20200628 Ver 1_U5760_Final_IP_Package (2020-05-07)_20200511

STATF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
May 7, 2020
Mr. Monte Matthews
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Dave Wanucha
N.C. Division of Water Resources
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
ATTN: Mr. Monte Matthews and Mr. Dave Wanucha
J. ERIC BOYETTE
SECRETARY
SUBJECT: Application for Section 404 Individual Permit and Section 401
Water Quality Certification for the proposed widening and extension of Big
Mill Farm Road and widening of Hopkins Road from I-40 Business/US 421 to
West Mountain Street with a new partial cloverleaf interchange at I-40
Business/US 421, Forsyth County, Division 9. STIP No. U-5760. WBS Element
No. 46381.1.1
Dear Mr. Matthews and Mr. Wanucha:
The North Carolina Department of Transportation (NCDOT) Highway Division 9, proposes to
widen and extend Big Mill Farm Road and widen Hopkins Road from I-40 Business/US 421 to
West Mountain Street with a new partial cloverleaf interchange at 1-40 Business/US 421 in
Forsyth County. In addition to this cover letter, the application package consists of an ENG Form
4345, NCDMS in -lieu fee (ILF) program acceptance letter, Preliminary Jurisdictional
Determination (Action ID # SAW-2016-01337), Stormwater Management Plan, permit impact
drawings, and plan sheets.
PURPOSE AND NEED
The primary purpose of the project is to reduce congestion. Additional purposes for this project
include improving mobility and access to major highways in west Kernersville as well as
accommodating economic development expansion in the area. South Main Street in Kernersville
as traffic approaches I-40 frequently experiences queuing and slowdowns due to congestion.
Hopkins Road also experiences congestion as it serves as a regional connection to the 1-40 and
South Main Street interchange.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 9
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
375 SILAS CREEK PARKWAY
WINSTON-SALEM, NC 27127

SEPA DOCUMENT STATUS
STIP No. U-5760 is a state -funded project with the USACE being the lead federal agency. An
environmental document was not required by the State Environmental Policy Act. Instead, a
Minimum Criteria Determination Checklist (MCDC) for the proposed project was completed in
October 2018.
ALTERNATIVES ANALYSIS
Preliminary Study Alternatives
Transportation Demand Management (TDM)
TDM programs that promote alternative transportation options other than the single occupant
vehicle may include ride sharing, park & ride, vanpooling, and mass transit. Those programs
would meet the primary purpose of the project, to reduce congestion, but would not meet the
additional purposes of the project which include improving mobility and access to major
highways in west Kernersville as well as accommodating economic development expansion in
the area.
Alternative Modes of Transportation
Sidewalks and bicycle facilities currently do not exist along Big Mill Farm Road and Hopkins
Road, as well as major adjacent roadways. The typical sections proposed for this project include
such facilities to improve the multi -modal connectivity along the corridor. These improvements
alone would not meet the purpose of the project, to reduce congestion, improve mobility, and
improve access to major highways.
Typical Section Options
The proposed project corridor was included in multiple local transportation plans and studies
prior to the start of the project. The Winston-Salem MPO Comprehensive Transportation Plan
(2012) and the Big Mill Farm/Hopkins Road Feasibility Study (2008) conducted by the Town of
Kernersville both recommended a four -lane typical section be applied to the corridor. More
recently, the Winston-Salem MPO Long -Range Transportation Plan (2013) and the Town of
Kernersville Thoroughfare and Street Plan (2011) recommended a two-lane typical section be
used for the corridor. All of the previous plans included bicycle and pedestrian accommodations
along the corridor.
Traffic data and public input were gathered to determine the appropriate typical section. At
public and local officials' meetings held on August 8, 2016 in Kernersville, attendees
participated in a series of hands-on activities to provide input on which typical section was most
appropriate for the corridor. Three typical section examples from the NCDOT Complete Streets
Manual were shown as examples: 2-lane with 23-foot median (Figure 1), 2-lane with 17.5-foot
median (Figure 2), and 4-lane with 23-foot median (Figure 3).

It tin Am 't I
23'
L
Area
5"
Side
walk
4-5"
Planing
Area
2" 5"
Bike
lane
5"
Bike
lane
2" 4-5"
Plan(n
Area
5'
Side
walk
6
Planting
Area
11'
Travel Lane
11"
Travel Lane
Median
90•
Right—ot—Way
Figure 1: NCDOT Complete Street Typical Section 2J - Two-lane Divided (23 foot median) with
Curb and Gutter, Bike Lanes, and Sidewalks
6" 2" 5" 1Y 11" 5" 2" 4-5" 5" 6"
1T6°
Planting Sfde Planting Bike Travel Lane Median Travel Lane Bike Plantfn Sid e Planting
Area walk Area lane lane Area walk Area
80'
Right—ot—Way
Figure 2: NCDOT Complete Street Typical Section 2L - Two-lane Divided (17.5 foot median)
with Curb and Gutter, Bike Lanes, and Sidewalks
3

6" 5" 4-5" 2" 14" 12" 23. 12" 14" 2" 4-5" 5" 6"
Planting Side Planting Travel Lane Travel Lane Median Travel Lane Travel Lane Planting Side Planting
Area walk Area Area walk I Area
— 110"
Right —of —Way
Figure 3: NCDOT Complete Street Typical Section 4C - Four -lane Divided (23 foot median)
with Curb and Gutter, Bike Lanes, and Sidewalks
Feedback gathered from the public indicated that most of the respondents preferred a two-lane
typical section be used on Big Mill Farm Road/Hopkins Road, if feasible based on traffic
volumes. A traffic forecast completed in December 2016 estimated between 9,400 and 14,900
vehicles per day along the proposed segment of Hopkins Road/Big Mill Farm Road in the design
year 2040 which did not warrant a four -lane section. From the interchange to West Mountain
Street, the two-lane typical section with a 23' median was selected. The southern portion of the
proposed Big Mill Farm Road extension which crosses I-40 Business was proposed as a four -lane
section to accommodate potential future widening across the interstate and to match the existing
southern terminus of the project (Harmon Creek Road).
Feedback gathered from the public indicated that bicycle and pedestrian facilities were desired
by a majority of the respondents, although they placed a lower priority on these items in
comparison to safety, traffic flow, aesthetics and lighting. Approximately three fourths of the
participants preferred a narrow sidewalk, compared to a wide sidewalk or multiuse trail.
Similarly, nearly 90% of the participants preferred one-way bicycle facilities over a multiuse
trail. Based on this input and in reference with local plans and standard design practices, five-
foot bike lanes and five-foot sidewalks were selected.
Big Mill Farm and I-40 Business Interchange Concepts
Five concepts for the proposed interchange on I-40 Business at Big Mill Farm Road were
considered as listed below:
Concept 1: Partial Clover with Southeast Quadrant Loop
• Concept 2: Partial Clover with Northwest and Southeast Quadrant Loops
• Concept 3: Partial Clover with Northeast and Southeast Quadrant Loops
Concept 4: Diamond Interchange
• Concept 5: Diverging Diamond Interchange
Concepts 1 and 2 were carried forward for detailed study. The remaining three concepts were
eliminated for the following reasons:
0 Concept 3 — Conceptual designs indicated that the partial clover with loops in the
northeast and southeast quadrant would have a larger footprint and more impacts than the
other interchange concepts with the same traffic benefits and was therefore excluded
from further detailed study.
2

Concept 4 — Due to steep topography and large elevation differences in the southwest
quadrant, the diamond interchange was excluded from further detailed study.
Concept 5 — The diverging diamond interchange was originally considered as a concept
to potentially reduce the size of the interchange and impacts. After investigating the
vertical design required for the ramps, it was found that the alignments of the ramps for
the diverging diamond interchange were near to the location of the ramps in the other
four concepts. Since the diverging diamond wasn't needed from a traffic perspective and
did not present a smaller impact area benefit, Concept 5 was excluded from further
detailed study.
Hopkins Road and Big Mill Farm Road Intersection Concepts
Three concepts were considered at the Big Mill Farm Road, Hopkins Road, and Bluff School
Road intersection. The estimated impacts during preliminary design for each concept are outlined
below in Table 1:
• A signalized four -leg intersection
• A roundabout
An unsignalized offset intersection
Table 1: Estimated Impacts during Preliminary Design for Hopkins Road/Big Mill Farm
Road/Bluff School Road Intersection Concepts
Newly
Intersection
Intersection
Disturbed
LOS'
LOS'
Alternative
Area
(2040 AM
(2040 PM
Access
acres
Peak)
Peak
Signalized Four -Leg
0.4
B
B
Full Access
Intersection
Roundabout
0.5
D
C
Full access
Right-in/Right-Out from
Unsignalized Offset
eastbound Bluff School
Intersection
.
05
B
B
Road and westbound
Hopkins Road
'Level of Service
All three options would provide acceptable level of service. The signalized four -leg intersection
provided the best level of service while maintaining the existing access at the intersection and
minimizing the amount of acreage of newly impacted land. This concept was selected as the
preferred option for further detailed study.
Kerners Mill Creek Crossing Concepts
During the field review of natural resources, a tributary stream to Kerners Mill Creek (Stream
SN) was identified parallel to Hopkins Road. A symmetrical widening alignment would result in
impacts along the length of this stream more than 300 linear feet. Therefore, two other concepts
were evaluated in this location. Both concepts proposed maintaining the proposed typical section
and widening Hopkins Road to the west to avoid or minimize parallel stream impacts. Concept 1
proposed 130 linear feet of stream impacts (Kerners Mill Creek and Stream SS) and 0.1 acres of
wetland impacts (Wetland WO). Concept 2 proposed 180 linear feet of stream impacts (Kerners
Mill Creek and Stream SS). Concept 1 was selected to be carried forward for detailed design.
5

"No Build" Alternative
The No Build alternative would not improve Hopkins Road, extend Big Mill Farm Road,
construct an interchange on I-40 Business, and would not meet the project purpose and need. It
was carried forward to serve as a basis for comparing impacts and benefits of the build
alternatives.
Detailed Study Alternatives
Two detailed study alternatives were presented at the second public meeting in August 2017. For
both, a four -lane typical section with a 23-foot median, four -foot bike lanes, and sidewalks on
both sides is proposed from the existing Harmon Creek Road across the proposed I-40 Business
interchange. A two-lane typical section with a 23-foot median, bike lanes, and sidewalks is
proposed from the north of the interchange to West Mountain Street.
The two alternatives had different interchange configurations:
• Alternative A — Partial clover interchange on I-40 Business at Big Mill Farm Road with
ramps in the northeast and northwest quadrant and a loop and ramp in the southeast
quadrant.
• Alternative B — Partial clover interchange on I-40 Business at Big Mill Farm Road with a
loop and ramp in the northwest and southeast quadrants.
Estimated impacts based on the preliminary design for the detailed study alternatives are
summarized in Table 2. In comments received following the August 2017 public meeting, the
public had a slight preference for Alternative B over Alternative A. Alternative B was anticipated
to have fewer impacts than Alternative A with the same traffic and mobility benefits as
Alternative A and was therefore selected as the preferred alternative. The No -Build alternative
does not meet the purpose and need of the project.
Table 2: Estimated Impacts for STIP No. U-5760 Detailed Study Alternatives
Topic
1. Alternative
A
B
No -Build
100-Year Floodplain Crossings
1
1
0
Residential Relocations
5
4
0
Wetland Impacts
0.15 acres
0.15 acres
0 acres
Stream Crossings
7
6
0
Stream Impacts
2,525 if
1,895 if
0 if
Total Cost Estimate (in
millions)
$30,150,000
$29,150,000
$0
Construction Cost
$27,100,000
$26,300,000
$0
Utility Relocation Cost
$650,000
$650,000
$0
Right of Way Cost
1 $2,400,000
1 $2,200,000
1 $0
NOTE 1: There were no impacts from any detailed study alternatives on railroad crossings, schools, recreational areas and parks,
churches, major utility crossings, National Register eligible resources, archaeological sites, federally -listed species, prime and unique
farmland, hazardous material sites, riparian buffers, water supply watershed protected areas, wildlife refuges and game lands, section
4(f) impacts, and environmental justice population disproportionate and adverse impacts.
NOTE 2: Impacts were calculated using a 25-foot buffer of the proposed slopes stakes where available and a 25-foot buffer of the
potential impact area in other locations as determined by the engineer. The potential impact area was a 20 to 50-foot buffer of the
edge of travel.
no

Preferred Alternative
Alternative B was selected as the preferred interchange alternative on I-40 Business at the Big
Mill Farm Road extension. This alternative is a partial cloverleaf interchange with loops and
ramps in the northwest and southeast quadrants. A four -lane typical section with a 23-foot
median, four -foot bike lanes, and sidewalks on both sides is proposed from the existing Harmon
Creek Road across the proposed 1-40 Business interchange. A two-lane typical section with a 23-
foot median, bike lanes, and sidewalks is proposed from the north of the interchange to West
Mountain Street.
RESOURCE STATUS
Wetland delineations within the proposed project study corridor followed the field delineation
method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (USACE, 1987)
and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic
and Gulf Coastal Plain Region (Version 2.0) (USACE, 2010). Stream identification and
classification followed the Methodology for the Identification of Intermittent and Perennial
Streams and Their Origins (NC Division of Water Resources [NCDWR], 2010 and 2005).
Jurisdictional features identified in the project study corridor were verified by USACE
Regulatory Specialist John Thomas and NCDWR Regulatory Specialist Dave Wanucha on June
30, 2016 and a Preliminary Jurisdictional Determination (Pre -JD), with Action ID: SAW-2016-
01337, was issued for the project study corridor on February 4, 2020.
A majority of the water resources in the study corridor are part of the Yadkin River basin [U.S.
Geological Survey (USGS) Hydrologic Unit 03040101], with several of the water resources in
the northern portion of the study corridor existing within the Roanoke River Basin [U.S.
Geological Survey (USGS) Hydrologic Unit 03010103]. Jurisdictional features within the project
study corridor that will be impacted include one unnamed tributary (UT) to Smith Creek
(NCDWR Classification WS-III; NCDWR Index No. 12-94-12-2-1), two UTs to Kerners Mill
Creek (NCDWR Classification WS-III; NCDWR Index No. 12-94-12-2-(0.3)), Kerners Mill
Creek, and three riparian wetlands.
There are no designated anadromous fish waters or Primary Nursery Areas (PNA) present in the
study corridor. There are no designated High Quality Waters (HQW) or water supply watersheds
(WS-I or WS-II) in or within 1.0-mile downstream of the study corridor. There are no impaired
waters in or within 1.0-mile downstream of the study corridor according to the North Carolina
2018 Final 303(d) list of impaired waters.
There are no benthic or fish monitoring data in or within 1.0-mile downstream of the study
corridor.
IMPACTS TO WATERS OF THE UNITED STATES
Surface Waters
Total surface water impacts resulting from the proposed project include 1,372 linear feet of
permanent stream impacts and 266 linear feet of temporary stream impacts. All pipes carrying
jurisdictional features will be buried the required 1 foot or 20% (48 inches or smaller),
except the pipe system at Site 6. Site 6 was a challenging design due to the following factors
that were discussed with NCDWR:
7

The existing stream currently flows at an extreme skew to the proposed roadway,
requiring a pipe system design with inlets and other pipes to convey the stream safely
through the roadway.
A 30-foot storm drain enters the system from the Northwest and the additional associated
water entering the system would result in sediment deposition at the pipe outlet,
potentially causing sedimentation issues downstream.
The proposed pipe layout was required to maintain traffic during construction. The
proposed roadway will be constructed several feet higher than the existing roadway, and
the stream is required to cross the road at a specific location to allow for traffic flow at
all times during construction.
No temporary or permanent open water impacts will result from the proposed project. The
jurisdictional stream impacts are summarized below in Table 3. There will be no impacts to
surface waters from utilities for the proposed project.
Table 3. STIP No. U-5760 Stream Impacts in the Yadkin River Basin
Stream
Impacts
Impacts
Permit
Name/
I/P
Permanent
Temp.
requiring
requiring
Mitigation
Site No.
JD Packet
Flow
Impact Type
Impacts (ft)
Impacts
USACE
NCDWR
Ratio
Status
(ft)
1
mitigation
mitigation
ID
(ft)
(ft)
Culvert
25
-
Extension
1 A
SD
p
56
-
2:1
Channel
31
82
Improvements
Culvert
Extension
522
113
SD
p
542
542
2:1
Channel
Improvements
20
20
2A
SN
P
Fill
233
10
233
233
2:1
Culvert
24
-
2B
SN
P
49
49
2:1
Channel
Improvements
25
10
2C
SN
P
Fill
82
10
82
82
2:1
Culvert
61
-
Kerners Mill
Extension
4A
Creek
P
91
2:1
Channel
Improvements
30
28
413
Kerners Mill
P
Channel
35
19
35
-
2:1
Creek
Improvements
Culvert
122
-
6A
SS
P
192
2:1
Channel
Change
70
22
Culvert
82
6B
SS
P
92
-
2:1
Channel
Improvements
10
65
TOTALS (ft)
1,372
266
1,372
906
-
NOTES: I = Intermittent; P = Perennial; 'Mitigation for bank stabilization not required by USACE.
i

Wetlands
There will be a total of 0.11 acre of permanent wetland impacts resulting from the proposed
project. The permanent wetland impacts will result from road construction and includes impacts
due to fill (0.094 acre), excavation (0.002 acre), and mechanized clearing (0.014 acre). No
temporary wetland impacts will result from the proposed project. Permanent wetland impacts are
summarized in Table 4.
Table 4. STIP No. U-5760 Wetland Impacts in the Yadkin River Basin
Permit
Site No.
JD Package
ID
Permanent
Fill (ac)
Excavation
(ac)
Mechanized
Clearing (ac)
Total Impacts
(ac)
2A
WF
-
0.001
0.001
0.002
3
WF
-
0.001
0.001
0.002
5
WQ
0.001
-
0.012
0.013
6A
WO
0.093
-
-
0.093
TOTALS (ac)
0.094
0.002
0.014
0.11
MITIGATION OPTIONS
The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland
mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The
purpose of this policy is to restore and maintain the chemical, biological, and physical integrity
of the waters of the United States. CEQ has defined mitigation of wetland and surface water
impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts
over time, and compensating for impacts (40 CFR 1508.20).
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning phase and minimization measures were incorporated as part of the project design.
Minimization includes the examination of appropriate and practicable steps to reduce the adverse
impacts.
Avoidance and Minimization
Avoidance and minimization have been employed in the project corridor to the maximum extent
practicable. The following minimization measures were implemented for the proposed project:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will
be enforced;
• Impacts to wetlands, streams, and open waters were avoided and/or minimized by
adjusting the alignment to follow a best -fit and use a two-lane typical section instead of a
four -lane typical section;
• Retaining walls, including one in the southwest quadrant of the proposed interchange,
have been proposed to minimize impacts to streams;
• An interchange alternative with impacts to only two quadrants, as opposed to three or
four quadrants, was selected to minimize impacts to streams SD and SJ;
• Sidewalk moved to the back of curb to reduce the typical section width near Timberwood
Trail to minimize parallel stream impacts to stream SN;
• Shifted horizontal alignment west near Kerners Mill Creek to minimize parallel stream
impacts to stream SN;
I

• A 2:1 slope is proposed along I-40 Business, near stream SD, to minimize the impacts
due to the culvert extension;
• A 2:1 slope is proposed near stream SS and wetland WC to minimize impacts;
• All storm drainage will be diffused and designed for non -erosive velocities before
entering stream and wetland areas to the maximum extent practicable;
• Rip rap stabilization on banks of jurisdictional streams will be implemented to prevent
erosion;
Proposed stream impacts (1,372 linear feet) for the proposed project decreased from the impacts
calculated for the MCDC (1,430 linear feet). This decrease is due to the preliminary nature of the
MCDC and the assumption of 25 linear feet of impact beyond the slope stakes which have been
reduced during final design. In addition, several design enhancements have been incorporated to
minimize impacts, including proposed 2:1 slopes and shifting the southbound right turn lane
further south to minimize impacts near Kerners Mill Creek.
The final proposed wetland impacts (0.11 acre of permanent wetland impacts) have been avoided
and/or minimized by adjusting the alignment to follow a best -fit and proposing 2:1 slopes at
specific locations during the final design. In addition, close coordination with utility companies
and their proposed relocations has reduced or avoided impacts where possible.
Compensatory Mitigation
Compensatory mitigation requirements for the proposed project are summarized below in Table
5. This project will permanently impact 1,372 feet of stream and 0.11 acre of riparian wetland.
The USACE is requiring 2:1 mitigation for 1,372 feet of permanent perennial stream impacts.
The mitigation requirements of 500 feet of permanent warm water stream impacts will be
provided by the NCDMS for the proposed project (Table 5).
This project will also permanently impact 0.11 acre of wetlands for which the USACE will
require a 2:1 mitigation ratio. The mitigation requirement of 0.25* acre of permanent wetland
impacts will be provided by the NCDMS for the proposed project.
Table 5. STIP No. U-5760 Required Compensatory Mitigation Summary
Stream Impacts (ft)
Wetland Impacts (ac)
Impacts Requiring
1,372
0.11
Mitigation
Required DMS
1,372
0.11
Mitigation (2:1)
Total DMS
2,744
0.22
Mitigation
FEDERALLY PROTECTED SPECIES
Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of
1973, as amended. As of June 27, 2018, the U.S. Fish and Wildlife Service (USFWS) lists two
federally protected species for Forsyth County: northern long-eared bat (Myotis septentrionalis),
and small-anthered bittercress (Cardamine micranthera). The N.C. Natural Heritage Program
10

(NCNHP) element occurrence database records (updated January 2020) indicates there are no
known federally listed species occurrences in or within 1-mile of the project study corridor.
Small-anthered bittercress is listed as endangered on the current USFWS list of protected species
in Forsyth County. The plant species is endemic to the Dan River drainage of Roanoke River sub
and occurs in moist, wet woods along small to intermittent sized streams, stream bank edges and
seepages above the actual stream channel, wet rock crevices, and sand and gravel bars of small
streams. Suitable habitat for small-anthered bittercress exists along the small forested streams
found throughout the project corridor. Kimley-Horn biologists conducted pedestrian surveys for
small-anthered bittercress in areas of suitable habitat on May 10, 2016 and no individuals were
observed. In addition, a review of NCNHP records (updated January 2020) indicates no known
occurrences of small-anthered bittercress within 1.0 mile of the study corridor. Due to the lack of
known occurrences and the lack of observed individuals, it has been determined that the
proposed project will have "No Effect" on small-anthered bittercress.
The northern long-eared bat (NLEB) is listed as a threatened species on the current USFWS list
of protected species in Forsyth County. A review of the NCNHP records (updated January 2020)
indicates no known occurrences of NLEB in or within 1.0 mile of the study corridor. Selective tree
clearing will occur during the construction of this project. No known NLEB roosting sites or
hibernacula are documented within the project study corridor. Potentially suitable habitat is
present due to the presence of 3-inch diameter trees in the area, however, there are no known
hibernacula or roosting sites in Forsyth County. In addition, Forsyth County is not identified by
the USFWS Raleigh Ecological Services Field Office as a county where incidental take may be a
special consideration for NLEB. While the proposed project will involve percussive activities,
the project corridor is located outside of a known hibernacula or area of mature roosting trees.
Given these circumstances, USACE's Alternative Local Procedure (ALP) 1 would be used. Due
to the presence of potentially suitable habitat but the lack of known occurrences, hibernacula, or
roosting sites within the project corridor, it has been determined that the proposed project
"May Affect, Not Likely to Adversely Affect" the NLEB.
The bald eagle is protected by the Bald Eagle and Golden Eagle Protection Act (BGPA). Habitat
for the bald eagle primarily consists of mature forest in proximity to large bodies of open water
for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open
water. A desktop-GIS assessment of the project study corridor, as well as the area within a 1.13-
mile radius (1.0 mile plus 660 feet) of the project limits, was performed. Numerous man-made
ponds, large enough and sufficiently open to be considered potential feeding sources, were
identified within or near the project corridor. Some forested natural areas within the study
corridor contain tress of sufficient size for bald eagle nests. Foraging and nesting habitat is
present within the study corridor; therefore, a survey of the project study corridor and the area
within 660 feet of the project limits was conducted on May 10, 2016. No bald eagle nests or
individuals were observed. In addition, a review of the NCNHP records (updated January 2020)
indicates no known occurrences of the bald eagle within 1.0 mile of the project study corridor.
Due to the lack of known occurrences, the lack of observed individuals, and the minimal impact
anticipated for this project, it has been determined that the proposed project will have "No
Effect" on the bald eagle.
CULTURAL RESOURCES
A "No Survey Required Form" was completed by NCDOT on July 13, 2017 for historic
architecture and landscapes due to the lack of National Register listed properties within the Area
of Potential Effects (APE). A "No National Register of Historic Places Eligible or Listed
11

Archaeological Sites Present Form" was completed by NCDOT on January 10, 2017 and
indicated that no National Register listed, or eligible archaeological sites were identified nor did
any of the subsurface investigations reveal the presence of any archaeological resources.
Therefore, no further archaeological investigations are required for the proposed project. The
above referenced letters are attached as part of this permit package.
A "Tribal Coordination Request" was prepared by NCDOT and submitted to the Catawba Indian
Nation on March 4, 2020. No response has been received from the Catawba Indian Nation. The
letter request is attached as part of this permit package.
FEMA COMPLIANCE
The Hopkins Road portion of the project corridor crosses Kerners Mill Creek, a FEMA-regulated
stream. A Conditional Letter of Map Revision (CLOMR) will be required due to the anticipated
culvert extensions or replacement within the regulated floodway. The CLOMR will be submitted
to the North Carolina Floodplain Mapping Program (NCFMP) in compliance with the
Memorandum of Agreement between NCDOT and NCFMP.
INDIRECT AND CUMULATIVE EFFECTS
An Indirect and Cumulative Effect (ICE) screening was completed in December 2016. Indirect
and cumulative effects were considered for the time period between 2012 and 2035, which is the
horizon date of the Winston Salem Metropolitan Planning Organization's Long Range
Transportation Plan.
Indirect Effects
The proposed project is anticipated to result in a minor amount of new development and
redevelopment. Additional access to I-40 Business/US 421 that will be provided by the proposed
interchange at Big Mill Farm Road will make the area north of West Mountain Street more
attractive to industry and will create an opportunity for new development and higher density
redevelopment and infill at the interchange.
For these reasons construction of this project is expected to have some indirect effects on land
use decisions in the Future Land Use Study Area (FLUSA). A Land Use Scenario Assessment is
not likely.
Cumulative Effects
The proposed project, in combination with other projects currently proposed within the FLUSA,
is anticipated to change land from pervious to impervious uses. However, with the environmental
and geographical restrictions on undeveloped land, only minor impacts to the local watershed are
anticipated. This project may have an effect on the pace at which some development occurs.
Direct natural environmental impacts by NCDOT projects will be addressed by avoidance,
minimization, and mitigation measures consistent with programmatic agreements with the natural
resource agencies. All developments will be required to follow local, state, and federal guidelines
and permitting regulations.
12

Conclusion
Cumulatively, this project and other planned transportation improvements are expected to
enhance mobility and improve travel time locally and regionally. Local planners expect that the
proposed project will have only a slight impact on the level or pace of development.
WILD AND SCENIC RIVERS
This project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic
Rivers.
ESSENTIAL FISH HABITAT
The project will not impact any essential fish habitat afforded protection under the
Magnuson -Stevens Act of 1996 (16 U.S.0 1801 et seq.).
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit as
required for the above -described activities for the proposed project. We are also hereby
requesting a Section 401 Water Quality Certification from NCDWR. In compliance with Section
143-215.31) (e) of the NCAC, we will provide you permission to debit the WBS number for
$570.00 to act as payment for processing the Section 401 permit. We are providing two copies of
this application to NCDWR for their review and approval.
Thank you for your time and assistance with this project. Please contact me at [phone] or
[e-mail] if you have any questions or need additional information.
Sincerely,
Amy Euliss
NCDOT Division 9, Environmental Officer
cc: Amy Chapman, NCDWR
Beth Harmon, Division of Mitigation Services
Rhodes Hunt, PE Kimley Horn
Phil Suggs, NCDOT Roadside Environmental Field Operations Divisions 9 and 10
Connie James, PE NCDOT Division 9 Project Manager
Marcus Kiser, PE NCDOT Division 9 Resident Engineer
13

