIVE
DI
CB
PB 2007 PG 51
DB 1325 PG 739
INVESTMENTS, LLC
COOPER
VILLAGE CENTER, LLC
POWELL PLACE
31,60023,300
11,600
-L--L-
US 15-501 US 15-501
POWELL PLACE LN
LOWES DR
-Y6-
-Y7-2040 ADT
2,000 3,000
4,300
16,500
16,480
1,130 1,950
3,340
19,620
5,650
2019 ADT
3,770
5,600
9,680
10
-Y7- POT Sta. 12+30.00
-Y6- POT Sta. 10+00.00
-L-
12'
12'
16'
12'.0212'
12'
8'
12'
12'
12'
12'
12'
12'
4'
4'
LO
WES DR
US 15-501POWELL PLACE LN200' LANE SHIFT
300' TAPER.02+54.69+54.69+58.00.02.02PROP. 2'-6" C&G
PROP. CONC. SIDEWALK
PROP. 2'-6" C&G
-L--Y6--Y7-30'
30'
R = 35'
CURB AND GUTTER
TIE TO EXISTING
CURB AND GUTTER
TIE TO EXISTING
R = 50'
R = 50'
26'
PROP. CONC. ISLAND.01.014INC.
42'
-L- POC Sta. 88+47.52
END CONSTRUCTION R-5724
CR
CR
PI Sta 89+30.28
D
L = 263.64'
T = 132.08'
R = 1,700.00'
PROP. 10' MULTI-USE PATH
-Y7- POT Sta. 10+00.00
-L- POC Sta. 88+73.98 =
-Y6- POT Sta. 12+70.00
-L- POC Sta. 88+75.93 =
R = 2'
-L- Sta. 88+04
R = 2'
-L- Sta. 84+53
-BL-16
-BY5-24
-BY5-23
BM#5 -BY5-
Sta. 10+55.00
-DW22- POT
PROP. 8"X18" C&G
CR CR
CR
CR
8"X18" C&G
PROP.
SIDEWALK
TIE TO EXISTING
F
F F
F
F
F
F F
F
C
F
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
NAD 83/ 2011
4
5
6 7 8
9
10
VICINITY MAP
CHATHAM COUNTY
D
V
=
=
=
=
=MPH
ADT
ADT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
13-MAR-2019 17:01R:\Roadway\Proj\R-5724_Rdy_tsh.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
PROJECT DESIGN ENGINEER
PROJECT ENGINEER
NCDOT CONTACT

