20141226 Ver 1_Application_20141124

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
November 24, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. David Bailey
NCDOT Coordinator
SUBJECT: Application for Section 404 Nationwide Permit 14, Section 401 Water
Quality Certification, and Jordan Lake Riparian Buffer Authorization
for the new location I-73 Connector, from NC 68 to West of Greensboro
Western Loop, Greensboro, Guilford County. Division 7. Federal-Aid
Project No. NHF-0073(25). TIP No. I-5110.
Debit $570.00 from WBS 42345.1.1
Dear Mr. Bailey:
The North Carolina Department of Transportation (NCDOT) proposes to construct the I-
73 Connector (I-5110) to complete a missing link in the I-73 corridor by joining the
existing and future portion of I-73 in the Greensboro area. The proposed project will
enhance north-south mobility and interstate connectivity through North Carolina and the
Piedmont Triad region.
Please see enclosed copies of the Pre-Construction Notification (PCN), the North Carolina
Ecosystem Enhancement Program (NCEEP) Mitigation Acceptance letter, Indirect and
Cumulative Effects Screening Report, Stormwater Management Plan, permit drawings,
buffer drawings, and roadway design plan sheets.
This project had a Design Build let date of March 31, 2014. Construction of this project is
projected to commence in February of 2015 or sooner, contingent on issuance of permits.
A copy of this permit application and its distribution list will be posted on the NCDOT
Website at: https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx under
Quick Links > Permit Applications. A copy of the Finding of No Significant Impact (FONSI)
is also available at the above website address under Quick Links > Environmental Documents.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT SECTION
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
PHYSICAL ADDRESS:
Century Center - Building B
1020 Birch Ridge Dr
Raleigh, NC 27610-4328
Thank you for your assistance with this project. If you have any questions or need
additional information, please contact Ms. Deanna Riffey at either [e-mail] or
[phone].
Sincerely,
j Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List.
I-5110 Nationwide Permit Application Page 2

Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: I-73 Connector
2b. County: Guilford
2c. Nearest municipality / town: Greensboro
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: T.I.P. No. I-5110
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009

1

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

2

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 36.122482 Longitude: - 79.95231
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: Approximately 220 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Brush Creek
2b. Water Quality Classification of nearest receiving water: WS-III, NSW
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
A four-lane divided controlled access roadway. Airport infrastructure and commercial developments dominate the project
vicinity.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 0.13
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,918
3d. Explain the purpose of the proposed project:
The purpose of this project is to complete a missing link in the I-73 corridor by joining the existing and future portions of I-
73 in the Greensboro area. This will enhance north-south mobility and interstate connectivity through North Carolina and
the Piedmont Triad region.
3e. Describe the overall project in detail, including the type of equipment to be used:
The I-73 Connector proposes to connect NC 68 and Bryan Boulevard, west of the Greensboro Western Loop (Future I-
840/I-73), with a new 1.6 mile, four-lane, median-divided freeway. It will be a fully controlled access facility with two, 12-
foot lanes in both directions and a depressed grass median that varies from 70’ at the southern end to 46’ at the northern
end. It will begin at the existing Bryan Boulevard / Airport Parkway interchange (Station 25+00) and extend on new
location to just west of existing NC 68 where it ties to R-2413A (Station 109+00). A partial interchange will be provided
with NC 68. In addition, Pleasant Ridge Road will be realigned where it crosses NC 68. Standard road building
equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Site visit done 9/7/2011; JD not issued.
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Scott G. Davis
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
September 7, 2011 - Site visit by Andy Williams.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

3

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

4

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Foreste
d

2e.

Type of jurisdiction
2f.

Area of impact
(acres)
Site 1 P T Yes
No
Corps
DWQ
Site 2 P T Fill Headwater Wetland Yes
No
Corps
DWQ <0.01
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
Site 5 P T Yes
No
Corps
DWQ
Site 6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts
<0.01
Permanent

2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perenni
al
(PER)
or
intermitt
ent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear feet)
Site 1 P T Fill UT Brush Creek (SD) PER
INT
Corps
DWQ 3-5 130
Site 1 P T Fill UT Brush Creek (SD) PER
INT
Corps
DWQ 3-5 10
Site 1 P T Stabilization UT Brush Creek (SD) PER
INT
Corps
DWQ 3-5 10
Site 2 P T Fill UT Brush Creek (SC) PER
INT
Corps
DWQ 3-8 334
Site 2 P T Fill UT Brush Creek (SC) PER
INT
Corps
DWQ 3-8 20
Site 2 P T Stabilization UT Brush Creek (SC) PER
INT
Corps
DWQ 3-8 20
Site 3 P T Stabilization UT Brush Creek (S73) PER
INT
Corps
DWQ 4-10 18
5

Site 3 P T Stabilization UT Brush Creek (S73) PER
INT
Corps
DWQ 4-10 24
Site 4 P T Fill UT Brush Creek (S77) PER
INT
Corps
DWQ 4-10 51
Site 4 P T Fill UT Brush Creek (S77) PER
INT
Corps
DWQ 4-10 8
3h. Total stream and tributary impacts 563 Perm
62 Temp
3i. Comments: For Site 1 (SD) and Site 2 (SC), 1:1 mitigation was determined by onsite visit on 9/7/11 with A. Williams
(USACE). Mitigation based on low stream quality and diminished biological function.
USACE waved the NWP threshold for stream SC.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T N/A Fill Pond 0.43
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
0.43 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or
purpose of pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other: Jordan
Lake
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason for impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B2 P T Road Crossing UT Brush Creek
(SC)
Yes
No 21,955 14,027
B3 P T Road Crossing UT Brush Creek
(S73)
Yes
No 21,551 14,243
B4 P T Road Crossing UT Brush Creek
(S77)
Yes
No 2,986 1,720
B4 P T Utility UT Brush Creek
(S77)
Yes
No 942 1,158
6h. Total buffer impacts 47,434 31,148
6i. Comments: 1) Did not deduct wetlands from buffers due to no mitigation sought for wetlands. 2) Zone 1 Utility Impacts
were not counted toward mitigable impacts. Zone 1 in the utility area of impact is a maintained utility corridor and is
already disturbed through routine maintenance for access to sanitary sewer.

7

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The redesign of Section I-5110 allowed the redesign of a portion of Project R-2413A, which resulted in minimizing stream
impacts by 156 ft.
The drainage pipe for Pond P6 (Site 3) was angled to avoid impacting wetlands along stream S73.
Additional measures are listed in the Stormwater Management Plan and NEPA Documents
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Will follow NCDOT construction guidelines and BMPs, including no staging of construction equipment or storage of
construction supplies in jurisdictional areas; Installation of temporary sediment control fences, earth berms, and
temporary ground cover during construction; 2:1 fill slopes utilized in wetland and stream areas where possible. Due to
the project being within both the Jordan Lake watershed, Design Standards in Sensitive Watersheds will be employed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
If no, explain: Streams will require mitigation. Not proposing
wetland mitigation due to wetland being low quality and
impacts are minimal.
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: 464 ft @ 1:1 and 51 ft @ 2:1 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): 172,923 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

8

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 Road Crossing 43,506 3 (2 for Catawba) 130,518
Zone 2 Road Crossing 28,270 1.5 42,405
6f. Total buffer mitigation required: 172,923
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
Payment into an approved in-lieu fee fund (EEP)
6h. Comments:

9

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No

1b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Narrative and plan are attached.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):

Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No

10

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: Documentation will be provided upon request.
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
ICE Report included.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable

11
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
I Yes ■ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes ■ No
5c. If yes, indicate the USFWS Field Office you have contacted.
►/ Raleigh
■ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP, USFWS, NCDOT, Field Surveys
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
■ Yes ►1 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
M Yes
• No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Consulted with SHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
11 Yes ■ No
8b. If yes, explain how project meets FEMA requirements: Coordination with FEMA requirements is documented and will be
supplied upon request.
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
.4c Richard W. Hancock, P.E.
l/ 2S 2p /( f
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
12

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Michael Ellison, Director John E. Skvarla, Ill
Governor Ecosystem Enhancement Program Secretary
October 28, 2014
Mr. Richard W. Hancock, P.E.
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Hancock:
Subject: EEP Mitigation Acceptance Letter:
I-5110, Proposed I-73 from NC 68 to Greensboro Western Loop, Guilford County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide
the stream mitigation and buffer mitigation for the subject project. Based on the information supplied by you on
October 27, 2014, the impacts are located in CU 03030002 of the Cape Fear River in the Central Piedmont (CP)
Eco-Region, and are as follows:
Stream and
Wetlands
River
Basin
CU
Location
Eco-
Region
Stream
Wetlands
Cold
Cool
Warm
Riparian
Non-
Riparian
Coastal
Marsh
Impacts
Cape
Fear
03030002
CP
0
0
515.0
0
0
0
*Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWQ's Buffer Authorization
Certification, EEP will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility
for TIP Number I-5110. Subsequently, EEP will conduct a review of current NCDOT ILF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ILF Program.
Buffer
River Basin
CU
Eco-Region
Buffer Impacts
Zone 1
Zone 2
TOTAL
Impacts
Cape Fear
03030002
(Haw Arm)
CP
43,506.0
28,270.0
71,776.0
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity Affirmative Action Employer — Made in part by recycled paper

Mr. Richard Hancock
October 28, 2014
TIP I-5110
Page Two
This mitigation acceptance letter replaces the mitigation acceptance letter issued on December 13,
2013 and October 14, 2014. EEP commits to implement sufficient compensatory stream mitigation credits to
offset the impacts associated with this project as determined by the regulatory agencies in accordance with the
N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010. EEP commits to implement sufficient buffer mitigation to offset the buffer
impacts associated with this project. 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 EEP.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerely,
James :. Stanfill
EEP Asset Management Supervisor
Cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office
Mr. Dave Wanucha, NC Division of Water Resources — Winston-Salem
File: I-5110 Revised

Prepared by:

April 1, 2011

Indirect and Cumulative Effects
Screening Report

North Carolina Department of Transportation
Proposed I-73 Connector from NC 68 to Bryan Boulevard,
West of the Greensboro Western Loop
Greensboro, Guilford County
TIP No. I-5110, WBS No. 42345.1.1

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TABLE OF CONTENTS

I. Executive Summary ........................................................................................................................... 1 
II. Indirect and Cumulative Effects Introduction ............................................................................... 3 
III. Project Overview ............................................................................................................................. 3 
IV. Future Land Use Study Area.......................................................................................................... 4 
V. Time Horizon ..................................................................................................................................... 5 
VI. Other Transportation and Infrastructure Projects...................................................................... 5 
VII. Transportation Impact Causing Activities .................................................................................. 6 
VIII. Population Trends and Projections ............................................................................................ 8 
VIX. Job Trends and Projections ......................................................................................................... 8 
X. Municipal Utilities ............................................................................................................................. 9 
XI. Notable Features .............................................................................................................................. 10 
XII. Development Regulations .............................................................................................................. 11 
XIII. Available Land .............................................................................................................................. 13 
XIV. Market for Development .............................................................................................................. 14 
XV. Indirect Screening Matrix Methodology and Matrix ................................................................. 15 
XVI. Screening Matrix Results ............................................................................................................. 16 
XVII. Indirect Effects Summary .......................................................................................................... 17 
XVIII. Cumulative Effects Summary .................................................................................................. 17 
XIX. Sources ........................................................................................................................................... 19 

1

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
INDIRECT AND CUMULATIVE EFFECTS SCREENING REPORT

North Carolina Department of Transportation
Proposed I-73 Connector from NC 68 to Bryan Boulevard,
West of the Greensboro Western Loop
Greensboro, Guilford County
TIP No. I-5110, WBS No. 42345.1.1

April 1, 2011

I. Executive Summary

The North Carolina Department of Transportation proposes a new location freeway to connect
NC 68 (near the proposed US 220/ NC 68 Connector – TIP Project R-2413) with Bryan Boulevard
(SR 2176) at the Piedmont Triad International Airport (PTI). This project is approximately 1.5 miles
long. The project is included in the current NCDOT 10-Year Work Program. Right of way
acquisition is scheduled for Fiscal Year 2013 and construction is scheduled for Fiscal Year 2015.

Interstate 73 is a National Highway System corridor that extends from Sault Ste. Marie, Michigan to
near Myrtle Beach, South Carolina. In the Intermodal Surface Transportation Efficiency Act
(ISTEA) of 1991, the US Congress established the I-73/74 North-South Corridor as “Congressional
High Priority Corridor 5.” Roads identified on the National Highway System are recognized as
being important to the nation’s economy, defense, and mobility. High priority corridors are
designated to integrate regions, link major population centers of the country, provide opportunities
for increased economic growth, and serve the travel and commerce needs of the nation. The North
Carolina portion of I-73 generally follows US 220 and I-74. In the Triad area, I-73 runs
concurrently with US 220 from south of Greensboro to I-85 and along I-840 (Greensboro Western
Loop) to Bryan Boulevard. I-73 is proposed to follow the US 220/ NC 68 Connector (TIP Project
R-2413) and join US 220 northwest of Greensboro. There is no freeway in place to link the existing
and future portions of I-73 in this area.

The purpose of this project is to complete a missing link in the I-73 corridor by joining the existing
and future portions of I-73 in the Greensboro area. This will enhance north-south mobility and
interstate connectivity through North Carolina and the Piedmont Triad region.

The time horizon for this analysis is through the year 2030. This time frame is consistent with
locally adopted transportation and land use plans, PTI’s airport master plan, and population
projections from the North Carolina Office of State Budget and Management.

The Piedmont Triad International airport (PTI) has had the most influence on recent development in
the project area. The airport along with the proximity to major transportation corridors has attracted
shipping, distributing, and other transportation related industries. In addition to industrial
development, there are a number of office and commercial buildings. The recent addition of a
FedEx hub at PTI increased the amount of industrial and commercial development. According to

2

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
local planning documents, future land use maps, and information from local officials, the current
development trends are expected to continue through the year 2030. As PTI continues to grow and
the interstate network (I-73 and I-840) is completed, the area around the airport and along Market
Street will continue to see industrial and commercial development.

No indirect effects are expected from the proposed I-73 Connector alone. The I-73 Connector will
be designed as a short (1.5 mile), freeway to freeway connection with fully controlled access. It
alone will not give new exposure to properties along its alignment. Local officials expect this area to
develop according to their future land use plans if the I-73 corridor is completed and PTI expands as
expected. The need for this project is to provide a connection between an existing freeway (Bryan
Boulevard has been constructed to interstate standards) and the proposed US 220/ NC 68 Connector.
Once completed, I-73 will extend to northern Guilford County. The combination of these
transportation projects may have some effect on the rate and type of development, but this project
alone should not result in considerable indirect effects.

It is reasonable to assume past actions (the new FedEx hub at PTI, the Bryan Boulevard relocation,
and industrial development) have had some cumulative effect on environmental resources. Indirect
effects to land use change and cumulative effects to the environment resulting from the proposed
I-73 Connector have a moderate potential of impacting water quality in the FLUSA.

The I-73 Connector, combined with other transportation projects will improve mobility through
Guilford County. This improved mobility will expand the commute shed for Greensboro,
Winston-Salem, and High Point which will in turn increase the amount of through traffic in the area.
These factors could make the area more attractive for highway-oriented uses such as gas stations,
restaurants, and hotels.