TIP# U-5760
Application for
Department of Army
Permit

U.S. ARMY CORPS OF ENGINEERS
Form Approved -
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R.
Expires: 30-SEPTEMBER-2015
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Amy Middle - Last - Euliss
First - Middle - Last -
Company - NCDOT - Division 9
Company -
E-mail Address - [e-mail]
E-mail Address -
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 375 Silas Creek Parkway
Address -
City - Winston Salem State - NC Zip - 27127 Country -USA
City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
919-747-7800
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Big Mill Farm Road and Hopkins Road from south of I-40 Business/US 421 to West Mountain Street (NCDOT TIP# U-5760)
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Kemers Mill Creek
Address N/A - Linear Transportation Project
15. LOCATION OF PROJECT
Latitude: -N 35.595274 Longitude: -W 78.815630
City - Kernersville State- NC Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID N/A -Linear Transportation Project Municipality Kernersville
Section - Township - Range -
ENG FORM 4345, DEC 2014 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
The proposed project is located at Big Mill Farm Road and Hopkins Road from I-40 Business/US 421 to West Mountain Street in Forsyth
County, NC (See Figure 1: Vicinity Map). The project and its vicinity are primarily composed of dense residential and commercial
development, with scattered forested areas throughout.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to widen Hopkins Road from West Mountain Street to the
intersection with Big Mill Farm Road; this intersection will also be improved. Big Mill Farm Road will be widened, improved, and
extended from Hopkins Road to Harmon Creek Road. A new interchange will be added at I-40 Bus/US 421 and the Big Mill Road
extension (TIP U-5760) in Forsyth County.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The primary purpose of the project is to reduce congestion. Additional purposes for this project include improving mobility and access to
major highways in west Kernersville as well as accommodating economic development expansion in the area. South Main Street in
Kernersville as traffic approaches I-40 frequently experiences queuing and slowdowns due to congestion. Hopkins Road also experiences
congestion as it serves as a regional connection to the I-40 and South Main Street interchange.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from the widening, improvement, and extension of existing roadway, shoulders, and associated hydraulic structures.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Soil/Fill: 10,124 Cubic Yards Rip -Rap: 285 Cubic Yards
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 0.11
or
Linear Feet 1,372
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter
ENG FORM 4345, DEC 2014 Page 2 of 3

24. Is Any Portion of the Work Already Complete? Yes FX—]No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- See attached Permit Impact Drawings and Adjacent Property Owner Table
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, DEC 2014 Page 3 of 3

TIP# U-5760
Figures

Legend
TIP U-2579 Study Area
Project Study Area
Kernersville
Winston-Salem
Forsyth County
Virginia
Tennessee
LL
Ln
U
SURRY
2,000 4,000
Feet
STOKES ROCKINGHAM
North YADKIN
C ra olina FORSYTH
----, Project Location GUILFORD
South
0 40 80 Carolina 0 6 12 DAVIDSON
mmw= Miles Atlantic Ocean mom= Miles `> --------- -
RANDOLPH
o� Tun Figure 1: Vicinity Map
��
N TIP U-5760
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8 south of 1-40 Business/US 421 to West Mountain Street
A Kernersville, Forsyth County

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• rJ
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�tio4µoR7h Figure 2: USGS Topographic Map
TIP U-5760
i Widen Big Mill Farm Road and Hopkins Road from
south of 1-40 Business/US 421 to West Mountain Street
°F Kernersville, Forsyth County

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Project Study Area is _i TIP U-2579 Study Area Feet
Figure 3: Jurisdictional Features Index Map
TIP U-5760
8j Widen Big Mill Farm Road and Hopkins Road from
q south of 1-40 Business/US 421 to West Mountain Street
OvmAk Kernersville, Forsyth County

04
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vpp�%
N
Legend
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Mh
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Figure 3a: Jurisdictional Features Map
TIP U-5760
Widen Big Mill Farm Road and Hopkins Road from
south of 1-40 Business/US 421 to West Mountain Street
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e��►� Figure 3d: Jurisdictional Features Map
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, TIP U-5760
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q south of 1-40 Business/US 421 to West Mountain Street
OF TA Kernersville, Forsyth County

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r
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` Project Study Area � TIP U-2579 Study Area Feet
Figure 3f: Jurisdictional Features Map
TIP U-5760
z Widen Big Mill Farm Road and Hopkins Road from
8
south of 1-40 Business/US 421 to West Mountain Street
9OF-MA Kernersville, Forsyth County

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Ofh� . Figure 3f: Jurisdictional Features Map
TIP U-5760
Widen Big Mill Farm Road and Hopkins Road from
4 south of 1-40 Business/US 421 to West Mountain Street
8
'OF TR"' � Kernersville, Forsyth County

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p gr;V Figure 3h: Jurisdictional Features Map
TIP U-5760
z Widen Big Mill Farm Road and Hopkins Road from
�dFA�q south of 1-40 Business/US 421 to West Mountain Street
8
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Legend
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0 350 700
Feet
Figure 31: Jurisdictional Features Map
TIP U-5760
Widen Big Mill Farm Road and Hopkins Road from
south of 1-40 Business/US 421 to West Mountain Street
Kernersville, Forsyth County

TIP# U-5760
NC DMS Mitigation
Acceptance Letter

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Ms. Amy Euliss
NCDOT Division 9 Environmental Officer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Dear Ms. Euliss:
NORTH CAROLINA
Environmental Quality
April 13, 2020
Subject: Mitigation Acceptance Letter:
Division 9, TIP Number U-5760, Kernersville Southern Loop (Phase I) Forsyth County, WBS No
46381.1.1
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream
and wetland mitigation for the subject project. Based on the information supplied by you in April 2020, the impacts are
located in CU 03040101 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows:
Stream &
Wetlands
River
Basin
Cu
Location
Eco-
Region
Stream
Wetlands
Cold
Cool
Warm
Riparian
Non-
Coastal
Riparian
Marsh
Impacts
Yadkin
03040101
CP
0
0
1,372.0
0.11
0
0
*Some of the stream and wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
details.
DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the In -Lieu Fee
Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance
letter will no longer be valid and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.
Sincerely,
James B. Stanfill
DMS Asset Management Supervisor
Cc: Ms. Nicholle Braspennickx, USACE - Asheville Regulatory Field Office
Mr. Monte Matthews, USACE - Raleigh Regulatory Field Office
Ms. Amy Chapman, NC Division of Water Resources - Raleigh
Mr. Dave Wanucha, NC Division of Water Resources
File: U-5760 - Division 9
NORTH CRROLWAD 1
DWaNnant al BMronnbaWl DM
!�
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

TIP# U-5760
Preliminary
Jurisdictional
Determination

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW No. 2016-01337 County: Forsyth U.S.G.S. Quad: NC- Kernersville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor:
North Carolina Department of Transportation
Jeff Hemphill
Address:
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Telephone Number:
919-707-6126
E-mail:
ihemphillAncdot.gov
Size (acres)
674.25 acres Nearest Town Kernersville
Nearest Waterway
Kerners Mill Creek River Basin Upper Pee Dee
USGS HUC
03040101 Coordinates Latitude: 36.111732
Longitude:-80.106633
Location description: Big
Mill Road and Hopkins Road from south of I-40Business[US-421 to West Mountain Street,
Kernersville. Forsvth Countv. North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation maps, Figures 1-3 a-i dated
8/1/2016. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW No. 2016-01337
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Nicholle Braspennickx at 704-510-0162 or
Nicholle.M.B raspennickx.usace. armv. mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 02/04/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 02/04/2020 Expiration Date of JD: Not applicable

SAW No. 2016-01337
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Kimley Horn
Willie Sullivan
Address: 421 Fayetteville Street, Suite 600
Raleigh, North Carolina 27601
Telephone Number: 919-677-2113
E-mail: William.Sullivan(&kimley-horn.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
lAplicant:
REQUEST FOR APPEAL
North Carolina Department of
File Number: SAW No. 2016-01337
Date: 02/04/2020
sportation, Jeff Hemphill
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/Civi]Works/Repulaton ProgramandPennits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
INT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Nicholle Braspennickx CESAD-PDO
Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15
8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262 Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Nicholle Braspennickx, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 02/04/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: North Carolina Department of Transportation, Jeff
Hemphill, 1598 Mail Service Center, Raleigh, North Carolina 27699-1598
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, NCDOT/U-5760, Big Mill Road
and Hopkins Road, from south of I-40B/US-421 to West Mountain Street, SAW No. 2016-01337
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Big Mill Road and Hopkins Road from
south of I-40Business/US-421
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Forsyth City: Kernersville
Center coordinates of site (lat/long in degree decimal format): Latitude: 36.111732 Longitude:-80.106633
Universal Transverse Mercator:
Name of nearest waterbody: Kerners Mill Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: January 24, 2020
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated
Class of
Site
Latitude
Longitude
Cowardin
amount of
aquatic
number
Class
aquatic resource
resource
in review area
Kerners
36.1268
-80.1151
Riverine
1,075 linear feet
non -section 10
Mill Creek
— non -tidal
Smith Creek
36.1097
-80.1089
Riverine
4,432 linear feet
non -section 10
— non -tidal
SA
36.1092
-80.0888
Riverine
10 linear feet
non -section 10
— non -tidal
SB
36.1080
-80.1034
Riverine
275 linear feet
non -section 10
— non -tidal
SD
36.1136
-80.1056
Riverine
1,775 linear feet
non -section 10
— non -tidal
SG
36.1114
-80.1146
Riverine
164 linear feet
non -section 10
— non -tidal
SH
36.1113
-80.1220
Riverine
566 linear feet
non -section 10
— non -tidal
SI
36.1113
-80.1209
Riverine
426 linear feet
non -section 10
— non -tidal
Si
36.1125
-80.1043
Riverine
1,252 linear feet
non -section 10
— non -tidal
SM
36.1127
-80.1149
Riverine
531 linear feet
non -section 10
— non -tidal

SN
36.1262
-80.1125
Riverine
1,441 linear feet
non -section 10
— non -tidal
SO
36.1368
-80.1153
Riverine
21 linear feet
non -section 10
— non -tidal
SP
36.1342
-80.1223
Riverine
73 linear feet
non -section 10
— non -tidal
SR
36.1341
-80.1151
Riverine
36 linear feet
non -section 10
— non -tidal
SS
36.1286
-80.1151
Riverine
2,420 linear feet
non -section 10
— non -tidal
ST
36.1335
-80.1155
Riverine
91 linear feet
non -section 10
— non -tidal
SU
36.1332
-80.1154
Riverine
131 linear feet
non -section 10
— non -tidal
SV
36.1242
-80.1128
Riverine
1,994 linear feet
non -section 10
— non -tidal
SW
36.1236
-80.1129
Riverine
351 linear feet
non -section 10
— non -tidal
SX
36.1094
-80.0903
Riverine
47 linear feet
non -section 10
— non -tidal
ESE-S38
36.1122
-80.1147
Riverine
135 linear feet
non -section 10
— non -tidal
non -section 10
ESE-S41
36.1122
-80.1147
Riverine
202 linear feet
— non -tidal
non -section 10
PA
36.1141
-80.1051
Lacustrine
0.13 acre
— non -tidal
non -section 10
PI
36.1250
-80.1110
Lacustrine
1.51 acres
— non -tidal
non -section 10
WA
36.1079
-80.1067
Palustrine
0.55 acre
—wetland
non -section 10
WB
36.1110
-80.1138
Palustrine
0.87 acre
—wetland
non -section 10
WD
36.1113
-80.1132
Palustrine
0.17 acre
—wetland
non -section 10
WE
36.1139
-80.1252
Palustrine
0.11 acre
—wetland
non -section 10
WF
36.1254
-80.1118
Palustrine
0.11 acre
—wetland
non -section 10
WG
36.1343
-80.1223
Palustrine
0.03 acre
—wetland
non -section 10
WH
36.1341
-80.1223
Palustrine
0.02 acre
—wetland
non -section 10
WI
36.1271
-80.1125
Palustrine
0.96 acre
—wetland
non -section 10
WJ
36.1263
-80.1124
Palustrine
0.11 acre
—wetland
non -section 10
WL
36.1337
-80.1152
Palustrine
0.003 acre
—wetland
non -section 10
WM
36.1336
-80.1153
Palustrine
0.006 acre
—wetland

WN
36.1337
-80.1157
Palustrine
0.01 acre
non -section 10
—wetland
WO
36.1284
-80.1150
Palustrine
0.11 acre
non -section 10
—wetland
WQ
36.1270
-80.1139
Palustrine
0.04 acre
non -section 10
—wetland
WR
36.1269
-80.1143
Palustrine
0.06 acre
non -section 10
—wetland
WS
36.1271
-80.1156
Palustrine
0.43 acre
non -section 10
—wetland
ESE-W20
36.1118
-80.1214
Palustrine
0.14 acre
non -section 10
—wetland
ESE-W21
36.1120
-80.1214
Palustrine
0.03 acre
non -section 10
—wetland
ESE-W22
36.1115
-80.1131
Palustrine
0.08 acre
non -section 10
—wetland
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Figures 1-3 a-
i, dated August 1, 2016, prepared by Kimley Horn.
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑ Photographs: ❑Aerial (Name & Date):
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
® Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarilv been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Smith Creek flows to Kerners Mill Creek. Kerners Mill Creek flows to Salem Creek. Salem Creek, flows to Muddy
Creek, Muddy Creek flows to the Yadkin River. Corps of Engineers regulations at 33 CFR Part 328.3(a)(5) asserts
Clean Water Act jurisdiction over tributaries to other waters of the U.S. The delineated tributaries to Smith Creek,
Kerners Mill Creek are also potential waters of the U.S.
The delineated wetlands are adjacent to the aforementioned stream channels. Corps of Engineers regulations at 33
CFR Part 328.3(a)(7) asserts CWA jurisdiction over wetlands adjacent to waters of the U.S. stream channels.
Signature and date of Regulatory
staff member completing PJD
02/04/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Legend
TIP U-2579 Study Area
Project Study Area
Kernersville
Winston-Salem
Forsyth County
Virginia
Tennessee
LL
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SURRY
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----, Project Location GUILFORD
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mmw= Miles Atlantic Ocean mom= Miles `> --------- -
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Figure 3f: Jurisdictional Features Map
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z Widen Big Mill Farm Road and Hopkins Road from
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Ofh� . Figure 3f: Jurisdictional Features Map
TIP U-5760
Widen Big Mill Farm Road and Hopkins Road from
4 south of 1-40 Business/US 421 to West Mountain Street
8
'OF TR"' � Kernersville, Forsyth County

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p gr;V Figure 3h: Jurisdictional Features Map
TIP U-5760
z Widen Big Mill Farm Road and Hopkins Road from
�dFA�q south of 1-40 Business/US 421 to West Mountain Street
8
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Legend
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Figure 31: Jurisdictional Features Map
TIP U-5760
Widen Big Mill Farm Road and Hopkins Road from
south of 1-40 Business/US 421 to West Mountain Street
Kernersville, Forsyth County

TIP# U-5760
Cultural Resources
Letters

Project Tracking No. (Internal Use)
16-09-0014
t"ll►t �,; HISTORIC ARCHITECTURE AND LANDSCAPES
F, NO SURVEY REQUIRED FORM
A , This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
U-5760
County:
Forsyth
WBS No.:
46381.1.1
Document
Type:
Fed. Aid No:
Funding:
X State Federal
Federal
X Yes No
Permit
NWP
Permit(s):
Type(s):
Project Description: Widen Hopkins Road (SR2649)/Big Mill Farm Road (including Y-line
improvements) and construct interchange at US 421/I-40 Business, - Kernersville
Southern Loop at US 421/I-40 Business to NC 66 (West Mountain Street) in Kernersville
no off -site detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions: HPOWeb reviewed on 12 July 2017 and
yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). Forsyth County current
GIS mapping, aerial photography, and tax information indicated a mostly developed APE containing
residential, commercial, and institutional resources dating from the 1930s to the 2000s (viewed 12 July
2017). Pre-1970 resources are concentrated at the northern end of the project area (none within the
presumed permit area at Kerners Mill Creek), and all are unexceptional examples (many altered) of their
types. Google Maps "Street View" confirmed the absence of critical historic structures and landscapes in
the APE (viewed 12 July 2017). Completion of review awaited availability of design, funding, and
permitting information. The project is reviewed under both GS 121-12(a) and Section 106.
No architectural survey is required for the project as currently defined.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified sig-nificant historic architectural or landscape resources in the proiect
area: APE reflects study area provided in 2017 (see attached). Comprehensive historic architectural
survey of Forsyth County is extensive and eminently reliable (1979-80, 2006-9), and county GIS/tax
materials and other visuals clearly illustrate the absence of significant architectural resources. No
National Register -listed properties are located within the APE.
Should the design of the project change, please notify
NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT Architectural Historian
Historic Architecture and Landscapes NO SURVIiY REOUIRE'D form for A/inor Transportation Prglects as Qualified in the 2007 Programmatic Agreennenl.

Owl

Project Tracking No.:
16-09-0014
o4 ARCHAEOLOGICAL SURVEY REQUIRED FORM
�} p
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. Q
PROJECT INFORMATION
Project No: U-5760 County: Forsyth
WBS No: 46381.1.1 Document: State EA/FONSI
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ❑ Yes ❑ No Permit Type: Not Specified
Project Description: The NCDOT is proposing to widen Big Mill Farm Road (non -system) and Hopkins
Road (SR 2649) from I-40 Business/US 421 to West Mountain Street (NC 66/SR 2377) and construct a
new interchange at I-40 Business/US 421 in the Town of Kemersville. Currently, Big Mill Farm Road is
a partially unpaved, undivided, 2-lane facility; Hopkins Road (SR 2649) is a paved, undivided, 2-lane
facility. Project length measures about 2.1 miles. Although the existing ROW along all associated roads
(including the interstate system) varies, proposed ROW is anticipated to be 80 to 100 feet wide,
depending on traffic forecasts, number of travel lanes, and multimodal accommodations. The width of
the Study Area centered on the associated roads measures about 300 feet, and increases substantially in
the location of the proposed interchange. Overall, the Study Area will encompass about 223 acres,
inclusive of all existing roadways and development.
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
Brief description of review activities, results of review, and conclusions:
This project was accepted on Monday, September 26, 2016. A map review and site file search was
conducted at the Office of State Archaeology (OSA) on Monday, September 26, 2016. In addition to the
large-scale archaeological survey for the Winston-Salem Beltway (TIP# U-2579), small-scale surveys for
the replacement of Bridge No. 168 on SR 2776 over Smith Creek (TIP# B-3333) and sewer lines along
Kerner's Mill Creek have been conducted nearby; however, none have occurred specifically within the
Study Area, although at least twelve (12) archaeological sites have been recorded within one-half mile of
the Study Area. Digital copies of HPO's maps (Kernersville, Belews Creek, and Winston-Salem East
Quadrangles) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were last reviewed on
Friday, September 30, 2016. There are two (2) known historic architectural resources (FY0337 [Bluff
School] and FY0332 [George Washington Smith House]) located within or adjacent to the Study Area;
however, both resources are now listed as "GONE" and intact archaeological deposits associated with
those resources would not be anticipated within the footprint of the proposed project. In addition,
topographic maps, historic maps (NCMaps website), USDA soil survey maps, and aerial photographs
were utilized and inspected to gauge environmental factors that may have contributed to historic or
prehistoric settlement within the project limits, and to assess the level of modern, slope, agricultural,
hydrological, and other erosive -type disturbances within and surrounding the archaeological APE.
Although State funds will be utilized for this project, Federal involvement from FHWA and USACE may
become necessary because of the interstate system and the potential need for permits. Although
temporary and/or permanent easements will not be necessary, additional ROW along the overall corridor
and the proposed interchange location will be needed. However, the overall dimensions of the Study
`ARCHAEOLOGICAL SURVEYREQUIRED"form for Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
1 of 3

Project Tracking No.:
16-09-0014
Area will capture any areas to be impacted beyond the NCDOT's existing ROW. At this time, we are in
compliance with NC GS 121-12a since there are no eligible (i.e. National Register -listed) archaeological
resources located within the project's Study Area that would require our attention. Based on the
description of the project and the size of the Study Area, activities will take place beyond the NCDOT's
existing ROW. From an environmental perspective, the Study Area can be classified as commercial/
residential, consisting primarily of Big Mill Farm Road, Hopkins Road (SR 2649), and I-40 Business/US
421 (and their intersecting roadways) and the immediately adjacent property. However, intact pockets of
undeveloped land and buffers adjacent to streams/rivers are present along the corridor. Various soil types
are present throughout the Study Area, with most soil conditions (eroded, developed, sloped, poorly
drained) considered not favorable for intact archaeological sites/resources to be present. Preservation of
archaeological materials within these soil type areas is likely to be poor. Nevertheless, sections of well -
drained soils (e.g. Hiwassee loam, 6-10% slopes [HIC], Pacolet fine sandy loam, 2-6% slopes [PaB],
Pacolet fine sandy loam, 6-10% slopes [PaC], and Cecil sandy loam, 2-6% slopes [CcB]) and relatively
level terrain are present throughout the overall Study Area. These areas appear to have not been disturbed
by development and have not been subjected to previous archaeological survey/review work. Such areas
may be deemed favorable for containing intact archaeological deposits and will require formal
archaeological investigations. The Office of State Archaeology (OSA) has reviewed various projects
within the vicinity of the proposed Study Area for environmental compliance, including transportation
improvements (CH 93-0764, ER 98-7769, ER 03-2323, ER 05-2432, ER 06-0281), utilities (ER 00-9580,
CH 05-0267), and commercial development (ER 99-7429, ER 00-9985), just to name a few. As part of
their review, OSA did not recommend archaeological surveys for many of these projects based on their
eroded and disturbed environmental contexts. However, archaeological surveys were recommended and
conducted for projects involving large swaths of undisturbed land situated in upland settings along
drainages, i.e. favorable topographic and hydrological situations. Based on the information provided, an
archaeological survey is, therefore, recommended for the proposed project. A visual inspection of the
entire Study Area should be conducted, followed then by systematic archaeological excavations within
areas of moderate to high archaeological probability, focusing on areas of well -drained soils that have not
been impacted by modern development. None of the property within the Study Area that requires further
investigation is owned by the State of North Carolina so a State Archaeological Resources Protection Act
(ARPA) permit should not be necessary. Should the description of this project change or design plans be
made available prior to construction, additional consultation regarding archaeology will be required.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST — SURVEYREQUIRED
NCDOT ARCHAEOLOGIST
PROPOSED FIELDWORK COMPLETION DATE
September 30, 2016
Date
March 27, 2017
`ARCHAEOLOGICAL SURVEYREQUIRED"form for Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement.
2 of 3

Project Tracking No.:
16-09-0014
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Figure 1: West — Winston-Salem East, NC (USGS 1950 [PRI 97 1 ]); North — Belews Creek, NC
(USGS 1969); South — Kernersville, NC (USGS 1969).
"ARCHAEOLOGICAL SUR VEYREQUIRED-formfor Minor Transportation Projects as Qualified in the 200712015 Programmatic Agreement
3 of

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Project Tracking No.:
16-09-0014
NO NATIONAL REGISTER OF HISTORIC PLACES
o ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
�f p�,
PRESENT FORM t
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is
not valid for Historic Architecture and Landscapes. You must consult separately with 4
the Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No
11My/[11]
46381.1.1
County:
Document:
Forsyth
State EA/FONSI
F.A. No: N/A Funding: ® State ❑ Federal
Federal Permit Required? ❑ Yes ❑ No Permit Type: Not Specified
Project Description:
The NCDOT proposes to widen Big Mill Farm Road (non -system) and Hopkins Road (SR 2649) from I-40
Business/US 421 to West Mountain Street (NC 661SR 2377) and construct a new interchange at 1-40
Business/US 421 in the Town of Kernersville. Currently, Big Mill Farm Road is a partially unpaved,
undivided, two-lane facility; Hopkins Road (SR 2649) is a paved, undivided, two-lane facility. According
to the Request for Cultural Resources Review form, the proposed project length measures about 2.1
miles. Although the existing right-of-way (ROW) along all associated roads (including the interstate
system) varies, proposed ROW is anticipated to be 80-100 feet wide, depending on traffic forecasts,
number of travel lanes, and multimodal accommodations. The width of the Study Area centered on the
associated roads measures about 300 feet, and increases substantially in the location of the proposed
interchange. Overall, the Study Area will encompass about 223 acres, inclusive of all existing roadways
and development.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined:
® There are no National Register listed or eligible ARCHAEOLOGICAL SITES
present within the project's area of potential effects. (Attach any notes or
documents as needed)
❑ No subsurface archaeological investigations were required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological
resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 14

Project Tracking No.:
16-09-0014
Brief description of review activities, results of review, and conclusions:
The project's study area for the proposed road widening of Big Mill Farm Road and Hopkins Road (SR
2649) from I-40 Business/US 421 to West Mountain Street (NC 66/SR 2377) and construction of a new
interchange at I-40 Business/US 421 in Kernersville, North Carolina in Forsyth County was subjected to
an intensive archaeological survey (Figure 1). In December 2016, New South Associates, Inc. completed
shovel testing at 30-meter intervals to survey for potential archaeological resources within the study area.
The purpose of the fieldwork was to investigate the possibility of unknown archaeological resources that
might be impacted by the proposed undertaking. The area of potential effects (APE) for this study was
broken into six sections measuring 633,231.72 square feet (14.537 ac.) in size.
The APE is characterized by gently to moderately sloping forested areas interspersed with housing
developments. Figures 2a, 2b, 3a, and 3b show the general landscape within the project area. An
examination of the USDA soil survey map showed that the APE consisted of three different soil types.
The majority of the APE is comprised of Clifford sandy loam (C1B), a well -drained soil type that is found
in areas of 2-6 percent slopes. The southern portion of the APE differs somewhat in its soil composition
from the rest of the APE, with Tomlin loam (TmB) and Fairview fine sandy loam (FaC) components.
Tomlin loam exists at 2-6 percent slopes, is well drained, and is infrequently flooded. Fairview fine
sandy loam is well -drained and is found in areas of 6-10 percent slopes (Soil Survey Staff 2016).
Historic maps of Forsyth County were reviewed for former structure locations and land use patterns. No
historic structures or features were found within the APE. Archaeological and historical references were
also inspected. The review concluded that no NRHP-listed properties or archaeological sites were located
within the APE. Five non-NRHP-listed sites were located within one-half mile of the APE during
research at the North Carolina Office of State Archaeology. One of these sites, 31FY209, was prehistoric
in nature and contained artifacts from the Middle Archaic -Early Woodland periods. Three of the sites
(31FY218, 31FY269, and 31FY1029) had no time period or artifact information included in the site file.
The final site, 31FY1028, was modern in nature.
On December 15 and 16, 2016, New South Associates conducted an archaeological survey and evaluation
of the proposed widening of Big Mill Farm Road and Hopkins Road and construction of an interchange at
I-40 Business/US 421 in Forsyth County. The intensive archaeological survey consisted of 98 shovel
tests placed at 30-meter intervals (100 ft.) throughout the study area (Table 1, Figures 4-7). All shovel
tests measured at least 30 centimeters (12 in.) in diameter and were excavated to at least 10 centimeters (4
in.) into sterile subsoil. All excavated soils and sediments were screened through mesh screen (0.64-cm,
0.25-in.) and all shovel tests were backfilled. A visual inspection of the surface was also done in
conjunction with subsurface testing. Two typical soil profiles were observed within the APE and
consisted of 0-20 centimeters of yellowish red (5YR 5/8) sandy clay or 0-10 centimeters of dark
yellowish brown (1OYR 4/4) sandy loam (Stratum I) over a red (2.5YR 5/8) clay (Stratum II).
Archaeological investigation of the APE included both pedestrian walkover and systematic shovel testing.
Surface visibility in the majority of the APE was approximately 50 percent. No surface features or
subsurface artifacts were located during shovel testing. Much of Area 6, the area of the proposed
interchange, was revealed to be deflated in many places, completely devoid of any Ap/A/O (plow zone,
organic) horizon. No artifacts or subsurface features were found in these deflated areas.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2of14

Project Tracking No.:
16-09-0014
Table]. Shovel Test Table
Shovel
Test Pit
Level
Depth
(top)
Depth
(base)
Munsell
Color
Soil Texture
Artifacts
Notes
1
1
0
40
5YR 5/8
Yellowish Red
Loamy Clay
No
2
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
3
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
4
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
5
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
^5% slope
6
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
7
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
8
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
9
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
10
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
11
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
12
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
13
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
14
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
15
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
16
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
17
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
18
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
19
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
20
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
21
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
22
1
0
40
2.5YR 5/8
Red
Loamy Clay
No
23
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
24
1
0
10
5YR 5/8
Yellowish Red
Loamy Clay
No
25
1
0
20
5YR 5/8
Yellowish Red
Silty Clay
No
26
1
0
15
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
26
2
15
25
2.5YR 5/8
Red
Sandy Clay
No
27
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
28
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
29
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
29
2
10
20
2.5YR 5/8
Red
Sandy Clay
No
30
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
31
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
32
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
33
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
34
1
0
5
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
34
2
5
20
2.5YR 5/8
Red
Sandy Clay
No
35
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
36
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
37
1
0
9
10YR 4/4
Dk. Yellowish Br.
Sandy Loam
No
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
3of14