BRUCE PAYNE, P.E.
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 E. MILLBROOK ROAD, SUITE #160
JEFFREY L. TEAGUE, P.E.
IAN BERDEAU, P.E.
STATE HIGHWAY DESIGN ENGINEER
P.E.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
==
2019 16,340
2040 25,000
9%
55%
* TTST =1%
URBAN MINOR
ARTERIAL
DUALS = 2%
50 25 50 100
50 25 50 100
10 5 10 20R-57241.414 MILESTOTAL LENGTH TIP PROJECT R-572425% PRELIMINARY PLANSR-5724
S
15 501
15 501
15
501
64
BYP
64
BYP
64
BUS
64
BUS
WIDENING, GRADING, PAVING, AND DRAINAGE
-L- STA 13+80.00
BEGIN TIP PROJECT R-5724
-L- STA 88+47.52
END TIP PROJECT R-5724
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF PITTSBORO
US 15/501 FROM LAUNIS STREET TO POWELL PLACE
LANE IN THE TOWN OF PITTSBORO
CHAPEL RDALSTON TOWER RDFIRE X-CAMPBELL RDSR 15
1
6
S
R 1516
CSX RAILWAY-L-
PARK DR
-Y2-
LAUNIS ST
-Y1-
SPRINGDALE DR
-Y3-
CEMETERY RD
SPRINGS
OLD ROCK
-Y4-
POWELL PLACE LN
-Y6-
LOWES DR
-Y7-
RIDGE RD
COOPERS
-Y5-
-L-
US 15/501 -L-
US 15/501
50217.1.1 PE
TO US 64 BYP.
BUS.TO US 64
R-5724
PROJECT
END TIP
R-5724
PROJECT
BEGIN TIP
LIMITS
PITTSBORO TOWN
LIMITS
PITTSBORO TOWN
LIMITS
PITTSBORO TOWN
40/50
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD __.
REGIONAL TIER GUIDELINES
2018 STANDARD SPECIFICATIONS
MARCH 15, 2019
JUNE 16, 2020
ROBERSON CREEK
UNNAMED TRIBUTARY OF
-Y2- POC Sta. 10+80.00
BEGIN CONSTRUCTION
-Y3- POT Sta. 14+30.00
END CONSTRUCTION
-Y4- POT Sta. 11+00.00
BEGIN CONSTRUCTION
-Y5- POT Sta. 12+50.00
END CONSTRUCTION
-Y1- POC Sta. 12+20.46
BEGIN CONSTRUCTION
MPH
40
MPH
50
POND
DT89
24" HDPE
END OF PIPE N/ADIRECTION ONLY
(87
(87
NA 2011NAD 83 /
87
87902
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.
1B R-5724
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement12/2/2016Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
2'
16'
2'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12'12'
22'
TYPICAL SECTION 1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-1R-5724
PAVEMENT DESIGN6/2/9913-MAR-2019 17:01R:\Roadway\Proj\R-5724_Rdy_typ.dgn$$$$USERNAME$$$$*14' BERM WITH GUARDRAIL
22'
CL -L- US 15/501
EX.EX.
C3 C3V V
-L- STA. 13+80.00 TO -L- STA. 18+25.00
DETAIL FOR INCIDENTAL MILLING
UU
E2
/// /// /// ///
MIN.
MIN.MIN.
MIN.
C SURVEY L
2.5"2.5"
3"3"
C4
10'VAR 4:1 TO 2:1VAR 4:1 TO 2:1
.02
*
CROWN
POINT
DETAIL SHOWING METHOD OF WEDGING
U EXISTING PAVEMENT
EARTH MATERIALT
R2
C1
V
R1 2'-6" CONCRETE CURB AND GUTTER
VARIABLE DEPTH MILLING
W
PRELIMINARY PAVEMENT SCHEDULE
E1
S1
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
5" MONOLITHIC CONCRETE ISLAND
4" CONCRETE SIDEWALK
(SEE STANDARD WEDGING DETAIL ON THIS SHEET)
VARIABLE DEPTH TYPE B ASPHALT PAVEMENT
C4
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
D3
E2
LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH.
AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN
S1
5'6"4.5'1:1E1
R1
GRADE TO THIS LINE
6"
3"
MILL 37'-6"
THE ENGINEER
AS DIRECTED BY
" LAYER2
1FEATHER OUT FIRST 1
" MILL2
11
" LAYER2
1MILL IN TOP 1
TO KEY IN
MILL NOTCH