Local officials anticipate additional industrial development to occur in the future as a result of the
construction of the new I-73 interstate corridor and the expansion of PTI. Likely locations for this
development are along NC 68 between the airport and the proposed interchange with the
US 220/ NC 68 Connector, as well as surrounding proposed interchange locations along the corridor.

3

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
II. Indirect and Cumulative Effects Introduction

This report documents the information used to assess any future land use changes that could occur as
a result of this project. The predicted changes, if any, require action from a non-NCDOT party to
occur. The majority of the measures taken to avoid, minimize, and decrease the impact of future
land use changes in the project area would be coordinated with these groups.

III. Project Overview

The North Carolina Department of Transportation (NCDOT) proposes to connect NC 68 and Bryan
Boulevard, west of the Greensboro Western Loop, with a new location freeway. The I-73 Connector
[State Transportation Improvement Plan (TIP) Project I-5110] is a proposed one and a half mile long
new location freeway between NC 68 (near the proposed US 220/ NC 68 Connector – TIP Project
R-2413) and Bryan Boulevard at the Piedmont-Triad International Airport (PTI) (see Figure 1).
Right of way acquisition is scheduled for 2013, and construction in 2015.

Interstate 73 is a National Highway System corridor that extends from Sault Ste. Marie, Michigan to
near Myrtle Beach, South Carolina. In the Intermodal Surface Transportation Efficiency Act
(ISTEA) of 1991, the US Congress established the I-73/74 North-South Corridor as “Congressional
High Priority Corridor 5.” Roads identified on the National Highway System are recognized as
being important to the nation’s economy, defense, and mobility. High priority corridors are
designated to integrate regions, link major population centers of the country, provide opportunities
for increased economic growth, and serve the travel and commerce needs of the nation. The North
Carolina portion of I-73 generally follows US 220 and I-74. In the Triad area, I-73 runs
concurrently with US 220 from south of Greensboro to I-85 and along I-840 (Greensboro Western
Loop) to Bryan Boulevard. I-73 is proposed to follow the US 220/ NC 68 Connector (TIP Project
R-2413) and join US 220 northwest of Greensboro. There is no freeway in place to link the existing
and future portions of I-73 in this area.

The purpose of this project is to complete a missing link in the I-73 corridor by joining the existing
and future portions of I-73 in the Greensboro area. This will enhance north-south mobility and
interstate connectivity through North Carolina and the Piedmont Triad region.

The I-73 Connector will be built to interstate standards. It is proposed as a fully controlled access
facility with a typical section consisting of a multi-lane divided freeway with a 70-foot median,
four-foot paved median shoulders, and 12-foot paved outside shoulders. The right of way width is
expected to be at least 350 feet, and the posted speed limit is proposed to be 70 mph. According to
information from a 2008 NCDOT feasibility study (FS-0507A) for this project, the current (2007)
Annual Average Daily Traffic (AADT) estimates for the US 220/ NC 68 Connector and Bryan
Boulevard (assuming the I-73 Connector is in place) are 52,400 and 57,000 vehicles per day (vpd),
respectively. The design year (2035) forecasted AADT estimates are 68,000 vpd for the
US 220/ NC 68 Connector and 78,000 vpd for Bryan Boulevard.

Asheville
Winston-Salem Greensboro
Charlotte
Raleigh
Fayetteville
WilmingtonNorth Carolina Counties
Guilford County
GuilfordCountyForsythCounty
DavidsonCounty
RandolphCounty
AlamanceCounty
ChathamCounty
Greensboro
High Point
Winston-Salem Burlington
Asheboro
Thomasville
Lexington
DEPARTMENT OF TRANSPORTATIONSTATE OF NORTH CAROLINA
Map Sources:Greensboro GISGuilford County GISNorth Carolina Department of TransportationFlorence & Hutcheson
Figure 1 - Project Location &Future Land Use Study Area
I-73 Connector (I-5110)
US 220/ NC 68 Connector (R-2413)
Major Roads
Roads
Streams & Creeks
Waterbodies
Future Land Use Study Area (FLUSA)
Piedmont Triad International Property
Greensboro
Oak Ridge
Summerfield
Edgefield Road
CaindaleDrive
North RegionalRoad
Bryan Boulevard AirportParkway
Piedmont Triad International (PTI)Airport
Ridge Road
Pleasant
840
73
150
22068
68
40
BUS.
40
Forsyth County
Guilford County
Staffor d M ill R o a d
B u n ker
H ill Road
Market Street
C
u
d
e
R
o
a
d
LeabourneRoad
GallimoreDairy Road
Ballinger
Road
Fleming
R
oad
StanleyHuff Road
B u n c h R o a d
M o o r e s C r e e k
LakeHiggins
Brush Creek
Horsepen Creek
R e e d y F o r k
B e a v e r C r e e k
E
a
st
F
o
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k D e e p River
I-73 Connector
US 220/ NC 68Connector
TIP Project No. I-5110
ICE Screening ReportI-73 Connector from NC 68 to Bryan Boulevard
0 1 2Miles

4

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Upon completion of the I-73 Connector, the western end of Bryan Boulevard would remain in place
between NC 68 and North Regional Road for property access. The portion of Bryan Boulevard
between North Regional Road and Airport Parkway would be removed.

The proposed I-73 Connector is not expected to affect economic development in the area or serve a
specific development. It is not in response to PTI’s Airport Master Plan.

At the time of this document, it is expected the proposed project will require an Environmental
Assessment (EA). However, depending on the level of potential impacts and input from the various
environmental agencies, a Categorical Exclusion (CE) may be sufficient. According to Federal
Highway Administration (FHWA) guidance, “the degree to which indirect and cumulative impacts
need to be addressed in an EA depends on the potential for the impacts to be significant and will
vary by resource, project type, geographic location, and other factors.” Detailed indirect and
cumulative impacts are generally not conducted for a CE.

IV. Future Land Use Study Area

The Future Land Use Study Area (FLUSA) is the area surrounding a project that could be indirectly
affected as a result of the proposed project and other actions. This study area encompasses all of the
areas examined for potential increases in development pressure as a result of project construction.
Although it is the focus for data collection and analysis contained within this report, it is not meant
to infer that land use effects will be felt throughout the FLUSA. The area outlined in orange and
black on Figure 1 is the FLUSA for the proposed I-73 Connector.

The FLUSA is generally bounded by: Bunch Road to the north; Beaver Creek, Stafford Mill Road,
Bunker Hill Road in the west; I-40 to the south; and, PTI property, Fleming Road, Pleasant Ridge
Road, and Stanley Huff Road to the east. The FLUSA includes five jurisdictions – Greensboro,
Piedmont Triad Airport (PTI), Oak Ridge, Summerfield, and Guilford County – and one
unincorporated community – Colfax.

The FLUSA has been defined based on the following reasons:

 The potential for land use changes with respect to the I-73 Connector is low. It is a short
(1.5 miles), controlled access, freeway-to-freeway connection that will be built to interstate
standards. Induced development from these types of projects is generally expected to occur at
interchanges. This project does not have any proposed interchanges, but it will connect to one
being designed as part of the adjacent US 220/NC 68 Connector (R-2413) (north of Pleasant
Ridge Road at NC 68). The interchange was included in the Indirect and Cumulative Effects
(ICE) document for R-2413 (see Section VI, Other Transportation and Infrastructure Projects
for further discussion of related projects). It is more likely there will be cumulative impacts
associated with I-5110 than indirect land use impacts.
 With other transportation projects proposed in the area (R-2413, US 220/NC 68 Connector and
U-2524, Greensboro Western Loop, Interstate 840), the I-73 Connector will not influence
future land uses to the degree the other projects will. Potential land use changes associated

5

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
with other projects will be taken into account as cumulative impacts, but potential land use
changes are much more likely to take place as a result of other projects.
 More than half of the I-73 Connector project area falls within PTI’s future boundary as defined
in the airport’s recent master plan (see Figure 2). The planned airport expansion will drive
development in the area more so than this project. According to airport authorities, they are
not planning future expansion because of this project.
 I-40 will act as a barrier for development to the south.
 The area south and east of the existing airport property is already developed with little to no
developable land for miles.
 Fleming, Pleasant Ridge, Stanley Huff, and Bunch Roads were conservatively chosen as
FLUSA boundaries because indirect development pressure from the proposed project is not
expected to extend past, or even to these limits.
 While there is some developable land east of Fleming Road, the area to the west (inside the
FLUSA) is built-out with residential development. It is unlikely development as a result of the
proposed project will cross over this residential area.

V. Time Horizon

The time horizon for this analysis is through the year 2030. This time frame is consistent with
locally adopted transportation and land use plans, PTI’s airport master plan, and population
projections from the North Carolina Office of State Budget and Management.

VI. Other Transportation and Infrastructure Projects

The following are lists of other notable projects underway or foreseeable in the area (see Figure 2).

NCDOT’s 2009-2015 State Transportation Improvement Program Projects

 U-2524 (Greensboro Western Loop) – new location freeway from north of I-85 southwest of
Greensboro to east of US 220 north of the city; construction is complete from I-85 to Bryan
Boulevard; the remaining portion is scheduled for construction sometime after 2015.
 R-2413 (US 220/ NC 68 Connector) – four-lane divided roadway partially on new location and
partially widening existing US 220 from US 220 northwest of Greensboro to NC 68 near PTI.
The project will be built to interstate standards. Right of way acquisition and construction are
scheduled to begin in fiscal year (FY) 2012.
 R-2309 – widening of existing two-lane US 220 to a multi-lane facility with curb and gutter
from south of proposed I-840 (U-2524) to the northern end of the US 220/ NC 68 Connector
(R-2413). Right of way acquisition is in progress and construction is expected to begin in
FY 2012.
 R-2611 – widening of Market Street to multi-lanes from the unincorporated community of
Colfax west of PTI to NC 68. Right of way acquisition is in progress and construction is
expected to begin in FY 2011.

There are no other transportation projects with funding or a clear funding source.

Asheville
Winston-Salem Greensboro
Charlotte
Raleigh
Fayetteville
WilmingtonNorth Carolina Counties
Guilford County
GuilfordCountyForsythCounty
DavidsonCounty
RandolphCounty
AlamanceCounty
ChathamCounty
Greensboro
High Point
Winston-Salem Burlington
Asheboro
Thomasville
Lexington
DEPARTMENT OF TRANSPORTATIONSTATE OF NORTH CAROLINA
Map Sources:Greensboro GISGuilford County GISNorth Carolina Department of TransportationFlorence & Hutcheson
Edgefield Road
CaindaleDrive
North RegionalRoad
Bryan Boulevard AirportParkway
Piedmont Triad International (PTI)Airport
Ridge Road
Pleasant
840
73
150
22068
68
40
BUS.
40
Forsyth County
Guilford County
Staffor d M ill R o a d
B u n ker
H ill Road
Market Street
C
u
d
e
R
o
a
d
LeabourneRoad
GallimoreDairy Road
Ballinger
Road
Fleming
R
oad
StanleyHuff Road
B u n c h R o a d
M o o r e s C r e e k
LakeHiggins
Brush Creek
Horsepen Creek
R e e d y F o r k
B e a v e r C r e e k
E
a
st
F
o
r
k D e e p River
I-73 Connector
US 220/ NC 68Connector
R-2611
U-2524
R-2309
City BridgeReplacement
GTCC
TIP Project No. I-5110
ICE Screening ReportI-73 Connector from NC 68 to Bryan Boulevard
Figure 2 - Other Projects
I-73 Connector (I-5110)
US 220/ NC 68 Connector (R-2413)
R-2309 (US 220 Widening)
R-2611 (Market Street Widening)
U-2524 (Greensboro Wester Loop)
Future Land Use Study Area (FLUSA)
Piedmont Triad International Property
PTI Planned Expansion
New GTCC Campus
Greensboro Bridge Replacement
0 1 2Miles

6

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Infrastructure Projects

 Greensboro Technical Community College has recently begun construction of the school’s
fourth campus on the northwest corner of NC 68 and Leabourne Road. The new campus will
include three buildings (with a total of about 250,000 square feet of floor space) and a
three-level parking garage. Construction is expected to be completed in the Spring of 2013.
 The City of Greensboro’s Engineering and Inspections and Water Resources Departments plan
to extend water and sewer services to the new GTCC campus in 2011. As part of this project,
water and sewer infrastructure is planned for the area bounded by NC 68, Leabourne Road,
Cude Road, and Pleasant Ridge Road.
 The City of Greensboro plans to replace the bridge on Ballinger Road over Horsepen Creek
east of I-73/ I-840 and outside of the FLUSA. Construction is scheduled to begin in 2011.

VII. Transportation Impact Causing Activities

Travel Time Savings

Travel times are unlikely to change considerably. Motorists traveling between Bryan Boulevard/
Airport Parkway and NC 68 north of Edgefield Road currently travel along Bryan Boulevard to its
interchange with NC 68 and then north on NC 68. This route is approximately 3.5 miles long. The
posted speed limit along both roadways is 55 miles per hour (mph). Taking the distance and speed
into account, it takes motorists about four minutes to complete the trip. Using the proposed I-73
Connector to make the same trip would take motorists about two minutes, assuming a 70 mph speed
limit on the Connector and 35 mph on loops or ramps. Travel time savings are considered to be
negligible at two minutes or less.

Property Access

The I-73 Connector could result in minor access changes to some properties. The roadway network
will generally remain undisturbed. A cul-de-sac could potentially be provided on Bryan Boulevard
east of North Regional Road to maintain access between NC 68 and properties along North Regional
Road. In this case, Bryan Boulevard would be abandoned between the cul-de-sac and the proposed
southern terminus of the I-73 Connector. Access to one or two properties west of the proposed
NC 68 interchange may be altered slightly. In the event these properties would otherwise become
landlocked with the construction of this project, a new connection will be provided. Another
potential location for a cul-de-sac is along North Regional Road south of Caindale Drive. Access to
properties will be maintained from the southern end of North Regional Road via the remaining part
of Bryan Boulevard.

The I-73 Connector is proposed as a fully controlled access freeway on new location, and therefore,
will not provide any new access to properties.

7

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Travel Patterns

The I-73 Connector is unlikely to change travel patterns considerably. The main entrance to the
airport will remain at its current location (Bryan Boulevard and Airport Parkway). People wanting
to go to the airport from the south and east via Bryan Boulevard and I-73/ I-840 will still travel the
same way as they do today. People going to the airport from the south and west currently get there
via NC 68 and Bryan Boulevard. Since part of Bryan Boulevard west of Airport Parkway will most
likely be abandoned, travelers from the south and west will be required to drive 1.8 miles further
along NC 68 to the I-73 Connector to reach Airport Parkway. Those going to the airport from the
north via NC 68 will no longer drive as far south on NC 68 to get to Bryan Boulevard. Instead, they
will use the proposed I-73 Connector.

The local routes people use to travel to their homes, work, or to go shopping could be minimally
affected once the proposed project is completed. Other than the part of Bryan Boulevard that may be
abandoned and the potential to make North Regional Road a dead end, all other routes should remain
unchanged. Employees at North Regional Road businesses who get to work via westbound Bryan
Boulevard will have to instead use the I-73 Connector, NC 68, the remaining part of Bryan
Boulevard, and North Regional Road. Likewise, those arriving from the north on NC 68 will no
longer be able to turn left onto Pleasant Ridge Road to get to North Regional Road due to a
cul-de-sac on North Regional Road. They will be required to continue southbound on NC 68 to the
remaining part of Bryan Boulevard.