Project Tracking No.:
16-09-0014
Table]. Shovel Test Table
Shovel
Test Pit
Level
Depth
(top)
Depth
(base)
Munsell
Color
Soil Texture
Artifacts
Notes
37
2
9
20
2.5YR 5/8
Red
Sandy Clay
No
38
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
39
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
40
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
41
1
0
30
5YR 5/8
Yellowish Red
Sandy Loam
No
42
1
0
15
10YR 4/4
Dk. Yellowish Br.
Sandy Loam
No
42
2
15
25
2.5YR 5/8
Red
Sandy Clay
No
43
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
44
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
45
1
0
12
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
45
2
12
22
2.5YR 5/8
Red
Sandy Clay
No
46
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
47
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
48
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
49
1
0
30
5YR 5/8
Yellowish Red
Sandy Loam
No
50
1
0
15
1 OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
50
2
15
25
2.5YR 5/8
Red
Sandy Clay
No
51
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
52
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
53
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
54
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
55
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
56
1
0
40
5YR 5/8
Yellowish Red
Loamy Clay
No
57
1
0
20
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
57
2
20
30
2.5YR 5/8
Red
Clay
No
58
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
58
2
10
20
2.5YR 5/8
Red
Sandy Clay
No
59
1
0
15
5YR 5/8
Yellowish Red
Loamy Clay
No
60
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
61
1
0
40
5YR 5/8
Yellowish Red
Loamy Clay
No
62
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
63
1
0
30
5YR 5/8
Yellowish Red
Loamy Clay
No
64
1
0
20
5YR 5/8
Yellowish Red
Sandy Loam
No
65
1
0
15
1OYR 4/4
Dk. Yellowish Br
Sandy Loam
No
65
2
15
25
2.5YR 5/8
Red
Sandy Clay
No
66
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
67
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
68
1
0
20
5YR 5/8
Yellowish Red
Loam Clay
No
69
1
0
30
5YR 5/8
Yellowish Red
Sandy Loam
No
70
1
0
23
10YR 4/4
Dk. Yellowish Br.
Sandy Loam
No
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
4of14

Project Tracking No.:
16-09-0014
Table]. Shovel Test Table
Shovel
Test Pit
Level
Depth
(top)
Depth
(base)
Munsell
Color
Soil Texture
Artifacts
Notes
70
2
23
33
2.5YR 5/8
Red
Sandy Clay
No
71
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
72
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
73
1
0
5
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
73
2
5
20
2.5YR 5/8
Red
Sandy Clay
No
74
1
0
15
2.5YR 5/8
Red
Sandy Clay
No
75
1
0
20
5YR 5/8
Yellowish Red
Loamy Clay
No
76
1
0
25
2.5YR 5/8
Red
Sandy Clay
No
77
1
0
10
10YR 4/4
Dk. Yellowish Br.
Loamy Silt
No
77
2
10
40
5YR 5/8
Yellowish Red
Sandy Clay
No
78
1
0
5
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
utility box
78
2
5
15
2.5YR 5/8
Red
Clay
No
79
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
79
2
10
30
2.5YR 5/8
Red
Clay
No
80
1
0
5
1 OYR 4/4
Dk. Yellowish Br.
Clay
No
80
2
5
40
1 OYR 6/4
Dull Yellow Orange
Sandy Loam
No
80
3
40
50
2.5YR 5/8
Red
Clay
No
81
1
0
20
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
81
2
20
40
2.5YR 5/8
Red
Clay
No
82
1
0
35
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
82
2
35
45
2.5YR 5/8
Red
Clay
No
83
1
0
40
10YR 4/4
Dk. Yellowish Br.
Sandy Loam
No
83
2
40
50
2.5YR 5/8
Red
Clay
No
84
1
0
20
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
84
2
20
30
2.5YR 5/8
Red
Clay
No
85
1
0
30
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
85
2
30
50
2.5YR 5/8
Red
Clay
No
86
1
0
15
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
—5% slope
86
2
15
25
2.5YR 5/8
Red
Clay
No
87
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
87
2
10
30
2.5YR 5/8
Red
Clay
No
88
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
88
2
10
25
2.5YR 5/8
Red
Clay
No
89
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
89
2
10
30
2.5YR 5/8
Red
Clay
No
90
1
0
10
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
90
2
10
25
2.5YR 5/8
Red
Clay
No
91
1
0
20
10YR 4/4
Dk. Yellowish Br.
Sandy Loam
No
91
2
20
30
2.5YR 5/8
Red
Clay
No
92
1
0
5
10YR 4/4
Dk. Yellowish Br.
Clay
No
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
5of14

Project Tracking No.:
16-09-0014
Table]. Shovel Test Table
Shovel
Test Pit
Level
Depth
(top)
Depth
(base)
Munsell
Color
Soil Texture
Artifacts
Notes
92
2
5
15
2.5YR 5/8
Red
Clay
No
93
1
0
15
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
93
2
15
25
2.5YR 5/8
Red
Clay
No
94
1
0
15
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
94
2
15
25
2.5YR 5/8
Red
Clay
No
95
1
0
40
10YR 4/4
Dk. Yellowish Br.
Loamy Silt
No
95
2
40
50
2.5YR 5/8
Red
Clay
No
96
1
0
20
1 OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
96
2
20
35
10YR 6/4
Dull Yellow Orange
Sandy Loam
No
96
3
35
45
2.5YR 5/8
Red
Clay
No
97
1
0
30
1OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
97
2
30
40
2.5YR 5/8
Red
Clay
No
98
1
0
20
1OYR 4/4
Dk. Yellowish Br.
Sandy Loam
No
98
2
20
29
1 OYR 6/4
Dull Yellow Orange
Sandy Loam
No
98
3
29
40
2.5YR 5/8
Red
Clay
No
99
1
0
30
1 OYR 4/4
Dk. Yellowish Br.
Loamy Silt
No
99
2
30
50
2.5YR 5/8
Red
Clay
No
RECOMMENDATION:
New South Associates, Inc. conducted an archaeological survey and evaluation of the proposed road
widening of Big Mill Farm Road and Hopkins Road (SR 2649) from I-40 Business/US 421 to West
Mountain Street (NC 66/SR 2377) and construction of a new interchange at I-40 Business/US 421 in
Kernersville, Forsyth County on December 15 and 16, 2016. No archaeological resources were recorded
as a result of this survey; therefore, no further archaeological investigations are needed for this project. I
concur with this recommendation, as the proposed road -widening project will not impact significant
archaeological resources. If the project expands and impacts subsurface areas beyond the defined APE,
further archaeological consultations may be necessary.
REFERENCES CITED:
Soil Survey Staff
2016 Web Soil Survey. Natural Resources Conservation Service, United States Department Of
Agriculture. Electronic document, http://websoilsurvey.nres.usda.gov/app/homepage.htm,
accessed May 12, 2016.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
6of14

Project Tracking No.:
16-09-0014
Figure List
Figure 1. Topographic Map Showing Survey Areas
Figure 2a. Area 4 Facing North
Figure 2b. Area 4 Facing South
Figure 3a. Area 6 Facing North
Figure 3b. Area 6 Facing South.
Figure 4. Aerial View of Area I
Figure S. Aerial View of Areas 2 & 3
Figure 6. Aerial View of Areas 4 & S
Figure 7. Aerial View of Area 6
New South Associates, Inc.
Colin Bean
Archaeologist
SUPPORT DOCUMENTATION
See attached: ® Map(s)
Other:
Signed:
❑ Previous Survey Info
Paul J. Mohler V
NCDOT ARCHAEOLOGIST
® Photos ❑Correspondence
January 10, 2017
Date
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
7of14

Project Tracking No.:
16-09-0014
Figure 1. Topographic Map Showing the Location of Survey Areas
a ,
how
41
'! • 'r Wj . • V •- if ` • • •
•. • 1 ' i.S 2. 5 +�
• ,� 1
• • �- •
* • •
i
im...
60
�t
6
Survey Area
0 200 400 Meters
0 700 1,400 Feet 7 1,
Source: USGS Topographic Quadrangle Map, Belews Creek and Kernersville North Carolina
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
8of14

�11
v.4 1; 1
e-j
all
Al
1117
az

Project Tracking No.:
16-09-0014
Figure 4. Aerial View of Area 1 Showing Shovel Tests
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
11 of 14

Project Tracking No.:
16-09-0014
Figure S. Aerial View of Areas 2 and 3 Showing Shovel Tests
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
12 of 14

Project Tracking No.:
16-09-0014
Figure 6. Aerial View of Areas 4 & S Showing Shovel Tests
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
13 of 14

_ u ~
r � .
74 75 76
71 72 73
67 68 69 70
61 62 63 64 65 66
53 54 55 56 57 58 59 60
45 46 47 48 49 50 51 52
37 38 39 40 41 42 43 44
29 30 31 32 33 34 35 36
21 22 23 24 25 26 27 28
14 15 16 17 18 19 20
8 9 10 11 12 13 '•
2 3 4 5 6 7
1
• Negative Shovel
Survey Area
0 30 60 Meters

STA�TF
w+ HOR
ay�'mEy,;,rs�md`�2
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 4, 2020
Dr. Wenonah Haire
Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, SC 29730
Dear Dr. Haire,
J. ERIC BOYETTE
SECRETARY
The North Carolina Department of Transportation is starting the project development, environmental, and
engineering studies for the widening of Big Mill Farm Road (non -system) and Hopkins Road (SR 2649)
from I-40 Business/US 421 to West Mountain Street (NC 66/SR 2377) and construct a new interchange at
I-40 Business/US 421 in Forsyth County as project U-5760. The US Army Corps of Engineers (USACE)
is the lead federal agency for compliance with the National Environmental Policy Act (NEPA) and Section
106 of the National Historic Preservation Act (NHPA) and a Permit is anticipated under the Section 404
Process with the USACE. The project vicinity map is attached. The coordinates of this project are
approximately 36.111534,-80107409.
We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the project including recommendation of alternates to be studied. Your comments
may be used in the preparation of a NEPA/ State Environmental Policy Act (SEPA) Environmental
Document.
In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties
of traditional religious or cultural importance that you are aware of that may be affected by the proposed
project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of
the NHPA, we will maintain strict confidentiality about certain types of information regarding historic
properties.
Please respond by March 31 st so that your comments can be used in the scoping of this project. If you have
any questions concerning this project, or would like any additional information, please contact me at
[e-mail] or [phone].
�Thank you,
.rY l�
Amy Euliss
NCDOT Division 9 Environmental Officer
cc: Matt Wilkerson, NCDOT Archaeology Team Leader
Nicholle Braspennickx, USACE Project Manager
Connie James, P.E. NCDOT Division 9 Project Manager
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] SILAS CREEK PARKWAY
DIVISION 9 Customer Service: 1-877-368-4968 WINSTON-SALEM, NC 27127
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127 Website: ncdot.gov

1
ee
I
„�
ac
lee
dry Harmori' Mill S
Shoppi_ng Gent-- — -------
L"A
Feet
0 2,000 4,000
i
NOArH
Proposed Alignment ® Wetlands Figure 1
Environmental Study Area
Environmental Study Area Railroad NCDOT Project No. U-5760
Parks — Streams Big Mill Farm Road Widening
NT OF 'M Forsyth County

TIP# U-5760
Adjacent Property
Owners Table

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
DEED BOOK
3
45
ARNOLD G. KING & HELEN H. PRINCE
DB 2250 PG 829
DB 3267 PG 197
4
5
ROSS D. WALL & PATRICIA O. WALL
DB 2188 PG 355
51
9
CYNTHIA COULOMBE& ROBERT COULOMBE
DB 3343 PG 2309
PB 24 PG 149
53
9.10
TIMBER TRAILS RECREATION ASSOCIATION, INC.
DB 1187 PG 1618
PB 24 PG 149
54
10
TOWN OF KERNERSVILLE
DB 3391 PG 3427
57
10
DONNIE LEE SWAIM& BERNICE BROWN SWAIM
DB W3 PG ale DB 687 PG 197 DB 1070
PG715PB61PG14-
58
10
FAMILY M VENTURES, LLC
DB 2716 PG 2%1 IDS 1976 PG 2695
60
10
SCOTT K. SW AIM
DB 1916 PG 3664
62
10
JOHN C. LOVE, CAREN L. BULLOCK & HOWARD C. BULLOCK
DB 2411 PG 3317
64
10,11
ERIC A. MCFARLIN & SHAW N R. MCFARLIN
DB 2712 PG 174
PB 39 PG 42
66
11
JASON D. SMITH & REGINA V. SMITH
DB 2481 PG 2119
PB 39 PG 42
99
5,6
RICHARD M. MARTIN, II
DB 3049 PG 74
101
5
TRIAD COMMERCIAL CORPORATION
DB 1019 PG 193
N/A
5
FRED WRIGHT & LATONYA WRIGHT
DB 2558 PG 657
PB 25 PG 181
PARCEL No. SHEET No. PROPERTY OWNER NAME DEED BOOK

North Carolina Department of Transportation
Highway Highway Stormwater Program
StOPYYIWateY STORMWATER MANAGEMENT PLAN -`
r
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5760 County(ies): Forsyth Page 1 of 3
General Project Information
WBS Element:
ITIP Number: U-5760
Project Type:
Date: 3/6/2020
NCDOT Contact:
Galen Cail, P.E.
Contractor / Designer:
Bryan Vickery, P.E.
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
Kimley-Horn
421 Fayetteville Street Suite 600
Raleigh, NC, 27601
Phone:
919-707-6700
Phone:
919-653-2905
Email:
cail ncdot. ov
Email:
lbryan.vicke
kimle -horn.com
City/Town:
Kernersville
County(ies):
Forsyth
River Basin(s):
Yadkin -Pee Dee T
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
2.034 miles Surrounding Land Use: Commercial/Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
45.9 ac.
28.9 ac.
Typical Cross Section Description:
Big Mill Farm Rd. and Hopkins Rd. will have single 12' Lanes with turn lanes at
intersections. Grade Separation over Bus-40. Bus-40 is 3 12' lanes in each direction with
a 30' grass median.
Bus-40 is 3 12' lanes in each direction. Hopkins Rd. has one 12' lane in each direction
with Big Mill Farm Rd. has one 10' lane in each direction and transitions into a gravel
road with 9' lanes the is a dead end before it would meet BUS-40.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 14,900 Year:
Existing: 10,700 Year:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is a Division 9 managed project. Existing drainage patterns to be maintained to the best extent practical. The only noteworthy drainage pattern change is the diversion of
the existing open channel flow to no longer cross BUS-40 twice, but rather to stay on the North side of Bus-40 and reach the same ultimate outfall. Drainage systems were sized
to accomodate future development. The culvert crossing at 91+00 -L- has two systems that tie into the side of the culvert. Each pipe was considered during the hydraulic
design. The pipe 1002 to 1001 ties into the culvert primarily for constructability and energy dissipation. The parcel that this pipe could outfall to is home to a utility station that is
being rebuilt due to impacts from the project. The size of the ditch required to outfall on this parcel would be too large and conflict with the utility station. The pipe 1021 to 1020
ties into the culvert to avoid and minimize the impacts to the adjacent wetland. If the pipe were outlet to the adjacent parcel and ditched to the stream, the wetland would be
drained. The culvert is still appropriately sized with the addition of these systems into the culvert.
Waterbody Information
Surface Water Body (1): Kerners Mill Creek
NCDWR Stream Index No.:
12-94-12-2-(0.3)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply III (WS-III)
Supplemental Classification:
None
Other Stream Classification:
None
None
Impairments:
None
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Kerners Mill Creek, SV, SS, SN Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

North Carolina Department of Transportation ,
Highway Highway Stormwater Program
Stormwater STORMWATER MANAGEMENT PLAN I�
4� oin
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5760 County(ies): Forsyth Page 2 of 3
Additional Waterbody Information
Surface Water Body (2): Smith Creek
NCDWR Stream Index No.:
12-94-12-2-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply III WS-III
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Smith Creek, SH, SI, SM, SG, SD, SJ, ESE-S38 Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (4):
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (5):
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

H1ghWay North Carolina Department of Transportation
Stormwalrfr a;
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5760 County(ies): Forsyth Page 3 of 3
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
5
13+35 -Y1 LPD- (LT)
(2)Smith
Creek
0.0
4.0
3.0
0.8
79
165
2.10%
1.0
2.0
1.3
2.1
No
No
15+00 -Y1 LPD- (LT)
5
55+40 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.9
90
85
1.50%
0.2
1.1
0.2
1.1
No
No
56+25 -Y1 MD
5
56+25 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.0
3
75
2.90%
0.1
1.2
0.2
1.3
No
No
57+00 -Y1 MD
5
57+00 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
5.0
0.2
19
100
0.90%
0.6
1.1
0.7
1.2
No
No
58+00 -Y1 MD
5
58+00 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
5.0
0.6
58
465
1.50%
1.7
1.8
2.2
1.9
No
No
62+65 -Y1- (MD)
5
62+65 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.4
36
550
1.30%
1.1
1.6
1.4
1.7
No
No
68+15 -Y1 MD
5,14
68+15 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.5
50
400
1.30%
1.5
1.7
1.9
1.8
No
No
72+15 -Y1- (MD)
6
44+50 -L- (RT)
(2)Smith
Creek
0.0
3.0
3.0
0.8
76
100
1.00%
1.1
No
45+50 -L- (RT)
8
13+00 -Y4- (LT)
(2)Smith
Creek
0.0
3.0
3.0
0.1
9
100
2.50%
0.1
1.3
0.2
1.4
No
No
14+00 -Y4- (LT)
14
72+15 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.4
44
350
1.30%
1.3
1.6
1.6
1.7
No
No
75+65 -Y1- (MD)
14
75+65 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.6
56
450
1.30%
1.6
1.7
2.1
1.9
No
No
80+15 -Y1- (MD)
14
80+15 -Y1 MD
(2)Smith
Creek
0.0
6.0
4.0
0.4
37
300
1.30%
1.1
1.6
1.4
1.7
No
No
83+15 -Y1 MD
14
80+50 -Y1- (LT)
(2)Smith
Creek
0.0
4.0
3.0
0.1
8
30
2.40%
0.2
1.4
0.3
1.5
No
No
80+80 -Y1- (LT)
14,15
83+15 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.4
38
310
0.80%
1.1
1.3
1.4
1.4
No
No
86+25 -Y1- (MD)
15
86+25 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.4
41
340
0.80%
1.2
1.3
1.5
1.4
No
No
89+65 -Y1- (MD)
15
88+00 -Y1- RT
(2)Smith
Creek
0.0
6.0
6.0
0.6
56
150
2.30%
1.4
2.0
1.7
2.1
No
No
89+50 -Y1 MD
15
89+65 -Y1- (MD)
(2)Smith
Creek
0.0
6.0
4.0
0.4
35
300
0.90%
1.0
1.5
1.3
1.6
No
No
92+65 -Y1 MD
Additional Comments

See Sheet lB For Conventional Plan Sheet Symbols
U-2579B
BEGIN TIP PROJECT �- �
f
PRO ECT � —
: I
� 1� -so�� `K1EaNc EEC
-
L � �Q KERNERSVILLE
421 150
ao m�
R Ivy ao
�'Kal BEGIN
PROJECT es
END TIP PROJECT o yca5
U-2579B
40
J_
VICINITY MAP
PERMIT DRAWING
SHEET 1 OF 27
—L—
STATIC OF NORTH CAROLINA
DIVISION OF HIGHWAYS
S
FORSYTH COUNTY
SHEET
LOCATION: HOPKINS ROADBIG MILL FARM ROAD IN KERNERSVILLE FROM
SOUTH OF US 421/I--40 B USINC 150 TO NC 66 (W MOUNTAIN ST)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS, CULVERTS, RETAINING WALLS, AND STRUCTURES
�A WETLAND AND STREAM
TIP PROJECT U-2579BDRAFT PERMIT PACKAGE i
(BY OTHERS)
MA Y 41, 2020 q zo11
END BRIDGE
-L- StO.28+20A1 '
SITE 5
BEGIN CULVERT a
BEG) BRIDGE -L- ST 90*81.30 E D CULVERT z�
-L- STA 9/+06.37 m QI
-L- Sto.26+545/ \ SITE 4B SITE 6A=
SITE IB C`I v V)
T U-5760 oR SITE 2C ��o , j 12 RTOWN
70
„ B iQ FF �O k- 0 y I� OLD NI OW RD y�ALK-'
BiG �,
HOpKIN��91
END TIP PROJECT U-5760
0 \
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Y 0 <(SR
rn
mm
a -L- ST I20+7/AO
SITE 6Bcr
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o
Q- /6I
my
SITE 4A a W
E�N�R�
SITE IAh ��`� ��IG
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SITE 3
uj
SITE 2A
3 0
ati
SITE 2B
o
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* TRAFFIC SIGNAL
THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS LIMITED TO POINTS AS SHOWN ON THE PLANS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF KERNERSVILLE
IN((OMPLETE PLAN$
W NOT USE FOR R/W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Kimley ))> Horn
HYDRAULICS ENGINEER
AADT 2023 = 10,700
LENGTH ROADWAY TIP PROJECT U-5760 = 1.998 MILES
PLANS PREPARED FOR
THE NCDOT BY.•
50 25 0 50 too
AADT 2040 = 10%
D = 60%
LENGTH STRUCTURES TIP PROJECT U-5760 — 0.036 MILES
TOTAL LENGTH TIP PROJECT U-5760 = 2.034 MILES
P.E.
2018 STANDARD SPECIFICATIONS
IEFFREY W. MOORE, P.E.
W7
PLANS
50 25 0 50
100
T = 3%*
V = 50 MPH
* (TTST 1% + DUAL 2%)
FUNCTIONAL
RIGHT OF WAY DATE:
APRIL 16,2021
u
'^ a
O
P Yp AM
PROJECT ENGINEER
RHODES S. HUNT,P.E.
SIGNATURE,
ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
5 2.5 0 5 10
CLASSIFICATION:
LETTING DATE:
URBAN COLLECTOR
REGIONAL TIER
APRIL 18, 2023
P.E., P.L.S.
W. AL BLOT
A.E.
PROFILE (VERTICAL)
PROJECTTEAM LEAD
TEAM
SIGNATURE:

z
0
N
DETAIL 1
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Fill
Natural b'N a'
Slope
Ground 3'j I
d
Geotextile a Min. D- 1.5 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1 Ft.
FROM STA. 60+10 TO STA.61+50 -Yl- (RT)
DETAIL 4
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural •\ at Fill
Ground 2.•j �' �{et Slope
d D F\a
Geotextile B
Min. D = 2.5 Ft.
Max. d = 2.0 Ft.
B= 3.0 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 16 + 15 TO STA. 17 + 00 -Yl RPB- (LT)
DETAIL 8
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Natural 1 of t Fill
Ground 6.1 D F\O��e Slope
Min. D= 1.0 Ft.
FROM STA. 88+00 TO STA. 89+50 -Yl- (RT)
nFTAII 17
SPECIAL CUT DITCH
(Not to Scale)
Front
of Ditch
Natural _�_ , or D
\° e< Slope
Ground
fitter
Min. D= 1.5 Ft.
FROM
STA. 47+25 TO
STA. 48+25
-L-
(RT)
FROM
STA. 49 + 00 TO
STA. 51 + 50
-L-
(RT)
FROM
STA. 55 + 75 TO
STA. 58 + 00
-L-
(RT)
FROM
STA. 81+50 TO
STA. 85+90
-L-
(LT)
FROM
STA. 111 + 65 TO
STA. 114 + 00
-L-
(RT)
IIFTAII 7
LATERAL 'V' DITCH
(Not to Scale)
�' Natural Fill
Ground ?.j D rL•� 1'ift. Slope
Min. D= 1.5 Ft.
b = 5 Ft.
FROM STA. 58+90 TO STA. 59+50 -Yl- (LT)
DETAIL 5
SPECIAL LATERAL 'V' DITCH
(Not To Scale)
Natural N. oft Fill
Ground o7.F •j\a'�e Slope
D
odPt
Min. D= 1.5 Ft.
FROM
STA.29+50 TO
STA. 32+00 -L- (LT)
FROM
STA. 46+00 TO
STA. 47+25 -L- (RT)
FROM
STA.51+50 TO
STA. 52+10 -L- (RT)
FROM
STA. 80+50 TO
STA. 81+50 -L- (LT)
FROM
STA. 103 + 30 TO
STA. 106 + 00 -L- (LT)
FROM
STA.111+85 TO
STA. 116+50 -L- (LT)
FROM
STA. 80+50 TO
STA. 80+80 -Yl- (LT)
FROM
STA. 94+00 TO
STA. 97+00 -Yl- (LT)
FROM STA. 14 + 57 TO STA. 15 + 85 -Yl RPB- (RT)
FROM STA. 13 + 3 5 TO STA. 15 +00 -Yl LPD- (LT)
DETAIL 9
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Fill
Natural jdS
o, bN ,,et Slope
Ground r D
Geotextile Min. D= 2 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1.5 Ft.
FROM STA. 80+80 TO STA. 82+00 -Yl- (LT)
FROM STA. 89+50 TO STA. 90+00 -Yl- (LT)
FROM STA. 10+31.24 TO STA. 11+00-Y1RPD- (LT)
nFTAII 1q
DETAIL 3
LATERAL BASE DITCH
(Not to Scale)
Natural
Ground ?. j D �'N 1',Ft. Fill
Slope
a Min. D= 1 Ft.
4. �►I B = 2 Ft.
b= 5 Ft.
FROM STA. 58+30 TO STA. 58+80 -Yl- (LT)
DETAIL 6
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
o
t Fill Natural �'1 ,ttet Slope
Ground .7 D k�P
d
Geotextile Min. D= 2 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1 Ft.
SPECIAL CUT DITCH
( Not to Scale)
Front
at Ditch
Natural 13'1 ,et Slope
Ground
Min. D=1.5 Ft.
FROM
STA. 43+00 TO
STA. 44+50
-L-
(RT)
FROM
STA. 44 + 50 TO
STA. 45 + 50
-L-
(RT)
FROM
STA. 14+10 TO
STA. 15+75
-Y2-
(LT)
FROM
STA. 15 + 75 TO
STA. 17 + 00
-Y2-
(LT)
FROM STA. 29+00 TO STA. 29+50 -L- (LT)
FROM STA. 54 + 40 TO STA. 55 + 75 -L- (RT)
DETAIL 10
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural rSlopel
Ground Fite 3, Ittet
d
D FAO
Geotextile B
Min. D= 2 Ft.
Max. d = 1 Ft.
13- 2 Ft.
Type of Liner= Class 'B' Rip -Rap
FROM STA. 66+55 TO STA. 69+50 -Y1- (LT)
FROM STA. 90+00 TO STA. 91+00 -Yl- (LT)
DETAIL 14
TOE PROTECTION
( Not to Scale)
F\O\01
Natural
Ground b
d = 2 Ft.
b=2 Ft. Geotextile
Type of Liner=Class 'B' Rip -Rap
FROM
STA. 65+00 TO
STA. 67+00 -L- (RT)
FROM
STA. 109 + 50 TO
STA. 111 + 50 -L- (RT)
FROM
STA. 101 +50 TO
STA. 101 +98 -L- (LT)
FROM
STA. 14 + 00 TO
STA. 15 + 15 -Y8- (LT)
FROM
STA. 15 + 50 TO
STA. 15 + 95 -Y8- (LT)
FROM
STA. 19+00 TO STA. 21+00-Y1RPB- (LT)
Kimley>))Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
PERMIT DRAWING
SHEET 2 OF 27
IIFTAII 7
PROJECT REFERENCE NO.
SHEET NO.
U-5760
2D-1
ROADWAY DESIGN
PAVEMENT
DESIGN
ENGINEER
ENGINEER
INOOMPL
E PLAN$
DO NOT USE FOR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LATERAL 'V' DITCH
(Not to Scale)
Natural Fill
Ground Z,.j 1' Ft. Slope
D
Min. D= 1 Ft.
b= 5 Ft.
FROM STA. 28+35 TO STA. 29+00 -L- (LT)
DETAIL 11
LATERAL BASE DITCH
(Not to Scale)
Natural Fill
Ground ?'j D �.1 1' ft. Slope
d
Geotextile �� B Min. D= 2 Ft.
Max. d = 1 Ft.
*When B is < 6.0' B= 2 Ft.
Type of Liner= Class 'B' Rip -Rap b= 5 Ft.
FROM STA. 91+00 TO STA. 91+50 -Yl- (LT)
DETAIL 15
SPECIAL LATERAL 'V' DITCH
( Not To Scale)
Aat
Natural �ottet Fill
o
Ground .7 F� Slope
Fjfte� D
Min. D- 1.5 Ft.
FROM
STA. 35+00 TO
STA. 38+50 -L- (RT)
FROM
STA. 37+00 TO
STA. 38+50 -L- (RT)
FROM
STA. 58+00 TO
STA. 60+20 -L- (RT)
FROM
STA. 96+00 -L-
TO STA. 98+00 -L- (RT)
FROM
STA. 13 + 00 TO
STA. 14 + 00 -Y4- (LT)
FROM
STA. 19 + 85 TO
STA. 20 + 00 -Y4- (RT)
FROM
STA. 10+50 TO
STA. 11+50 -Y5- (RT)
FROM
STA. 12 + 35 TO
STA. 13 + 50 -Y7- (RT)
FROM
STA. 14 + 87 TO
STA. 16 + 70 -Y7- (RT)
w
a
0