C3
C1
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C3
C3
END PROFILE
EXISTING GROUND
EXISTING GROUND EXI
STI
NG GROUNDEXISTING GROUNDMATCHLINE AE11:16"
.02
S1
R1 MATCHLINE A2'
GRADE TO THIS LINEVAR 4:1 TO 2:1VAR 4:1 TO 2:1
EXISTING GROUND
EXISTING GROUND
8'
5'
INSET 1
USE WITH TYPICAL SECTION 1 & 2
-L- STA. 14+89.92 TO -L- STA. 22+14.88
NOTE: SEE PLAN SHEETS FOR TAPERS AND TAPER LENGTHSSAWCUTCENTERLINE.
GUTTER FROM -L- STATION 13+80 TO -L- STATION 18+25 RIGHT OF
-L- STATION 14+90 LEFT OF CENTERLINE. MAINTAIN EXISTING CURB AND
NOTE: MAINTAIN EXISTING CURB AND GUTTERFROM -L- STATION 13+80 TOSAWCUT2'
D2
C2 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
D1 AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
D2
U
E2
D2D3
J1 PROP. APPROX. 6" AGGREGATE BASE COURSE
2'
6"6"
SIDEWALK
SIDEWALK
3"
11"
NOTE: VARIABLE DEPTH MILLING AND FILL WITH 3" OF S9.5B.
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-2R-5724
PAVEMENT DESIGN6/2/9913-MAR-2019 17:01R:\Roadway\Proj\R-5724_Rdy_typ.dgn$$$$USERNAME$$$$1:11:1CL
VAR 4:1 TO 2:1VAR 4:1 TO 2:1
2'2'
5'
10'VAR 4:1 TO 2:1VAR 4:1 TO 2:1
12'12'
46'38'
6"
4.5'
1'
.02 .02
*
TYPICAL SECTION 3
-L- US 15/501
*14' BERM WITH GUARDRAIL
D2
E1
C3C3
D2
E1
R1R1
T C1S1
12'12'8'4'4'4'
2'
EX.EX.EX.
R2
2'
12'
VV
-L- STA. 84+00.00 TO -L- STA. 88+47.52
U U
.021:11:1CL
2'
16'
2'
5'12'12'
22'22'
6"4.5'
.02
TYPICAL SECTION 2
-L- US 15/501
*14' BERM WITH GUARDRAIL
D2 E1
C3C3
D2
E1
R1R1
TS1
-L- STA. 18+25.00 TO -L- STA. 84+00.00
W W
UU
VARIES
11"11"
11"11"
GRADE TO THIS LINEGRADE TO THIS LINE
GRADE TO THIS LINEGRADE TO THIS LINE
GRADE
POINT
CROWN
POINT
AND TAPER LENGTHS
NOTE: SEE PLAN SHEETS FOR TAPERS
6"6"
6"6"VAR 4:1 TO 2:1VAR 4:1 TO 2:1
10'
*
PAVEMENT SCHEDULE
T
U
W
EARTH MATERIAL
EXISTING PAVEMENT
WEDGING
D1
E1
3" S9.5B
R1
S1
R2
V
CURB AND GUTTER
MONOLITHIC ISLAND
MILLING
4" I19.0C
4" B25.0C
C3
D2
E2
VAR. Depth I19.0C
VAR. Depth B25.0C
C2
C1 1.5" S9.5B
20'
10'
9'VAR 4:1 TO 2:1VAR 4:1 TO 2:1
.02
C1
20'
10'1'9'
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUNDMATCHLINE ANOTE: SEE PLAN SHEETS FOR TAPERS AND TAPER LENGTHS MATCHLINE BSAWCUTSAWCUTC3 C3
C4 VAR. Depth S9.5C
2.5" S9.5B
D3
2.5" I19.0C
J1
J1
J1 6" ABC
4" CONC. SIDEWALK
PATH
MULTI-USE
PATH
MULTI-USE
SIDEWALK
SIDEWALK
NOTE: VARIABLE DEPTH MILLING AND FILL WITH 3" OF S9.5B.
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-3R-5724
PAVEMENT DESIGN6/2/9913-MAR-2019 17:01R:\Roadway\Proj\R-5724_Rdy_typ.dgn$$$$USERNAME$$$$CL
12'12'6'6'**
.02.02.02 .02
TYPICAL SECTION 4
-Y3- SPRINGDALE DRIVE
-Y2- PARK DRIVE
WIDEN SHOULDER 3' FOR GUARDRAIL**
**
C2C2
D1 E1E1D1 T
-Y2- STA. 10+80.00 TO -Y2- STA. 14+89.63
-Y3- STA. 10+32.09 TO -Y3- STA. 14+30.00
VARIES
W W
CL
10'10'4'*
.02.02
4:1
VAR SEE X-SECTIONSVAR SEE X-SECTI
ONSVAR SEE X-SECTIONS
VAR SEE X-SECTI
ONS4:1TYPICAL SECTION 5
-Y4- OLD ROCK SPRINGS CEMETERY ROAD
WIDEN SHOULDER 3' FOR GUARDRAIL**
*
T
E1
C2C2
-Y4- STA. 11+00.00 TO -Y4- STA. 12+35.57
U
U
E1
U U
VARIES
6.5"6.5"
GRADE TO THIS LINE
GRADE TO THIS LINEGRADE TO THIS LINE