Some routes may be temporarily impacted during construction. In these cases, traffic will be
maintained by providing alternative access.

Property Exposure

The I-73 Connector is likely to increase the exposure of some properties in the area surrounding the
proposed interchange with NC 68. There are undeveloped and agricultural tracts of land adjacent to
the interchange and some that are farther removed to the north, west, and northeast. Properties
immediately adjacent to the interchange may become more attractive for highway commercial
development that would benefit from passing traffic (gas stations, fast food restaurants, etc.).
However, it should be noted that Guilford Technical Community College (GTCC) owns a large tract
of land at the northwest corner of NC 68 and Leabourne Road and will soon be breaking ground on a
new facility. The presence of GTCC and water and sewer infrastructure in this area could also
increase property exposure. According to local planning officials, there has been some interest by a
developer(s) to build an apartment complex nearby that may be targeted for student housing.

Properties farther removed from the proposed interchange could become attractive for residential
development. People may be more interested in moving to the area to take advantage of access to
several major transportation corridors.

8

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Land Use and Transportation Nodes

The proposed project may somewhat alter land use patterns near the planned interchange. However,
local planning officials indicate land uses will continue to be influenced by PTI rather than the I-73
Connector. Greensboro’s future land use map dated February 19, 2010 shows the trend of industrial
and office building development will continue through the year 2025 (Greensboro Connections 2025
Comprehensive Plan). This type of development may occur sooner as a result of the I-73 Connector
along with the adjacent proposed US 220/ NC 68 Connector (R-2413).

This project along with the US 220/ NC 68 Connector will extend the I-73 corridor into the northern
parts of Guilford County. It is likely the combination of these two projects along with the proximity
to PTI and direct access to I-840 and NC 68 will enhance the transportation node that already exists.

VIII. Population Trends and Projections

According to the US Census Bureau, Guilford County’s population increased by about 21% between
1990 and 2000, or 2% annually. Based on county projections from the North Carolina Office of
State Budget and Management, the population of Guilford County is expected to have increased by
about 1.5% per year between 2000 and 2010. From there it is projected to continue rising 1.5% per
year through the year 2020. The rate of growth will drop slightly to about 1.3% per year between
2020 and 2030.

Population growth trends within the FLUSA can be expected to be similar to those projected for
Guilford County up to the time horizon of this study.

VIX. Job Trends and Projections

According to data from the Employment Security Commission of North Carolina (ESCNC), the
number of Guilford County jobs increased by 14,802 between 1997 and 2007, a 0.6% annual growth
rate. The FLUSA is part of the Greensboro/ High Point/ Guilford Workforce Development Board
(WDB). The ESCNC’s projections for this WDB between 2006 and 2016 show the number of jobs
increasing by 66,180, or 1.2% annually.

Annual job growth rates for the FLUSA were estimated using the WDB employment projections and
population percentages from the 2000 US Census data. The WDB total projected employment
growth (66,180 jobs) was distributed to Greensboro, High Point, and Guilford County (minus
Greensboro and High Point) based upon their percentage share of the total County population in
2000. Greensboro and High Point comprised approximately 53% and 20%, respectively, of the total
2000 population in Guilford County. The remaining part of Guilford County accounted for 27%.
The projected employment for Greensboro and Guilford County was then distributed within the
FLUSA based on the percentage of area of each in the FLUSA and professional judgment. The
projected employment for High Point was not included since no part of High Point is within the
FLUSA. This distribution assumed that the FLUSA contained approximately 5% of Greensboro’s
employment base and 3% of Guilford County’s employment base.

9

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Based on the methodology described above, it is estimated that the FLUSA will experience an
annual job increase of 2% between 2006 and 2016. Job projections past the year 2016 were not
available at the time of this assessment.

X. Municipal Utilities

Guilford County, Oak Ridge, and Summerfield do not currently provide water and sewer services.
Except for those areas, the FLUSA is within Greensboro’s water and sewer service boundary. Not
all areas in the water and sewer service boundary currently have service. The areas that do not are
included in the service boundary because City officials have determined that water and sewer
services could be extended to these areas in the future. The likelihood of extension falls into
categories A, B, and C, with A being the most likely and C the least (see Figure 3). According to a
Greensboro official, water and sewer services could be “readily provided” in areas categorized as A.
One or the other, but not both, of the services could be readily provided to areas in category B, and C
indicates areas where neither service is likely to be provided in the near future. According to the
official, the time frame for extending water and sewer services will be driven by development
pressure. An example of this is the current project to extend services to the new GTCC campus.
Though the future campus is shown as being within Category C on Figure 3, the planned project
prompted the extension of services to the area.1 Once completed, areas along NC 68 up to the
campus and properties along Leabourne Road, Cude Road, and part of Pleasant Ridge Road will
have access to City water and sewer services.

Generally, there are existing water and sewer services within the FLUSA east of Pleasant Ridge
Road and south of Market Street. A municipal water storage is located on the west side of North
Regional Road across from Caindale Drive. The proposed designs will consider all reasonable
options to avoid relocating the tower, if possible.

Greensboro’s water supply comes from four sources – Lake Higgins, Lake Townsend, Lake Brandt,
and the recently added Randleman Lake – to produce a finished (after treatment) water capacity of
nearly 38 million gallons of water per day (mgd). In addition, the City of Greensboro has contracted
with Burlington and Reidsville for an extra five mgd from each on an as-needed basis. Randleman
Lake will be able to produce another 19 mgd in the future, which allows Greensboro to match its
production needs to demands as development increases. According to Greensboro’s Water Supply
Master Plan (December 31, 2009), the additional 19 mgd will meet the City’s needs over the next
30-40 years. Three water treatment plants (at Lake Brandt, Lake Townsend, and Randleman Lake)
currently pump water to businesses and residents. The plants at Lake Brandt and Lake Townsend
each have a capacity of 30 mgd. The plant at Randleman Lake has a capacity of 12 mgd, half of
which is designated for Greensboro.

Based on information from the Master Plan, current water demand is 31 to 35 mgd, leaving a
remaining capacity of three to seven mgd (not including the supplemental amount of 10 mgd
available from Burlington and Reidsville).

1 The water sewer service areas information was created prior to knowledge of GTCC’s future campus. Therefore, the
site of the planned GTCC campus is shown as being within Category C (not likely to have water or sewer services in the
future) on Figure 3.
Asheville
Winston-Salem Greensboro
Charlotte
Raleigh
Fayetteville
WilmingtonNorth Carolina Counties
Guilford County
GuilfordCountyForsythCounty
DavidsonCounty
RandolphCounty
AlamanceCounty
ChathamCounty
Greensboro
High Point
Winston-Salem Burlington
Asheboro
Thomasville
Lexington
DEPARTMENT OF TRANSPORTATIONSTATE OF NORTH CAROLINA
Map Sources:Greensboro GISGuilford County GISNorth Carolina Department of TransportationFlorence & Hutcheson
Figure 3 - Water & Sewer
I-73 Connector (I-5110)
US 220/ NC 68 Connector (R-2413)
Roads
Future Land Use Study Area (FLUSA)
Piedmont Triad International Property
Water & Sewer Service Boundary
Category A - Extension Most Likely
Category B - Ext. Somewhat Likely
Category C - Extension Least LikelyEdgefield Road
CaindaleDrive
North RegionalRoad
Bryan Boulevard AirportParkway
Piedmont Triad International (PTI)Airport
Ridge Road
Pleasant
840
73
150
22068
68
40
BUS.
40
Forsyth County
Guilford County
Staffor d M ill R o a d
B u n ker
H ill Road
Market Street
C
u
d
e
R
o
a
d
LeabourneRoad
GallimoreDairy Road
Ballinger
Road
Fleming
R
oad
StanleyHuff Road
B u n c h R o a d
M o o r e s C r e e k
LakeHiggins
Brush Creek
Horsepen Creek
R e e d y F o r k
B e a v e r C r e e k
E
a
st
F
o
r
k D e e p River
I-73 Connector
US 220/ NC 68Connector
TIP Project No. I-5110
ICE Screening ReportI-73 Connector from NC 68 to Bryan Boulevard
0 1 2Miles

10

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report

Greensboro has two wastewater treatment facilities which can process a total of 56 mgd of
wastewater. The facilities currently treat an average of 29 mgd. There are no immediate future
plans for additional wastewater treatment facilities.

XI. Notable Features

Human Environmental Features

Notable human environmental features include (see Figure 4):

 Northwest Middle and High Schools along School Road
 Colfax Elementary School along Market Street
 E.P. Pearce Elementary School along Pleasant Ridge Road
 New Garden Friends School across from E.P. Pearce Elementary School – a private school
based on Quaker beliefs
 National Register of Historic Places: Old Mill of Guilford along NC 68 and the Shaw-Cude
House off of Cude Road
 A future Guilford Technical Community College campus along NC 68
 Piedmont Triad International (PTI) airport including: passenger services, a FedEx hub, GTCC
Aviation Center, commercial carrier and private aircraft maintenance facilities, fire and rescue
services, and the world headquarters for Honda Aircraft Company, Inc.
 Greensboro Fire Department Stations 17 (Old Oak Ridge Road) and 20 (Market Street)
 Oak Ridge Fire Department Station 51 off School Road
 Pleasant Ridge Golf Course along Pleasant Ridge Road east of NC 68
 Rick Murphy Golf Academy (offers golf instructions, shop and driving range) along Pleasant
Ridge Road west of NC 68
 Cardinal Golf and Country Club off Fleming Road

Natural Environmental Features

Notable natural environmental features include (see Figure 4):

 Based on the most recently updated (September 22, 2010 – accessed March 9, 2011)
county-by-county database of federally listed species in North Carolina as posted by the US
Fish and Wildlife Service (USFWS), two federally protected species are listed for Guilford
County: the Bald eagle and Small whorled pogonia. The Bald eagle is protected by the Bald
and Golden Eagle Protection Act. The Small whorled pogonia is considered a threatened
species. A preliminary environmental screening (November 16, 2010) found there is no
potential habitat for the Bald eagle in the area. It was determined that there are potential
habitat areas for the Small whorled pogonia. According to a representative from USFWS,
there should be no critical habitats or species under the Endangered Species Act within the
project area. In addition, a biological conclusion of “no effect” for the Small whorled pogonia
was reported in the Natural Resources Technical Report Addendum for the US 220/ NC 68
Asheville
Winston-Salem Greensboro
Charlotte
Raleigh
Fayetteville
WilmingtonNorth Carolina Counties
Guilford County
GuilfordCountyForsythCounty
DavidsonCounty
RandolphCounty
AlamanceCounty
ChathamCounty
Greensboro
High Point
Winston-Salem Burlington
Asheboro
Thomasville
Lexington
DEPARTMENT OF TRANSPORTATIONSTATE OF NORTH CAROLINA
Figure 4 - Notable Features
I-73 Connector (I-5110)
303(d) Impaired Waters
National Register Historic Places
Fire Stations
Schools
Golf Courses
Future Land Use Study Area (FLUSA)
New GTCC Campus
Significant Natural Heritage Areas
Water Supply Watersheds
East Fork Deep River WSW WS-IV
Reedy Fork WSW WS-III NSW
West Fork Deep River WSW WS-IV
Jordan Lake Watershed
Edgefield Road
CaindaleDrive
North RegionalRoad
Bryan Boulevard AirportParkway
Piedmont Triad International (PTI)Airport
Ridge Road
Pleasant
840
73
150
22068
68
40
BUS.
40
Forsyth County
Guilford County
Staffor d M ill R o a d
B u n ker
H ill Road
Market Street
C
u
d
e
R
o
a
d
LeabourneRoad
GallimoreDairy Road
Ballinger
Road
Fleming
R
oad
StanleyHuff Road
B u n c h R o a d
M o o r e s C r e e k
LakeHiggins
Brush Creek
Horsepen Creek
R e e d y F o r k
B e a v e r C r e e k
E
a
st
F
o
r
k D e e p River
I-73 Connector
US 220/ NC 68Connector
Old OakRidge Road
SchoolRoad
Reedy Creek WSWWS-III NSW Reedy Creek WSWWS-III NSW
West Fork Deep RiverWSW WS-IV
East Fork Deep RiverWSW WS-IV
TIP Project No. I-5110
ICE Screening ReportI-73 Connector from NC 68 to Bryan Boulevard
0 1 2Miles
Map Sources:Greensboro GISGuilford County GISNorth C arolina Departm ent of TransportationFlorence & Hutcheson

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
Connector (July 2010). Based on the information outlined above, this species is unlikely to be
found within one mile of the I-73 Connector project area.
 An area along Moores Creek in the northern part of the FLUSA is designated as a significant
Natural Heritage area. This designation identifies the area as having particular biodiversity
significance due to the presence of rare species, rare of high quality natural communities, or
other important ecological features.
 All streams in the FLUSA are in the Cape Fear River Basin. Reedy Fork, Moores Creek, and
Brush Creek have been assigned a best use classification of WS-III by the North Carolina
Division of Water Quality (NCDWQ). The classification WS-III indicates freshwaters used as
sources of water supply for drinking, culinary or food processing purposes where a WS-I or
WS-II classification is not feasible. These waters are protected for Class C uses. In addition,
these waters are classified as Nutrient Sensitive Waters (NSW) by the NCDWQ. This
supplemental classification is intended for waters needing additional nutrient management due
to the potential for excessive growth of microscopic or macroscopic vegetation.
 The East Fork Deep River has been assigned a best use classification of WS-IV by NCDWQ.
The classification WS-IV indicates freshwaters used as sources of water supply for drinking,
culinary, or food processing purposes where a WS-I, II or III classification is not feasible.
These waters are also protected for Class C uses. WS-IV waters are generally in moderately to
highly developed watersheds or protected areas.
 The following streams in the FLUSA are listed as 303(d) streams on NCDWQ’s 2010 final
303(d) list of impaired waters:
o Brush Creek is listed for ecological/ biological integrity for benthos and fish
communities
o East Fork Deep River is listed for fecal coliform and turbidity

XII. Development Regulations2

State and Federal Regulations

According to the North Carolina Division of Water Quality (NCDWQ), as a result of storm water
rules enacted by the Environmental Protection Agency (EPA) in 1999, construction or land
development activities that disturb one acre or more are required to obtain a National Pollutant
Discharge Elimination System (NPDES) storm water permit and site plan. An erosion and sediment
control plan must also be developed for these sites under the state’s Sedimentation Pollution Control
Act (SPCA) administered by the NC Division of Land Resources. Local governments may review
and enforce the erosion and sediment control plan within their jurisdiction, but the program has to be
as strict as the Division of Land Resources program. Site disturbances of less than one acre require
the use of NCDOT’s Best Management Practices (BMPs), but a site plan is not required.

According to the March 1997 NCDOT Best Management Practices for Protection of Surface Waters
report, BMPs include activities, practices, and procedures undertaken to prevent or reduce water
pollution, such as: on-site detention areas, vegetative buffers, culverts, inspections and enforcement,

2 Parts of this section were taken from NCDOT’s R-2413 Qualitative Indirect and Cumulative Effects report dated
September 30, 2005. The information was verified for accuracy for the purposes of this document.