N
z
0
L.
ai
ac
r%l A 11 IL
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 01 Fill
Ground ?,•I 3' del Slope
d D FAo
Geotextile B
Min. D= 3.0 Ft.
Max. d = 2.5 Ft.
B = 3.0 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 83 + 50 TO STA. 85 + 75 -L- (RT)
FROM STA. 90 + 00 TO STA. 90 + 75 -L- (RT)
DETAIL 19SX
FALSE SUMP �o
Outside Ditch ( Not to Scale)
Traffic Flow
20'• '7 -►�
GI
S — etc.
S=Ditch Slope 4� Proposed Ditch
STA. 19 + 15 -Yl RPD- (LT)
STA. 18 + 00 -Yl RPD- (RT)
STA. 16 + 65 -Yl RPD- (LT)
DETAIL 23
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground Ground
d D
Geotextile
Min. D = 1.0 Ft.
'pe of Liner= Class 'B' Rip -Rap Max. d= 1.0 Ft.
STA. 22 + 00 —Yl RPB— (LT)
Mr-TA11 Tr -
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND - - - - - -
Min. D=1.0 Ft.
FROM STA. 82 + 30 TO STA. 85 + 90 —L— (LT)
DETAIL 17
RETAINING WALL LATERAL Y DITCH
Natural ( Not to Scale) b
Ground 3
Lu
?'7 20:1
D ��
d Min. D= 2 Ft.
Geotextile �� Max. d = 1.5 Ft.
Type of Liner= Class 'B' Rip -Rap b= 20 Ft.
FROM STA. 22+25 TO STA. 26+50 -L- (LT)
DETAIL 20
EXIST OUTLET CHANNEL IMPROVEMENTS
GROUND ( Not to Scale)
6' X 7' RCBC (BURIED 1')
KEYED -IN ON
BANKS ONLY _ _ _ INSTALL 2.0' OF
1.0' CLASS II RIP RAP
GEOTEXTILE 1.0' TO THE GREATER
COUNTERSUNK CLASS I RIP RAP OF THE EXISTING
W/CLASS B RIP RAP TO FILL VOIDS TOP OF BANK
STA. 22+20 -L- (LT)
DETAIL 24
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural N O� C Fill
.? Ground 17 D F�o�e Slope
Min. D= 1.0 Ft.
FROM STA. 80 + 50 TO STA. 82 + 30 —L— (LT)
DETAIL 26
INLET /OUTLET CHANNEL IMPROVEMENTS
( Not to Scale)
EXISTING 2 @ 96- CMP
2 @ 10' X 10' RCBC BURIED 1'
EXIST
13' WIDE CHANNEL MEASURED
GROUND
UPSTREAM/DOWNSTREAM
t
INSTALL 2.0' OF CLASS II
KEYED -IN ON 7 i
d RIP RAP TO THE GREATER
1
BANKS ONLY 2
2 OF THE EXISTING TOP OF
G EOTEXTI LE
BANK
1' SILL
FLOODPLAIN BENCH COMPRISED OF
CLASS II RIP RAP, FILL VOIDS WITH
CLASS I RIP RAP AS NEEDED
91 + 00 -L-
DETAIL 18
FALSE SUMP
( Not to Scale) C
O
Outside Ditch-.Is.p'1_
Traffic Flow •1 20:1 ' I f
GI
t S — etc.
S=Ditch Slope Proposed Ditch
STA. 42 + 70 -Yl- (LT)
STA. 47+85 -Yl- (LT)
STA. 51 +00 -Yl- (LT)
STA. 72+28 -Yl- (LT)
STA. 12+50-Y1RPB- (LT)
STA. 14+45-Y1RPB- (LT)
STA. 15 + 85 -Yl RPB- (RT)
Kimley➢Morn
©z
421 FAYETTEVILLE STREET. SUITE 600
DETAIL 21
INLET CHANNEL IMPROVEMENTS
( Not to Scale)
EXIST
GROUND
6' X 9' RCBC (BURIED 1.5')
KEYED -IN ON
ONLY
- ��\?
BANKS
1 0'
_ -
2
INSTALL 2.0' OF CLASS II
1.0'
21
RIP RAP TO THE GREATER
OF THE EXISTING TOP OF
GEOTEXTI LE
BANK
STA. 58+75 -Yl- (LT)
PERMIT DRAWING
SHEET 3 OF 27
PROJECT REFERENCE NO. SHEET NO.
U-5760 2D-2
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE1'E PLAN$
DO NOT USE FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 22
CHANNEL CHANGE
( Not to Scale)
Proposed Natural
_N4ttLrol _ Fill Slope Ground
Ground- ?•7 D - -
d
GEOTEXTILE B Exist. Channel
Min. D= 1.5 Ft.
Max. d = 2 Ft.
Type of Liner= Class 'B' and Class 'I' Rip Rap B= 5 Ft.
FROM STA. 98+00 TO STA. 98+65 -L- (RT)
♦ � �
��
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?SO—
"!'w'3
011
••,/�_��
—.
�•���.��/%.ice
•.,��I�\�.'
1
���I®alslalo

PROJECT REFERENCE NO. SHEET NO.
®DENOTES TEMPORARY LEGEND DENOTES IMPACTS IN Kimley>)) Horn ROADENGIDESIGN HYDRAULICNEER ENGINEER 60 S
IMPACTS IN SURFACE WATER ® SURFACE WATER 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
INCOMPL E PLAN$
PERMIT DRAWING DO NOT USE FOR /W ACQUISITION
SHEET b OF 27
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
r
r
O
SITE IMPACT ZOOM: 1"= 20'
0
Q
Z
J 1�1
VV
2 5.0'
J// (- m
DETAIL SHEET FOR SITE lA

LEGEND
WRDENOTES TEMPORARY DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER ® SURFACE WATER
PROJECT REFERENCE NO.
SHEET NO.
Kimley➢>)Horn
U-57G
5IC
ROADWAY DESIGN
HYDRAULICS
0—
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
SITE IMPACT ZOOM: I " -- 20'
6
I /
DETAIL SHEET FOR SITE IA
INS®ivljrLrj 1 E PLANS
PERMIT DRAWING no — use MR /W AUQUIS ory
SHEET 7 OF 27
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
W
Q
a

LEGEND
DENOTES TEMPORARY DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER ® SURFACE WATER
SITE IMPACT ZOOM: 1"--20'
Kimley➢>)Horn
0—
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
PROJECT REFERENCE NO.
SHEET NO.
U-57G
5IC
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPL
DO xar use POR
E PLAN$
lw ec -O.
PERMIT DRAWING
SHEET a OF 27
DETAIL SHEET FOR SITE IB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
CN
Q
Z

LEGEND
DENOTES TEMPORARY DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER ® SURFACE WATER
SITE IMPACT ZOOM.* 1"-- 20'
Kimley>)) Horn
c o
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
PROJECT REFERENCE NO.
SHEET NO.
U-57
58
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPL
DO NOT USE FOR
E PLAN$
/W ACQUISITION
PERMIT DRAWING
SHEET 9 OF 27
DETAIL SHEET FOR SITE IB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
CV
a
z

L
1.0' f
(TYP)
Kimley>))Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
SITE lA /113 - CULVERT EXTENSION
CROSS SECTION UPSTREAM
OF CULVERT EXTENSIONS
STREAM BED
ELEVATION
2.0' SILL --/ 1
2.0'
FLOW TYP FLOW
SILLS DETAIL
CROSS SECTION DOWNSTREAM
OF CULVERT EXTENSIONS
.►1
1.0' SILL
AT D/S END
PERMIT DRAWING
SHEET io OF 27
PROJECT REFERENCE NO.
SHEET NO.
U-5760
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
I�I�®MPL
E PLAN$
DO NOT USE FOR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTE: NATIVE BED MATERIAL SHALL BE PLACED IN THE PROPOSED CULVERT
EXTENSIONS BETWEEN SILLS. NATIVE MATERIALS CONSISTS OF MATERIAL THAT
IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT THE
NATIVE MATERIAL. IF RIP RAP IS USED, THE NATIVE MATERIAL SHOULD BE PLACED
ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF THE NATURAL
STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO
ALLOW FOR ANIMAL PASSAGE. NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO
APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
W
Q
a

w
Q
PH/
®DENOTES IMPACTS IN
SURFACE WATER
DENOTES
MECHANIZED
CLEARING
ANDREI CONEY
BECKY CONEY
DB 2603 PG 1157
DB 1838 PG 3536
PB 37 PG 150
LEGEND
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
® DENOTES EXCAVATION
IN WETLAND
38q 938' N'
\ BEGN CO STRUC
-D l\POT 5A
4i
0 0
2 '
w
Kimley➢Morn
0-
421 FAYETTEVILLE STREET. SUITE 600
/ °s...�. PERMIT DRAWING
SHEET n OF 27
oo
f O.1/ll m ro / " g23J.
h P Qo Aq'05 'N .OG' �
2 O N g Z39 q6
23 W EDMON D. GARMON �M fp
LESLEY GARMON / STEPHEN M. PEDDYCORD
DB 3435 PG 3582 MELODY M PC 1795 RD \
DB 3294 PG 1795
W _ \EIP
DANIEL GOLDNER
JAMES K. DEAN DB 2873 PG 2474
AR LOU LOU DEAN �
2 N 3995'39 W N 3113.649' W o^ 00•
—�6� EIP �. DB 1774 PG 2465 z 36Gg2�
< 83.56' � EIP I13.64� 0 2
O O�
IIP 01' W
`�O• l N2^ -1
m 2^'
SBKO
100.47 y S CANOPY, 18" RCP -IV
ry000SSGRAOIL
TANK
CO
JOSE V• PAREDES I i N`I. T 5 p h CK OF ,CURB T DITCH
DB 3444 PG 2702 tl '42� P' j E DETA 255HEfT 20.2 •
ZoYoo' „� ISFBARN REMOV CO C ti (j /' WELL VAR.GR SPECIAL LATERAL DITC ORNAMENTAL o
53'015 CONIC
O /�J _.a SEE DETAIL 245H 2D-2 SPIGOT
ITo6o W� 6 P O N - < L -0-,`Arlo t3 ' ,e E N /�:� 0 MTL STATUE
W. AVALON POTTS E ISBKD -BL 116 �'c�'
DB 1969 PG 949 0 E ER ISBKD
DB 1838 PG•3536 Wm oK F~ BARN
PB 37 PG 0 WOODS __- PUE
DK O �tIR� ,ncr '�eirra
EPS
� �%1R�1 .-- �.v /-�r.uglf•1111i'1����ttit�i�- ' - i'
I%prom-
W000000 - ------
NOR imm
_WOODS
owl;
041
18" RCPIV
WOODS
EKI/
W0005
15" RCP -IV
N GET' 39' E TYLER �.
22.04' RUNYON
OB 3361
REMOVE
REMOVE
�o6 o2PC 1919
/\ :a5 MIT
e f
\1 �
M\
� f
;DR_ 3- POT 5ta.10+67.00
�S Fs-N]
DIP
N 75°52'09' E-
6.24'
DEVELLOPMENTSLLP
DB 3476 PG 3509
DETAIL 16
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 O< Fill
Ground D Slope
d Flo
Geotextile B
Min. D= 3.0 Ft.
Max. d = 2.5 Ft.
B = 3.0 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 83 + 50 TO STA. 85 + 75 -L- (RT)
FROM STA. 90 + 00 TO STA. 90 + 75 -L- (RT)
i
�\ p DUE—
VAR.GR - — — _ C
=C _
1
•OR � '2•n/ --'
PROJECT REFERENCE NO. SHEET NO.
U-5760 9
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLAN$
NOT DO USE FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SPECIAL BACK OF CURB -
CUT DITCH
SEE DETAIL 255HEET 2D-2
SR/r/ys RD
-"z . 2 9"
WELT.. 1� �7pR�E PIcoT
RCP -IV CB-G
S
C . UE�
a^ ISBKD .,ATE SBKD
J� DK I REMOVE REMOVE)
72 Zr /(� RETAIN 1 KC.DS
GATE ,'� '. REMOY ATI0 SNLT
Q v p ^ 0 - 15' RCP C
REMOVE
6 NICHOLAS J. CARLUCCI q SIT
o DB 3185 PG 4294 END CONSTRUCTI
PB 24 PG 149 -D - POT O.IO+BO.00 N `iJ / TIME
h a 2 /
DONNA J. MCKOY
r DB 3018 PG 149 / S
\ \PB 24 PC 149
I`5/ WF P 11
N 25°5p21• W �.. SPECIAL LAW/ LAS SI RI TCH RAP G
101 - CYNTHIA COULOMBE
2 PI SEE DETAIL LASHI - D-2
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328.98' -
-� MATCHLINE -SEE SHEET 10
✓S FOR SITE CONTINUATION —
SEE PERMIT SHEETS 13
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87 PG
24 PC
24"
DETAIL 24 DETAIL 25
SPECIAL LATERAL 'V' DITCH
(Not to Sale) SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
Natural 1 of Fill _ _GROUND
Ground 3•1\pe Slope - - - - - _ _ _ - _
D 3•� ,� — — — _ — _ O HUNTER P.COFE
3'• DB 3333 PG 2638
Min. D =1.0 Ft.
Min. D= 1.0 Ft. SEE SHEET 19 FOR -L- PROFILE
. 82 + 30 TO STA. 85 + 90 —L— LT SEE SHEET 29 FOR-DRW2-. -DRW3-
FROM STA
:ROM STA. 80 + 50 TO STA. 82 + 30 —L— (LT) ) AND -DRW4- PROFILES

PROJECT REFERENCE NO. SHEET NO.
"'S2gj3p4AcMrv.
U-57
ROADWAY DESIGN HYDRAULICS Kimley➢Morn©'
ENGINEER ENGINEER
427 FAYETTEVSTREET, SUITE 600
DENOTES IMPACTS IN DENOTES TEMPORARY 2 RALEIGH, GH, NC 27601
® SURFACE WATER ® IMPACTS IN SURFACE WATER "r-or wnv nEv.
DENOTE $ MECHANIZED DENOTES EXCAVATION "s..a" INCOMPL E PLANL$
CLEARING ® IN WETLAND PERMIT DRAWING
DO NOT US6 FOR / W ACQUISITION
SHEET 12 OF 27
389 0g �
93
ANDRE, CONEY
BECKY CONEY
DB 2603 PG 1157 \ DOCUMENT NOT CONSIDERED FINAL
° DB 1838 PG 3536 BEGI CO STR(ICTIO HUNLESS ALL SIGNATURES COMPLETED
PB 37 PG 150 -D �- POT St .l + ODD 92 g�3�•
2 O N 23q q
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LESLEY GARMON / STEPHEN M PEDDYCORD 9
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2 DB 3294 PG 1795 \ 8� o =o _ q
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—� '-MATCHLINE - SEE SHEET 10
✓S FOR SITE CONTINUATION
SEE PERMIT SHEETS 13
AND 14 FOR BLOWUPS
Lu
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_ 15/
DETAIL 24 DETAIL 25
SPECIAL LATERAL 'V' DITCH
(Not to Scale) SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
Natural of Fill _ _GROUND
ROUND
e Ground 3•1 Slope - - - - - _ _ _ - -
D 3•� ,� - - - - - - O HUNTER P.COFE
3'• DB 3333 PG 2638
Min. D =1.0 Ft.
FROM STA. 83+50 TO STA. 85+75 -L- (RT) Min. D= 1.0 Ft. SEE SHEET 19 FOR -L- PROFILE
FROM STA. 90+00 TO STA. 90+75 -L- (RT) SEE SHEET 29 FOR-DRW2-.-DRW3-
FROM STA. 80 + 50 TO STA. 82 + 30 —L— LT FROM STA. 82+30 TO STA. 85+90 —L— (LT) AND -DRW4- PROFILES

LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
®
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES EXCAVATION
IN WETLAND
SITE IMPACT ZOOM: I " — 30'
'i�_ Imo► ""'���.��� • - � �� .
TIM
Kimley➢>)Horn
0—
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
PROJECT REFERENCE NO.
SHEET NO.
U-57G
9A
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
FINOOMPLorE
DO NOT USE FOR
PLANS
/W ACQUISITION
PERMIT DRAWING
SHEET 13 OF 27
win
DETAIL SHEET FOR SITES 2A, 2B, 3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�1�0
q
W
Q
a

LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
®
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES EXCAVATION
IN WETLAND
SITE IMPACT ZOOM: 1"-30'
Kimley➢>)Horn
0—
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
PROJECT REFERENCE NO.
SHEET NO.
U-57G
9A
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPL
DO — use MR
E PLAN$
®w ecOmsmory
PERMIT DRAWING
SHEET 14 OF 27
W&M4
MENO
I�
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DETAIL SHEET FOR SITES 2A, 2B, 3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�1�0
q

o LEGEND / PROJECT REFERENCE NO. SHEET NO.
I\cl DENOTES IMPACTS IN DENOTES TEMPORARY N SURFACE WATER / •'
Kimley➢Morn U-57/IC
® SURFACE WATER ® IMPACTS I / �. ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
vy+ �• /�, 421 FAYETTEALLE STREET, SUITE 600
DENOTES FILL IN
DENOTES MECHANIZED la/ i• /' RALEIGH, NC 27601
p CLEARING / nr-or-wnv nEv.
WETLAND
MPLerE PLANL$
: / / • / DO NOT USE FOR / W ACQUISITION
/
DETAIL 15 /o a / �� ' PERMIT DRAWING
\
SPECIAL LATERAL 'V' DITCH SHEET 16 OF 27 (Not to Scale) V,
/LAA180RNE T,SMYJ.SMIT,DB 2703 PG 270ey'.PB 33 PG 56 c Natural 'I•C\Q�el Fill \�J I / /• WJ DOCUMENT NOT CONSIDERED FINAL
•�,ti ,�o Ground F '7 or D F Slope 8 /•\ Abe y6�5• UNLESS ALL SIGNATURES COMPLETED
MATCHLINE - SEE SHEET 9
FOR SITE CONTINUATION i N a / / /•
SEE PERMIT SHEETS 13 GFi �� Min. D= 1.5 Ft.
AND 14 FOR BLOWUPS �(. `� '� M /• e°' tia J �, °Bg"V,9
BEGINCO TRUCTIO / m o ? / 9° o'.
1Y7- P_X Sto.12+50.00 FROM STA. 35+00 TO STA. 37+50 -L- (RT) / �P /'/ JOHN C. LOVE so
+\Qe FROM STA.37+00 TO STA.38+50 -L- (RT)JANICE F.LOVE AWN �0a•
FROM STA. 58+00 TO STA. 60+20 -L- (RT) Pj' DB 1785 PG 2859 MARK J.SANT000I OP Elp s3s'os. 9
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r FV/ ti F f �� z
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�i + / FROM STA. 12+35 TO STA. 13+50 -Y7- (RT) /' �� I O1 `'�� JOHN C.LOVE �06
SPECIAL 'ERAL'vrDI FROM STA. 14+87 TO STA. 16+70 -Y7- (RT) / / CARER L. BULLOCK s�
$EE DETAI $SHEET 2D-1 El PI / v WR N 9109638 GARY M. SPRING 2
\ a• \ J /• HO'�ARD C. BULLOCK " s
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DANIEL GOLDNER 29 3, - / 4-41 a IQ, I/ `gyp DB 3205 PG 4023
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DB 2873 PG 2474 �� � //•4i /LT 1°e� 'YA — �
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15 I BST I Ill F lry� EST 75 SY GFD ss y X °P• c �'� y
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z MI NICE BROWN SWAIM � NOTES:
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TOWN OF KERNERSVILLE ' DB 887 PG 197 m s `
II $ x > EST 335 TONS
A 60.c6' I N9 STONE WALL $o a 1.DB 3391PC 3427� 1 W DB 1010 PG 715 H P�'ti
PB 61 PG 145-146 EST 525 SY GFD
EST 355 CY DDE
s9F = 2.SPECIAL BACK OF CURB CUT D/TCH
DETAIL 16 i I I y SEE DETAL 25/SHEET 2D-2
SPECIAL LATERAL BASE DITCH \ DETAIL 22 \ 3.TEMPORARY SHORING (SEE TRANSPORTATION MANAGEMENT PLANS)
Notto Scale P•�MMcCLELLAN ,
( I L. McCLELLAN Sh �• CHANNEL CHANGE o d 5 TIMBER TRAILS RECREATION ERIC A. M FARLIN
13 PG 1539 I (Not to Scale)
\ o m h ASSOCIATION INC. SHAYJN R, .AFARLIN
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Ground 2• D Flo et Proposed Natural PB 24 PG 149 PB 39 PG 42
>(l Slope I _Natural _ Fill Slope Ground_ -
d i Ground d ?•/ D - - - / - O CAROLIEG TELEPHONE
Geotextile B `/ & TELEGRAPH
Min. D= 3.5 Ft. \
1 GEOTE%TILE B Exist. Channel DB 1649 PG 4084
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B= 3.0 Ft. Max. d= 2 Ft. SEE SHEET 2B-2 FOR INTERSECTION DETAIL
W er= Type of Liner= Class I Rip -Rap \ I Type of LinClass 'B' and Class 'I' Rip Rap B= 5 Ft. SEE SHEET 20 FOR -L- PROFILE
H_ j SEE SHEET 28 FOR -Y7- PROFILE
Q FROM STA. 83+50 TO STA. 85+75 -L- (RT) FROM STA. 98+00 TO STA. 98+65 -L- (RT) SEE SHEETS C-I THRU C-XX FOR CULVERT PLANS
FROM STA. 90+00 TO STA. 90+75 -L- (RT)
rsAMW11
m/m
I�bIE�,ii�
F"I
IS'd Ys�'af
f1JflI�F'—
'

o LEGEND / PROJECT REFERENCE NO. SHEET NO.
I\cl ® DENOTES IMPACTS IN NM DENOTES TEMPORARY / / / • /
Kimley➢Morn U-57/IC
SURFACE WATER IMPACTS IN SURFACE WATER ,� �' ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
vy+ �• /�, 427 FAYETTEVILLE STREET, SUITE 600
DENOTES FILL IN DENOTES MECHANIZED Ia '•i• / RALEIGH, NC 27601
F WETLAND "�" CLEARING / nr-or-wnv nEv.
•MPLerE PLAN$
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SPECIAL LATERAL 'VDITCH y P SHEET 17 OF 27
\ ( Nor io Scale) W / I
/LAAMyB 270E T, SJ.SMIT,D8 2703 PG 2708aJ'�PB 33 PG 56oK Natural 'L'. e1 Fill "� I / /• �/S s°vy, DOCUMENT NOT CONSIDERED FINAL
Ground F •70 D F Slope 8 /' /'\ I 6a9 �s• UNLESS ALL SIGNATURES COMPLETED
MATCHLINE - SEE SHEET 9 oA'e,.
FOR SITE CONTINUATION / /•
SEE PERMIT SHEETS 13 (j�i Qa� Min. D= 1.5 Ff. /• �`�
AND 14 FOR BLOWUPS �� `� b M /' 0°' tia J W
BEGINCO TRUCTIO o / so 3°i.
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\ Qe FROM STA.37+00 TO STA.38+50 -L- (RT) / p�/ JANICE F.LOVE AWN h oe°
\\ & FROM STA. 58+00 TO STA. 60+20 -L- (RT) / Obi' DB 1785 PG 2859 MARK J. SANTUCCI SOP EIP3s'os. 9
\\ \ FROM STA. 96+00 -L- TO STA. 98+00 -L- (RT) /' \� Fv9• y
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N , S / / d IDILAPI TE - 5
V y</�j},
i-B I �� 1 SP I OIRCET O TI q _ / - - I C .Q1 [ / / % /' `b� 1Z" RL DETAIL D EE
E AIL 27i5HE / // ��/ i - i / 43 J
F '45a ST/-
v EST 50 TONS CLA55 I
EST 10 .TONS CLASS ss \ /�{ T \�
I ILSW.1 �:5-�
TRANNEL C NQE -- - SEW
_ / I _ HA
\/�-�_ -.LASS I RIP RAP ON BANKS �g
/PRbPOSED BASIN LOCATIO I \- o \ A I. yd / // / _ �-CLASS B' RIP RAP COUNTERSU K _
SPECIAL TERAL' ITCH ' _ TL�CATE // / / // ` _ EST 30 T NS y
f CLASS I RIP RAP /Iw- < l + _ EST 50 GFD
EST. 12 TONS ' / R�MO=E 2 6"�C/Mj'S/ / / 9 / / / //yam ! y E \ :°j •y° - SEED AIL 22SHEET 2D-2 m
EST, 180 GFD / / Q 0 _ "� o• {` h 9-
�6e o9 D 2 J // ^
SEE �ETAIL
ST 90 EC 2 DE-h J / Vig / / / / �/ °'I Oh TO I N: PICCOLO 2 ey ti s v- SO
SITE / `og A j J L I 1 II j FLO BEt/ICM /// / / /// //� /0� F�3271PG�4286L0 e ¢ SPECIAL LATERAL'V' DITCH SITE M Ae l /
e SEE DETAIL 155HHOS
EET 2D-1
\ v \ \7\l 7, o. I / / / / �/ /
JJ FI / / /' 6° °
1 WI / // EIP ZOE R. VLA OS
SPECIALRALV A % �/ �// ti `° V VVA A �\ h°' 1 / / / / / / /0 /I� / - / �o i �d '� •°� •" DB 2153 PG 755
SEE DETAK°TS\\V1VI{1,\\� �\l o PB 39 PG 42
ASHEET 2i�h0 V \ 11111 F`f ~o SITE 2C I / I ��I ( \ /e�y� \S+D6..ii/ p0�4i 25.04' �pT
l \I v I 1 \ ZD\ N7V'
\ \
J h
2SBKD EIP \ II $ o v, 1 N 34°
\WAIM
' JNIE LEES AIM DB 191 K. 3664
\ A A e /p// Kerners Mill Creek SWAIM DB 1916 PG 3664 NorEs:
fy [ � NICE BROWN S�'AIM e I.SPEC/AL LATERAL BASE DITCH W1 CLASS I R/P RAP
DB 883 PG 379 so os ;� SEE DETAIL 16.SHEET 2D-2
\' $ TOWN OF KERNERSVILLE ' I DB 887 PG 197
sbl VAR qT�. $ a TDB 3391 PG 3427� 1 W DB WIO PG 715 oO'- N o"� m EST 335 TONS
13To E R'ALL o o �' EST 525 SY GFD
PB 61 PG 145-146 c^ ?. o 0
EST 355 CY DDE
BACK OFDETAIL 16 _1 I 9s S9F 2.SEE DETAL 25/SHEE CURBCUT
-2 DITCH
SPECIAL LATERAL BASE DITCH I \ DETAIL 22 \ ti 3.TEMPORARY SHORING (SEE TRANSPORTATION MANAGEMENT PLANS)
le P•M�ICCLELLAN
(Notto Sca) L. CCLELLAN $I°�, �• CHANNEL CHANGE o d 5 TIMBER TRAILS RECREATION ERIC A. M FARLIN
13 PG 1539 �. I (NoT To Scale)
\ o m h ASSOCIATION INC. SHA2JN R. MCFARLIN
Natural o< Fill I DB 1187 PG 1618 DB 2 12 PG 174
Ground 2• Proposed Natural PB 24 PG 149 PB 39 PG 42
>(l Slope 1 _Natural _ Fill Slope Ground_ _
d / i Ground d ?•/ D - - - \ / - O CAROLINA TELEPHONE
Geofextile B `/ & TELEGRAPH
Min. D= 3.0 FT. \
I GEOTEXTILE B Exist. Channel DB 1649 PG 4084
Max. d= 2.5 Ft. ( Min. D= 1.5 FT.
B= 3.0 Ft. Max. d= 2 Ft. SEE SHEET 2B-2 FOR INTERSECTION DETAIL
W Type of Liner= Class I Rip -Rap \ I Type of Liner= Class 'B' and Class 'I' Rip Rap B= 5 Ft. SEE SHEET 20 FOR -L- PROFILE
I_ j SEE SHEET 28 FOR -Y7- PROFILE
Q FROM STA. 83+50 TO STA. 85+75 -L- (RT) FROM STA. 98+00 TO STA. 98+65 -L- (RT) SEE SHEETS C-I THRU C-XX FOR CULVERT PLANS
FROM STA. 90+00 TO STA. 90+75 -L- (RT)