GRADE
POINT
GRADE
POINT
AND TAPER LENGTHS
NOTE: SEE PLAN SHEETS FOR TAPERS
AND TAPER LENGTHS
NOTE: SEE PLAN SHEETS FOR TAPERS
.08.08
.08.08
8'8'
FDPS
2'
FDPS
2'
4:1
VAR SEE X-SECTIONSVAR SEE X-SECTI
ONSVAR SEE X-SECTIONS
VAR SEE X-SECTI
ONS4:1GRADE TO THIS LINE
8'4'*8'*
W
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
C2C2
C2
9"9"
PAVEMENT SCHEDULE
T
U
W
EARTH MATERIAL
EXISTING PAVEMENT
WEDGING
D1
E1
3" S9.5B
R1
S1
R2
V
CURB AND GUTTER
MONOLITHIC ISLAND
MILLING
4" I19.0C
4" B25.0C
C3
D2
E2
VAR. Depth I19.0C
VAR. Depth B25.0C
C2
C1 1.5" S9.5B
C4 VAR. Depth S9.5C
2.5" S9.5B
D3
2.5" I19.0C
J1 6" ABC
4" CONC. SIDEWALK
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-4R-5724
PAVEMENT DESIGN6/2/9913-MAR-2019 17:02R:\Roadway\Proj\R-5724_Rdy_typ.dgn$$$$USERNAME$$$$INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
W
CL
*
.02.02
4:1
VAR SEE X-SECTIONSVAR SEE X-SECTI
ONSVAR SEE X-SECTI
ONS4:12'2'*
TYPICAL SECTION 6
-Y5- COOPERS RIDGE ROAD
9'9'
WIDEN SHOULDER 5' FOR GUARDRAIL**
**
T
C2 C2
-Y5- STA. 10+20.00 TO -Y5- STA. 11+33.64
E1 E1UU
VARIES
6.5"6.5"
LINE
GRADE TO THIS
LINE
GRADE TO THIS
GRADE
POINT
AND TAPER LENGTHS
NOTE: SEE PLAN SHEETS FOR TAPERS
.08 .08
8'8'
CL
*
.02.02
4:1
VAR SEE X-SECTIONSVAR SEE X-SECTI
ONSVAR SEE X-SECTIONS
VAR SEE X-SECTI
ONS4:12'2'*
TYPICAL SECTION 7
-Y5- COOPERS RIDGE ROAD
9'9'
WIDEN SHOULDER 5' FOR GUARDRAIL**
**
T
C2 C2
-Y5- STA. 11+33.64 TO -Y5- STA. 12+50.00
E1 E1
VARIES
6.5"
LINE
GRADE TO THIS
LINE
GRADE TO THIS
GRADE
POINT
AND TAPER LENGTHS
NOTE: SEE PLAN SHEETS FOR TAPERS
.08 .08
8'8'
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
C2
PAVEMENT SCHEDULE
T
U
W
EARTH MATERIAL
EXISTING PAVEMENT
WEDGING
D1
E1
3" S9.5B
R1
S1
R2
V
CURB AND GUTTER
MONOLITHIC ISLAND
MILLING
4" I19.0C
4" B25.0C
C3
D2
E2
VAR. Depth I19.0C
VAR. Depth B25.0C
C2
C1 1.5" S9.5B
C4 VAR. Depth S9.5C
2.5" S9.5B
D3
2.5" I19.0C
J1 6" ABC
4" CONC. SIDEWALK
POINT
GRADE
.041:11:1.04
2'2'
J1
C3
TYPICAL SECTION 8
4:14:14:1
4:1VAR SEE X-SECTIONS
CL
T9"
10'-30'
DRIVEWAY
EXISTING GROUND
EXISTING GROUNDEXISTING GROUND
EXISTING GROUND
THIS LINE
GRADE TO
T
.02.02
-DW22- STA. 10+09.00 TO -DW22- STA. 10+30.00
-DW21- STA. 10+20.00 TO -DW21- STA. 10+85.00
-DW20- STA. 10+40.00 TO -DW20- STA. 10+87.19
-DW19- STA. 10+15.00 TO -DW19- STA. 10+49.00
-DW18- STA. 10+20.00 TO -DW18- STA. 10+75.00
-DW17- STA. 10+02.00 TO -DW17- STA. 10+35.75
-DW16- STA. 10+00.00 TO -DW16- STA. 10+31.36
-DW15- STA. 10+20.00 TO -DW15- STA. 10+80.00
-DW14- STA. 10+45.00 TO -DW14- STA. 10+94.34
-DW13- STA. 10+20.00 TO -DW13- STA. 10+80.00
-DW12- STA. 10+10.00 TO -DW12- STA. 10+47.36
-DW11- STA. 10+35.00 TO -DW11- STA. 10+82.40
-DW8- STA. 10+15.00 TO -DW8- STA. 10+60.23
-DW5- STA. 10+20.01 TO -DW5- STA. 10+70.00
-DW4- STA. 10+70.00 TO -DW4- STA. 11+00.14
-DW3- STA. 10+20.00 TO -DW3- STA. 10+62.00
-DW2- STA. 10+70.00 TO -DW2- STA. 11+00.20
-DW1- STA. 10+30.00 TO -DW1- STA. 10+71.88
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
Project Tracking No.
16-06-0057

NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION
Project No: R-5724 County: Chatham
WBS No: 50217.1 Document: State Minimum Criteria Checklist
Federal Aid No: Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP 14
Project Description: Widen US 15-501 from Launis Street in Pittsboro to Powell Place Lane in
Chatham County. The Area of Potential Effects (A.P.E.) is approximately 2.3 kilometers (1.4
miles) long. No width is provided. The improvements include widening US 15-501 from a 2-
lane road to a 3-lane with bike lanes and sidewalks.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The review included an examination of a topographic map, an aerial photograph, and listings of
previously recorded sites, previous archaeological surveys, and previous environmental reviews
at the Office of State Archaeology (O.S.A.). The A.P.E. is oriented approximately north-south.

The topographic map (Pittsboro, N.C.) shows the A.P.E. crosses several ridges, side slopes, and
drainage valleys. In general, ridges, slopes and drainage valleys have a low to moderate
potential for archaeological sites. US 15-501 does not cross any major streams, but it does run
along the east side of a small, unnamed stream near the middle of the project. There are
structures scattered along both sides of the road. (The US 64 [Pittsboro] Bypass is located at the
north end of the A.P.E. although it is not shown on the topographic map.)

The aerial photograph shows the landuse in the A.P.E. is a mix of wooded and lightly-developed
areas.

A review of information at the O.S.A. shows there are no previously recorded archaeological
sites within the A.P.E. The north end of the A.P.E. has been previously surveyed for
archaeological sites as part of the US 64 (Pittsboro) Bypass project (Hargrove 1990). The survey
area for that project included several corridors. One corridor was located north of the north end
of the A.P.E., and the other crossed the A.P.E. near the north end of the A.P.E. That survey
identified several archaeological sites near the A.P.E. The sites were prehistoric lithic scatters
and late 19th/early 20th century domestic sites. None were recommended eligible for the National
Register of Historic Places (NRHP). There are several projects in the A.P.E. along US 15-501
that have been reviewed by the State Historic Preservation Office (HPO). No surveys were
recommended for any of them.

Hargove, Thomas
1990 An Archaeological Survey of Proposed Changes to US 64, Pittsboro and Vicinity,
“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 6
Project Tracking No.
16-06-0057
Chatham County, North Carolina. (NCDOT TIP R-2219A/B; CH 89-E-4220-0723.) Report
submitted to DeLeuw, Cather and Company, Cary, North Carolina. Archaeological Research
Consultants, Inc., Raleigh, North Carolina.

Brief Explanation of why the available information provides a reliable basis for reasonably
predicting that there are no unidentified historic properties in the APE:
The A.P.E. for the project includes a small area along each side of the existing road. The
landforms within the A.P.E. have a low to moderate potential for archaeological sites.
SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
Caleb Smith 1/9/2017
NCDOT ARCHAEOLOGIST II Date

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.
16-06-0057

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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Project Tracking No.
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“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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31CH653
31CH654
31CH629
31CH628
31CH634
31CH633
31CH623
A.P.E.
Hargrove (1990) survey
“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
GEOTECHNICAL ENGINEERING UNIT
1589 MAIL SERVICE CENTER
RALEIGH, NC 27699-1589
Telephone: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
1020 BIRCH RIDGE DRIVE
RALEIGH, NC 27610

May 1, 2018

MEMORANDUM TO: Bruce Payne, PE
AtkinsGlobal-Project Manager

FROM: Craig Haden
GeoEnvironmental Project Manager
GeoEnvironmental Section
Geotechnical Engineering Unit

TIP NO: R-5724
WBS: 50217.1.1
COUNTY: CHATHAM
DIVISION 8
DESCRIPTION: US 15-501 Widening from 2 lane typical section to include
continuous turn lane, curb, gutter, and sidewalks from Launis
Street to Powell Place Ln.