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
and erosion control. Site disturbances greater than one acre require both the application of BMPs as
well as a site plan.

In 1972, the National Pollutant Discharge Elimination System (NPDES) program was established
under the authority of the Clean Water Act. Phase I of the NPDES stormwater program was
established in 1990. It requires NPDES permit coverage for large or medium municipalities with
populations of 100,000 or more. The Phase II program extends permit coverage to smaller
(< 100,000 pop.) communities and public entities that own or operate a municipal separate storm
sewer system (MS4) by requiring them to apply for and obtain an NPDES permit for storm water
discharges.

Guilford County has been automatically designated by the EPA as a Phase II permittee.
Consequently, as required by the Federal regulations, Guilford County must, at a minimum, develop,
implement, and enforce a storm water program designed to reduce the discharge of pollutants from
the MS4 to the maximum extent practicable using the six minimum control measures of the Phase II
program. Each of the six minimum controls requires the use of Best Management Practices (BMPs)
and measurable goals (i.e., narrative or numeric standards used to gauge program effectiveness).
Among other things, the developed storm water program will provide regulatory controls for future
developments using post construction storm water management techniques such as planning and
growth controls, site-based local controls (e.g., impervious surface limits), as well as miscellaneous
storage, vegetative, and infiltration practices. The County does implement Watershed Protection and
Storm Water Management Plans. Potential impacts to water quality throughout the project area
should be minimized due to the presence of state and local water supply watershed protection
regulations, the creation and implementation of Guilford County’s Phase II storm water plan, and
land use plans/zoning regulations enforced by the various municipalities throughout the FLUSA
(including riparian buffers and the preservation of open space/natural land).

Basins and Water Supply Watershed Regulations

The I-73 Connector FLUSA falls within the Cape Fear River Basin. The NCDWQ prepared a Cape
Fear River Basin-wide Water Quality Plan in 2005 in an effort to create long-term water quality
management strategies for local and state officials. The Plan recommends that all agencies and
groups interested in development and water quality in Greensboro work together to plan growth of
the city in such a way that water quality and quantity are protected.

As mentioned previously in this report, the FLUSA is within the Reedy Fork, Moores Creek, and
Brush Creek Water Supply Watersheds (Class III), and the East Fork Deep River Water Supply
Watersheds (Class IV).

Development in the protected area of Class III water supply watersheds is limited to two dwelling
units per acre or 24% built-upon area under the low-density option. Under the high-density option,
24-50% built-upon area is permitted.

Development in the protected area of Class IV water supply watersheds has density limits. For
projects without curb and gutter street systems under the low-density option development is limited

13

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
to two dwelling units per acre (or 24% built-upon area) or three dwelling units per acre (or 36%
built-upon area). Under the high-density option, 24-70% built-upon area is allowed if developers
control runoff from the first inch of rainfall.

The 10/70 provision is allowed in the protected area of Class III and Class IV water supply
watersheds. This provision allows local governments to use 10% of the non-critical area of each
watershed within its jurisdiction for new development or expansion up to 70% built-upon area
(without storm water control), provided that the low-density option is used in the remainder of the
watershed.

A part of the FLUSA is within the Jordan Lake Watershed boundary and is subject to the Jordan
Lake Nutrient Management Strategy Rules (see Figure 4). Jordan Lake is located in Chatham
County at the confluence of the Haw River and the Deep River. It serves as a water supply for
several communities, as well as a recreational area. The Jordan Nutrient Strategy is a set of rules
designed to reduce nutrient over-enrichment in the lake and restore it to full use. The rules are in
place to reduce pollution from wastewater discharges, stormwater runoff from development,
agricultural activities, and fertilizer application.

Local Development Regulations

The City of Greensboro’s Adopted Land Development Ordinance includes development regulations
based on the state and federal requirements discussed previously. Similar environmental regulations
are included in the ordinances for Oak Ridge and Summerfield.

Greensboro’s Airport Overlay District requires developers proposing any structure over 50 feet to
get written documentation from the airport authority that it will not interfere with airport operations.
No permit or plan approval will be granted without compliance. Additionally, residential uses are
prohibited inside the federally approved airport noise cone with the exception of single-family
detached dwellings on lots that are at least 40,000 square feet in area.

XIII. Available Land

To determine the potential market for future development, land within the FLUSA was identified as
“developed,” “undeveloped/constrained,” or “undeveloped/unconstrained.” Categorizing available
land was completed using tax data, GIS data, and aerial photography. Small parcels with a structure,
subdivided lots that have been platted but not built on, industrial sites, PTI property, Greensboro
Technical Community College (GTCC) property, and road right of way were considered developed.
Next, constraints on development were overlaid on the map, including water bodies, streams
identified by NCDWQ, and National Wetland Inventory (NWI) wetlands. Finally, the undeveloped
land was identified as either undeveloped/constrained (if it was covered by one or more of these
overlays) or undeveloped/unconstrained.

There are approximately 15,350 acres of land in the FLUSA. Of this, approximately 9,640 acres
(63%) is currently developed (see Figure 5). Of the 5,710 acres of undeveloped area, approximately
4,400 acres (29% of the total) is considered constrained – protected by streams, wetlands, ponds, and
Asheville
Winston-Salem Greensboro
Charlotte
Raleigh
Fayetteville
WilmingtonNorth Carolina Counties
Guilford County
GuilfordCountyForsythCounty
DavidsonCounty
RandolphCounty
AlamanceCounty
ChathamCounty
Greensboro
High Point
Winston-Salem Burlington
Asheboro
Thomasville
Lexington
DEPARTMENT OF TRANSPORTATIONSTATE OF NORTH CAROLINA
Map Sources:Greensboro GISGuilford County GISNorth Carolina Department of TransportationFlorence & Hutcheson
Figure 5 - Available Land
I-73 Connector (I-5110)
US 220/ NC 68 Connector (R-2413)
Major Roads
Roads
Streams & Creeks
Waterbodies
Future Land Use Study Area (FLUSA)
Undeveloped/ Unconstrained Land
Undeveloped/ Constrained Land
Developed Land
Edgefield Road
CaindaleDrive
North RegionalRoad
Bryan Boulevard AirportParkway
Piedmont Triad International (PTI)Airport
Ridge Road
Pleasant
840
73
150
22068
68
40
BUS.
40
Forsyth County
Guilford County
Staffor d M ill R o a d
B u n ker
H ill Road
Market Street
C
u
d
e
R
o
a
d
LeabourneRoad
GallimoreDairy Road
Ballinger
Road
Fleming
R
oad
StanleyHuff Road
B u n c h R o a d
M o o r e s C r e e k
LakeHiggins
Brush Creek
Horsepen Creek
R e e d y F o r k
B e a v e r C r e e k
E
a
st
F
o
r
k D e e p River
I-73 Connector
US 220/ NC 68Connector
TIP Project No. I-5110
ICE Screening ReportI-73 Connector from NC 68 to Bryan Boulevard
0 1 2Miles

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
stream buffers. The remaining 1,310 acres (8% of the total) of land is classified as
undeveloped/ unconstrained, which includes active farmland, forested areas, open space, and large
parcels with single structures. Undeveloped/unconstrained areas generally represent land within the
FLUSA that could be developed in the future.

XIV. Market for Development

Current Development Pressures

As stated before in this report, the Piedmont Triad International airport (PTI) has had the most
influence on recent development in much of the FLUSA. The airport, along with the proximity to
major transportation corridors, has attracted shipping, distributing, and other transportation related
industries. In addition to industrial development, there are a number of office and commercial
buildings. The recent addition of a FedEx hub at PTI increased the amount of industrial and
commercial development. The area north of PTI has been mostly developed as residential areas.
However, tax data from Guilford County indicates about 80% of the homes in the FLUSA were built
prior to 2000. Those that have been built in the last 10 years have generally been distributed evenly
over the study area with no large developments. This indicates there has not been much residential
development pressure.

Development Market Assumptions

According to local planning documents, future land use maps, and information from local officials,
the current development trends are expected to continue through the year 2030. As PTI continues to
grow and the interstate network (I-73 and I-840) is completed, the area around the airport and along
Market Street will continue to see industrial and commercial development. Local officials expect
these types of land uses on the west side of NC 68 and north. In addition, the planned GTCC
campus and accompanying water and sewer service extension is likely to attract supporting
development (commercial, multi-family residential, etc.). Recent development in the FLUSA has
been steady, but local officials anticipate the area to be mostly built out by 2030 (assuming the
proposed transportation projects will be built and PTI grows as officials there expect).

According to their Airport Master Plan Update and Strategic Long-Range Visioning Plan
(September, 2010), PTI officials anticipate the recently completed third runway will attract new
tenants and encourage existing tenants to expand their operations. Six of the largest airport tenants
and their development plans are listed below:

 FedEx – this hub operation will ultimately require 250 acres of airport land (it currently
occupies about 165 acres).
 TIMCO Aviation Services, Inc. – this maintenance and repair operation currently leases
approximately 30 acres with a lease option for an additional 10 acres; TIMCO has plans to
expand their facilities with additional maintenance shops, hangar, ramp, ramp access, and
parking space.
 Cessna Citation Service Center – this facility leases four acres and has plans to double the size
of the current building.

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
 Comair Maintenance Facility – this maintenance facility currently occupies about four acres
and has no immediate plans for expansion.
 Honda Aircraft Headquarters – this aircraft maker occupies approximately 70 acres with a
lease option for an additional 30 acres.
 T.H. Davis Aviation Center – this 120,000 square-foot training facility is operated by GTCC
and could expand further to accommodate worker training for additional airport tenants.

In addition to these development plans at the airport, PTI has plans to expand their facilities over the
next 10 years. These expansions include: a passenger terminal, terminal support area, airport and
rental car remote parking, aviation-related developments, and general aviation areas. The majority
of this development will occur on existing airport property; however, the airport plans to acquire
approximately 240 additional acres to accommodate future plans. Beyond 10 years, PTI expects
airport-related development pressure will require approximately 2,030 more acres.

XV. Indirect Screening Matrix Methodology and Matrix

The categories listed on the Indirect Screening Matrix (see Table 1) have been shown to influence
land development decisions in numerous areas statewide and nationally. The measures used to rate
the impacts from a high concern for indirect effects potential to less concern for indirect effects
potential are supported by documentation sections. Each characteristic is assessed individually and
the results of the table are looked at comprehensively to determine the indirect effects potential of
the proposed project. The scope of the project, change in accessibility, public policy, and notable
environmental features categories are given extra weight to determine if future growth in the area is
related to the project modifications.

Table 1 – Indirect Land Use Effects Screening Tool
Rating
Scope
of
Project
Change in
Accessibility
Forecasted
Population
Growth
Forecasted
Employment
Growth
Available
Land
Water/
Sewer
Availability
Market for
Development
Public
Policy
Notable
Environmental
Features
Result
More Concern
Major
New
Location
> 10 Minute
Travel Time
Savings
> 3%
Annual
Population
Growth
Substantial
Number of
New Jobs
5,000+
Acres of
Land
All Services
Existing/
Available
Development
Activity
Abundant
Less
Stringent,
No Growth
Management
Targeted or
Threatened
Resources

X X X
X X X
Possible
Indirect
Scenario
Assessment

X X X

Less Concern
Very
Limited
Scope
No Travel
Time
Savings
No
Population
Growth or
Decline
No New Jobs
or Job Losses
Limited
Land
Available
No Service
Available
Now or In
the Future
Development
Activity
Lacking
More
Stringent
Growth
Management
Features
Incorporated in
Local
Protection

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
XVI. Screening Matrix Results

The indirect land use effects screening tool indicates the proposed I-73 Connector may cause indirect
effects and an Indirect Scenario Assessment could possibly be required.

With regards to indirect land use effects, this new location I-73 Connector project is a neutral
concern. Its short length (about 1.5 miles), fully controlled access, and connection between existing
or planned interchanges limit its indirect effects on land use.

As discussed in Section VII. Transportation Impact Causing Activities, the travel time saving will be
low at approximately two minutes.

The forecasted population growth is expected to follow the same trend as the County at about 1.5%
per year through 2020 and dropping slightly to 1.3% per year between 2020 and 2030.

The expected forecasted employment growth could be a slight concern. As described in Section
VIII. Job Trends and Projections, the FLUSA is expected to experience an annual job increase of
about 2% compared to the ESCNC’s prediction of 1.2% annually.

There are approximately 5,710 acres of undeveloped land in the FLUSA. However, 4,400 acres of it
(77%) are constrained by streams, wetlands, ponds, and stream buffers. Only 1,310 acres are
considered undeveloped and unconstrained. Additionally, PTI plans to acquire about 900 acres over
the next 20-30 years and as much as 1,500 acres more later. For these reasons, the amount of
developable land in the FLUSA was rated lower.

About half of the FLUSA currently has access to water and sewer services, but it is in areas that are
mostly already developed. The City plans to extend services along NC 68 to the new GTCC
campus. Greensboro has a water and sewer service policy in place that will extend services to those
areas of its jurisdiction that do not currently have it as development demands it. The majority of the
FLUSA falls within the City’s water and sewer service boundary.

Recent development activity has been influenced by the expansion of PTI. Industrial and
commercial development has been attracted to the area since the new FedEx hub was built.

Jurisdictions in the FLUSA follow state and federal development regulations to protect water
quality. Again, the presence of PTI also has an influence on development around it. In addition to
height restrictions, there are development limitations for areas within its noise cone.

There are notable environmental features in the FLUSA. These will be protected by best
management practices and state and federal regulations.

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STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
XVII. Indirect Effects Summary

No indirect effects are expected from the proposed I-73 Connector alone. The major factors
contributing to this result are the limited scope of the project, the existing and planned interstate
network in the area, and the influence of Piedmont Triad International airport on development in
much of the FLUSA.

The I-73 Connector will be designed as a short (1.5 mile), freeway to freeway connection with fully
controlled access. It alone will not give new exposure to properties along its alignment. Properties
in the immediate vicinity of the proposed interchange with NC 68 may become more attractive for
commercial development, but this project has been taken into account in local land use plans. Local
officials expect this area to develop according to their future land use plans if the I-73 corridor is
completed and PTI expands as expected.

The need for this project is to provide a connection between an existing freeway (Bryan Boulevard)
and the proposed US 220/ NC 68 Connector. Once completed, I-73 will extend to northern Guilford
County. The combination of these transportation projects may have some effect on the rate and type
of development, but this project alone should not result in considerable indirect effects.

XVIII. Cumulative Effects Summary

It is reasonable to assume past actions (the new FedEx hub at PTI, the Bryan Boulevard relocation,
and industrial development) have had some cumulative effect on environmental resources. Future
airport and GTCC development, infrastructure development, and planned transportation projects
could continue to cumulatively affect on environmental resources (see Section XIV. Market for
Development for a more detailed discussion of future development). Notable features include a
significant Natural Heritage area and 303(d) impaired waters. Another item to note is part of the
FLUSA is within the Jordan Lake Watershed boundary and subject to the Jordan Lake Nutrient
Management Strategy Rules (see Figure 4). A more detailed cumulative effects analysis will be
conducted in the future, and the results will be documented in a Land Use Scenario Assessment.