LEGEND
DENOTES IMPACTS IN
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN SURFACE WATER
T DENOTES FILL IN
T
DENOTES MECHANIZED
WETLAND
CLEARING
SITE IMPACT ZOOM: 1 "= 20'
IDvF
ct. ------ /-
S
Kimley>)) Horn
PROJECT REFERENCE NO.
SHEET NO.
U-57
UA
ROADWAY DESIGN
HYDRAULICS
c o
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
I�IO®MPL
E PLAN$
C-T R�
PERMIT DRAWING
DO NOT USE FOR llW
ACQUISITION
SHEET is OF 27
DETAIL SHEET FOR SITES 2C, 4B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
w
Q
a

LEGEND
DENOTES IMPACTS IN
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN SURFACE WATER
DENOTES FILL IN
DENOTES MECHANIZED
WETLAND
CLEARING
Kimley>)) Horn
PROJECT REFERENCE NO.
SHEET NO.
U-57
LIA
ROADWAY DESIGN
HYDRAULICS
c o
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
I�I�®MPL
E PLAN$
C-T R�
PERMIT DRAWING
DO NOT llW
ACQUISITION
SHEET 19 OF 27
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE IMPACT ZOOM.* 1 "= 20'
T
DETAIL SHEET FOR SITES 2C, 4B

Z
0
w
LEGEND
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER
2 DENOTES FILL IN 2 DENOTES MECHANIZED
WETLAND CLEARING
SITE IMPACT ZOOM: I " — 30'
Kimley➢>)Horn
PROJECT REFERENCE NO.
U-57G
SHEET NO.
,LIC
ROADWAY DESIGN
HYDRAULICS
0—
ENGINEER
ENGINEER
427 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
IN%'®MPL
E PLAN$
PERMIT DRAWING
DO — use MR
®w ecOmsmory
SHEET 22 OF 27
V'9Q
DOCUMENT NOT CONSIDERED FINAL
�0
UNLESS ALL SIGNATURES COMPLETED
° �•
! N SIP
GR
• F _
EXIST
R/W F/
F
E o�
�„ p�
— T — —
o
-
�
�0
7
�� T F 0 —� 20'2
4 ` /
T H -—
20
\
EXIST R/W EIP
15" -
�EIP XIS RAW
DETAIL SHEET FOR SITES 6A, 6B

LEGEND
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER
DENOTES FILL IN DENOTES MECHANIZED
WETLAND CLEARING
SITE IMPACT ZOOM: I " — 30'
Kimley➢>)Horn
PROJECT REFERENCE NO.
SHEET NO.
U-57IG
,OC
ROADWAY DESIGN
HYDRAULICS
0-
ENGINEER
ENGINEER
427 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
INCOMPL
E PLAN$
DO NOT USE FOR
/ W ACQUISITION
PERMIT DRAWING
SHEET 23 OF 27
'9Q
DOCUMENT NOT CONSIDERED FINAL
�0
UNLESS ALL SIGNATURES COMPLETED
lad►^ i,�- . � v , .�� .� . •� — �
klm
WWAI
WAA
II
�WIN
�� 48
� �` .. ►may „_ ` �
��i
.� Inc,=='..ILJ� � !►,-_ 1
DETAIL SHEET FOR SITES 6A, 6B

W
SITE 4A /413 - CULVERT REPLACEMENT
PLAN VIEW CROSS SECTION
10.0' 10.0'
1.0' STREAM BED
(TYP) ELEVATION
2.0' SILL 1.0' SILL
T
1 2.0' FLOW
FLOW TYP
SILLS DETAIL
Kimley➢))Horn
0-
421 FAYETTEVILLE STREET. SUITE 600
PERMIT DRAWING
SHEET 26 OF 27
PROJECT REFERENCE NO.
SHEET NO.
U-5760
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INOOMPL
E PLAN$
DO NOT USE FOR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTE: FOR CUT CONDITION, USE CLASS II RIP RAP FLOODPLAIN BENCH BORDER
WITH NATURAL GROUND COVERED WITH COIR FIBER MAT INSIDE BORDER. IN
FILL CONDITION, USE CLASS II RIP RAP FILL THROUGHOUT WITH NATIVE BED
MATERIAL FILLING THE VOIDS ON TOP.
NOTE: NATIVE BED MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE LOW FLOW CULVERT.
NATIVE MATERIALS CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR
FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO
SUPPLEMENT THE NATIVE MATERIAL. IF RIP RAP IS USED, THE NATIVE MATERIAL SHOULD BE PLACED
ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF THE NATURAL STREAM BED
MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE.
THE HIGH FLOW BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL AND/OR RIP RAP. NATIVE
MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO
PERMIT CONDITIONS.

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1A
58+66/59+59 -Y1- (LT)
1 @ 6' x 9' RCBC Extension
< 0.01
25
58+66/59+59 -Y1- (LT)
Channel Improvements
< 0.01
0.02
31
82
1 B
21 +97/25+90 -L- (RT)
1 @ 6' x 7' RCBC Extension
0.09
522
21+97/25+90 -L- (RT)
Channel Improvements
< 0.01
< 0.01
20
20
2A
83+40/85+80 -L- (RT)
Roadway Fill
< 0.01
< 0.01
0.02
< 0.01
233
10
2B
86+38/86+80 -L- (RT)
66" RCP
< 0.01
24
Channel Improvements
< 0.01
< 0.01
25
10
2C
89+96/90+79 -L- (RT)
Roadway Fill
< 0.01
< 0.01
82
10
3
83+60/84+62 -L- (RT)
Roadway Fill
< 0.01
< 0.01
4A
90+74/91+16 -L- (LT)
2 @ 10' x 10' RCBC
0.02
61
Channel Improvements
< 0.01
0.01
30
28
4B
90+59/91+00 -L- (RT)
Channel Improvements
0.01
< 0.01
35
19
5
91+60/92+06 -L- (LT)
Roadway Fill
< 0.01
0.01
6A
96+98/98+87 -L- (RT)
48" RCP
0.01
122
Channel Change
< 0.01
< 0.01
70
22
Roadway Fill
0.09
6B
95+22/96+53 -L- (LT)
54" RCP
< 0.01
82
Channel Improvements
< 0.01
< 0.01
10
65
TOTALS':
0.09
< 0.01
0.01
0.21
0.04
1372
266
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

Y
O
See Sheet lB For Conventlonol Plon Sheet Symbols
STATE OF NORTH CAROLI A
"A— KAT6 PR.— RP86RRNCR N0. NO.
N.C. U-5760 I
BEGIN TIP PROJ
$,
DIVISION O F HIGHWAYS
RTA E PRO . NO P. A. PRO N0. DR6CRIPTION
�/�
F
, ���
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E
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46381.1.1 P.E.
45721.2.1 RNV
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1
45721.2.1 UTL
45721.3.1 CONST.
�^
FORSYTH COUNTY
• �
ry ��� d
, E K
V
LOCATION. HOPKINS ROADBIG MILL FARM ROAD IN KERNERSVILLE
FROM
�
13
SOUTH OF US 42FI--40 BUS/NC ISO TO NC 66 (W MOUNTAIN
ST)
,=
4
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS, CULVERTS, RETAINING
WALLS, AND STRUCTURES
L
A�
`
o(, TIP PROJECT U-25798A
At
END
\
(BY OTHERS) �
)
83
q
r o
;�
2p1j
L`
END BRIDGE
, /
VICINITY ryt 4P
-L- Sto.28+20AI
I-
BEGIN CULVERT END CULVERT
BEGIN BRIDGE -L- STA 90+8/.30 -L- STA 9/+06.37
z,
a
z
m N
-L- Sto.26+5451
> o �
v)
BEGINTIP
PROJECT U-5760 pR �`'o �5
ro
3 I2 -L- KERrOlIN
-L-
„" B
STA 13+30.00 ��� �+ A e
(O /�
��
OLD HOLLOW66) RD �>.
� A �0 ����
y JFF
116
-L-
EK y� RD
N 12649) _
END TIP PROJECT U -5760
`SR
mN
_ -L- STA /20+7/00
�I-c>o
J�
* TRAFFIC SIGNAL
THIS IS A PARTIAL CONTROLLED -ACCESS PROJECT WITH ACCESS LIMITED TO POINTS AS SHOWN ON THE PLANS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD III
DOCUMENTNOTCONSIDERED FINAL
_• .
THIS PROJECT IS WITHIN
THE MUNICIPAL BOUNDARIES OF
THE TOWN OF KERNERSVILLE
UNLESS ALL SIGNATURES COMPLETED
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR Kimley�>>Horn
HYDRAULICS ENGINEER
50 25 0 50
100
AADT 2023 = 10,700
AADT 2040 = 14,900
K = 10%0%
LENGTH ROADWAY TIP PROJECT U-5760 = 1.998 MILES
LENGTH STRUCTURES TIP PROJECT U-5760 = 0.036 MILES
THE NCDOT BY.- °'
°e woery
2018 STANDARD SPECIFICATIONS
6O °
TOTAL LENGTH TIP PROJECT U-5760 = 2.034 MILES
a
PLANS
=
*o
T
T 3 /°
JEFFREY W. MINEER P.E.
P.E.
q
a s
PROJECT ENGINEER
SIGNATURE:
50 25 0 50
100
—
V - 50 MPH
RIGHT OF WAY DATE:
'^
ROADWAY
DESIGN ENGINEER
* (TTST 1% + DUAL 2%)
APRIL 16,2021
RHODES S. HUNT,P.E.
PROFILE (HORIZONTAL)
LETTING DATE:
PROJECT DESIGN ENGINEER
O
FUNCTIONAL
CLASSIFICATION:
V
5 2.5 0 5
10
URBAN COLLECTOR
APRIL 18, 2023
P.E., P.L.S.
W. AL BL.I-
REGIONAL TIER
TEAM
PNCDOT DIVISION 9D
PROFILE (VERTICAL)
P.E.
SIGNATURE:

N
0
0
0
0
Y
N
N
P
STATE OF NORTH CARO]LINA, DIVISION OF HIGHWAYS S
U-5750
i /B
CONVENTIONAL
PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.
Note: Not to Scale
*SUE = Subsurface Utility Engineering
WATER:
RAILROADS.'
State Line
---- -----
Water Manhole
oO
County Line
—
Hedge
Standard Gauge g
csx raaNsaoeTanoN
Water Meter
C-)Townshi
p Line
RR Signal Milepost W,��T 35
Woods Line
Water Valve
33
Switch
0
Orchard
€ €3 Q Q
City Line
SW�CH
Water Hydrant
y
.0
RR Abandoned —
—
— Vineyard
Y
v era d
Reservation Line
=
U/G Water Line LOS B (S.U.E*)
- - - -�- - - -
Property Line
RR Dismantled ----
-- EXISTING STRUCTURES.
U/G Water Line LOS C (S.U.E*)
--�--
Existing Iron Pin
�
MAJOR:
U/G Water Line LOS D (S.U.E*)
Computed Property Corner
P P Y
RIGHT OF WAY & PROJECT CONTROL:
Bridge, Tunnel or Box Culvert
coNc
Above Ground Water Line
A,c Wa,a,
Property Monument
f�
Secondary Horiz and Vert Control Point
♦
Bridge Wing Wall, Head Wall and End Wall
- coNc Wr
Parcel/Sequence Number
Primary Horiz Control Point
MINOR:
TV:
TV Pedestal
Existing Fence Line
—x x x—
Primary Horiz and Vert Control Point
Head and End Wall
C0N H
- - - - - - -
TV Tower
Proposed Woven Wire Fence
e
Exist Permanent Easment Pin and Cap
Pipe Culvert
New Permanent Easement Pin and Cap
O
Footbridge
>----------<
LVG TV Cable Hand Hole
H
Proposed Chain Link Fence
a
Vertical Benchmark
Drainage Box: Catch Basin, DI JB
cs
El-
U/G TV Cable LOS B (S.U.E.*)
- - - -- - - -
Proposed Barbed Wire Fence
or
U/G TV Cable LOS C (S.U.E.*)
- - - —
Existing Wetland Boundary
_ _ _ _� a_ _ _ _
Existing Right of Way Marker
0
Paved Ditch Gutter
.LVG
Existing Right of Way Line
Storm Sewer Manhole
OO
U/G TV Cable LOS D (S.U.E.*)
,
Proposed Wetland Boundary
�°a
R
Fiber Optic Cable LOS B (S.U.E.*)
- - - -'Y P°- - -
Existing Endangered Animal Boundary
dB
New Right of Way Line
Storm Sewer
U/G Fiber Optic Cable LOS C (S.U.E.*)
—-7Y P°-
Existing Endangered Plant Boundary
fPe
New Right of Way Line with Pin and Cap—
A UTILITIES.
U/G Fiber Optic Cable LOS D (S.U.E.)
TY P°
Existing Historic Property Boundary
Pa
New Right of Way Line with m
^ POWER:
GAS:
Known Contamination Area: Soil
- s
Concrete or Granite RAW Marker
Existing Power Pole
Potential Contamination Area: Soil
- � s �
New Control of Access Line with
Concrete C/A Marker
Proposed Power Pole
b
Gas Valve
Gas Meter
Known Contamination Area: Water
w
Existing Control of Access
aT
Existing Joint Use Pole
Potential Contamination Area: Water
- �?❑ w
Proposed Joint Use Pole
LVG Gas Line LOS B (S.U.E.*)
- - -
Contaminated Site: Known Potential
'�' %�
New Control of Access
U/G Gas Line LOS C (S.U.E.)
- -°- - —
or
Existing Easement Line
E
Power Manhole
U/G Gas Line LOS D (S.U.E.*)
°
BUILDINGS AND OTHER CULTURE:
New Temporary Construction Easement -
E
Power Line Tower
®
Above Ground Gas Line
A/C oas
Gas Pump Vent or U/G Tank Cap
O
New Temporary Drainage Easement
TDE
Power Transformer
Sign
0
New Permanent Drainage Easement
PDE
U/G Power Cable Hand Hole
SANITARY SEWER:
Well
New Permanent Drainage /Utility Easement
DUE
H-Frame Pole
��
Sanitary Sewer Manhole
OO
Small Mine
SZ
New Permanent Utility Easement
ruE
*
U/G Power Line LOS B (S.U.E.)
P
- - - - - - - -
Sanitary Sewer Cleanout
�+
Foundation
New Temporary Utility Easement
TUE
U/G Power Line LOS C (S.U.E.*)
_ _,_ _
ll/G Sanitary Sewer Line
s
Area Outline
0
New Aerial Utility Easement
AUE
U/G Power Line LOS D (S.U.E.*)
P
Above Ground Sanitary Sewer
A/c s—i" se*-
Cemetery
0
SS Forced Main Line LOS B (S.U.E.*)
- - - -11 - - - -
Building
ROADS AND RELATED FEATURES.
TELEPHONE:
SS Forced Main Line LOS C (S.U.E.*)
- -F55- - —
School
Existing Telephone Pole
SS Forced Main Line LOS D (S.U.E_*)
ss
Existing Edge of Pavement
Church
Proposed Telephone Pole
�
Existing Curb _____
Telephone Manhole
0
MISCELLANEOUS:
Dam
Proposed Slope Stakes Cut
C
Telephone Pedestal
T❑
Utility Pole
•
HYDROLOGY.'
Proposed Slope Stakes Fill - -
- F -
-
Telephone Cell Tower
Utility Pole with Base
0
Stream or Body of Water
Proposed Curb Ramp
CR
Utility Located Object
O
Hydro, Pool or Reservoir
r----=
J
LVG Telephone Cable Hand Hole
�
Jurisdictional Stream
`---
Existing Metal Guardrail
U/G Telephone Cable LOS B (S.U.E.*)
- - - -T- - - -
Utility Traffic Signal Box
❑s
Buffer Zone 1
is —
Bz i
Proposed Guardrail T
T T
T
U/G Telephone Cable LOS C (S.U.E.*)
- - - -
Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 2
Bz s
Existing Cable Guiderail
U/G Telephone Cable LOS D (S.U.E.*)
LIAG Tank; Water, Gas, Oil0
Proposed Cable Guiderail
-
Disappearing Stream
�---
Equality Symbol
lVG Telephone Conduit LOS C (S.U.E.*)
- -�_- _ —
A/G Tank; Water, Gas, Oil
0
Spring
cam^ �_-'^
Pavement Removal
®
U/G Telephone Conduit LOS D (S.U.E.*)
7_
Geoenvironmental Boring
Wetland
!VEGETATION:
U/G Fiber Optics Cable LOS B (S.U.E.*)
_ _ _ _r f°_ _ _ .
LVG Test Hole LOS A (S.U.E.*)
z
Proposed Lateral, Tail, Head Ditch
�c
�7
Single Tree
U/G Fiber Optics Cable LOS C (S.U.E.*)
- -� P°- - —
Abandoned According to Utility Records
g Y
AATUR
False Sump
m
Single Shrub
a
LVG Fiber Optics Cable LOS D (S.U.E_*)
. f°
End of Information
E.O.I.

z
z
O
w
-L- HARMON CREEK RD
VII . I V I - LING
TYPICAL SECTION NO. 1
-L- STA 13+30.00 TO 14+86.93
CL -L- HARMON CREEK RD
BIG MILL FARM RD
4/.5' 4/.5'
l0' 2' 4' l2' 12' 23' 12' /2' 4' IZ 10'
14' BIKE BIKE /4' /
GUAR RAIL LANE 11.5 /L5 LANE GUARDRAIL
0.5' 5' 4.5' 4.5' 5' 0.5' //yy
_ l.5' l5' = GR NtlG
SEE
i C3 R2 R2 C3 Z NOTE 4
//yy S R/ Q GRADE �RQ RI S 2� � -
GXRWNDG NOTE 4 0.02 0`02 OA2 - OA2 0.02 g OA2
T El DI T T DI El T
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
-L- STA 14+86.93 TO 26+54.51(BEG/N BRIDGE)
-L- STA 28+20.01(END BRIDGE) TO 40+33.74
� NCE CHAIN LINK
TYPICAL SECTION NO. 2A
-L- STA 15+00.00 TO 26+54.51(BEGIN BRIDGE) (LT)
-L- STA 25+80.10 TO 26 +54.51 (BEGIN BRIDGE) (RT)
-L- STA 28+20.01(END BRIDGE) TO 29+44.26 (LT)
-L- STA 28+20.01(END BRIDGE) TO 28+70.26 (RT)
MILL NOTCH
TO KEY IN
L5" OR 3"
50' OR 75' AS DIRECTED
BY THE ENGINEER U
INCIDENTAL MILLING DETAIL
X X
U C5 C6 MC34 02 D/ E4
2----�%z'MN. ----- -MIN.
CIE USE FOR -YI-
WEDGING DETAIL (WI) FOR RESURFACING
Kimley*Horn
Onzc
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
PROJECT REFERENCE NO. SHEET NO.
U-5760 2A-1
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
(PREL/N/NARY PAVEMENT DESIGN)
C/ PROPOSED APPROX. IS' ASPHALT CONCRETE SURFACE COURSE.TYPE S95B.
AT AN AVERAGE RATE OF 165 LBS. PER SO. YD.
C2 PROPOSED N A ERASE RATE .OFS 136 LBS.PE SO. YDRETE . EAC ,, jo LAYERSYPE
C3 PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE.TYPE S95B.
AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
C4 PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE.TYPE S95C.
AT AN AVERAGE RATE OF 168 LES. PER SO. YD. IN EACH OF TWO LAYERS.
C5 PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S95B. AT
IN LAIERAGEAYERS NOTATE OF E0 LBS. IN R SO YD. PER T DEPTH. TO 8£ PLACED
C6 PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SM AT
AN AVERAGE RAT£ OF 112 LBS. PER 50. YD. PER PD£PTH TO BE PLACED
IN LAYERS NOT LESS THAN 15'OR GREATER THAN 2'IN DEPTH.
DI PROPOSED APPROX. 4' ASPHALT CONCRETE INTERMEDIATE COVRSE.TYPE 119.00,
AT AN AVERAGE RATE OF 456 LSS. PER SO.YD.
D2 PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERNED/ATE COURSE. TYPE 119.0C,
AT AN AVERAGE RATE OF /W LBS. PER SO. Ya PER PDEPTH, TO BE PLACED
IN LAYERS NOT LESS THAN 25'OR GREATER THAN 4' IN DEPTH.
El PROPOSED APPROX.4' ASPHALT CONCRETE BASE COURSE, TYPE B25M AT
AN AVERAGE RATE OF 456 LBS. PER 50. YD.
E2 PROPOSED APPROX. 45. ASPHALT CONCRETE BASE COURSE.TYPE B25AC. AT
AN AVERAGE RATE OF 513 LBS. PER SO. YD.
E3 PROPOSED APPROX. 65' ASPHALT CONCRETE BASE COURSE. TYPE B25.00, AT
AN AVERAGE RATE OF 465 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT
E4 AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER P DEPTH. TO BE PLACED
W LAYERS NOT LESS THAN 3-OR GREATER THAN 55'IN DEPTH.
f PROPOSED 6' AGGREGATE BASE COURSE
K PROPOSED IZCLASS N SUBGRADE STABILIZATION
L SELECT GRANULAR MATERIAL
N GEOTEXTIL£ FOR SOIL STABILIZATION
P PRIME COAT AT THE RATE OF 035 GALPER SO.YD.
RI PROPOSED Z-6'CONCRETE CURB & GUTTER
R2 PROPOSED I'-6'CONCRETE CURB & GUTTER
R3 PROPOSED 6'X 12-CONCRETE CURB
R4 PROPOSED SHOULDER BERM GUTTER
R5 PROPOSED EXPRESSWAY GUTTER
R6 PROPOSED CONCRETE VALLEY GUTTER
R7 PROPOSED 5'00NOL(TH/C CONCRETE ISLAND (KEYED -IN)
S PROPOSED 4CONCRETE SIDEWALK
T EARTH HATER/AL
U EXISTING PAV£NENT
V VARIABLE DEPTH NILUNG
VVI WEDGING DETAIL FOR RESURFACING (SEE DETAIL.SHEET 2A-3)
Y MILLED RUMBLE STRIPS
NOTES.
I. FOR FILL OR CUT SLOPE HEIGHTS l 5, USE 4:l SLOPES
FOR FILL OR CUT SLOPE HEIGHTS 5' l /0'. USE J./ SLOPES
FOR FILL OR CUT SLOPE HEIGHTS > /0, USE 2.1 SLOPES
2. RETAIN EXIST CONC ISLAND FROM -L- STA /3+30.00 TO 13+66.77
3. RETAIN EXIST 2'-6"C&G FROM -L- STA /3+30.00 TO 13+8092 (LT)
4. USE 4.1(MAX) SLOPES INS/DE INTERCHANGE FROM -L- STA 2/+66.86
TO 25+80JO (RT)AND FROM -L- STA 29+4426 TO 32+0793 (LT)
5. PAVEMENT EDGE SLOPES & UNLESS OTHERWISE INDICATED

8' 21,
1.5' 65' m
2
s �
R/
H
EX/STl/yG OA2
GROUND -�
Za :v
OZ
-'
6"
T E/
TYPICAL SECTION NO. 3A
-L- STA 40+87.00 TO 43+10.28 (LT)
-L- STA 51+57.43 TO 53+42.63 (RT)
-L- STA 54+32.16 TO 56+42.27 (LT)
-L- STA 84+09.69 TO 85+68.45 (RT)
-L- STA 116+82.00 TO 118+22.00 (LT)
-L- STA 116+82.00 TO 117+25.00 (RT)
2'
C3 MIN WI
V
El DI
U
NEW FULL -DEPTH PAVEMENT
(SEE T.S. NO. 4)
DETAIL FOR BENCH MILLING (-L-)
ck
VAR/ES VAR/ES
Cl C3 cRAOE R wN R7 Cl C3
POINT P INT
0.02 2,02 VAR 0,02
W/
SUP OP NELA ENT
TOPOSED CHANIZION
APPLIES TO -L-
29.5'
lO
2' 4' l2'
GUARDRAIL
BANE
0.5'
5' 45'
m
uj
2
R/
~
C3 N 2 E
E`AgDG
/7.5'
4mH N LINKCE
Q1
"��OD2
W ELN/NGGX ST IOG
TYPICAL SECTION NO. 313
-L- BIG MILL FARM RD
HOPKINS RD (SR 2649)
295' 1
23'
SEE NOTE 3
0.02 \1 0.02
12'
4'
2' /0yyyy'
BIKE
m
GUARD.
4.5'
-
uj
C3
SEE
NOTE 2
Q
R/
D/ E/
j L L If
VAR/ES
&GRADE TO THIS LINE
TYPICAL SECTION NO. 3
-L- STA 40+33.74 TO 118+22.00
-L- STA 52+00.00 TO 53+23.18 (LT)
U
STI
tlG GRXO'UN
TYPICAL SECTION NO. 3C
-L- STA 117+25.00 TO 118+22.00 (RT)
-L- HOPKINS RD (SR 2649)
26.75' 26.75'
8' 2 4'1 l2' 17.5' 12' 4'
BIKE 8.75' 8.75' BIKE
LANE 55' 325' LANE
L5' 6.5'
9" 4' 9" i
S C3 V Wl NOTE x
4 Wl C3 ti
R/
NN NOTES 5 R7 GRADE
G�UN,G OA2 0`02 POIM 0`02
:�
T El DI T U
D,
34.5'
GRADE TO THIS L/NE
TYPICAL SECTION NO. 4
-L- STA 118+22.00 TO 120+71.00
8'
GROUNDG
I ST
(MIN l'J
TYPICAL SECTION NO. 4A
-L- STA 119+65.00 TO 120+53.52 (RT)
Kimley* Horn
PROJEREFERENCE NO.
SHEET NO.
U-5760
2A-2
ROADWCTAY DESIGN
PAVEMENT DESIGN
0 x
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
Cl
/5' S9551
C `2
25' S9561
C3
Y s95B
C4
3' S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH S95C
DI
4' //9.0C
D2
VAR. DEPTH /19.00
El
4' B25AC
E2
45" B25AC
E3
85' B25.0C
E4
VAR. DEPTH B25DC
J
6, AGGREGATE BASE COURSE
K
0CLASS N SUBGRADE STABILIZATION
L
SELECT GRANULAR MATERIAL
N
GEOTEXT/LE FOR SOIL STABILIZATION
P
PRIME COAT
RI
-6-CONCRETE CURB & GUTTER
R2
/'-6'CONCRETE CURB & GUTTER
R3
8•x /ZCURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5" MONOL/rw CONCRETE ISLAND (KEYED-lN)
S
4'CONCRETE SIDEWALK
T
EARTH MATERIAL
u
EX/STING PAVEMENT
v
MILLING
Vy1
WEDGING
Y
MILLED RUMBLE STR/PS
NOTES:
I. FOR FILL OR CUT SLOPE HEIGHTS < 5. USE 4.1 SLOPES
FOR FILL OR CUT SLOPE HEIGHTS 5' < 10, USE 3.1 SLOPES
FOR FILL OR CUT SLOPE HEIGHTS > IO', USE 2.1 SLOPES
2. RETAIN EXIST PAVEMENT (SEE WEDGING DETA/LSHEET 2A-/)FROM
-L- STA 55+25A0 TO 59+50.00 (RT),STA 6/+50.00 TO 76+25.00 (RT).
STA 80+75.00 TO 85+75.00 (RT),STA 99+25A0 TO ll3+00A0 (LT),AND
STA 115+00A0 TO 118+22.00 (LT/RT).SAWCUT EXIST PAVEMENT M/N/MUM OF
/'FROM GUTTER EDGE
3.SEE PLANS FOR ROADWAY GEOMETRY AND ISLAND (R7)LOCATIONS
4.INSTALL 5"001VOLITHIC CONCRETE MEDIAN FROM -L- STA 118+22.00 TO 119+30.00
5.USE DETAIL FOR BENCH MILLING ADJACENT TO WIDENING (SEE DETAIL THIS SHEET)
6.PAVEMENT EDGE SLOPES /:/UNLESS OTHERWISE INDICATED