SUBJECT: GeoEnvironmental Planning Report

The GeoEnvironmental Section of the Geotechnical Engineering Unit performed a Phase I field
investigation on April 2, 2018 for the above referenced project to identify geoenvironmental sites
of concern. The purpose of this report is to document sites of concern within the project study
area that are or may be contaminated. These sites of concern should be included in the
environmental planning document in an effort to assist the project stakeholders in reducing or
avoiding impacts to these sites. Sites of concern may include, but are not limited to, underground
storage tank (UST) sites, dry cleaning facilities, hazardous waste sites, regulated landfills and
unregulated dumpsites.

Findings
Eight (8) sites of concern were identified within the proposed study area. We anticipate low
monetary and scheduling impacts resulting from these sites. See the following table and figure for
details.

Please note that discovery of additional sites not recorded by regulatory agencies and not
reasonably discernible during the project reconnaissance may occur. The GeoEnvironmental
Section should be notified immediately after discovery of such sites so their potential impact(s)
may be assessed.

If there are questions regarding the geoenvironmental issues, please contact me, at 919-707-6871.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 2 of 11

cc:
John Pilipchuk, LG, PE, State Geotechnical Engineer
Stephen R. Morgan, PE, State Hydraulics Engineer
Andrew McDaniel, PE, Stormwater NPDES Permit Program - Engineering Supervisor
Brian Hanks, PE, State Structures Engineer
Dale Burton, PE, PLS, State Locations and Surveys Engineer
Carl Barclay, PE, State Utilities Manager
Allison Kluttz, PE, Division Project Development Engineer
John R.G. Olinger, PE, Division Construction Manager
Luis Pages, Division Right of Way Agent
Chris Chen, Ph.D., PE, Geotechnical Regional Manager
Cheryl A. Youngblood, LG Regional Geological Engineer
Steve Grimes, ROW Unit, Negotiations, State Negotiator
[e-mail]
[e-mail]
File

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 3 of 11

(01) Property Name:
Vacant White Building
439 Hillsboro St
Pittsboro, NC 27312

Facility ID: N/A
Incident Type/Number: N/A
Property Owner:
Thomas & Pamela Smith
530 Sanford Hwy
Pittsboro, NC 27312

UST Owner:
N/A
Anticipated Impacts: Low
This facility is currently vacant and undergoing renovations. It is located in the southwest quadrant of
Hillsboro St (US 15-501) and Launis St. The design of the building suggest it may have been a gas
station at one time. The facility is not listed in the UST Section Registry and there are no known
incidents associated with it.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 4 of 11

(02) Property Name:
Smart Cars 1.Com
471 Hillsboro St
Pittsboro, NC 27312

Facility ID: 00-0-0000007595
Incident Type/Number: 20843
Property Owner:
W D & Patricia Harris
56 E. Salisbury St
Pittsboro, NC 27312

UST Owner:
Service Distributing Co. Inc.
PO Box 310
1024 N. Second St
Albemarle, NC 28001
Anticipated Impacts: Low
This facility is currently a used car dealer. It is the former location of Servco gas station. It is located
on the northwest quadrant of Hillsboro St (US 15-501) and Launis St. According to the UST section
Registry five (5) tanks were removed in 1999. Incident # 20843 is associated with the facility and is
still active. There were several monitoring wells observed during the site investigation.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
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(03) Property Name:
Chatham Mills Inc.
480 Hillsboro St
Pittsboro, NC 27312

Facility ID: NONCD0001485
Incident Type/Number: 17725
Property Owner:
Chatham Mills Development Corp.
480 Hillsboro St
Pittsboro, NC 27312