None of the preliminary alternatives for the I-73 Connector will notably contribute to cumulative
impacts on impaired and protected notable environmental resources. The 303(d) impaired waters, as
shown on Figure 4, are in areas that are already developed and are unlikely to be affected by
cumulative effects. The proposed project, in conjunction with other past and future actions, should
not cause land use changes in these areas. Small undeveloped areas along the impaired section of
Brush Creek south of the project are expected to develop with or without the I-73 Connector. Local
officials and PTI representatives anticipate development in these areas will be influenced by the
airport’s future plans for expansion. Direct environmental impacts from NCDOT projects are
addressed by avoidance, minimization, and/or mitigation consistent with programmatic agreements
with the natural resource agencies during the Merger and permitting processes.

The I-73 Connector FLUSA is within the study area defined in the Qualitative Indirect and
Cumulative Effects document for the adjacent proposed US 220/ NC 68 Connector (R-2413).
Though that document does not account for this project, it does consider the other transportation

18

STATE OF NORTH CAROLINA TIP Project No. I-5110
DEPARTMENT OF TRANSPORTATION I-73 Connector from NC 68 to Bryan Boulevard
ICE Screening Report
projects listed earlier in this document as well as the recently constructed Bryan Boulevard
relocation. Since the scope of this project is minor in comparison to the US 220/ NC 68 Connector
and the FLUSA is within its ICE study area, it is reasonable to rely somewhat on the cumulative
effects conclusions for R-2413.

The potential effects of a transportation improvement project could increase when considered along
with other public or private development-related activities. The I-73 Connector, combined with
other transportation projects will improve mobility through Guilford County. This improved
mobility will expand the commute shed for Greensboro, Winston-Salem, and High Point which will
in turn increase the amount of through traffic in the area. These factors could make the area more
attractive for highway-oriented uses such as gas stations, restaurants, and hotels.

Local officials anticipate additional industrial development to occur in the future as a result of the
construction of the new I-73 interstate corridor and the expansion of PTI. Likely locations for this
development are along NC 68 between the airport and the proposed interchange with the
US 220/ NC 68 Connector, as well as surrounding proposed interchange locations along the corridor.

Based on the findings and conclusions of this report and those from the Qualitative Indirect and
Cumulative Effects document for R-2413, any indirect effects to land use change and cumulative
effects to the environment resulting from the proposed I-73 Connector have a moderate potential of
impacting water quality in the FLUSA.

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STATE OF NORTH CAROLINA TIP Project No. I-5110
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ICE Screening Report
XIX. Sources

City of Greensboro, Comprehensive Parks and Recreation Master Plan Update, March 2005

City of Greensboro, Connections 2025 Comprehensive Plan, May 2003 (amended January 2009)

City of Greensboro, Land Development Ordinance, June 2010

City of Greensboro web site and GIS viewer, www.greensboro-nc.gov, accessed January 2011

Employment Security Commission of North Carolina web site, www.ncesc.com

GUAMPO, Greensboro Urban Area Comprehensive Transportation Plan, September 2007

GUAMPO, Long Range Transportation Plan 2035, January 2009

GUAMPO, Greensboro Urban Area Thoroughfare Plan, July 2005

Guilford County, Airport Area Plan, May 2008

Guilford County, Guilford County Comprehensive Plan – Goals, Objectives, and Policies,
(September 2006)

Guilford County website, www.co.guilford.nc.us, accessed January 2011

NC One Map web site, www.nconemap.com

North Carolina Department of Environment and Natural Resources (DENR), Water Supply
Watersheds, available from www.enr.state.nc.us

North Carolina Department of Commerce web site, www.nccommerce.com

North Carolina Department of Transportation, 2009-2015 State Transportation Improvement
Program, available from www.ncdot.org/planning/development/TIP/TIP/Trans/

North Carolina Division of Water Quality, Final 2010 303(d) List of Impaired Waters

North Carolina Office of State Budget and Management web site, www.osbm.state.nc.us

Piedmont Triad International Airport, Airport Master Plan Update and Strategic Long-Range
Visioning Plan, September 2010

Piedmont Triad International Airport, Executive Summary for the Final Environmental Impact
Statement for Proposed Runway 5L/ 23R, Proposed New Overnight Express Air Cargo Sorting and
Distribution Facility, and Associated Developments, November 2001

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STATE OF NORTH CAROLINA TIP Project No. I-5110
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ICE Screening Report

Town of Oak Ridge, Oak Ridge Land Use Plan, May 2007

Town of Oak Ridge, Oak Ridge Thoroughfare Plan, May 2003

Town of Summerfield, Comprehensive Plan: Our Town, Our Plan, May 2010

Town of Summerfield, Development Ordinance

US Census Bureau, 1990 and 2000 Census
(V
e
r
s
i
o
n

1
.
2
;

R
e
l
e
a
s
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Page 2of 5
Sh
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3
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PROJECT REFERENCE NO.
SHEET NO.
1-5110
BUFFER DATA
PAGE 4 OF 5
GRASS SWALE DATA
DA= 0.82ac
SLOPE= 1.72%
L REQ.= 82'
L PRO.= 150'
Q2= 2.59cfs
V2= 1.71ft/s
D2= 0.50'
Q10= 3.35cfs
V10= 1.99ft/s
D10= 0.53'
GRASS SWALE DATA
DA= 0.47ac
SLOPE= 0.3%
L REQ.= 47'
L PRO.= 250'
Q2= 1.58cfs
V2= 1.32ft/s
D2= 0.90'
Q10= 2.05cfs
V10= 1.40ft/s
D10= 0.99'
GRASS SWALE DATA
DA= 1.19ac
SLOPE= 0.3%
L REQ.= 119'
L PRO.= 500'
Q2= 4.04cfs
V2= 1.87ft/s
D2= 1.20'
Q10= 5.23cfs
V10= 1.99ft/s
D10= 1.32'
GRASS SWALE DATA
DA= 1.39ac
SLOPE= 0.3%
L REQ.= 139'
L PRO.= 400'
Q2 = 4.40cfs
V2= 1.87ft/s
D2= 1.21'
Q10= 5.65cfs
V10 = 2.00ft/s
D10= 1.37'
GRASS SWALE DATA
DA= 1.31ac
SLOPE= 0.3%
L REQ.= 131'
L PRO.= 350'
Q2= 3.86cfs
V2= 1.85ft/s
D2= 1.18'
Q10= 5.00cfs
V10= 1.97ft/s
D10= 1.30'
GRASS SWALE DATA
DA= 1.16ac
SLOPE= 0.3%
L REQ.= 116'
L PRO.= 300'
Q2= 3.42cfs
V2= 1.79ft/s
D2= 1.13'
Q10= 4.43cfs
V10= 1.70ft/s
D10= 1.32'
GRASS SWALE DATA
DA= 1.41ac
SLOPE = 0.3%
L REQ.= 141'
L PRO.= 350'
Q2 = 3.81cfs
V2= 1.84ft/s
D2= 1.18'
Q10= 4.94cfs
V10= 1.96ft/s
D10= 1.29'
BUFFER CHECK SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ
-L- STA. 27+50 TO -L- STA. 29+00 TO -L- STA. 31+50 TO -L- STA. 36+50 TO -L- STA. 40+50 TO -L- STA. 44+00 TO -L- STA. 47+00 TO
29+00 RT 31+50 RT 36+50 RT 40+50 RT 44+00 RT 47+00 RT 50+50 RT
PSH 4 PSH 4-5 PSH 5 PSH 5 PSH 5 PSH 6 PSH 6
GRASS SWALE DATA
DA= 1.40ac
SLOPE= 0.30%
L REQ.= 140'
L PRO.= 166'
Q2= 4.11 cfs
V2= 1.01Ws
D2= 0.71'
Q10= 5.32cfs
V10= 1.08ft/s
D10= 0.78'
GRASS SWALE DATA
DA= 1.50ac
SLOPE= 0.3%
L REQ.= 150'
L PRO.= 150'
Q2= 4.40cfs
V2= 1.11Ws
D2= 0.81'
Q10= 5.69cfs
V10= 1.18ft/s
D10= 0.90'
GRASS SWALE DATA
DA= 0.33ac
SLOPE= 0.30%
L REQ.= 33'
L PRO.= 134'
Q2= 0.98cfs
V2= 0.65ft/s
D2= 0.43'
Q10= 1.27cfs
V10= 0.69ft/s
D10= 0.47'
GRASS SWALE DATA
DA= 1.14ac
SLOPE= 0.3%
L REQ.= 114'
L PRO.= 150'
Q2= 3.33cfs
V2= 0.90ft/s
D2= 0.59'
Q10= 4.31 cfs
V10= 0.96ft/s
D10= 0.65'
GRASS SWALE DATA
DA= 1.55ac
SLOPE= 0.3%
L REQ.= 155'
L PRO.= 200'
Q2= 4.55cfs
V2= 1.12Ws
D2= 0.82'
Q10= 5.89cfs
V10= 1.19ft/s
D10= 0.91'
GRASS SWALE DATA
DA= 0.128ac
SLOPE= 0.3%
L REQ.= 13'
L PRO.= 50'
Q2= 0.38cfs
V2= 0.55ft/s
D2= 0.34'
Q10= 0.49cfs
V10 = 0.59ft/s
D10= 0.37'
GRASS SWALE DATA
DA= 1.17ac
SLOPE= 1.4%
L REQ.= 117'
L PRO.= 125'
Q2 = 3.44cfs
V2= 1.86ft/s
D2= 0.56'
Q10= 4.46cfs
V10= 1.98ft/s
D10= 0.61'
ROADWAY DITCH
- L- STA. 49 + 00 TO
50+66 CL
PSH 6
ROADWAY DITCH
-L- STA. 50+50 TO
52 +00 RT
PSH 6
ROADWAY DITCH
-L- STA. 50+66 TO
52+00 CL
PSH 6
ROADWAY DITCH
-L- STA. 52 + 00 TO
53+50 CL
PSH 6
ROADWAY DITCH
-L- STA. 54 +00 TO
56+00 RT
PSH 6
MEDIAN V DITCH CG
- L- STA. 61+50
TO 62+00 CL
PSH 7
MEDIAN V DITCH CG
- L- STA. 62 +00
TO 63+25 CL
PSH 7
GRASS SWALE DATA
DA= 1.53ac
SLOPE= 0.31%
L REQ.= 153'
L PRO.= 75'
Q2= 3.81cfs
V2= 1.08ft/s
D2= 0.77'
Q10= 4.93cfs
V10= 1.15ft/s
D10= 0.85'
GRASS SWALE DATA
DA= 1.60ac
SLOPE= 1.10%
L REQ.= 160'
L PRO.= 175'
Q2= 4.69cfs
V2= 1.83ft/s
D2= 0.65'
Q10= 6.07cfs
V10= 1.96ft/s
D10= 0.72'
GRASS SWALE DATA
DA= 1.06ac
SLOPE = 1.44%
L REQ.= 106'
L PRO.= 125'
Q2= 3.34cfs
V2= 1.86ff/s
D2= 0.55'
Q10= 4.33cfs
V10= 1.99ft/s
D10= 0.60'
GRASS SWALE DATA
DA= 1.31ac
SLOPE= 1.20%
L REQ.= 131'
L PRO.= 150'
Q2= 4.14cfs
V2= 1.84ft/s
D2= 0.61'
Q10= 5.36cfs
V10= 1.96ft/s
D10= 0.68'
GRASS SWALE DATA
DA= 1.17ac
SLOPE= 1.3%
L REQ.= 117'
L PRO.= 125'
Q2= 3.71cfs
V2= 1.84ft/s
D2= 0.58'
Q10 = 4.81 cfs
V10= 1.97ft/s
D10= 0.64'
GRASS SWALE DATA
DA= 1.09ac
SLOPE= 1.40%
L REQ.= 109'
L PRO.= 125'
Q2= 3.43cfs
V2= 1.86ft/s
D2= 0.56'
Q10= 4.45cfs
V10= 1.98ft/s
D10= 0.61'
GRASS SWALE DATA
DA= 0.37ac
SLOPE= 2.08%
L REQ.= 37'
L PRO.= 50'
Q2= 3.87cfs
V2= 1.78ft/s
D2= 0.27'
Q10= 5.01cfs
V10= 1.94ft/s
D10= 0.31'
SPECIAL CUT W/
HINGE DITCH CB
- L- STA. 62 +00
TO 62 + 75 RT
PSH 7
SPECIAL CUT W/
HINGE DITCH CB
-L- STA. 62 + 75
TO 64+50 RT
PSH 7
MEDIAN V DITCH CG
-L- STA. 67+00
TO 68+25 CL
PSH 7
SPECIAL CUT W/
HINGE DITCH CB
- L- STA. 67+00
TO 68+50 RT
PSH 7
MEDIAN V DITCH CG
-L- STA. 71+50
TO 72+75 CL
PSH 8
SPECIAL CUT W/
HINGE DITCH CB
- L- STA. 71+50
TO 72 + 75 RT
PSH 8
LATERAL BASE DITCH CC
- L- STA. 86 + 00
TO 87+25 LT
PSH 9
GRASS SWALE DATA
DA= 1.24ac
SLOPE= 0.48%
L REQ.= 124'
L PRO.= 125'
Q2= 18.02cfs
V2= 1.86ft/s
D2= 0.88'
Q10= 23.33cfs
V10= 2.00ft/s
D10= 1.00'
GRASS SWALE DATA
DA= 1.13ac
SLOPE= 2.96%
L REQ.= 113'
L PRO.= 125'
Q2= 2.81 cfs
V2= 1.80ft/s
D2= 0.20'
Q10= 3.64cfs
V10= 1.96ft/s
D10= 0.24'
GRASS SWALE DATA
DA= 0.30ac
SLOPE= 1.0%
L REQ. = 30'
L PRO.= 150'
Q2= 0.95cfs
V2= 1.09ft/s
D2= 0.38'
Q10= 1.23cfs
V10 = 1.16ft/s
D10= 0.42'
GRASS SWALE DATA
DA= 1.26ac
SLOPE= 1.2%
L REQ.= 126'
L PRO.= 150'
Q2= 3.13cfs
V2= 1.87ft/s
D2= 0.63'
Q10= 4.05cfs
V10 = 2.00ft/s
D10= 0.70'
GRASS SWALE DATA
DA= 0.66ac
SLOPE= 2.0%
L REQ.= 66'
L PRO.= 150'
Q2= 2.08cfs
V2= 1.71Ws
D2= 0.45'
Q10= 2.69cfs
V10= 1.83ft/s
D10= 0.50'
GRASS SWALE DATA
DA= 0.31ac
SLOPE= 2.75%
L REQ.= 31'
L PRO.= 92'
Q2= 1.26cfs
V2= 1.87ft/s
D2= 0.41'
Q10= 1.63cfs
V10= 2.00ft/s
D10= 0.45'
GRASS SWALE DATA
DA= 0.42ac
SLOPE= 1.75%
L REQ.= 42'
L PRO.= 50'
Q2 = 1.70cfs
V2= 1.70ft/s
D2= 0.50'
Q10= 2.21cfs
V10= 1.99ft/s
D10= 0.53'
LATERAL BASE DITCH CC LATERAL BASE DITCH CC MEDIAN V DITCH CG
- L- STA. 87+25 -L- STA. 87+25 -L- STA. 88+50
TO 89+00 LT TO 88+50 RT TO 90+00 LT
PSH 9 PSH 9 PSH 9
MEDIAN V DITCH CG
- L- STA. 90+00
TO 91+50 CL
PSH 9
SPECIAL CUT WI
HINGE DITCH CB
-L- STA. 90+00
TO 91+50 LT
PSH 9
MEDIAN V DITCH CG
-L- STA. 95 + 08 TO
96+00 CL
PSH 10
MEDIAN V DITCH CG
-L- STA. 96+50 TO
97+00 CL
PSH 10
GRASS SWALE DATA
DA= 3.30ac
SLOPE= 0.85%
L REQ.= 240'
L PRO.= 250'
Q2= 5.39cfs
V2= 1.86ff/s
D2= 0.52'
Q10= 6.97cfs
V10= 2.00ft/s
D10= 0.60'
GRASS SWALE DATA
DA= 0.21ac
SLOPE= 0.30%
L REQ.= 21'
L PRO.= 97'
Q2= 0.85cfs
V2= 0.81ft/s
D2= 0.51'
Q10= 1.11cfs
V10= 0.86ft/s
D10= 0.57'
GRASS SWALE DATA
DA= 1.63ac
SLOPE= 1.50%
L REQ.= 163'
L PRO.= 365'
Q2= 3.10cfs
V2= 1.75ff/s
D2= 0.35'
Q10= 4.01cfs
V10= 1.90ft/s
D10= 0.40'
GRASS SWALE DATA
DA= 3.70ac
SLOPE= 0.63%
L REQ.= 370'
L PRO.= 400'
Q2= 10.87cfs
V2= 1.76ft/s
D2= 0.63'
Q10= 13.96cfs
V10= 1.90ft/s
D10= 0.72'
GRASS SWALE DATA
DA= 0.55ac
SLOPE= 3.50%
L REQ.= 55'
L PRO.= 65'
Q2= 1.19cfs
V2= 1.68ft/s
D2= 0.16'
Q10= 1.54cfs
V10= 1.84fVs
D10= 0.18'
GRASS SWALE DATA
DA= 2.54ac
SLOPE = 0.90%
L REQ.= 254'
L PRO.= 300'
Q2= 4.13cfs
V2= 1.61Ws
D2= 0.48'
Q10= 5.35cfs
V10= 1.89ft/s
D10= 0.51'
GRASS SWALE DATA
DA= 1.68ac
SLOPE= 1.74%
L REQ.= 168'
L PRO.= 200'
Q2= 2.51 cfs
V2= 1.72ff/s
D2= 0.30'
Q10= 3.24cfs
V10= 1.87ft/s
D10= 0.34'
LATERAL BASE DITCH CC MEDIAN V DITCH CG
- L- STA. 96 + 50 TO -L- STA. 98 + 00 TO
99+00 RT 98+97.29 CL
PSH 10 PSH 10
LATERAL BASE DITCH CC
-L- STA. 103 + 35 TO
107+00 RT
PSH 10-11
LATERAL BASE DITCH CC
-FLY- STA. 23+00
TO 27+00 LT
PSH 9
STANDARD BASE LATERAL BASE DITCH CC SPECIAL CUT BASE
DITCH CD -FLY- STA. 42+00 TO DITCH CK
-FLY- STA. 37 + 40 RT 45 + 00 RT -FLY- STA. 61 + 00 TO
PSH 12 PSH 12 63+00 RT
PSH 14
GRASS SWALE DATA
DA= 0.30ac
SLOPE= 0.90%
L REQ. = 30'
L PRO.= 189'
Q2= 0.74cfs
V2= 0.98ft/s
D2 = 0.35'
Q10= 0.95cfs
V10= 1.05ft/s
D10= 0.39'
GRASS SWALE DATA
DA= 1.26ac
SLOPE= 1.70%
L REQ.= 126'
L PRO.= 151'
Q2= 1.88cfs
V2= 1.55ft/s
D2= 0.25'
Q10= 2.43cfs
V10= 1.69ft/s
D10= 0.30'
GRASS SWALE DATA
DA= 2.88ac
SLOPE= 1.33%
L REQ.= 288'
L PRO.= 300'
Q2 = 6.52cfs
V2= 1.81fbs
D2= 0.41'
Q10= 8.44cfs
V10= 1.96ft/s
D10= 0.48'
GRASS SWALE DATA
DA= 1.30ac
SLOPE= 1.50%
L REQ.= 130'
L PRO.= 150'
Q2= 3.22cfs
V2 = 1.88ft/s
D2= 0.54'
Q10 = 4.17cfs
V10= 2.00ft/s
D10= 0.59'
GRASS SWALE DATA
DA= 0.87ac
SLOPE= 1.15%
L REQ.= 87'
L PRO.= 109'
Q2= 2.09cfs
V2= 1.40ft/s
D2= 0.50'
Q10= 2.78cfs
V10= 1.64ft/s
D10= 0.53'
GRASS SWALE DATA
DA= 0.94ac
SLOPE= 1.00%
L REQ.= 94'
L PRO.= 100'
Q2= 2.54cfs
V2= 1.52ft/s
D2= 0.53'
Q10= 3.29cfs
V10= 1.62ft/s
D10= 0.58'
GRASS SWALE DATA
DA= 0.69ac
SLOPE= 2.34%
L REQ.= 69'
L PRO.= 100'
Q2= 2.01 cfs
V2= 1.80ft/s
D2= 0.43'
Q10= 2.60cfs
V10= 1.92ft/s
D10= 0.48'
BUFFER FILTRATION SPECIAL CUT BASE
CHECK DITCH CK
-FLY- STA. 63+00 TO -FLY- STA. 66+41.84 TO
64+89.15 RT 67+92.80 RT
PSH 14 PSH 14
SPECIAL CUT BASE
DITCH CT
-RP1C- STA. 16+00
TO 19+00 RT
PSH 9, 12
SPECIAL CUT BASE SPECIAL CUT DITCH CB SPECIAL CUT DITCH CB SPECIAL CUT DITCH CB
DITCH CB -RP1C- STA. 29+58.25 TO-RP1C- STA. 32+65.87 TO -Y1- STA. 35+50 TO
-RP1C- STA. 25+50 TO 30+63.01 LT 33+66.11 LT 36+50 LT
27+00 LT PSH 13 PSH 13 PSH 13
PSH 12
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
P I'; ELIM][NA
Y PLANS
DO NOT USE FOR CONSTRUCTION
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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0A
SITE 3
2A
IN AREAS WITH PERMANENT UTILITY EASEMENTS, CLEARING SHALL EXTEND TO THE RIGHT OF WAY LIMITS.BRIDGE
BEGIN BRIDGE01
ON -FLY-
THIS IS ACONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. -FLY- STA. 37+44.87
co BEGIN CONSTRUCTION
OVER -Yl- (NC 68) AND -RP1B-
END BRIDGE
2
END CONSTRUCTION %� Y- STA. 14+50.00
-FLY- STA. 39+87.03
BEGIN BRIDGE -Y8- STA. 89+12.48 m
L ^
BEGIN BRIDGE
J
-T /W- STA. 128+59.07 1 SITE 2 p.
L- STA. 98+57.11 4
N% END CONSTRUCTION '-os
DUAL BRIDGES ON -L- (I-73)
-Y- STA. 15+62.77""
END BRIDGE F
I
OVER -Y1- (NC 68) AND
e� (SR 2133 - PLEASANT RIDGE RD.)
/ FLY- STA. 33+84.46END
END BRIDGE-Y2-
CONSTRUCTION
-L- STA. 103+65.31
-RPAA- STA. 16+80.00 BEGIN BRIDGE l
Q� -FLY- STA. 31+17.94 t
� i
111 t Q,c'/
am
;" END PROJECT I-5110
pa,
END CONSTRUCTION �
-L Sta. 109+00.00
-RPA- STA. 28+40.00_MP*
11
BRUSH CREEK
-
/�
III' \ 4
� SR 2138 �,
�\ CA �
DR. ��� ���
�- END BRIDGE SITE I
eV)
" )
d`
T /W- STA. 131 + 71.92
/_ 0 WETLAND AND
/ : -L- POC Sta 98+89.29 BK = ��
�_ A- ��' o
p II
N')
— �--�___Limit_____ � -L- POC Sta. 95+00.00 AH �;
O
�
O¢� �� STREAM IMPACTS
N
BRIDGE ON TAXIWAY BRIDGE ON -FLY- �� %
` TO GREENSBORO OVER -L- (1-73) OVER -L- (1-73) ,,,`'' sQ CI
V
BEGIN PROJECT 15110 �`' �� \ENDSTA.I7D03E
END CONSTRUCTION c,� MCP BEGIN BRIDGE d 46.57
-RPD- STA. 33+70.00 -L- Sta. 27+10.00 Q -L- STA. 99+13.01
ND NSTRUCTION
ER
E•
E
DA-OSTA.15+50.00
vil
V
GRAPHIC SCALES
50 0 50 100
DESIGN DATA
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1-5110 1.528 mi
PLANS PREPARED BY:
MMEL, KLEPPER 8 KAHL, LLP
RALEIGH, NORTH CAROLINA 11005
�� lc RURIOGEHEm E RP/E, SUITE 350
IgJ11e
HYDRAULICS ENGINEER
ADT 2014 = 24,500
NC LICENSE NO. F-011]
FLATIRON
®R P�,
®�
PLANS
ADT 2035 = 42,200
DHV = 11 %
LENGTH STRUCTURES TIP PROJECT 1-5110 0.097 mi
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Foil
50 0 50
100
D = 65%
TGTIPC6
OTAL LENTH P ROJET 1-5110 1.25 mi
2012 STANDARD SPECIFICATIONS
P.E.
SIGNATURE:
�
*T 15%
O
PROFILE /HORIZONTAL
1
10 0 10
)
20
V = 70 mph
NCDOT CONTACT
K. Zak Hamidi, P.E.
J.T. Peacock, Jr., P.E.
PROJECT ENGINEER
ROADWAY DESIGN
ENGINEER
�°
pp ®a 8 ��®���
('TTST 10% + DUALS 5%)
PROJECT ENGINEER -DESIGN BUILD GROUP
LETTING DATE:
Brandon J. McInnis, P.E.
Co.)
PROFILE (VERTICAL)
FUNC. CLASS = INTERSTATE
APRIL 2014
PROJECT DESIGN ENGINEER
P.E.
\ J
\ f\
J\
/\
SIGNATURE: /\
/