EXISTING
GROUND
VAR. \ 2,1
SLOPES 4 i
SEE
NOTE I
GRADE TO
THIS LINE
12'
2'
/7' W/
o
GUARDRAIL
FOPS
=
SEE
SEE
NOTE 2
Q
g
NOTE 4
CL -Yl- US 421 /I-40 BUS/NC 150
12,
12'
30'
12,
12'
12'
12'
l0' PS
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
/5,
5,
i+
Lu
+
5' PS
- --
5' PS
z
J
SEE
2 SEE
V W/ CROWN NOTE 3
POINT
0.0208 EXIST EXIST- - - in
U
VAR/ES
39'-63'
Kimley*Horn
o.1,1
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
X/S = EXISTING
NOTE 2 SEE GROUND
GTE 3 �
CROWN
NpOINf
EXIST EXIST
-�L -----
----- ----- - - - - -
I --
63'
TYPICAL SECTION NO. 5
-Yl- STA 41+50.00 TO 53+35.00
10' 6' 1 15' 12' 12'
/7' W/ /7' W/ 5' 6'
GUARDRAIL o w GUARDRAIL
?� zJ w w ti
y� Q� 10' z ? 12, ?�
EXISTING w w w FOPS SEE 2 FOPS w v
GROUND z o z o NOTE 4 Q
Z 2w 2� C4 Y V Wl g ?�
O =
0.04 0.04 00208 C4
Y V
VAR. 4• 6: - EXIST 0,04
SLOPES 6°/ l55" 6.°/ 4:1
6`I T E3 DI 3-----
U -
VAR. GRADE TO VARIES 155" T
SLOPES 2:1 THIS LINE 3 22 Dl
E3 GRADE TO
EXISTING 30 THIS LINE
GROUND
TYPICAL SECTION NO. 5A
-Yl- STA 41+50.00 TO 42+85.00 (LT)
2'
C4 MIN Wl
V
- - L5'�
D/
U
NEW FULL -DEPTH PAVEMENT
(SEE T.S. NOS. 5 AND 6)
DETAIL FOR BENCH MILLING (-YI -)
C3 03
- IEl 0
N L TH� UN2
USE DETAIL / FOR SUBGRADE STABILIZATION
WITH CURB AND GUTTER SECT/ON AS FOLLOWS:
-L- STA 32+50.00 TO 34+50.00 (LT/RT)(SEE T.S.NO. 2)
DETAIL I FOR SUBGRADE STABILIZATION
2'-6"
CURB &
GUTTER
TIE TO EXISTING
VALLEY GUTTER
1R
DETAIL FOR TRANSITION FROM
2'-6" C&G TO VALLEY GUTTER
APPLIES TO-Y2-,-Y3-,-Y7-,AND -YB-
C3
--- -12,
Iz
U El N K GRADL/NE
USE DETAIL 2 FOR SUBGRADE STABILIZATION
WITH CURB AND GUTTER SECTION AS FOLLOWS:
-L- STA 118+00.00 TO 120+50.00 (LT/RT)(SEE T.S. NOS, 3 & 4)
DETAIL 2 FOR SUBGRADE STABILIZATION
12
TYPICAL SECTION NO. 5B
EXISTING
GROUND
VAR.
SLOPES
-Yl- STA 51+75.00 TO 53+35.00 (RT)
6" APPLIES ONLY TO -L- U
I'OR 3'
Q (SEE CROSS
12 S��O UNDERCUT SECTIONS)
-L- STA 22+25.00 TO 23+25.00 (LT)(SEE T.S. NO. 2)
-L- STA 32+50.00 TO 34+50.00 (LT/RT)(SEE T.S.N0.2)
-L- STA 118+00,00 TO 120+50.00 (LT/RT)(SEE T.S. NOS.3 & 4)
--Y4- STA /4+50.00 TO /6+50.00 (LT/RT)(SEE T.S.AID. 16)
DETAIL FOR UNDERCUT EXCAVATION/SHALLOW UNDERCUT
C3
Tf7GRACE jr0IS L/ryE
USE DETAIL 3 FOR SUBGRADE STABILIZATION
WITH SHOULDER SECTION AS FOLLOWS:
Y4- STA /4+50,00 TO /6+50.00 (LTXRT)(SEE T.S. NO. 16)
DETAIL 3 FOR SUBGRADE STABILIZATION
PROJECT REFERENCE NO. SHEET NO.
U-5760 2A-3
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
Cl
/5' S95B
C `2
25' S95B
C3
Y s95B
C4
3' S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH S95C
DI
4' //9.0c
D2
VAR. DEPTH /19.00
El
4' B25DC
E2
45" B25DC
E3
85' B25.0C
E4
VAR. DEPTH B25DC
J
F AGGREGATE BASE COURSE
K
0CLASS N SUBGRADE STABILIZATION
L
SELECT GRANULAR MATERIAL
N
GEOTEXT/LE FOR SOIL STABILIZATION
P
PRIME COAT
RI
2'-6-CONCRETE CURB & GUTTER
R2
--CONCRETE CURB & GUTTER
R3
B•x /2'CURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5" MONOL/rw CONCRETE ISLAND (KEYED-lN)
S
4CONCRETE SIDEWALK
T
EARTH MATERIAL
u
EX/STING PAVEMENT
V
MILLING
Wl
WEDGING
Y
MILLED RUMBLE STRIPS
NOTES
I.USE 4:1(MAX)SLOPES INS/DE INTERCHANGE FROM -Yl- STA 45+89.44
TO 52+47.87 (LT)
2.INSTALL MILLED RUMBLE STRIPS FROM -Yl- STA 24+12.00 TO 4/+50.00 (LT) AND
FROM -Yl- STA 32+46.00 TO 53+35.00 (RT)
3.MATCH EXISTING CROWN POINT AS CONSTRUCTED BY U-2579BA (BY OTHERS)
FROM -Yl- STA 4/+50.00 TO 53+35.00
4.USE DETAIL FOR BENCH MILLING ADJACENT TO WIDENING (SEE DETAIL. THIS SHEET)
5. PAVEMENT EDGE SLOPES I:I UNLESS OTHERWISE INDICATED

z
z
O
30
12'
VARIES
12,
12'
P'
ITWI
GUARDRAIL
W
FDPS
SEE
NOTE 5
2
C4 Y
C4
V Wl GRADE
POINT
OD4 0.04
0.0206
0.0208 00208 0.0208
EXISTING
GROUND
6:1
- - - - - -
155" /5.5"
- _
VAR. ZI T
E3
DI
U
SLOPES
34'
GRADE TO THIS LINE
EXISTING
GROUND
TN/SQL/NE
TYPICAL SECTION NO. 6A
-Yl- STA 54+48.99 TO 55+05.00 (LT)
-Yl- STA 56+35.00 TO 56+90.45 (RT)
CL -Yl- US 421 /1-40 BUS/NC 150
30`
SEE SEE
NOTES NOTES
2��"& 3 2 & 4
' ""R/ES VARIL52
12'
12'
12'
t
t
t
2'
SEE
NOTE 5
GRADE
0.0208
IfFoO.ROT206
0.0208
1.5" --- ---15r 5
tttttt U j/
34'
GRADE TO THIS LINE
TYPICAL SECTION NO. 6
-Yl- STA 53+35.00 TO 97+22.00 (LT)
-Yl- STA 53+35.00 TO 90+85.00 (RT)
THl5 LINE
TYPICAL SECTION NO. 66
-Yl- STA 56+35.00 TO 63+80.00 (LT)
-Yl- STA 77+50.00 TO 83+00.00 (RT)
OUTSIDE
EXISTING 0'
GROUND o o FDPS
2 C4 C4 Gal
POI
2 OD4 0.04 0.0
VAR.
SLOPES 6:1
/ VAR. T E3
SLOPES Z: GRADE TO
THIS LINE
30'
EXISTING
GROUND
VARIES 12,
0'-I2, ITWI
GUARDRAIL
= FDPS
QL
g0.02084
-YIRPB- US 421 /1-40 BUS/NC 150 RAMP B
-YIRPD- US 421 /1-40 BUS/NC 150 RAMP D
155"
MATCH TYPICAL
SECTION NOS.5 (-YIRPB-)
AND 6 (-YIRPD-)
TYPICAL SECTION NO. 7
-YIRPB- STA 10+00.00 TO 13+04.85
-YIRPD- STA 10+00.00 TO /3+04.85
Kimley*Horn
Onzc
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
EXISTING
SEE GROUND
NOTE l
4:1 VAR.
6:1 clnPFc
PROJECT REFERENCE NO. SHEET NO.
U-5760 2A-4
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
Cl
/5' S95B
C `2
25' S95B
C3
Y s95B
C4
3- S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH 595C
DI
4• //9.cr
D2
VAR. DEPTH /19.0C
El
4' B25M
E2
45" B250C
E3
85' B25.00
E4
VAR. DEPTH B25DC
J
F AGGREGATE BASE COURSE
K
0CLASS N SUBGRADE STABIUZATION
L
SELECT GRANULAR VATERIAL
N
GEOTEXT/LE FOR SOIL STABILIZATION
P
PR/VE COAT
RI
-6-CONCRETE CURB & GUTTER
R2
r-6'CONCRETE CURB & GUTTER
R3
8•x /2'CURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5"VONOL/iw CONCRETE ISLAND (KEYED-lN)
S
4'CONCRETE SIDEWALK
T
EARTH MATERIAL
u
EXISTING PAVEMENT
V
MILLING
W 1
WEDGING
Y
MILLED RUVBLE STRIPS
NOTES:
LUSE 4.1 SLOPES (MAX) INSIDE INTERCHANGE FROM -Yl- STA 58+73.11 TO 65+2680 (RT)
2.REMOVE AND REPLACE EXIST 4' MEDIAN PAVED SHOULDER WITH 5' FULL -DEPTH
PAVED SHOULDER. REMOVE AND RESET EXIST GUARDRAIL P BEH/ND NEW SHOULDER
3.TIE SLOPE TO EXISTING MEDIAN DITCH FROM -Yl- STA 90+85.00 TO 97+22.00 (LT)
4.RETA/N EXIST MEDIAN GUARDRAIL FROM -Yl- STA 90+85.00 TO 97+22.00 (RT)
5.USE DETAIL FOR BENCH MILLING ADJACENT TO WIDENING (SEE DETA/L.SHEET 2A-3)
6.PAVEMENT EDGE SLOPES /:/UNLESS OTHERWISE INDICATED

z
z
0
-YIRPB- US 421 /1-40 BUS/NC 150 RAMP B
-YIRPD- US 421 /1-40 BUS/NC 150 RAMP D
OUTSIDE INSIDE
zJ
Q-(i 4' 4'
L'i "Z FOPS FDPS W EXISTING
C-7 ? GROUND
GRADE _
POINT
0.02 0.02 002 OD8
OD8 4:1 _
EXISTING 6:/ —
GROUND 6:1 6:1 VAR.
lI" SLOPES
::VAR. 711,AIE
EI T
LOPES 2•
TO THIS LINE
— — CTION NO. 8
—YIRPB— STA 13+04.85 TO 2/+12.76
—YIRPD— STA /3+04.85 TO /9+86.45
-YILPB- US 421 /1-40 BUS/NC 150
LOOP B
VARIES 2' 2' I4'
2' MIN SEE
NOTE I
MATCH TYPICAL MATCH TYPICAL
SECTION NO.6 EXISTING SECTION N0.6
C4 Rl GROUND
GRADE
POINT
0102
0.0208
GRADE TO J
THIS LINE
TYPICAL SECTION NO. 9
—YILPB— STA 10+00.00 TO 12+23.27
EXISTING
GROUND
EXISTING
GROUND
PROJECT REFERENCE NO.
SHEET NO.
Kimley>>)Horn
U-57G
2A-5
ROADWAY DESIGN
PAVEMENT
DESIGN
O x
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
-YILPD- US 421 /1-40 BUS/NC 150
LOOP D
I SEE
1 NOTE 2
GRADE TO
THIS LINE
TYPICAL SECTION NO. 10
0.02
—YILPD— STA 10+00.00 TO I2+23.42
-YILPB- US 421 /1-40 BUS/NC 150 LOOP B
-YILPD- US 421 /1-40 BUS/NC 150 LOOP D
TYPICAL SECTION NO. 11
—YILPB— STA /2+23.27 TO /7+08.66
—YILPD— STA 12+23.42 TO /6+05.58
EXISTING
GROUND
EXISTING
GROUND
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN)
Cl
15' S95B
C `2
25' S95B
C3
Y s95B
C4
3- S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH 595C
DI
4• 119.GC
D2
VAR. DEPTH 119.00
El
4' B25M
E2
4e B25-
E3
85' B25.00
E4
VAR. DEPTH B25DC
J
F AGGREGATE BASE COURSE
K
0CLASS N SUBGRADE STABILIZATION
L
SELECT GRANULAR MATERIAL
N
GEOTEXTILE FOR SOIL STABILIZATION
P
PRIME COAT
RI
2'-6'CONCRETE CURB & GUTTER
R2
P-6'CONCRETE CURB & GUTTER
R3
8'X tz CURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5" MONOL/rw CONCRETE ISLAND (KEYED -IN)
S
4CONCRETE SIDEWALK
T
EARTH MATERIAL
u
EXISTING PAVEMENT
V
MILLING
W/
WEDGING
Y
MILLED RUMBLE STRIPS
NOTES:
1. MATCH LEFT SIDE OF TYPICAL SECTION NO.6A FROM -YILPB- STA /O+OODO TO /0+20.9/(RT)
2. MATCH RIGHT SIDE OF TYPICAL SECTION NO.6A FROM -YILPD- STA I0+00D0 TO /0+39.74 (RT)
3. PAVEMENT EDGE SLOPES &UNLESS OTHERWISE INDICATED

z
z
O
EX15-FING
GROUND
V/
S/
EXISTING
GROUND
EXISTING
GROUND
V/
S/
EXISTING
GROUND
Ck -YIRPB- (i -YILPB-
TYPICAL SECTION NO. 12
-YIRPB— STA 21+12.76 TO 24+04.21
—YIRPB— STA 17+08.66 TO 19+87.47
Ck -YIRPD- Ck -YILPD-
TYPICAL SECTION NO. 13
30 — —YIRPD— STA 19+86.45 TO 22+53.88
—Y1LPD— STA 16+05.58 TO 18+68.35
EXISTING
GROUND
0.5
-Y2- TIMBERVIEW DR
-Y3- SELWYCK LN/LAMSHIRE RD
-Y8- E SUTTER LN
in, I P" VARIFC I I/ARIFC 19, In,
14'W/GR
2'-l6'
2'-l6'
14'W/GR
C3
C3
5
s
POINT
0A2
0.02
0.02
SEE 7• 7' SEE
NOTE 2 NOTE 2
E/ E/
GRADE TO
THIS LINE
TYPICAL SECTION NO. 14
—Y2— STA 11+22.00 TO 13+28.41
—Y2— STA /3+83.42 TO 17+40.00
—Y3— STA 12+25.00 TO 14+78.61
—Y3— STA 15+33.63 TO 16+75.00
—Y8— STA 14+03.52 TO 15+25.00
F
EXISTING
GROUND
KimlepoHorn
Onzc
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
EXISTING
GROUND
EXISTING
GROUND
PROJECT REFERENCE NO. SHEET NO.
U-5760 2A-6
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
Cl
/5' S95B
C `2
25' S95B
C3
5' s95B
C4
3- S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH S95C
DI
4' 119Dc
D2
VAR. DEPTH /19.00
El
4' B25DC
E2
4e B25DC
E3
85' B25.0C
E4
VAR. DEPTH B25DC
J
F AGGREGATE BASE COURSE
K
IZCLASS N SUBGRADE STABILIZATION
L
SELECT GRANULAR MATERIAL
N
GEOTEXT/LE FOR SOIL STABILIZATION
P
PR/ME COAT
RI
2'-6'CONCRETE CURB & GUTTER
R2
1-6-CONCRETE CURB & GUTTER
R3
B'x /ZCURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5" MONOL/rw CONCRETE ISLAND (KEYED-lN)
S
4'CONCRETE SIDEWALK
T
EARTH MATERIAL
u
EXISTING PAVEMENT
V
MILLING
Wl
WEDGING
Y
MILLED RUVBLE STRIPS
NOTES.
I.SEE PLANS FOR ISLAND (R7)LOCAT/ONS
2.SEE PLANS FOR SIDEWALK LOCATIONS ALONG -Y2- AND -Y8-
3.PAVEMENT EDGE SLOPES h1 UNLESS OTHERWISE INDICATED

-Y3- SELWYCK
LN/LAMSHIRE RD
-Y5- ASHLEY
PARK DR
-Y6- WOODFIELD DR
-Y7- REGENTS
PARK RD/TIMBERWOOD TRL
-Y8- SUTTER
LN
l0' 2' VARIES VARIES 2' 10'
14'W/GR 9'-16' 9'-16' 14'W/GR
SEE SEE
NOTE 2 NOTE 2
EXISTING SEE
GROUND
rEXISTING
GROUND
NOTE 3
Rl Rl
- C3 GRADE WI V C3 1
2 2°
--
0.02 POINT 0.02
0.02 0.02
"sEEElNOTEl
EI
RIES
nU
GRADE T
THIS LINE
TYPICAL SECTION NO. 15
-Y3- STA /0+50.00 TO 12+25.00 (USE R&
-Y3- STA 16+75.00 TO 17+50.00 (USE R&
-Y5- STA 10+27.50 TO 10+58.16
-Y6- STA 10+27.91 TO 10+65.63
-Y7- STA 13+03.16 TO 13+66.27
-Y7- STA /4+47.04 TO /4+90.83
-Y8- STA 12+77.96 TO 13+27.52
a
0
-Y8- STA 15+25.00 TO 16+30.00 (USE R6)
-Y4- HOPKINS RD (SR 2694)
8'
VARIES 12' 2' 8' 8'
0'-12'
2' PS
SEE 2' PS
NOTE 3
C3 V Wl Wl V C3
GRADE
POINT
EXISTING 008
0.02 0.02 0.02 0.08
GROUND
-� 4.•
�- 21
T
- - - -
75" L 7 5"
2 T
VARIES
GRADE TO THIS LINE
TYPICAL SECTION NO. 17
-Y4- STA 19+04.18 TO 24+55.00
- `EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
2'
Wl MIN C3
V
El OR
U
NEW FULL -DEPTH PAVEMENT
(SEE T.S. NOS. /5 THROUGH 19)
DETAIL FOR BENCH MILLING (-Y-)
Kimley*Horn
Onzc
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
-Y4- BLUFF
11
-� EXISTING
GROUND
THIS -LINE
TYPICAL SECTION NO. 16
-Y4- STA 12+00.00 TO 18+03.16
-Y5- ASHLEY PARK DR
-Y6- WOODFIELD DR
-Y7- TIMBERWOOD TRL
R' VARIFC I VARIFC R'
SEE
NOTE 3
C3
GRADE
M
INT
OAS0.02
008
7" 7"
T El U NOTE / EI T
VARIES
GRADE TO
THIS LINE
TYPICAL SECTION NO. 18
-Y5- STA 10+58.16 TO /1+42.00
-Y6- STA 10+65.63 TO /0+75.00
-Y7- STA 12+50.00 TO 13+03.16
-Y7- STA /4+90.83 TO 16+70.00
EXISTING
GROUND
2.�
PROJECT REFERENCE NO. SHEET NO.
U-5760 2A-7
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
Cl
/5' S95B
C `2
25' S95B
C3
Y s95B
C4
3' S95C
C5
VAR. DEPTH S95B
C6
VAR. DEPTH S95C
DI
4• 119.oc
D2
VAR. DEPTH /19.00
El
4' B25AC
E2
45" B250C
E3
85' B25.0C
E4
VAR. DEPTH B25DC
J
F AGGREGATE BASE COURSE
K
0CLASS N SUBGRADE STABILIZATION
L
SELECT GRANULAR MATERIAL
N
GEOTEXT/LE FOR SOIL STABILIZATION
P
PR/ME COAT
RI
2'-6-CONCRETE CURB & GUTTER
R2
/'-6'CONCRETE CURB & GUTTER
R3
8' x /Z CURB
R4
SHOULDER BERM GUTTER
R5
EXPRESSWAY GUTTER
R6
VALLEY GUTTER
R7
5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
S
4'CONCRETE SIDEWALK
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V
MILLING
W/
WEDGING
Y
MILLED RUMBLE STRIPS
NOTES:
I. REMOVE AND REPLACE EXIST PAVEMENT FROM -Y7- STA /3+25.00 TO /3+6627
AND FROM STA /4+47.04 TO /5+50.00
2.SEE PLANS FOR SIDEWALK LOCATIONS ALONG -Y8-
3.USE DETAIL FOR BENCH MILLING ADJACENT TO WIDENING (SEE DETAIL"THIS SHEET)
4. PAVEMENT EDGE SLOPES l:l UNLESS OTHERWISE INDICATED

Y
PROJECT REFERENCE NO. SHEET NO.
s
Kimley >>
Horn U-5760 2B-,
F�
°j e�
O
ROADWAY DESIGN
0'' ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
t�
N
RALEIGH, NC 27601
_
GQ
w��-w.r xn.
N
Z
+
corar. eEv.
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5 °
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00
Q
W 02 02
r rr
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Q
Q
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gt" V '° I
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H UNLESS ALL SIGNATURES COMPLETED
¢
CR NG 1c,� 5 S
o
tis
y cNc sO,
'G
-YIRPB- PT Sta.
5L52Lr r r
z
} -YIRP - POT t 4+4 =
/'LAND 6G
-L- POT Sto.33+06J1
s 5 R o + -YILPD- ST Sto.
—Y/RP8-
S 8942'32J'
+7n lop
cR A-
0 = 85'
+
2"I�
+ ^h
5' �Nc
-YILPB- POT Sto. 20+27J2 =
+ LY/RP)
4' PS
z-6' C&G v c ISLAND
-L- POT Sto. 32+78.00
—CR
m
�
SL
m
xAn
A, p5 w w o w N o
0 0 0
-YILPD- POT Sto.19+08J6 =
-L- POC Sto.20+85.00
P
Ps -Y/LPB-
g
p� cR ti 55'R ��D
S 89' 4Z 32J° E
= 83•
s
-YIRPD- POT Sto. 22+9356 =
,� `by �^n
Z CONC ISLAND
sdRat
-L- PT Sto. 3/+11.67
-L- POC Sto.20+56.8
,� s
-YILPB- ST Sto.19+0592
{
= 84 44' 33A"
x �� �`�i
'
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20
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+ l Y/ P
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+66
R
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-L -/ -YIRPD -/
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-L -/ -YIRPB -/ -YILPB -
SEE SHEET NOS.4 AND 5 FOR PLAN
SEE SHEET NDS.5 AND 6 FOR PLAN
lz I 1z 12' `
+00
N
i0 ar
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-Y2- PT Sto.13+46.90
: i
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1 LY' -Y3- PT Sto.16+49.88
. dry S•�Nc �%1i D
p o Sipes R
/2' ; 12401 L
40'R I9, INC S
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5'COi C S/DEY
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40'R + (Y 1
+ 7 !Y )
CR
35'R
oM
i rr)
-Y2- POC Sto.11+22.00
+a ) : -L- POT Sto.40+33.74 =
+ T's
coNc
27 L -Y2- POT Sto.13+55.9/
,L= 88' 23' 25ff
60'R
ICOG C GUARDRAIL o
S 6 3 R�
_
W
R�
-Y3- PT Sto.12+39J3
?'F
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-L- POT Sto. 53+93.64 =
0
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-Y3- PC Sta. 15+4125
h
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p
-Y3- POT Sto.15+06J2
�,
p I o
o Q
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Z E g `�
g
875' LT
L P �LLN
2' 101 LT
P
I NT ERSECT lON
+�
lr r
oY
DETAILS
Q TRANSITION FROM 2-6'C&G TO
yP o2
VALLEY GUTTER ALONG RADIUS (TYP)
SEE DETAIL. SHEET 2A-3
-L-1-Y2-
25 0 50
m TIE TO EXISTING VALLEY CURB
® TIE TO EXISTING SIDEWALK
SEE SHEET N0.6 FOR PLAN
[L] TRANSITION FROR 0-6'C&G TO
VARY GUTTER ALONG RADIUS (TYP)
SEE SHEET 80.7 FOR PLAN
SEE DETA/LSHEET 2A-3

Y
2023 ADT _yq_ DHV = 9%
2040 ADT BLUFF SCHOOL RD DIR = 55%
Kim Horn
PROJECT REFERENCE NO. SHEET NO.
U-5760 2B-2
TTST = 1%
1200 DUAL = 2%
ey >>
ROADWAY
1300
0....
ENGINEER
O
421 FAYETTEVILLE STREET,SUITE 600
l0o 500
N
RALEIGH, NC 27601
8600 100 I 11000 10700
J
��
a
xwH�_wev R.
{- 9400 14900 HOPKINS RD
BIG MILL
corar. eEv.
----�� ISR 26491
FARM RDf3.00
17001 3 00
�\
M
DHV = 10% DHV - 10%
DIR = 60%TTST 1100 5600 TDIR -TST = 1%
1
\ O
\ ZCl
DUAL = % 5600 DUAL = 2% 3=' \2' n
Q
\z o -Y7- PT Sta. 16+68.98
HOPKI S RD DHV = 10%
SR 2649) DIR = 60%
TTST = 1%
ti
('s •. `9i +
° �`,
�Q a
J_ �y `g
Ca °•. , �� L
+/ 7() Zn
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DUAL = 2%
`f-''
+
)
c'.
�3
N a mp
+ 7 �-
+
ra,
-L- POC Sta. 86+26.47 =
E D CO STRUCTION
+�
+2+
-Y7- POC Sto.14+078�' °
9°
o +9
+
A _ 106' 55' 49.0" z �° 000
7arra,
-Y4- PT Sto.19+52.64
S 89' 26' 22A' E $ ol� R�
5 ya
za'INC
-Y7- PT Sto.12+74.06 R ytla �''
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=
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=
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I
4
-Y7- POC Sto. 12+SO,00 +a IY7 R
-Y4- POC Sto. /8+53.39 + 1e
0 = 129 3/' 46.0'
+
3025' RT
-Y7- PC Sto.13+5684 �' 2
o -L-
PC Sta. 84+92.00
r
-T 12' 6a R
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—L-/-Y7-
* TRAFFIC SIGNAL
SEE SHEET NOS.7 AND 8 FOR PLAN
SEE SHEET NOS. 9 AND l0 FOR PLAN
OCN
$
Q
?� yo -L- AOT Sto.120+96.45 =
u�
Z
J/
9- POT Sto.13+43.82
4
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+�
:•
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-L- PC Sto.107+27J9�
iz , z
00
o
N �a /
z
� -Y9- PC Sto.13+89A?l
o
2d0�
Z
-L- POT Sto.107+19J5 =
+7 r) +h
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-Y9- PT Sto.13+3889
-Y8- POC St 13+66A2
21 +7 , + Y ,
oq
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aoR ScoN
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-Y9- PC Sta. 16+0083
-L- POC Sto.120+7/A0
-Y8-
R
/
+
FLO]IEP
A
-Y9- PC Sto.12 700
a
SUTTER
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`•
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1z
2023 ADT W MOUNTAIN 5T DHV = 9% �,� v+
2040 ADT CR
DIRTTS
z u o
-Y8- PRC
Sto.13+94.92
950o = zz i20 ' a
SEE SHEET N0.12 FOR PLAN
+
+8812 i�02 Z-10200
?49.66
DUAL = 2% /5'R5 (plz °.
+^
°. 9
* TRAFFIC SIGNAL
e Vi
•. ":
2100 1300 NC-66 a
laR', o ~
03
N =
8900 30001 CO11200 OLD HOLLOW p2 c
13600 J 15400 RD CR cr
e'
INTERSECTION
*13.66n
c� 0q tZ1
QO
HOPKINS RD DHV = 9% OV
ISR 2649) 1400 4600 DIR = 60% , z +58
2000 5200 TTST = 1% ', 01'
DETAILS
�05+�0
DHV - 10% DUAL = 2%
DIR = 60% 12100
TTST = 1%
-L- PT Sta. 105+88J2
-L -/ -Y8
_
12800 aR nZ +22
DUAL = 2%
N CR
v`.
25 0 550
Q TRANSITION FROM Z-6"C&G To
NTT I
W MOUNTAIN ST DIR 5 % 4.
TTI
VALLEY GUTTER ALONG RADIUS (TYP)
SEE SHEET N0. 11 FOR PLAN
TTST = 2% `
SEE DETAIL SHEET 2A-3
DUAL - 2%

z
O
rr
Kimley>>)Horn
PROJECT REFERENCE NO. SHEET NO.
U-57IG 2DES
ROADWAY DESIGN PAVEMENT DESIGN
0—
ENGINEER ENGINEER
-YIRPB- SC Sto. 12+00.00
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
r-0F_war xEv.
-Yl- Sto. 44+50,00 (5195 LT)
-YIRPB- Sto. 11+6476 (4' RD
GORE WIDTH - O-W
25 0 50
Q
-Y1- Sto. 44+00.00 (5P LT) =
Q
-YIRPB- Sto11+1495 (1.67'RT)
GORE WIDTH = 0,W
Ln
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Yl- Sto. 43+50p0 151'LT1 =
-YIRPB- Sfo.10+65A0 (030' RT)
GORE W/0TH = OAO'
-Yl- Sto. 43+00,00 (5/' LT) =
-YIRPB- Sta.10+15A0 (OAI'RT) L(-r 25
C
P
GORE WIDTH = 0,W I
-Yl- POT Sto.42+85.00 (5/' LT)
R P B /
5
A, P
cp
---------------------------------
--------------------------------- l0' PS
cc
o 0
Ln
N
-YIRPB-
0
F N 0 0
0
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---------------------------------
F
N
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N
O
k
N
O
N
O
028
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O O
N N
O
c,
O
F
----------------------------- ____
F N F
N
F
F RETAIN EXIST PAVEMENT N
0
------------------------
0 0
-------------
0
---- \ -------------
0 N
----------
0
--------------- -- ----
0
----------------------------------------------------------------------------------------------------------------------------------
RETAIN EXIST 5' PS -Y/-
-------------
----------
-----------------------
US 421/1-40 BUS/NC 150
-Yl- Sto. 45+89.44 (77J5' LT) =
-YIRPB- Sto.13+0495 Pe RT)
-Yl-
AND
-YIRPB- GORE DETAIL
GORE WIDTH = 26.15'
SEE
SHEET 5 FOR PLAN
4 (7 T) _
-YI- Sta. 45+50m (6729 LT) _
-Y/RPB- Sto.l2+1489 (4'RT)
GORE WIDTH = 6_
-YIRPB- Sto.12+6550 (4'RT)
GORE WIDTH = 1629'
-YI- Sta. DZ+4Y2fY (tl6b2' LI) =
-Y/LPB- Sto. 12+2559 (6' LT)
GORE W/DTH = 3550
-YI- Sta. 52+50.00 (8324' LT) =
Q
-YILPB- Sfo.12+23J7 (6' LT)
Q
GORE WITH - 3224'
+
-YILPB- SC Sto.12+00.00
Ln
-YI- Sta. 53+00A0 (6285' LT) _
-YILPB- Sfo.11+69.6/(6'LT)
GORE WIDTH = 1185'
o�
f�
-YILPB- TS SID.10+00.00 =
o
-Yl- POT Sto. +69.8I (5I' LT)
R
10000
/0' PS
v
0
0 Ki N
0 F
0
F N
0
0
N
035
0
c)
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F
F N
N
N
F
o N
RETAIN EXIST PAVEMENT 0
o
N
o
5' PS 0
0
0
N
F
------------------------------------------------------------------------------------------------------------------------------------
RETAIN EXIST 5' PS -Y/-
US 42//1-40 BUS/NC 150
-Yl- Sfo. 54+5pA0 (5Y LT) _
-Yl- AND -Yl LPB- GORE DETAIL
GORE W/DTH/0+O� A3'LT
SEE SHEET 5 FOR PLAN
-Yl- Sto. 53+50,Op (5/J9' LT)
I -Yl- Sto. 54+00.07 (51' LT) =
-YILPB- Sfo.11+19.17 (6'LT)
-Y/LPB- Sta.10+6976 (123'LT)
GORE WIDTH = OJ9'
GORE WIDTH = DAY