UST Owner:
N/A
N/A
Anticipated Impacts: Low
This facility is the Historic Chatham Mills facility. It is located on the east side of Hillsboro St (US 15-
501) approximately 180 feet north of Launis St. The facility has been redeveloped and now has
several business on the property. The facility is listed in the inactive hazardous waste database and
incident # 17725 is associated with it. Several monitoring wells were observed on the property during
the site investigation.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 6 of 11

(04) Property Name:
Smart Cars 1.Com Office
521 Hillsboro St
Pittsboro, NC 27312

Facility ID: 00-0-0000001954
Incident Type/Number: 20441
Property Owner:
W D & Patricia Harris
56 E. Salisbury St
Pittsboro, NC 27312

UST Owner:
John Lloyd
506 Hillsboro St
Pittsboro, NC 27312
Anticipated Impacts: Low
This facility is currently a used car dealer. It is associated with site # 2. It is located on the west side of
Hillsboro St (US 15-501) approximately 360 feet north of Launis St. It may be the former location of
Pittsboro Curb Market/Tarhill Auto Broker. The facility ID and incident number are associated with
the Pittsboro Curb Mart/Tarhill Auto Broker. According to the UST Section Registry three (3) tanks
were removed in 1999. Incident # 20441 is associated with the site and was closed out in 1999. One
(1) monitoring well was observed during the site investigation.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
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(05) Property Name:
Rodgers Property
879-881 Hillsboro St
Pittsboro, NC 27312

Facility ID: N/A
Incident Type/Number: N/A
Property Owner:
Gaither Jr. & Etals Rodgers
9700 Cleary Lane
Mitchellville, MD 20721

UST Owner:
N/A
Anticipated Impacts: Low
This site is currently a residential duplex. It is located on the west side of Hillsboro St (US 15-501)
approximately 160 feet north of Pattisall Rd. The site is not listed in the UST Section Registry and
there are no know incidents associated with it. The design of the building suggest it may have been a
gas station at one time.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 8 of 11

(06) Property Name:
Quick Stop (Cooper Brothers General Store)
1700 Hillsboro St
Pittsboro, NC 27312

Facility ID: 00-0-0000028448
Incident Type/Number: 14092
Property Owner:
Cooper Investments LLC
1734 Hillsboro St
Pittsboro, NC 27312

UST Owner:
George L. Cooper
RT 4 Box 46
Pittsboro, NC 27312
Anticipated Impacts: Low
This facility is currently an active gas station/convenience store. It is located in the northeast quadrant
of Coopers Ridge Rd and Hillsboro St (US 15-501). There are three (3) AST's currently in use.
According to the UST Section Registry three (3) USTs were removed in 1995. Incident # 14092 is
associated with this facility. No monitoring wells were observed during the site investigation.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 9 of 11

(07) Property Name:
Former Hydro Tube South Inc.
1755 Hillsboro St
Pittsboro, NC 27312

Facility ID: NONCD0001159
Incident Type/Number: N/A
Property Owner:
HTS Holdings LLC C/O Barbara Reining
35 Lake Dornoch Dr.
Pinehurst, NC 28374

UST Owner:
N/A
N/A
Anticipated Impacts: Low
This site is currently a vacant lot. It is the former location of Hydro Tube South Inc. It is located in the
southwest quadrant of Hillsboro St. (US 15-501) and Powell Place Ln. The site is not listed in the
UST Section Registry and there are no know incidents associated with it. The building has been razed
and only the concrete foundation and asphalt parking remain. The site is listed in the inactive
hazardous waste database.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
Page 10 of 11

(08) Property Name:
Cruizers
32 Powell Place Ln
Pittsboro, NC 27312

Facility ID: 00-0-0000037114
Incident Type/Number: N/A
Property Owner:
Holems-Morgan LLC
100 Europa Dr., Suite 550
Chapel Hill , NC 27517

UST Owner:
Holems Oil Co. Inc.
100 Europa Dr., Suite 550
Chapel Hill, NC 27517
Anticipated Impacts: Low
This facility is currently an active gas station/convenience store. It is located in the northwest quadrant
of Hillsboro St (US 15-501) and Powell Place Ln. According to the UST Section registry there are
four (4) tanks currently in use. There are no known incidents associated with this facility.

GeoEnvironmental Planning Report
T.I.P.#: R-5724
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