rh-
Go
03
co
a
N
0_
-0
\Wetlands\I5
Cl
o 0
\-0
M 5-19
N=A
A
DETAIL CB
SPECIAL CUT DITCH wMINGE
I NO to Scale)
Front
Dinh
Slop.
6.0' Min. D= 1,0Ft.
-I.- STA, 67+00 TO STA. 69+50 RT
-L- STA. 71+50 TO STA. 73+50 RT
-L- STA. 71+50 TO STA. 73+50 RT
-L- STA. 76+50 TO STA. 81+50 RT
— IA
— � N
II
— IA1E/)
PROP. SIGN
DETAIL CC
LATERAL BASE DITCH
( Not to Scale)
b
Natural
Ground ,7.J n1 1•,ry.
e I�" Min. D= 1.0Ff.
•� B= 4.0F.
b= 5.OFt.
-L- STA. 76+67 TO STA. 84+50 LT
PIEDMONT TRIAD AIRPORT AUTHORITY
PROP. 48" WW FENCE
Shoulder
Point
DETAIL CG
MEDIAN V DITCH
I Not fo Scale)
-L- STA. 71+50 TO STA. 73+50 CL
-L- STA. 76+50 TO STA. 78+50 CL
-L- STA. 81+00 TO STA. 83+50 RT
CUT /FILL TRANSITION
2 TONS CL B RIPRAP
W/7 SY GEO FAB
GRAU 350
MEya9w—SW iI
TECH DETAIL CG
BUFFER FILTRATION
GA
4T CSP
Shoulder
Point
2 ELB SPECIAL CUT SWALE _ — ---- r
ROD & LU M,� SEE DITCH DET IL Jo$—
BUFF€R FiLfRA 6- 4 < I,. cam
— — j JB vd = —. _ _ �►►�!! it Ir,l mil t�
_ I 0 I. 'I �i li i�
r __ .1 ,I I., it ��
MH II- �11 �ll MI II BERM BASE DITCH
.A .•� _ " SEE DETAIL C�
MC 4 LLC
DB 4768 PG 283
PROP. 48" WW FENCE
- L- POC Sta.75+47.42 =
Natural
Ground
DETAIL CL
LATERAL 'V' DITCH
I Not to Scale)
.�.� sill
VOL
Fill
Min. D=1 F.
6=5 Ft.
-L- STA. 81+50 TO STA. 83+00 RT
DETAIL CM
BERM BASE DITCH
NotM Scale)
D= 1.0Ft.
B= 4.0Ft.
b= 5.0H.
-L- STA. 72+00 TO STA. 78+00 RT
SITE 1
-L- +80.00
0t W 0 /220.00' LT
See Detail Sh t 4
- FLY- CS Ste. 9+67.27 (59.00' RTI
-BY3-221
181.45' LT
8 TONS CL B
W/21 SY GEO -AB
ON BANKS ON�.?'i- NI' ..
`NV=895.0 / oo'
-FLY- SC Ste. /1+27.27
R OVE
SSTEM
MEDIAN DITCH
SEE DETAIL CG j
BERM BASE DITCH
SEE DETAIL CM
ISM BUS
PROP. SIGN
� v 358w�,
-L-
-FLY-
Pls Sta 80+73.44
Pls Sto 10+61.62 PI Ste 13+59.96
Pls Sta 16+41.78
Os = r 31' 19.9"
Os = 0° 59' 10.6" A = 18° 52' 242° (ATI
Os = 3° /6' 26.6"
Ls = 250.00'
Os = 3° 16' 27.6" 0 = 4° 05' 33.2°
Ls = 160.00'
LT = 166.67'
Ls = 160.00' L = 461.16'
LT = 106.68'
ST = 83.34'
LT = 94.35' T = 232.69'
ST = 53.35'
ST = 65.72' R = 1.400.00'
SE = 0.06
V = 60mph
MC 4 LLC
DB 4768 PG 283
-L- CS Sto.79+90.11
PLUG
PROJECT REFERENCE NO.
/-51/0
6W SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
8
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
R/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
PERMIT I RAWING
SHEET 2 OF 17
L- +15.00
340.00' LT
PLUG
mil)
PP&�¶ FILL WITH " 11 PLOWABLE FILL
.LATERAL _
SEE GWAET-ILE CCDITCH ------
t� 1 rjsT I _ — —
SPECIAL CUT DITCH
< -.._,SETAIL CB
O
—JSpI�V-a
-ti Yiai'''▪ #▪ *f'p1��—''�—
Q '
,RETAItTAt10F1 0
SYSTEMA�of
r,•-jr GRAU 350
MEDIAN V DITC
EE DETAIL_c_9
-FLY- CS Sta. 15+88.43
PIEDMONT LLFTRIAD AIRPORT AUTHORITY
DB 5690 PG —17
SCALE
50 0 50 100
K//
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FOR -L- PROFILE SEE SHTS. 21 & 22
FOR -FLY- PROFILE SEE SHT. 23
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