NON -WALK SURFACE y y y y
NON -WALK SURFACE_: y y y y y y \
y y y y y y y y y y y y y y y y y y y
y y y y y y y y y y y y y y y y y y y y y y \ \\
y y y y y y y y y y y y y y y y y y y y
y
y y y y y y y y.y y y y y y y y y y y y y u \ ✓
y J y y u _ y y y y y y y y y y y \ y y y
y y y y 6" x 12" CONCRETE CURB y y y y y y
6" x 12" CONCRETE CURB y y y
y y y y y y y y y y y y y y y y y
DETECTABLE WARNING 3
DETECTABLE WARNING O y y y y y y y SURFACE SEE R.S.D.N.848.05 y"" y" y
SURFACE SEE R.S.D.N. 848.05 y y y y y o y
LANDING WIDTH
y y y y y y y y
LANDING WIDTH " '' " '' '' '' '' '' " " S' MIN
5'MIN
y y y y y y 2-6" CURB & GUTTER-
2 -6" CURB & GUTTER y y y y
y
SIDEWALK WIDTH
SIDEWALK WIDTH 5'MIN.
5'MIN.
TYPE 1 B
T T r- c L
6" x 12" CONCRETE CURB
DETECTABLE
NG
SURFACE SEE S.D.8.05
00 0
o Y-0" MAX ....NN....
SLOPE.ZERO +2.00% 0 0 0 0
SIDEWALK O o 0 0 0
5'MIN _\ _ o 0 0 0 33 .` SEAL
o 0 0 0 022966
PAY LIMITS FOR 1 CURB RAMP 0 0 0 0 ---------- ---- %;S"'Hwj6a�`
CONCRETE DEPRESSED CURB
• ►,
DEPRESSED 2-6- GRADE 4'-0„
lO BREAK
8.33% (12:1) MAX RAMP SLOPE CURB % GUTTER MIN
8.33% (12:1) MAX SLOPE UNLESS
NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
CONTRACT STANDARDS
2 CROSS SLOPE: 2.00% AND DEVELOPMENT UNIT
TYPE 1
3O CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING Office 919-707-6950 FAX [phone]
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE CURB RAMPS
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB. n i r a r t i n n n l R m m n c
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES

O W � NON -WALK SURFACE
SIDEWALK AREA
6" x 12" CONCRETE CURB
O
DETECTABLE WARNING o
SURFACE SEE STANDARD 848.05
LANDING WIDTH
5 MIN �. w .i.
�j � �W W w W w
TYPE 2
SIDEWALK AREA
SIDEWALK WIDTH
5'MIN.
DEPRESSED
CONCRETE CURB
h" CnNCRF.TF. CTIRR
2-6" CURB AND GUTTER
SIDEWALK WIDTH
S'MIN
SIDEWALK WIDTH
PAUN
SIDEWALK WIDTH
PAUN
2'-6" CURB & GUTTER
4'X 4'
MIN LANDING
BEHIND BACK OF CURB
Erg PAY LIMITS FOR 1 CURB RAMP
OI 8.33% (12:1) MAX RAMP SLOPE
l 2 1 CROSS SLOPE: 2.00%
OCURB RAMPS REQUIRE A (4'-0) MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
RAMP\LANDING WIDTH
SIDEWALK AREA
5'MIN
6" x 12" CONCRETE CURB O \\
\ U
Su*1 , -'' 2'-6" CURB & GUTTER
140K W ,
--'' DETECTABLE WARNING 0, nn
SURFACE SEE STANDARD 848.05 ��FECA O`%9
6" CONCRETE CURB
SEAL
TYPE 3 S
�
uj.....
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES

C1IUMOMMINO /P(r
SIDEWALK AREA
DETECTABLE WARNING \\
SURFACE (TYP)
RAMP WIDTH oo ��0
4' MIN
SIDEWALK WIDTH
5'MIN
8.33 %
MAX RAMP SLOPE
3 (TYP)
\ \��
/ \10%\
�oo \
10%
�- oo DEPRESSED 2-6"
CURB & GUTTER
DEPRESSED 2-6"
CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
6" CONCRETE CURB
SIDEWALK WIDTH
5' MIN
DEPRESSED 2-6"
CURB .rN. GUTTER
DETECTABLE WARNING
SURFACE (TYP)
DEPRESSED
21-6" CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
TYPE 4 A
BY FLARE SLOPE)
PAY LIMITS FOR 2 CURB RAMPS
SIDEWALK WIDTH
S' MIN. 6" CONCRETE CURB
SIDEWALK
5' MIN.
O(TYP)
JL� Ol (TYP
,� �c \\\tea, •�- y y y oL-r,AliY
`2 (TYP)
i
6" CONCRETE CURB
/o
SS��ggppgg gg 10% 10% 24" TYP.
DEPRE3'JD ) o
� 12" MIN.
CURB & GUTTER
RAMP WIDTH
4'MIN.
DETECTABLE WARNING
DEPRESSED 2-6"
CURB & GUTTER
(HEIGHT VARIES
TYPE 5 CURB REVEAL DETERMINED
BY FLARE SLOPE)
oQ:�HICA Rpl����
022966
I NEFQ''c,.`,3
,UINIo
lO
8.33% (12:1) MAX RAMP SLOPE
DOCUMENT NOT CONSIDERED FINAL
OCROSS
SLOPE. 2.00%
UNLESS ALL SIGNATURES COMPLETED
CONTRACT STANDARDS
O
CURB RAMPS REQUIREA (4'-o") MINIMUM LANDING
AND DEVELOPMENT UNIT
office 91 FAX [phone]
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
CROSS
WITHOF
o WHERE TURNING MANEUVERS.
CURB RAMPS
V
SLOPE TO DRAIN TO CURB.
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES

PAVEMENT
---"
DETECTABLE VVARN
(SEE RDWY. STD.
S
MONOLITHIC CONCRETE ISLAND
o-"
DETECTABLE WARNING
SURFACE (TYP)
oo� o00
90,• o00000
� l
o°o
000
°
7'--0" MIN
DIAMETER LANDING
- S'4"
MIN (TYP)
MONOLITHIC CONCRETE ISLAND
(SEE STANDARD 852,01)
kgRYq
Ty To
�0
PAVEMENT
MEDIAN ISLAND
WITH CUT THROUGH
MONOLITHIC
CONCRETE ISLAND
90 ^
TRIANGULAR ISLAND
WITH CUT THROUGH
PAY LIMITS FOR 2 OR 3 CURB RAMPS
(CALCULATE BASED ON NUMBER OF
SETS OF TRUNCATED DOMES)
TRIANGULAR ISLANDS MAY BE CONSTRUCTED WITH ONLY
2 POINTS OF ENTRY AND EXIT AS SHOWN IN THE
ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER.
R(?jno /20
/M
�\ o
\\ F A_
9 Mpk Ramp Limits
of Payment
Shared
uand'n
C)
FI ra e
�T
v
MEDIAN ISLAND
CURB RAMPS
�. 2.:oFESS
a�
SEAL
022966
Ho
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SPEC. :stds/2012CurbRamp/Cu rbRmpDetails.tlgn aj

PROJECT REFERENCE NO. SHEET NO,
U-5760 2C-5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
25'-0"
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LINE POST BREAKAWAY POST OFFSET BLOCK
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STEEL TUBE
TS 6"X8rXO.1875rr
SHEET 6 OF 8 SYSTEM PARTS SHEET 6 OF 8
862D02 862DO2
CONTRACTS STANDARDS
�.oH`Ctikp AND DEVELOPMENT UNIT
aet;........-, �, Office 919-707-6950 FAX [phone]
"p SEAL 9
i, 022966 SEE TITLE BLOCK
•�•F'1'C INE`�P'�:
ORIGINAL BY:J.HOWERTON DATE: 3-7-2018
MODIFIED BY: DATE:
CHECKED BY: DATE:
FILE SPEC.:

PROJECT REFERENCE NO. SHEET NO.
U-5760 2C-6
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THRU RAIL AND
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AND STD. WASHER
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SEAL " =
CONTRACTS STANDARDS
022966
AND DEVELOPMENT UNIT
`,6*G e;
Office 919-707-6950 FAX [phone]
I
A.T.-1 SYSTEM
ORIGINAL BY: DATE:
MODIFIED BY: DATE:
DOCUMENT NOT CONSIDERED PINAL
CHECKED BY: DATE:
UNLESS ALL SIGNATURES COMPLETED
FILE SPEC.:

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862D01
STD. LINE POST @ 6'-3" SPACING
)R ANCHOR ASSEMBLY MIN. OF 50' PAY LIMITS
APPROACH LENGTH OR MIN. 25'
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I� LOW FILL CULVERT �I I
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STANDARD POSTS AND
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SECTION A -A
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6" MINry
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CULVERT I I
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PLAN
STD. LINE POST @ 6'-3" SPACING
OR ANCHOR ASSEMBLY MIN. OF 50
APPROACH LENGTH OR MIN. 25'
WEAKENED TRAILING LENGTH REQUIRED)
WOOD POST
(TYP.)
W-BEAM RAIL
50'
i" 25'-0" 1 1 25'
B7 C,
LOW FILL CULVERT 3
(OR ANY LOCATION WHERE FULL is o 3
12" LENGTH POST CAN NOT BE USED)
;LEAK (MIN. ) B►� C►J
6'-0" LONG WEAKENED WOOD POSTS WITH WOOD OFFSET BLOCKS
ELEVATION
25'-0" GUARDRAIL SPAN
`5'g" DIA. BOLT 31, 8" 6"
WITH WASHER
I I I I I 3X4„
i� DIA.
v--- -- --- i
�'' M IIIiI
STANDARD P T AND
ROUTED OFFSET BLOCKS
SINGLE
W-BEAM
RAIL
GENERAL NOTES:
III I I 1, LAP RAIL IN THE DIRECTION OF TRAFFIC FLOW.
WOOD OFFSET BLOCK _._ ._. 2. SEE ROADWAY PLANS FOR LOCATIONS AND CONTINUATION OF RAIL OR END SECTIONS
3. MINIMUM DISTANCE OF 5 FEET BEHIND THE GUARDRAIL SHOULD BE CLEAR OF ANY
a II FIXED -OBJECT HAZARDS THAT COULD SNAG AN IMPACTING VEHICLE.
IIIiI � III I
3'/2„ DIA. --- - --- -
HOLES
I�IIIII III III
WEAKENED III III
WOOD POST III
SECTION C-C FRONT
WEAKENED WOOD POST
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DETAIL 1
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Fill
Natural b•1 �tigt Slope
Ground D F\O
d
Geotextile Min, D= 1.5 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1 Ft.
FROM STA.60+10 TO STA.61+50 -Yl- (RT)
DETAIL 4
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural •\ Ot Fill
Ground .7 D \Pt�et Slope
d
Geotextile B
Min, D= 2.5 Ft.
Max. d = 2.0 Ft.
B = 3.0 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 16+15 TO STA. 17+00 -YIRPB- (LT)
DETAIL 8
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Natural 1 °� t Fill
Ground 6.� D F\ot�g Slope
Min. D= 1.0 Ft.
FROM STA. 88+00 TO STA. 89+50 -Yl- (RT)
DETAIL 12
SPECIAL CUT DITCH
(Not to Scale)
Front
°t Ditch
Natural 7 0� 3 \duet Slope
Ground D F
Min. D= 1.5 Ft.
FROM STA. 47+25 TO STA. 48+25 -L- (RT)
FROM STA. 49+00 TO STA. 51+50 -L- (RT)
FROM STA. 55+75 TO STA. 58+00 -L- (RT)
FROM STA. 111+65 TO STA. 114+00 -L- (RT)
IIFTAII 7
LATERAL 'V' DITCH
(Not to Scale)
b
Natural Fill
Ground ? I �•\ D 1"/Ft. Slope
Min. D= 1.5 Ft.
b= 5 Ft.
FROM STA. 58 + 90 TO STA. 59 + 50 -Yl- (LT)
DETAIL 5
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Natural 1 0� t Fill
Ground a, F? 7 \o�tg Slope
D
Dryer
Min, D= 1.5 Ft.
FROM
STA. 29+50 TO
STA. 32+00 -L- (LT)
FROM
STA. 46+00 TO
STA. 47+25 -L- (RT)
FROM
STA. 51 + 50 TO
STA. 52 + 10 -L- (RT)
FROM
STA. 103 + 30 TO
STA. 106 + 00 -L- (LT)
FROM
STA. 111+85 TO
STA. 116+50 -L- (LT)
FROM
STA. 80+50 TO
STA. 80+80 -Yl- (LT)
FROM
STA. 94+00 TO
STA. 97+00 -Yl- (LT)
FROM STA. 14+57 TO STA.
15+85 -YIRPB- (RT)
FROM STA. 13+35 TO STA.15+00-Y1LPD- (LT)
DETAIL 9
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Fill
Natural jd
or A'NtSlope
Ground 7. D
Geotextile Min. D= 2 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1.5 Ft.
FROM STA. 80 + 80 TO STA. 82 + 00 -Yl- (LT)
FROM STA. 89+50 TO STA. 90+00 -Yl- (LT)
FROM STA. 10+31.24 TO STA. 11+00-Y1RPD- (LT)
nFTAII 1
DETAIL 3
LATERAL BASE DITCH
(Not to Scale)
Natural r-
Ground ?.� D �A 1' Ft. Fill
Slope
o Min. D= 1 Ft.
�. B= 2 Ft.
b = 5 Ft.
FROM STA. 58+30 TO STA. 58+80 -Yl- (LT)
DETAIL 6
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Fill
Natural ttg< Slope
Ground ? I D F\a
d
Geotextile Min. D= 2 Ft.
Type of Liner= Class 'B' Rip -Rap Max. d= 1 Ft.
SPECIAL CUT DITCH
( Not to Scale)
Front
t Ditch
Natural j'1 et Slope
Ground 3 7 D\o
Min. D=1.5 Ft.
FROM
STA. 43 + 00 TO
STA. 44 + 50 -L-
(RT)
FROM
STA. 44 + 50 TO
STA. 45 + 50 -L-
(RT)
FROM
STA. 14 + 10 TO
STA. 15 + 75 -Y2-
(LT)
FROM
STA. 15 + 75 TO
STA. 17 + 00 -Y2-
(LT)
FROM STA. 29+00 TO STA. 29+50 -L- (LT)
FROM STA. 54+40 TO STA. 55+75 -L- (RT)
DETAIL 10
SPECIAL LATERAL BASE DITCH
(Not to Scale)
Natural
G ou d �er D 3 °otet Sloope
d
Geotextile B
Min. D= 2 Ft.
Max. d = 1 Ft.
B = 2 Ft.
Type of Liner= Class 'B' Rip -Rap
FROM STA. 66+55 TO STA. 69+50 -Yl- (LT)
FROM STA. 90+00 TO STA. 91+00 -Yl- (LT)
DETAIL 14
TOE PROTECTION
( Not to Scale)
t�et
id
Natural L� �\�S\°pe
Ground b
I�jl �d
d=2 Ft.
b=2 Ft. Geotextile
Type of Liner -Class 'B' Rip -Rap
FROM
STA.65+00 TO
STA.67+00 -L- (RT)
FROM
STA. 109+50 TO
STA. 111+50 -L- (RT)
FROM
STA. 101+50 TO
STA. 101+98 -L- (LT)
FROM
STA. 14 + 00 TO
STA. 15 + 15 -Y8- (LT)
FROM
STA. 15 + 50 TO
STA. 15 + 95 -Y8- (LT)
FROM
STA. 19+00 TO STA. 21+00 -YIRPB- (LT)
KimleylMorn
PROIECT REFERENCE NO.
SHEET NO.
U-5760
2D
ROADWAY DESIGN
PAVEMENT
DESIGN
ENGINEER
I
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IIFTAII 7
LATERAL 'V' DITCH
(Not to Scale)
Natural I l
Ground 1.7 �•\ ill/Ft. Slope
D
Min. D= 1 Ft.
b - 5 Ft.
FROM STA. 28+35 TO STA. 29+00 -L- (LT)
DETAIL 11
LATERAL BASE DITCH
;TD
to Scale)
�-
Natural Fill
Ground ?7�,•� 1"ift. Slope
dGeotextile ��
Min. D= 2 Ft.
Max. d = 1 Ft.
*When B is < 6.0' B= 2 Ft.
Type of Liner= Class 'B' Rip -Rap b- 5 Ft.
FROM STA. 91+00 TO STA. 91+50 -Yl- (LT)
DETAIL 15
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
o<
Natural �o;tgt Fill
Ground D F Slope
orfer
Min. D= 1.5 Ft.
FROM
STA. 35+00 TO
STA. 37+00 -L- (RT)
FROM
STA. 37+00 TO
STA. 38+50 -L- (RT)
FROM
STA. 58+00 TO
STA. 60+20 -L- (RT)
FROM
STA. 96+00 -L-
TO STA. 98+00 -L- (RT)
FROM
STA. 13 + 00 TO
STA. 14 + 00 -Y4- (LT)
FROM
STA. 19+85 TO
STA. 20+00 -Y4- (RT)
FROM
STA. 10+50 TO
STA. 11+50 -Y5- (RT)
FROM
STA. 12 + 35 TO
STA. 13 + 50 -Y7- (RT)
FROM
STA, 14+87 TO
STA. 16+70 -Y7- (RT)

z
z
0
N
N
v
DETAIL 16
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural \ 0s Fill
Ground 2• j 3' e< Slope
d D Flo
Geotextile B
Min. D= 3.0 Ft.
Max. d = 2.5 Ft.
B = 3.0 Ft.
Type of Liner= Class I Rip -Rap
FROM STA. 83+50 TO STA. 85+75 -L- (RT)
FROM STA. 90+00 TO STA. 90+75 -L- (RT)
DETAIL 19
FALSE SUMP
Outside Ditch ( Not to Scale)
Traffic Flow 10
10' ►� 2'
GI
_ S — etc.
S=Ditch Slope ll� Proposed Ditch
STA. 19 + 15 -Yl RPD- (LT)
STA. 18+00-Y1RPD- (RT)
STA. 16 + 65 -Yl RPD- (LT)
DETAIL 23
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground 3•D� r3A Ground
d
Geotextile
Min. D= 1.0 Ft.
Type of Liner= Class 'B' Rip -Rap
Max. d = 1.0 Ft.
STA. 22 +00 -Yl RPB- (LT)
MCTA11 1)rZ
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND - - - - -
Min. D=1.0 Ft.
DETAIL 17
RETAINING WALL LATERAL 'V' DITCH
( Not to Scale)
b
D
Geotextile
Type of Liner= Class 'B' Rip-RoF
20:1
Min. D 2 Ft.
Max. d = 1.5 Ft.
b= 20 Ft.
FROM STA. 22+25 TO STA. 26+50 -L- (LT)
DETAIL 20
EXIST OUTLET CHANNEL IMPROVEMENTS
GROUND ( Not to Scale)
6' X 7' RCBC (BURIED V)
KEYED -IN ON
BANKS ONLY _ _ _ _ INSTALL 2.0' OF
1.0' CLASS II RIP RAP
GEOTEXTILE 1.0' TO THE GREATER
COUNTERSUNK CLASS I RIP RAP OF THE EXISTING
W/CLASS B RIP RAP TO FILL VOIDS TOP OF BANK
STA. 22+20 -L- (LT)
DETAIL 24
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural '� o� Fill
Ground 3.7 D F�ohe Slope
Min. D= 1.0 Ft.
FROM STA. 80 + 50 TO STA. 82 + 30 -L- (LT)
FROM STA. 82+75 TO
STA. 83+00 -L- (LT)
FROM STA. 83 + 50 TO
STA. 85 + 90 -L- (LT)
DETAIL 26
INLET /OUTLET CHANNEL IMPROVEMENTS
( Not to Scale)
EXISTING 2 a 96" CMP
2 @ 10' X 10' RCBC BURIED 1'
EXIST
13' WIDE CHANNEL MEASURED
GROUND
UPP�S,TlREAMDOWNSTREAM
I
INSTALL 2.0' OF CLASS II
KEYED IN ON 7 \
\
RIP RAP TO THE GREATER
BANKS ONLY 2
21 OF THE EXISTING TOP OF
GEOTEXTILE
BANK
1' SILL
FLOODPLAIN BENCH COMPRISED OF
CLASS II RIP RAP, FILL VOIDS WITH
CLASS I RIP RAP AS NEEDED
91 + 00 -L-
DETAIL 18 d
a
FALSE SUMP
( Not to Scale)
O
Outside Ditch
20:1
,f y,p•L�
Tra Ic F ow
�G1
I
GI
_ S —
etc.
S=Ditch Slope
Proposed Ditch
STA. 42 + 70 -Yl- (LT)
STA. 47+85 -Yl- (LT)
STA. 51+00 -Yl- (LT)
STA. 72+28 -Yl- (LT)
STA. 12 + 50 -Yl RPB- (LT)
STA. 14+45-Y1RPB- (LT)
STA. 15 + 85 -Yl RPB- (RT)
KimlepMorn
o.1,1
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
DETAIL 21
INLET CHANNEL IMPROVEMENTS
( Not to Scale)
EXIST
GROUND
6' X 9' RCBC (BURIED 1.5')
KEYED -IN ON
_
BANKS ONLY 1.01
2 \�
1
INSTALL 2.0' OF CLASS II
1.0
RIP RAP TO THE GREATER
OF THE EXISTING TOP OF
GEOTEXTILE
BANK
STA. 58 + 75 -Yl- (LT)
PROJECT REFERENCE NO. SHEET NO.
U-5760 2D-2
ROADWAY DESIGN I PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 22
CHANNEL CHANGE
( Not to Scale)
Proposed Natural
—iNgiural Fill Slop. Ground _
d
GEOTEXTILE B Exist. Channel
Min. D= 1.5 Ft.
Max. d = 2 Ft.
Type of Liner= Class 'B' and Class 'I' Rip Rap B= 5 Ft.
FROM STA. 98+00 TO STA. 98+65 -L- (RT)
IS
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COMPUTED BY: KLF DATE: 08/28/2019 PROJECT NO. SHEET NO.
CHECKED BY: BTV DATE: 01/24/20 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION u-6760 313-12
DIVISION OF HIGHWAYS
Note: Invert Elevations indicated are for Bid Purposes onlV and shall not be used for proiect construction stakeout.
See "Standard Specifications For Roads and Structures. Section 300-5".
LIST OF PIPES ENDWALLS ETC. FOR PIPES 48 INCHES & UNDER
LINE &
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LIN FT.
ABBREVIATIONS
C.A.A. CORRUGATED ALUMINIUM ALLOY
C.B. CATCH BASIN
C.S. CORRUGATED STEEL
D.I. DROP INLET
G.D.I. GRATED OROP INLET
H.D. P.E. HIGH DENSITY POLYETHYLENE
J.B. JUNCTION BOX
M.H. MANHOLE
N.S. NARROW SLOT
P.V.C. POLYVINYL CHLORIDE
R.C. REINFORCED CONCRETE
T. B.D.I. TRAFFIC BEARING DROP INLET
7. B.J. B. TRAFFIC BEARING JUNCTION BOX
W.S. WIDE SLOT
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L54+11
10 LT
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L53+87
19 RT
7
L114+93
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49
L 115+06
31 LT
20
L 113+63
15 RT
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L 116+57
12 RT
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L71+72
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9 LT
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L77+43
17 RT
21
L78+70
14 RT
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L77+17
20 LT
20
L76+27
15 LT
20
L79+70
17 RT
48
L86+25
12 RT
69
Y714+78
3 RT
62
L96+75
23 RT
16
L95+82
39 RT
36
L 109+92
22 LT
20
L 111+42
25 LT
20
Y4 15+09
35 LT
53
Y4 13+87
8 RT
24
Y610+39
1 RT
61
L74+03
3 LT
17
L73+83
35 RT
21
L73+01
2 LT
20
L80+80
25 RT
18
L82+41
4 RT
27
L83+18
10 RT
19
L 101+31
59 LT
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L 103+03
56 LT
44
L 104+68
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L 115+97
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L 107+19
19 RT
104
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24
L 109+22
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L 112+92
26 LT
20
L 114+02
28 LT
21
L 110+97
23 LT
20
L91+58
51 RT
16
L 96+76
1 6 LT
7

COMPUTED BY: KLF DATE: 08I28I2019 PROJECT NO. SHEET NO.
CHECKED BY: BTV DATE: 01/24/20 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION U-s760 3D-13
DIVISION OF HIGHWAYS
Note: Invert Elevations indicated are for Bid Purposes onlV and shall not be used for proiect construction stakeout.
See "Standard Specifications For Roads and Structures. Section 300-5".
LIST OF PIPES ENDWALLS ETC. FOR PIPES 54 INCHES & OVER
LINE &
STATION
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ABBREVIATIONS
C.A.A. CORRUGATED ALUMINIUM ALLOY
C.B. CATCH BASIN
C.S. CORRUGATED STEEL
D.I. DROP INLET
G.D.I. GRATED DROP INLET
H. D. P. E. HIGH DENSITY POLYETHYLENE
J.B. JUNCTION BOX
M.H. MANHOLE
N.S. NARROW SLOT
P.V.C. POLYVINYL CHLORIDE
R.C. REINFORCED CONCRETE
TB.D.I. TRAFFIC BEARING DROP INLET¢
T.B.J.B. TRAFFIC BEARING JUNCTION BOX
W.S. WIDE SLOT
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m
m
60
66
72
78
84
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66
72
78
84
54
60
66
72
78
84
THICKNESS
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B,
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GRATE
TYPE
REMARKS
L 96+13
30 LT
1029
1 881.0
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1
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1029
1028
869.6
868.8
48
L 96+13
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1030
881.8
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1
1
1
1030
1029
870.3
869.6
40
L96+13
29 RT
1031
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1031
1030
8707
8703
20
L86+18
71 RT
1011
1013
92
6.300
1z
1z

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
DEED BOOK
DB 2123 PG 3174 DB 2123 PG 3176
1
4
LOWE'S HOME CENTERS, INC #1141
DB 2123 PG 3177 DB 2123 PG 3179
PB 43 PG 128
2
4,5
CENTRE PARK FORTY ASSOCIATES, LLC
DB 2238 PG 589
PB 44 PG 32-35
DB 2250 PG 829
3
4,5
ARNOLD G. KING & HELEN H. PRINCE
DB 3267 PG 197
4
5
ROSS D. WALL & PATRICIA O. WALL
DB 2188 PG 355
5
5,6
ROSS D. WALL & PATRICIA O. WALL
DB 2188 PG 355
6
5
TOWN OF KERNERSVILLE
DB 2065 PG 1771
DB 2056 PG 1310
7
5,6
THOMAS W. PRINCE & ARNOLD G. KING
PB 44 PG 134
8
6
NCDOT
DB 3405 PG 3903
SDB 2351 PG 3391
9
6
FRANK HOLBROOK & BRENDA W. HOLBROOK
PB 44 PG 134
DB 2347 PG 2760
10
6
GARY T. DAVIS & DOROTHY R. DAVIS
PB 44 PG 134
DB 3270 PG 2528 DB 1975 PG 1824
11
6
REBECCA DAVIS FLYNT & K. WAYNE DAVIS
PB 14 PG 11
12
6
JACK W. DAVIS
DEED REF. NOT FOUND
13
6
BETTY M. PELFREY
DB 916 PG 324
14
6
GARY T. DAVIS & DOROTHY R. DAVIS
DB 2332 PG 400
DB 1889 PG 4361
15
67
RICHARD M. CROWDER, JR. & SARA N . CROWDER
PB 33 PG 21
16
6
JACK W. DAVIS
DB 1380 PG 501
17
67
BRUCE W. BARNARD & JOAN W. BARNARD
DB 1039 PG 599
DB 2830 PG 2839
18
7
JOSEPH W. ELLENDER, III
PB 32 PG 35
DB 3144 PG 3312
19
7
ROBIN R. CAUDLE
PB 32 PG 35
DB 1797 PG 3740
20
7
DAVID A. CASANEGA & JENNIFER CASANEGA
PB 32 PG 35
DB 1785 PG 1470
21
7
DANIEL G. REAVIS & JOY B. REAVIS
PB 32 PG 35
DB 3283 PG 2123
22
7
DOUGLAS A. BROWN
PB 32 PG 35
DB 2237 PG 12
23
7
JAMES E. WILSON & DONNA C. WILSON
PB 32 PG 35
DB 1943 PG 2568
24
7
JOHN M. ABERNATHY & TERRY W. ABERNATHY
PB 32 PG 35
DB 2083 PG 2845
25
7
RANDALL EPPERSON & SUSAN EPPERSON
PB 32 PG 35
DB 3008 PG 4260
26
7
PHILLIP E. BAUGUESS & PAULA R. BAUGUESS
PB 41 PG 100
27
7,8
RAYMOND D. THOMAS & PATRICIA T. THOMAS
DB 1661 PG 503
DB 2157 PG 4574
28
7
BETTY M. REID
PB 41 PG 100
DB 2729 PG 3569
29
7,8
DAVID A. GRIX & MELODY K. GRIX
PB 41 PG 100
30
8
MEDFORD CONSTRUCTION COMPANY., INC
DB 2375 PG 3372
DB 2099 PG 3205
31
8
TIMOTHY R. SMITH & ANITA R. SMITH
PB 30 PG 133
DB 1974 PG 1786
32
8
CALVIN C. HARRIS & SANDRA BLUE HARRIS
PB 30 PG 133
DB 3298 PG 39 PB 46 PG 153
33
8
CHRISTOPHER T. BROOKS & LESLIE C. BROOKS
PB 47 PG 58
DB 3261 PG 1876 PB 46 PG 153
34
8
CHRISTOPHER T. BROOKS & LESLIE C. BROOKS
PB 47 PG 58
DB 3307 PG 70
35
8
SHAWAN GABRIEL & KEISHA GABRIEL
PB 30 PG 133
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
DEED BOOK
DB 3042 PG 434
36
8
DEREK J. LIGHT & REBECCA L. LIGHT
PB 30 PG 133
DB 3314 PG 1664
37
8
JOSEPH B. FLETCHER & TAMMY W. FLETCHER
PB 46 PG 153 PB 47 PG 58
DB 2810 PG 3757
38
8
GEORGE D. PALOUMBAS & MELISSA I. PALOUMBAS
PB 46 PG 153 PB 47 PG 58
DB 1967 PG 315
39
8
JIMMIE C. MICKEY, JR. & SUSAN H. MICKEY
PB 28 PG 80
40
8,9
W. AVALON POTTS
DB 1969 PG 949 DB 1838 PG 3536
PB 37 PG 150
41
8,9
WOODCROSS DEVELOPMENT, LLP
DB 3476 PG 3509
42
8,9
ANDREW CONEY & BECKY CONEY
DB 1157 DB 1838 PG 3536
37 PPG
PB 37 PG 150
43
9
JOSE V. PAREDES
DB 3444 PG 2702
44
9
HUNTER P. COFER
DB 3333 PG 2638
45
9
TYLER W. RUNYON
DB 3361 PG 1919
46
9
EDMON D. GARMON & LESLEY GARMON
DB 3435 PG 3582
DB 3185 PG 4294
47
9
NICHOLAS J. CARLUCCI
PB 24 PG 149
48
9
JAMES K. DEAN & MARY LOU DEAN
DB 1774 PG 2465
DB 3018 PG 3057
49
9
DONNA J. MCKOY
PB 24 PG 149
50
9
STEPHEN M. PEDDYCORD & MELODY M. PEDDYCORD
DB 3294 PG 1795
DB 3343 PG 2309
51
9
CYNTHIA COULOMBE & ROBERT COULOMBE
PB 24 PG 149
52
9,10
DANIEL GOLDNER
DB 2873 PG 2474
53
9,10
TIMBER TRAILS RECREATION ASSOCIATION, INC.
DB PG 1618
4 P
PB 24 PG 149
54
10
TOWN OF KERNERSVILLE
DB 3391 PG 3427
55
10
GEORGE A. DEBI DART III
DB 3416 PG 72
56
10
CAROLINA TELEPHONE & TELEGRAPH
DB 1649 PG 4084
57
10
DONNIE LEE SWAIM & BERNICE BROWN SWAIM
379 DB 887 PG 197 DB
10 0 PPG
1PG 715 PB 61 PG 145-146
58
10
FAMILY M VENTURES, LLC
DB 2716 PG 2561 DB 1976 PG 2695
59
10
TONI N. PICCOLO & FRANK B. PICCOLO
DB 3271 PG 4286
60
10
SCOTT K. SWAIM
DB 1916 PG 3664
61
10
MARK J. SANTUCCI
DB 2940 PG 591
62
10
JOHN C. LOVE, CAREN L. BULLOCK & HOWARD C. BULLOCK
DB 2411 PG 3317
63
10,11
GARY M. SPRING & DEBBIE T. SPRING LIVING TRUST
DB 3205 PG 4023
DB 2712 PG 174
64
10,11
ERIC A. MCFARLIN & SHAWN R. MCFARLIN
PB 39 PG 42
65
11
SANDRA M. GONZALEZ
DB 3455 PG 2983
DB 2481 PG 2119
66
11
JASON D. SMITH & REGINA V. SMITH
PB 39 PG 42
DB 3201 PG 1606
67
11
CHRISTOPHER B. ELLINGSON & ELIZABETH S. ELLINGSON
PB 39 PG 42
68
11
BRICE A. WALL & DEBBIE E. WALL
DB 1835 PG 2313 DB 2625 PG 2351
DB 1964 PG 821
69
11
BARRY D. COLLINS & LINDA S. COLLINS
PB 39 PG 42
70
11
GROVER W. PARKS & JANICE A. PARKS
DB 1250 PG 643

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
DEED BOOK
71
11
KENNETH G. BOONE & CYNTHIA U. BOONE
DB 3417 PG 2491
PB 39 PG 42
72
11
ROBERT J. GLASTETTER & PAMELA J. GLASTETTER
DB 2733 PG 2506
73
11
STEPHEN S. FULLER & DEIDRA E. FULLER
DB 3246 PG 3119
PB 39 PG 42
DB 2669 PG 2554
74
11
TIMOTHY C. MARTIN & MICHELLE A. MARTIN
PB 41 PG 51
75
11
BUILDER PRODUCTS INC.
DB 2937 PG 3671
PB 39 PG 42
DB 3312 PG 1772
76
11
BRIAN D. LOCKHART & TAMMY G. LOCKHART
PB 23 PG 44
77
11
TUNNIE M. SHEPHERD & LORI J. SHEPHERD
DB 3389 PG 2084
PB 39 PG 42
DB 3247 PG 4322
78
11
DENNIS L. BELCHER & BEVERLY C. BELCHER
PB 39 PG 42
79
11
HOWARD P. ELLIS & JO LISA ELLIS
DB 2226 PG 4477
PB 23 PG 44
DB 2781 PG 4092
80
11
BRADLEY K. ALBERT
PB 23 PG 44
81
11
WILFORD A. SORRELL & SANDRA SORRELL
DB 3200 PG 425 DB 39 PG 42
DB 2656 PG 2252
82
11
JERRY M. DUNCAN & PAMELA M. DUNCAN
PB 23 PG 44
83
11
SUE INGRAM REVOCABLE TRUST OF 1999
DB 2097 PG 2609
PB 39 PG 42
DB 3087 PG 4132
84
11
ANNIE K. MCHONE
PB 39 PG 42
85
11,12
JOHN M. KANE & PATRICK B. KANE
DB 1218 PG 1651
PB 23 PG 44
86
11,12
633 HOPKINS LLC
DB 2790 PG 2136
87
12
WILLIAM M. AVANT, III & MARY L. AVANT
DB 1916 PG 1805
PB 23 PG 44
DB 1158 PG 1336
88
12
CHARLES A. ISENHOUR & NELDA T. ISENHOUR
PB 23 PG 44
89
12
PARKS PROPERTY INVESTMENTS, LLC
DB 2768 PG 1037
PB 36 PG 190
DB 3276 PG 742
90
12
ALONZO J. RUCKER, SR.
PB 23 PG 44
91
12
THE CITY VIEW VOLUNTEER FIRE DEPARTMENT, INC.
DB 3427 PG 2753
DB 1275 PG 680
92
12
UNIVERSAL SKATE WORLD, INC.
DB 2662 PG 3148
93
12
DEBORAH ANN STERNBERG REVOCABLE TRUST
DB 3186 PG 4258 DB 1857 PG 336
DB 1729 PG 4170
94
5,13
WHITE WALNUT, LLC
DB 3054 PG 1059
95
5
WHITE WALUNT, LLC
DB 3078 PG 373
96
5
HARVEY G. MCINTYRE & DONNA E. MCINTYRE
DB 3452 PG 1332
97
5
KEION K. SAMUEL
DB 3332 PG 150
PB 44 PG 134
DB 2704 PG 784
98
5
PAGE AND ASSOCIATES, INC.
PB 44 PG 134
99
5,6
RICHARD M. MARTIN, II
DB 3049 PG 74
DB 2207 PG 106 PB 42 PG 86-89
100
5
TOWN OF KERNERSVILLE
PB 44 PG 32-35
101
5
TRIAD COMMERCIAL CORPORATION
DB 1019 PG 193
DB 2106 PG 244 PB 42 PG 86-89
102
5,14
WAL-MART REAL ESTATE BUSINESS TRUST
PB 44 PG 32-35
103
14
TARGET CORPORATION
DB 2567 PG 2982 PB 48 PG 134
PB 50 PG 83
104
14
TRIAD COMMERCIAL CORPORATION
DB 944 PG 377 DB 1237 PG 146
105
1 14
1 SOUTHSIDE RE -DEVELOPMENT COMPANY, LLC
DB 2697 PG 732 PB 48 PG 134
PARCEL No.
SHEET No.
PROPERTY OWNER NAME
DEED BOOK
106
14
SCOTLAND CROSSING-LAURINBURG, LLC
DB 2602 PG 2109
107
14
TRIANGLE PROPERTIES OF KERNERSVILLE, LLC
DB 2928 PG 2560
108
15
HIGH POINT REGIONAL HEALTH SYSTEM
DB 2532 PG 1233
109
6
ROSS D. WALL & PATRICIA O. WALL
DB 2188 PG 355
110
6
BRANCH BANKING AND TRUST COMPANY
DB 2864 PG 2436
PB 50 PG 24
DB 3340 PG 251
111
6
LOLITA C. AIKEN
PB 65 PG 1
112
6
JEFFERY A. WILLIS & SHARON C. WILLIS
DB 2898 PG 439
PB 50 PG 24
DB 1891 PG 2647
113
7
JOHN B. HAGLER & ELIZABETH H. HAGLER
PB 32 PG 35
114
7
BRIAN H. ASHLEY & SHANNA E. ASHLEY
DB 2987 PG 604
PB 32 PG 35
DB 3476 PG 1269
115
7
KERI A. LONG & JEREMY LONG
PB 32 PG 35
116
7
CHRISTIAN W. SCHROEDER & RACHEL M. SCHROEDER
DB 3289 PG 17
PB 32 PG 35
DB 3294 PG 3703
117
7
JAMES E. SHETZLER & DANA L. SHETZLER
PB 32 PG 35
118
7
HARVEY D. COVELL & CLAUDIA M. COVELL
DB 1676 PG 3032
PB 32 PG 35
DB 1958 PG 1068
119
7
MATTHEW G. TUBBY & DEBORAH A. DIAMOND TUBBY
PB 32 PG 35
120
7
BLAKLEY W. MURPHY & JESSICA R. MURPHY
DB 3242 PG 2601
PB 32 PG 35
DB 1768 PG 443
121
7
BARRY G. LAWSON
PB 32 PG 35
122
7,8,16
BRUCE E. HOUSEKNECHT & DAWN M. HOUSEKNECHT
DB 2101 PG 4080
PB 34 PG 83
DB 2924 PG 3245
123
16
STONEBROOK PROPERTIES, LLC
PB 46 PG 153 PB 47 PG 58
124
8,16
RANDY CLARDIA & AMANDA CLARDIA
DB 3391 PG 1051
PB 46 PG 153 PB 47 PG 58
DB 2303 PG 3484
125
8
VINCENT A. HOLBROOK & SUSAN D. HOLBROOK
PB 30 PG 133
126
8,16
TRACY L. SNIDER & RUTH Z. SNIDER
DB 2077 PG 4129
PB 41 PG 100
DB 1841 PG 3145
127
8,16
DAVID S. HARDISON & CYNTHIA G. HARDISON
PB 30 PG 133
128
16
CHRISTOPHER L. DIGGS
DB 3022 PG 886
PB 30 PG 133
DB 2128 PG 4040
129
7,8,16
GREGORY G. FELTS & ELIZABETH S. FELTS
PB 41 PG 100
130
16
JOSHUA KOTELNICKI & SARAH KOTELNICKI
DB 3419 PG 1224
PB 30 PG 133
DB 3195 PG 4102
131
10
MARK S. HALL & PATRICIA J. HALL
PB 3183 PG 2426
132
11
SECU*RE INC.
DB 3274 PG 410
PB39PG42
DB 3413 PG 4175
133
11
DONALD G. SAULS & TAMMY L. SAULS
PB39PG42

1 %SBKD N LJUH F. 1 IT PROJECT REFERENCE NO. SHEET NO.
ILLI2g2y- TRUSTEES OF S TH Kimley>>>Horn U-5760 6
I''/2SBKD -L- Y2-%zSBKD 56•�p36•f RN'W
EVOCABL5E 6G.00•
Pl Sto 44+ 0_.zG ROADWAY DESIGN HYDRAULICS
26 Pl Sto 49+29.80 PI Sto 10+5706 Pl St0 3. l S 394 LOUISE TAUL90 PGUI�V--
9ENGINEER ENGINEER
p = 4 /2 0' (LTJ p = 4 02 /9.T (RT) p = l3 05' 16.T (RTJ p = 21 -1 4 . (LTJ p 11 5T (RTf DB 2354 PG 4133 PG I 421 FAYETTEVILLE STREETSUITE 600
PB 44 PG 84Sr •m RALEIGH, NC 27601
D = O'04J 3 .9' D = 0' 47' 36.9" D = /127' 33.9 D = 9' 56' 49.9" D 7' 04' 24M -0r_,Y..
L = 530J6' L = 508.94' L = 11421, L = 232.68' L /69.U5�'/zS KD /zSBKD 6."61y
T = = 25458' T = 5736' T = 117.95' T = 3 ' S NEGATIVE Access f EIP-BY- 135
ro ti EASEMENT JENNNIFER LOCKLEAR y %�
R = 0 = 7,220.00' R = 500.00' R = 576.00' R = 8 0.00 m o Pe ,q PG "^ y VERNON LOCKLEAR
427
SE - S = C SE = EXIST SE = OA3 SE _ SIGN EASEMENT DB S 3 PG 41
y va qq PG q E+.r' PB 33 PG 21
RO - ON RO = NE RO = EXI� RO = 5T RO = EXIST -- 83✓ A 2011
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/REVOCABLE TRUST ®-ss VCP nurr E sE E I "w oo
ExIST Rid qq p q
N 3i•6 RE CE C. ALFORD EIP/EIP DOCUMENT NOT CONSIDERED FINAL
6g�3'f I% SBKD / M RILNN K. ALFORD -Y2- PRC Sta. 11+142/ LT ;,r/ I q 0 � UNLESS ALL SIGNATURES COMPLETED
/ ] EX Si R
DB 3248 PG 328 KR/6\�`�.,' / EIP EIP
PB 44 PG 134 EIP N ST/rG,�rLEN L,T /�cV / J Ex�sr R� +99
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N
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RBE44 P SE Ni E V u wtp' oPB 3TEo Rip -L- PRC Sto. 46
'y 3%3G I'/z$BKp G �34 (O �rva / V ,'O� / � PB 33 PG 21 +75.22
. 9p 23,f w W a
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LOCAT10 PROPOSED BASIN LOCATION
I'/zSBKD W 'CB G pP• 6
PT
STD. 11 TONS RIPS h 3ig • h // +45 _ _ E%5T Rip 12 EIP ExIST Rip l3 EXST Ri /3 EI% /5
7 EST. 22 SY GFD Bp T�3•f y' I/zSBKD 41' RT j / 3 - - _ _ _75' LT VAR.GR O�1,M.
O 6o BN12 O 1 " RCFAV a / ; { JACK W. DAVIS BEDB 916 PO 324EY BE DB 91�E 324EY RICHARD J
® } F CRO DER, JR.
THOMAS PRINCE ELEV = 924.9T DEED REF. +50 EX. RM/ SARA �. CRO�DER
ARNOLD G. KING 3i 3g O II/zSBKD F1 q1' LT of NOT FOUND 70' LT 150' LT
DB 1889 R 361
N 862133 E 1672773 py aJ. S -BL- IIO 150' EX. PB 33 PG 21
DB 2056 PG F310 "" -Sy, f FRA K HOLBROOK �V + C �" -L- STATION 35+00.09 )
PB 44 PG 134 BREND �. HOLBROOK E D ° 7 30' L DI 75 R a - NOT m°';, E EX. Pd 'pOODS 45' LT 145.51' LEFT '400DS DB 2351 PG 3391 / HT rrT� BM2� RR SPIKE SET IN -BL- IO8 - PB 4q PG 134 Ww +65 Y2 - MTL D/STURBo� � }2$ 15"RCP -IV
24-POPLAR TREE �+�E X.R/W 35'LT I -' SERVICEc+7 CANOPY EIP EX. RNV o
GOO' $H/FT EIP w70' LT L) a z "• 7" pp POLE m EX. R'W 79' LT s
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( lLL FARM FPB 41 PG 131 + L - VAR. +65 ]0' L WEL
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VAR. CONC II VAR,GR, W/LT •RC Cam/ - Ul
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C _ • . ® : . e 8" RCP -IV a Sf AB•4NDON D-WELL _ ® 1 UE - P�{ T 6 - DUE
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J C - - _ - - - - - C F 30' LT 45 RCP -IV ram, 45' RT
= 15" RCP V C C 4" RCP -IV W 66' X 5 II Q; +50 W
WOODS 'WOODS W 'Np' © 0 2 A6 +60 i2i 75' RT M
W ® 62.72' RT I 68' RT 61' pVG OIL SPECIAL CUT 'V' DITCH n r 72 'ryD + ERVICE
Q PROPOSED BASIN LOCATION CB-G I x
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24 RCP4V +25 5 TANK
Ross D. �yau _ -L- T Sto.40+33.74 I 062 92' RT 9R' T +50 SEE DETAIL 135HEET 20.+40 ' 7"T
PATRICIA 0. JALL Ncoor .Y2- T Sta. 13+55.9/ IB IIqg• ISFD 69' RT I 65' RT 113' RT v CP�V
DB 2188 PG 355 - _ +50 DB 3405 124" 15+� -L- PC Sto. 1+45A� X +8
3903 88' 23' 2 RCP -I 113�''T�{�qD C/A ISPECIAL CUT DITCH KISFD
IP N DS°16'25' E N 0516'25' E N OS'I7.3B' E ' W SEE DETAIL 135HEET 20.1
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SEE DETAIL 15SHEET 2D-1 SEE DETAIL 155HEET 2D-1 24" RCP -IV O Lu w I IN/ PUB
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CB-E SEE DETAIL 13SHEET 20.1 REBECCA DAVIS FLYNT GARY T. DAVIS BRUCE y�
\� - CB-E® K. 1YAYNE DAVIS DOROTHY R. DAVIS JACK �. DAVIS BARNAR'b
30' Rip PE 2 Iq PG 3D Rip PER PB I, PG II DB $270 PG 2528 DB 138 PG 501 JOA yyyy
REMOVE + .11 DB 1975 PG 1824 DB 2332 PG 400 BARNA�iD
\ \ +6 .1 I 30' LT PB A PG B DB 1039
30' RT rc 0 15'x15• SIGN N 04.52'52' E PG 599
\ E°G PCNT 24.09'
\\\ -Y2- PC Sto.16+69J1 = I JNABLE2TD EIP
\\ +60 Yf y I E^TIE N 0451'14' E N D4 51'14 E IP N 04'46'49' E _ N O 45.91' E
\ EIP N 05'08'29' E OS'10' 6' 42' .91' +13.04 cGMMGN AREd s 210.55' 99.63' I16.50'
- p I EX. F/L DRAINAGE Ep SEMENT
\ - - _----- l0'BST 55 PGSEMwT B w R / r PB sa G 24 //� N O.02'33' E
\ -- R I 4'51�' � N 04'SI'I4' E 4.02'
+20 - /2' /2 7 0' 65.01,
30' RT K 58' +25
�CB� D 02 W
STEVEN J. McNEELY 62 6'06'36' E ��
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m DB 340 G s38 a L LITA C. AIKEN 4 OI III
PB 65 PG I ((( DB I 0 PG 251 I OD T //L -i'2- POC Si0.1T1' 000
PB 65 PG I I EX
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' RT / P IO' u pRITIES EASEMENT
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m EIP N 090.379'E ss ®
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1 AND DRAIE EASEMENT B 15' RCP
E - olaso - - - /0 GARY T. DAVIS AND DOROTHY R. DAVIS
IsRra E1�` -6_D1 6' DI DB 4347 PG 2760
w N 05'IO'28' E 166.40' ` / PB 44 PG 134
S 73T2'40' E EI ^ -
31.13' > FELIX E. GRAY / ��� P 4 " - P (BENT)
glAy R GRAY /�,� BRANCH BANKING AND TRUST COMPANY
p Iq. D 3 9 PG AY IIR r -BY- 13
40'30• F PB 65 PG I Y ISBKD TIp s pGs[ME DB 2864 PG 2436
Ie6,Ir �- 6 PB 50 PG 24
RETAIN
--A ° so• g- //2 JEFFERY A. WILLIS AND SHARON C. WILLIS
00 RET N -Y2- POT Sta. 18+80.00 DB 289850 PG 439
lI UTILITIES EASEMENT EIP 15BKD w ROBERT G. RATHBONE PB PG 24
PB 65 PG
CYNTHIA B. RATHBONE
DB PB665PPC 1370
33 2
SEE SHEET 2B-1FOR INTERSECTII DET
SEE SHEET 18 FOR -L- PROFILE
SEE SHEET 27 FOR -Y2- PROFILE

77 ti
//3
-L-
-Y3-
JOHN B. HAGLER
ELIZABETH H. HAGLER
PI Sto 49+29.80
Pl Sto 6/+48.44
PI Sto 11+47J1
Pl Sto 15+95.90
DB 1891 PG 2647
A = 4' 02' 19.7" (RT)
A = 57 38' 59.7 (LT)
A = 33' 25' 35.3' (LT) 0 = /5' 33' 33.9 (RT)
PB 32 PG 35
P -BY- 137
D = 0' 47' 36.9'
D = 8' 03' 305"
D = /7' 37' 46J"
D = 14' l9' 262'
BE4 CO STRUCTI�
L = 508.94,
L = 7/5J-cy
L = 18961'
L = 108.63'
T = 25458'
T = 39128'
T = 97.59'
T = 5465'
-Y3 Sto.10+50.00
R = 7220.00'
R = 7//.00 (DS = 45 MPH)
R = 325.00'
R = 400A0'
E ®CB-F —
SE = NC
RO = NONE
SE = OA4
RO = 156'
SE = 0.04
RO = 84'
SE = 0,035
RO = 84'
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!�." +85
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DB 3476 PG 1269 ��NM
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DB 2204 PG �i256 KENNETH E. FOSS EIP D19 ti F
PB 33 PG 21 LINDA J. FOSS STEVEN IV. �yHITGDMB O 2/ T
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PB 32 PG 35 JENNIFER CASANEGA DANIEL G. REAVISES E. SHETZLER
DB I797 PG 3740 JOY B. REAVISAL.SHETZLER 9; Rnv FPB 32 PG 35 DB IT85 PG 1470
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N 19•4g,IB RACHEL M.SCHROEDER
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PROJECT REFERENCE NO. SHEET NO.
U-5760 7
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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TRO
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22 DOUGLAS A. BRO�yN 25 RANDALL EPPERSON
I.PL�rFILL AND ABANDON EXIST PIPE
o ,• DB 3406 PG
DB 3283 PG 21233 SUSAN EPPERSON
PB 32 PG 35 DB 2083 PG 2845
2. SPECIAL LATERAL 'V' DITCH W/ CLASS 'B' R/P RAP
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46-CHAIN FENCE
BY- 138 m a
DB 1943 PG 2568
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53+23✓8 (48'LT)AND INSTALL LINK PINS/DE WALL
SEE SHEET 28-1 FOR INTERSECTION DETAILS
4/ EIP
SEE SHEET 18 FOR -L- PROFILE
Nl9 ry5"5B•E
SEE SHEET 27 FOR -Y3- PROFILE
SEE SHEET 29 FOR -DRWI- PROFILE
2p7\ /
SEE SHEETS W-X THRU W-XX FOR WALL PLANS

PROJECT REFERENCE NO. SHEET NO.
U-57
KimlepMorn ROADWAY
ER IIG ENGINEERS
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
r I-Y xEv.
s. nEv.
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PB 34 PG 83
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-Y - POC Sto.18+53-59 / 1-- 2
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3 s s• + 2 r� /T 33 CLARIDA ^ ��
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27 \3' / q/ \ PB 46 PG 153 000,
5 ONE cr morn PB 47 PG 58
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DB 3261 PG 1876
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T. BR KS o e PB 47 PG 58 _ 25BKD 25BKD C ORGE D. PALO BA
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0- PROJECT REFERENCE NO. SHEET NO.
-YB- Kimley )Horn U-5760
PI Sfo 103+98.92 Pl Sfo 109+77.84 PI Sfo l +28.49 PI Sto 14+98b0 Pl Sto 16+75.58 �� ROADWAY DESIGN HYDRAULICS
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\ SEE SHEET 20 FOR -L- PROFILE
SEE SHEET 29 FOR -Y8- & -DRW5- PROFILES

-L-
-Y9-
PI Sto 116+89J6
Pt Sto 120+07.00
PI Sto 12+92.95
PI Sto 14+39.71
PI Sto /6+45.44
0 = 2/' 40' 28Z (RT)
0 = 29' l0' 03J" (LT)
A = r 03' 11.r (LT)
A = l' 48' 54J' (RT) 0 = 4` 51' 55.9 (RT)
D = 8' 03' 30.5'
D = 8' 03' 30.5"
D = P 08' 45.3"
D = P 47' 25.8'
D = 5' 27' 24.3'
L = 268.97'
L = 361.97'
L = 9/.90'
L = /0/1
L = 89J7'
T = 136J1'
T = 184.99'
T = 45.95,
T = 5U
T = 44.61,
PROJECT REFERENCE NO.
SHEET NO.
Kimley>>)Horn
U-57IG
/IC
ROADWAY DESIGN
HYDRAULICS
p
ENGINEER
ENGINEER
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH. NC 27601
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O jPROJECT REFERENCE SHEET
P Wr
\ * P \ \ \ Kimley*Horn U 5760 /3
ROADWAY DESIGN ENGINEERS
________C(T____ __ ___ _
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- - - - � W ' \ ENGINEER
INSTALL E/ PS O W \� 421 FAYETTEVILLE STREET, SUITE 600
OUTS/DE EDGE OF TRAVEL m RALEIGH, IGH, NC 27601
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