m
/ / / / / / / /
DETAIL CB
/ SPECIAL CUT DITCH wMINGE
(Ng. Scale)
Natural
Ground
Fro
Dit<h
Slope
n. D= 1,0Ft.
-I.- STA, 67+00 TO STA. 69+50 RT
-L- STA. 71+50 TO STA. 73+50 RT
-L- STA. 71+50 TO STA. 73+50 RT
-L- STA. 76+50 TO STA. 81+50 RT
_2'" RCP -III
p C� UT DITCH
SEESD', AB. C6
WITH
FL• 7 BLE FILL
DETAIL CC
LATERAL BASE DITCH
( Not to Scale)
Shoulder
Point
-L- STA. 76+67 TO STA. 84+50 LT
PIEDMONT TRIAD AIRPORT AUTHORITY
PROP. 48" WW FENCE
/Ili/Ill/l
DETAIL CG
MEDIAN V DITCH
Not to Scale)
Shoulder
Pond
-L- STA. 71+50 TO STA. 73+50 CL
- L- STA. 76+50 TO STA. 78+50 CL
- L- STA. 81+00 TO STA. 83+50 RT
CUT /FILL TRANSITION
2 TONS CL B RIPRAP
W/7 SY GEO. FAB
GRAU 350 8�
-MEDIAN- SWALE
SBE'-OTTCH -DETAIL CG -
BUFFER FILTRATION - - -
24" CSP ' ------
'2--EL SPECIAL CUT SWALE
ROD & LU MN SEE DITCH DETAIL CE— i—
M _4UEF€R PILTBAT __
MH OI - a
TA' BSTrr Oi
"NC 4`LLC
4 DB 'F 8 HG, 283
_
REMOVE
—.REMOVE
SYSTEM--
PROP. 48" WW FENCE
-L- POC Sto.75+47.42 =
/I/////''"
Natural
Ground
DETAIL CL
LATERAL 'V' DITCH
I Not to Scale)
Slave
Min. D=1 Ft.
b=5 Ft.
-L- STA. 81+50 TO STA. 83+00 RT
SITE 1
See Detail Sheet 4 of 17
8.1 CAT-1
DETAIL CM
BERM BASE DITCH
Not to Seale)
MA. D= 1.0Ft
B= 4.0Ft.
b- 5.0Ft.
-L- STA. 72+00 TO STA. 78+00 RT
8 TONS C'L B RI'RA
W'21 SY �GEO FAB
ON BANKS ONLY
INV -895.0
FLY- SC -Ste. #+27-27'
BERM BASE DITCH
DETAIL CM
//
-L
zzo.o2'�
-MEDIAN- DITCH
SEE DETAIL CO
t `\ r
PROP. SIGN
-L-
-FLY-
Pls Ste 80+73.44
Pis Sto 10+61.62 PI Ski 13+59.96
Pls Ste 16+41.78
6s = r 31' 19.9"
6s = 0° 59' 10.6" A = 18° 52' 242° (ATI
6s = 3° /6' 26.6"
Ls = 250.00'
6s = 3° 16' 27.6" D = 4° 05' 33.2°
Ls = 160.00'
LT = 166.67'
Ls = 160.00' L = 461.16'
LT = 106.68'
ST = 83.34'
LT = 94.35' T = 232.69'
ST = 53.35'
ST = 65.72' R = 1.400.00'
SE = 0.06
V = 60mph
LATERAL -SA
SEE DET
-L- CS Sto.79+90.1/
POND
PLUG
REMOVE
SY
FILL'WITHJ°tler
--FtOWABLR FILL
WITH —
MEDIAN V DITC
EE D CG
SPECIAL CUT DITCH
SS\ETAIL CB
-FLY - CS Sta. 15+88.43
PROJECT REFERENCE NO.
/-5//0
RW SHEET
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
3/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
I CONSTRUCTION
L- +15.00
340.00' LT
SCALE
50 0 50 100
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FOR -L- PROFILE SEE SHTS. 21 & 22
FOR -FLY- PROFILE SEE SHT. 23
PLANS PREPARED BY :
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

c0
a
a
0
w
181.45' LT
IN
REMOVE
SYSTEM
MEDIAN DITCH
SEE DETAIL CG
PROJECT REFERENCE NO.
/-5//0
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
8 DETAIL
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
i/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE PO\
CONSTRUCTION
SITE 1
DETAIL
SCALE
25 0 25 50
iuLut
LATERAL B)
SEE DE1
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PLANS PREPARED BY :
RK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • )919) 878-9560

N
m
0.
\Wetlands\I5
DETAIL CB
SPECIAL CUT DITCH ye/HINGE
(Not to Scale)
-L- STA. 85+00 TO STA. 86+00 LT
-L- STA. 90+00 TO STA. 92+50 LT (VAR. SLOPES)
- L- AT Sto.84+39.49 =
- RPIC- ST Sta.10+99.00 (59.00' LT)
-L- ST Sta.82+40J11
L- +70.00
/II59.55' LT
L BASE DIYCH
SEE DETAIL CC
Q▪ LFLO ABLE FILL
L'.
N CA
MEDIAN V D TCH
SEE DETAIL CG
/ -LATERALE
D Cif
ETAIL CL
FILL WITH
OWABLE FILL
Natural
Ground
DETAIL CC
LATERAL BASE DITCH
(Notts Scale)
Min. 0= 1.0Ff.
B= 4.0Fd.
b= 5.0Ff.
- FLY- STA. 21+50 TO STA. 27+00 RT, 2:1
- FLY- STA. 23+00 TO STA. 24+00 LT, 4:1
-FLY- STA. 24+00 TO STA. 27+00 LT
-L- STA. 76+50 TO STA. 84+50 LT
-L- STA. 87+25 TO STA. 88+50 RT, 4:1
-L- STA. 86+00 TO STA. 89+00 LT
DETAIL CS
LATERAL BAStoScEoleDITCHl I Not
GEOTEXIILE
'When B is < 6.0'
Type of Liner= CL B Rip -Rap
Min. 0=1.0 Ft.
Max. d=1.0 Ft.
B=4 Ft.
6=5 Ft.
-L- STA. 89*p0 TO STA. 90+00 LT
See ,etl //
Sheet 7 of 17 SITE
-RPIC- SC Sta 12+20.00 H
FENCE
LATERAL BASE SWALE SEE
DITCH DETAIL CC
BUFFER FILTRATION
2 TO CL B RIPRAP
W/7 Sy, GEO FAB �=
C _—
SF.BACK OF
CURB DITCH
SEE DITCH CT
LINE TRANSITION
17 TONS CLII RIPRAP-,
W/34 SY. GEO FAB
" FILL WITH~•5
%PLOWABLE FILL
-FLY-
-FLY-
SRS Sto. 17+48.43
O'IEDMONT TRIAD AIRPORT AUTHORITl
DB 5690 PG 549
RT
90.00'
Y3-161
Sta.18+68.43— i
DETAIL CT
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALY
NATURAL
GROUND
-L- STA. 85+00 TO STA. 86+00 LT
PROP. SI
L I RIPRAP
FIL FAB
KS ONLY
E SWALE
ETAIL CC
AT1PN
r�
GRAU 350
LATERAL BASE DITCH
C �p� SEE DETAIL CC
DETAIL CO
STANDARD BASE DITCH
(Notto Scale)
Geotetile
'When B is < 6,0'
Noru al
Ground
B Min. 0=1 Ft.
Max. d=1 Ft.
8=4 Ft.
Type of Liner= CL I Rip -Rap
-L- STA. 88+67 RT, L=58', S=11.2%
BEGIN ELEV.=929.5', END ELEV.=923.0'
DETAIL CN
SPECIAL CUT BASE DITCH
(Not to Scale)
Front
d,
Slaps
-RP1C- STA.16+00 TO STA.19+50 RT
LATERAL BASE
DITCH SEE
DETAIL CE.
�-T TONSB RIPRAP•
1 — 1 W/1D,TSY�EO FAB_
LEETEP�LxL BASE SWALE
Dj'FLH DETAIL CC
BUFFER FILTRATIO
MEDIAN V SWALE
SEE DITCH DETAIL CG
BUFFER FILTRATION
2GI
�_� 7-TONS�C(. B RIPRAP
STANDARD-� SY GEO FAB
BASE-BTTC�,+
SEE -DETAIL CO
90.00 RT
•
-FLY-
Pis Sta 18+28.44
Os = 218' 26.0'
Ls = 120.00'
LT = 80.0/'
ST = 40.0/'
-RPIC-
Pls Sta 11+46.73
Os = 5° 15' 07.6"
Ls = 220.00'
LT = /46.73'
ST = 73.39'
GRAD 350
MEDIAN SWALE
SEE DITCH DETAIL CG
BUFFER FILTRATION
25+00
PROJECT REFERENCE
/-5//0
RW SHEET
ROADWAY DESIGN
ENGINEER
NO
SHEET NO.
9
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
R/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
PERMIT DRAWING
SHEET 5 OF 17
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
—t— _ C
SPECIAL CUT SWALE F
SEEDITCH DETAIL CB ;F --
BUFFER FILTRATION �f"
- N O
OL GRAU 350
. tiss::••°s
3 TONS CL B RIPRAP
W/10 SY GEO FAB
LATERAL V DITCH
- SEE DETAIL CH
LATERAL BASE SWALE -PIEDMONT TRIAD AIRPORT AUTHORITY
SEE DITCH DETAIL CC DB 5690 PG 549
BUFFER FILTRATION
=�
�°—� H W
P. /\
DETAIL CH
LATERAL 'V' DITCH
( Not to Srale)
Type of Liner- CL. B Rip -Rap
Min. 0=1.5 Ft.
Max. d=1.5 Ft.
6=5 Ft.
-L- STA. 83+00 RT TO -FLY- STA. 18+50 RT
- FLY- STA. 17+77 TO STA. 18+50 RT
- FLY- STA. 27+00 TO STA. 28+50 LT
PROP. 48" WW FENCE
LY- + 00
1 0.10' R
DETAIL CG
MEDIAN V DITCH
( Not to Scale)
-L- STA. 81+00 TO STA. 83+50 RT
-L- STA. 88+50 TO STA. 90+00 LT
-L- STA. 89+50 TO STA. 92+00 CL
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 5690 PG 549
DETAIL CL
LATERAL 'V' DITCH
( Notts Scale)
Min. 0=1 Ft.
b=5 Ft.
-L- STA. 81+50 TO STA. 83+00 RT
SCALE
50 0 50 100
Loggia
GRAU 350
0
I—
L1.1
LLJ
2
tJ
UJ
W
N
FOR -L- PROFILE SEE SHT. 22
FOR -FLY- PROFILE SEE SHTS. 23 & 24
FOR -RPIC- PROFILE SEE SHT. 26
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

0,
6
a
0_
ti
i
-0
c
BN
i
m
In
m
1_
0
C
L
N
0
C
LO
CC
t-
F
w
00
r-
M S�
OIL
\ ' II _ ���\` _ ?
'
'
PROJECT REFERENCE NO.
SHEET NO.
/
DETAIL CB
-
DETAIL CC
DETAIL CS
LATERAL BASE DITCH
�' �
DETAIL CO
/-5I/O
9
SPECIAL CUT DITCH WHINGE
(Not to scale)
LATERAL BASE DITCH
(Nat to stole)
(Not to Scale)
6
STANDARD BASE DITCH
(N. o Sale)
/i
RAM SHEET NO.
b
G Natural
Naw.ai r-
NGround .�
Natural Natural
Ground ?y Ground
�
ROADWAY DESIGN
HYDRAULICS
t Fwm
_
Ground 3-7 T g� t"Ft. fill
Slopa
,lop.
d
D ti?
d
ENGINEER
ENGINEER
Gihn
/ D F\o Stope
_
+" Min. D= 1.OFf.
GEOTEXIILE
Min. D=1.0 F1.
Geote de B Min. D=1 H.
�a
li
-•ill
6.0' in. D- 10R.
B- 4.oH.
b= 5.0H.
Max. a=,.o H.
wn B i. < 6.0• B=4 Ft,
Max. d , H.
'when B is < 6,0 B 4 H.
\Mww
INCOMPLETE
PLANS
TypefLiner= CL B Rip -Rap b=5 H.
1 I
I IO
DO NOT USE FOR
4/W ACQUISITION
-L- STA. 85+00 TO STA, 86+00 LT
�L- STA. 90+00 TO STA, 92+50 LT (VAR, SLOPES)
-FLY- STA. 21+50 TO STA. 27+00 R7, 2:1
Typo of Unor CL Rip -Rap
tP
I J
PRELIMINARY
PLANS
a -FLY- STA. 23+00 TO STA. 24+00 LT, 4:1
-FLY- STA. 24+00 TO STA. 27+00 LT
-L- STA. 76+50 TO STA. 84+50 LT
L- STA. 89}00
TO STA
90+00
LT
-L- STA. 88+67 RT, L 58', S=11.2%
BEGIN ELEV.=929.5 END ELEV.=923.0'
r
I 97 r n tJ
�R ` \
DO NOT USE FO,
CONSTRUCTION
v = m /
/ \ J
L- STA. 87+25 TO STA 88+50 RT, 4:1
-L- STA. 86+00 TO $TA. 89+00 L7
F �• A AP i ERS L C �. C' f '�
r
PERMIT
' ,f
DRAWING
u
(
II I
I e SE
Pc 67 /
``d� �p
SHEET
OF 17
_
\�
vn
I
SPECIAL DITCH
t
6
\ /
� (\ \ / .
y
�1
/
,�� i
III
( Not to Scale)
i? -"\
. '
01
/ .. Lti S
/
L
Front
crowd
-.
�i/
x//
DENOTES IMPACTS IN
ypc. � I �? `I SS
' n �' s I I✓i
1 '
/
a. F
D A\°'6 stems
�7
�1 (
'�� �'"'—_
C /� , li
SURFACE WATER
I
_ _.
pe
lJ�
`/•_
GLI
-L- POT Sto84+3949 (
)
U a-°< H.1 H.
Irp
��
�,
/
/�//
�� -RPIC-._.T S1o. IO+OO,QO-(59.00'LT)
9Y \ I, See Et/ZZ > - N
m
� �S
II /%� -O\ tT
-1
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q,
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SEE DETAIL CH ` X�\-�>-- 350 2GI/
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' i FLY- SRS Star 17+48.4 -
/ i/ -r �-- �� \ _ UB 5690 PG 549
PIEL IT AIRS ORITY - e -�ELY Rr
c1\
j i /
°
DETAIL CH
DETAIL CG
-
DETAIL CL
FOR -L- PROFILE SEE SHT. 22
„/
,e/ / l�
%._
-
fl /~ / �; s, =ly-- �+'\ \ -
° p\� -�
LATERAL 'V' DITCH
MEDIAN V DITCH
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LATERAL 'V' DITCH
FOR -FLY- PROFILE SEE SHTS. 23 & 24
FOR -RPIC- PROFILE SEE SHT. 26
�.
�" / /r
- '!
DETAIL CT
\ -_. --
-.
(Not to Smle)
(Not to Scale
Shoulder Shoulder
(NM to Seale)
-.LEE
SPECIAL BACK OF CURB CUT DITCH
"°'m 4. °`"'
b
PLANS PREPARED BY
NOT TO SC
-FLY-
-RPIC-
Ground :/ M1 1"Ft.
GroundNatural a D ~— Slope
\,. FO i' Q>°�•t
1 Fill
= Ground 1./ O 1. 1,. ....---
,r, /ise l
�Gaouno _
- -- —
Pls Sto 18+28.44
Bs = 2 l8' 26.0
Pls Sto I1+46.73
6s = 5' l5' 07.6"
G oat„,1e
Min. D 15 H.
Min D-1 H.
6 5 Ft.
ft
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`
Max. d 1.5 H.
-L- STA. 81+00 TO STA.83+50 RT
'vp
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Ls 120.00'
_
LT 80.01'
Ls 220.00'
_
LT 146.73'
\ _
Type of Liner CL. B Rip -Rap b 5 H.
L- STA 89+50 TO STA. 988+50 TO STA 2+00 CL00 LT
_"- L STA. 81+50 TO STA. 83+00 RT
RUMMEL, KLEPPER 8 KAHL, LLP
/�
-- -----� r�
/7//
-L- STA. 85+00 TO STA. 86+00 LT
ST = 40.0/'
ST = 73.39'
\
-----
STA 83+00 0.T TO FLY- STA. 18+50 RT
FLY- STA. 17+77 TO STA. 18+50 R7
-� _
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
s.,;/� \
FLY $TA. 27+00 TO $TA. 28+50 LT
'------�/--- tee` ^% '
�
NC LICENSE NO. F-0112 919 878-9560

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SHEET NO
1-51/0
9 DETAIL
RAT SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
i/V ACQUISITION
PRELIMINARY
PLANS
DO NOT USE PO\
CONSTRUCTION
PERMIT (DRAWING
SHEET 17 OF 17
SITE 2
DETAIL
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ff
DENOTES IMPACTS IN
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DENOTES TEMPORARY
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DENOTES FILL IN
WETLAND
PLANS PREPARED BY :
RKK
Io I
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • )919) 878-9560

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20 240 260 280 300
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MB BP__•' FOLIO L
DB 6 PL.2,754
PROJECT REFERENCE NO.
I -5//0
SHEET NO.
03
-0
0
\Wetlands\I5
m
w
LO
H-
0
So
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
JOSEPHINE
COX SMITH
DB 2173 PG 123
PUE -
N ---'�
r-
SEE TCHDST
. Ct1 $AIOWAiE
W - _
W BUp ER FILTRATION
}.
2GI Fs
RCp
SPECIAL CUT DITCH II,
SEE DETAIL CB
15" R P III 4
TOE PROTECTION
( Sotto Stole)
NATURAL
GROUND
d- 1.0 Ft.
Type of Liner= B Rip-Rop
-FLY- STA. 54+00 TO STA. 56+00 RT
'°`
•MHO 30"RCP Ry * **
wF3 V ___---- -YME WARNER ENTERTAINMENT- *
* *
-----7--- ADVANCE/NEWHOUSE PARTNERSHIP
ti -RPt - DB 5699 PG 1482
-RPIC- ST Ste. 32+89.15 n7.aCD' LT65.ao -Y17 POT S a.36+50.00 �����-
P E -PPIC- P/T FROM 00' RT)
-- 4
FUR- - -- „ ANGLE FROM -Yl �
PIE
as ww
24" CSP
2 ELBOWS
ROD & LUG
INV=906.5
PROP.48" WW FE C
SPECIAL CUT SWALE -- `--
SEE DITCH DETAIL CB PROP. SIGN
BUFFER FILTRATION
2GI FS
• M1�
_ - q', _E
N �I°0 ,OOQ"
- ----- 80' (TYP.I - - p
0 00
-Yl- PC Ste. 40+00.00
'When B is c 6.0'
Type of Liner= B Rip-Rop
Min. D= 1.0 Ff.
Max. d= 1.0 Ft.
B= 4.0 Ff.
b= 5.0 F.
-FLY- STA. 47+50 TO STA. 48+07 RT
8 TONS CL B RIPRAP
W/21 SY GEO FAB
INV=909.5
-FLY +15.00
110.06' RT
SPECIAL CUT BASE DITCH
SEE DETAIL CU
LATERAL BASE DIT
SEE DETAIL CS
DITCH
IL CC
FLY- +35100
�'235.96' RT
-FLY- + 5.00
Q39.40
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
BERM DITCH
SEE DETAIL CI
RCP -III
CA 4 L7
0 _0
300'TAPER
48„ ww ew Y Pl OT Ste. 37+00.00
-YILT- POT Ste. 37+00.90 (23.00' LT)
-YIRT- POT Ste. 37+09
B2 2
MEDIAN
Natural
Ground 7;y
Type of Liner= CL B Rip -Rap
-FLY- STA. 47+00 TO STA.
Front
Slope
Dn�h
. D= 1.0 Ft.
an. d= 1.0 Ff.
B= 5.0 Ff.
OP. AB
FENCE
1 15" COP
2 ELBOWS
ROD & LU -
SPECIAL CUT SWALE
SEE DITCH DETAIL CB
BUFFER FILTRATION
SPECIAL CUT DITCH \ \ 0
SEE DETAIL CB
INV- 918.8
-RPIC-
-FLY-
Pls Ste 31+42.55
PI Ste 57+81.55 Pls Ste 55+05.23
Os = 5' /5' 07.6"
s = 138' 18' 33.3" (LT) Os = 2° 18' 26.0"
Ls = 220.00'
D =
3° 50' 43.3" Ls = 120.00'
LT = 146.73'
L =
3.596.79' LT = 80.01'
ST = 73.39'
T =
3,913.12' ST = 40.01'
R =
1,490.00'
SE
= 0.05
V =
50mph
i 15'
2 ELB`
ROD &
-_----- ID' DES
1 33 TONS CL I RIPRAP
W/62 SY GEO FAB
ON BANKS ONLY
INV;889.5-
P1r988.5)
TOE PROTECT
SEE DETAI
21 TONS CL B RIPRAP
W/7 SY GEO FAB
INV = 893.2
2 TON ; TAT
W/7 SY 0 ,AB
INV= 893.2
-FLY- CS Ste. 54+65.22
DETAIL CM
BERM BASE DITCH
( Not to Scala)
b
Natural
Ground 7.y D
Min. D= 1.0F.
B= 4.0F.
b= 5.0F.
-RP1C- STA. 25+00 LT TO -Y1- STA. 35+50 RT
-FLY- ST Ste. 55+85.22
BUF R ZONE LINES SHOWN
FO THE PURPOSES OF I-5110
ee Detail
Sheet 11 of 17
DETAIL CB
SPECIAL CUT DITCH WA-IINGE
I Nato Scale)
-RP1C- STA. 28+49.61 TO STA. 30+63.01 LT
-RP1C- STA. 31+66.53 TO STA. 33+66.11 LT
-Y1- STA. 35+50 TO STA. 37+50 RT
6W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
R/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
BERM DITCH
SEE DETAIL CI
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
DETAIL CC
LATERAL BASE DITCH
I Not to Scala)
b
Min. 0= 1.0Ff.
B= 4.0Ff.
6= 5.0F1.
PERMIT RAWING
SHEET 19 OF 17
o ayNss2
N�
50
SCALE
100
`1I110 50
-FLY- STA. 48+07 TO STA. 49+00 RT, 2:1 BACKSLOPE
DETAIL CI
BERM DITCH
I Nol to Scala)
Min. D= 1.0F.
-L- STA. 49+00 TO STA. 52+85 RT
-L- STA. 56+50 TO STA. 60+00 RT
MIRACLE HO ^INGS, L
., DB 575, '650
m
FOR -FLY- PROFILE SEE SHTS. 24 & 25
FOR -RP1C- PROFILE SEE SHT. 26
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

\Wetlands\I5
Co
m
w
to
I-
0
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
LU
U-I
LU
0
0
J65C
C
DB ZLY PI
N-FLY- +15.00
110.00' R
J
U
N
I-
LL,I
LL
2
Ln
LU
LU
LN
0
0'
N
fa-
N
U
0
PUE------ ��
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PU
-RPIC- CS Sta. 30 69°l5uE
SPECIAL CUT SWALE -
SEE DITCH DETAIL CB
BUFFER FILTRATION
'0
5" RCP -III
2GI FS
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RPIC- +65 00
E RPIC ST Sta. 32+89.15 117 Bo' LT - POT Sta.36+50°00 =
+ = -RPIC- POT Sta. 35+I6,48 (59.00' RT)
SKEW ANGLE FROM -YI- = 4° 00' 0.00"
SpECFAL cuT TM
�H DETAIL CB 2�L�OVdi
fFF�$ LTRATION INV ROD & LUG
PROP. 48" WW FENCE
BE v EASEAS DITCH - - -'-" /=-
�IF�EL LM- SPECIAL CUT SWALE
SEE DITCH TRATI ,fB// PROP. SIGN -
-p BUFFER FILTRATI� _- _
Rr2 Tu - 2GC-t%FS
hen B is a 6.0'
Type of Liner= B Rip-Rop
LATERAL BASE DITCH INV-957.7=°�
SEE DETAIL CS
, - LATERAL BASEDITCH
------ - SEE DETAIL CC
= - -kab,,
B0
Min. D= 1.0 Ft.
Mon. d= 1.0 H.
B= 4.0 Ft.
b= 5.0 Ft.
S /5 04' 00.0" W
300'TAPER
- Y/ POT Sta. 37+00.00
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-Y/RT- POT Sta. 37+00.00-(- 3:00`RT
BZ 2--
B.2 y-
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-FLY- STA. 47+00 TO
FENCE
. D= 1.0 Ft.
an. d= 1.0 Ft.
B= 5.0 Ft.
+50 RT
-RPIC-
-FLY-
Pls Sta 31+42.55
PI Sta 57+8/.55 Pls Sta 55+05.23
es =
5' /5' 07.6"
L = 138° 18' 33.3" (LT) es = 2° /8' 26.0"
Ls =
220.00'
D =
3° 50' 43.3" Ls = 120.00'
LT =
/46.73'
L =
3,596.79' LT = 80.01'
ST =
73°39'
T =
3,9/3.12' ST = 40.0/'
R =
1,490.00'
SE
= 0.05
V =
50mph
SPECIAL
I /035+00
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W 62 SY GEO FAB
ON BANKS ONLY
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a INV= 893.2
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INV= 893.2
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DETAIL CM
BERM BASE DITCH
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Min. D= 1.0F.
B= 4.0Ft.
6= 5.0R.
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- RP1C- STA. 31+66.53 TO STA. 33+66.11 LT
-Y1- STA. 35+50 TO STA. 37+50 RT
PROJECT REFERENCE NO.
/-5//0
RNJ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
3
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
R/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO,
CONSTRUCTION
BERM DITCH
-_SEE DETAIL CI
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
DETAIL CC
LATERAL BASE DITCH
( Not in Scale)
b
Natural
A,2
Min. O= 1.0R.
l^.I B= 4.0Ff.
6= 5.0Ft.
PERMIT RAWING
SHEET 10 OF 17
SCALE
50 0 50 100
`11111�
Fill
Slope
FLY- STA. 48+07 TO STA. 49+00 RT, 2:1 BACKSLOPE
DETAIL CI
BERM DITCH
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Min. D= 1.0F.
- L- STA. 49+00 TO STA. 52+85 RT
- L- STA. 56+50 TO STA. 60+00 RI
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FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • )919) 878-9560

PROJECT REFERENCE NO
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PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER 8 KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
921
900
890
880
I
••I
:
250 200 150 100 50 0 50 100
150

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899.4'
DETAIL CK
SPECIAL CUT BASE DITCH
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PROJECT REFERENCE NO.
SHEET NO.
1-5110
14
RNJ SHEET NO
0
a
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TIME WARNER ENTERTAINMENT-
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SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CK
BUFFER FILTRATION
120.00' RT
-FLY- +60.00-,1
160.00' RT
-FLY- TS Sta.61+58.39
-FLY- +7
g6N3d
MIRACLE HOLDINGS. LL
DB 5758 PG 2650
I
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SIGN PROP. TIP R-2413A
' RCP -III
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-FLY- +00.00
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FER FILTRATION
-FLY- SC Sta. 62+78
-FLY-
Pis Sta 62+38.40 PI Sto 65+80.80 Pis Sta 69+18.65
es = r 43' 07.9° 0 = 17° II' 46.1" (RT l es = I° 43' 07.9°
Ls = 120.00' D = 2° 51' 53.2° Ls = 120.00'
LT = 80.00' L = 600.26' LT = 80.00'
ST = 40.00' T = 302.40' ST = 40.00'
R = 2.000.00'
SE = 0.05
V = 55mph
NaNral
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Front
Dna.
slope
-FLY- STA.61+00 TO STA.63+00 RT
-FLY- STA. 66+41.84 TO STA. 67+92.80 RT
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
END RETAINING WALL I
-YI - Sta. 24+45.00
G /-
REMOVE DI
/R SPIK
EL
-BL-
-FLY-
FLY- +25.00
70.37' RT
-FLY- +00.00
100.00' RT
N 12" POPLAR
.-915.96'
A. 96006,49
4.38' LT 0/S
BM "4 H
N
SIMMONS
PG 5'
2
BEGIN RETAINING WALL I
-YI- Eta. 23+40.00
SPECIAL CUT BASE SWALE PR
SEE DITCH DETAIL CK
BUFFER FILTRATION
ITE 4
See Detail
Sheet 15 of 17
UJ
-FLY- CS Sta.68+78.65
NAD 83)NSRS 2007
CAT78:/
F
-Yl- PIT to •+94. 8 =
-FLY- ST Sta. 69+98.65 (47.00' LT)
BEACH MOUNTAINS LLC
DB 6900 PG 1318
SCALE
50 0 50 100
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
A
Es
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
16 W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FOl
CONSTRUCTION
PERMIT RAWING
SHEET 13 OF 17
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
3JN3d I
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900' ACCELE 'AT/pL q S
PROP,
33N33 ,u. °Y FENCE
Od
LOROUEST PROPERTIES LLC
DB 4629 PG 1016
PB 126 PG 148
FOR -FLY- PROFILE SEE SHT. 25
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RiCg!(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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-cc
899.4'
TIME WARNER ENTERTAINMENT-
ADVANCE/NEWHOUSE PARTNERSHIP
DB 5699 PG 1482
FENCE
mge4=44=INAlaw,
SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CK
BUFFER FILTRATION
120.00 RT
POE
-FLY- +60.1J0�
160.00' RT
-FLY- TS Sta. 61+58.39
-FLY -
-FLY- SC Sta. 62+78.3
Pls Sta 62+38.40 PI Sta 65+80.80
6s = /° 43' 07.9' = 17° II' 46.1" (RT)
Ls = 120.00' 0 = 2' 5/' 53.2"
LT = 80.00' L = 600.26'
ST = 40.00' T = 302.40'
R = 2.000.00'
SE = 0.05
V = 55mph
"� DETAIL CK
Proof
Dace
Slope
Min. D= 1.0Ft.
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-FLY- STA. 61+00 TO STA. 63-00 RT
-FLY- STA. 66+ 41.84 TO STA. 67+92.80 RT
See Detail
Sheet 15 of 17
Pls Sta 69+18.65
es = r 43' 07.9"
Ls = 120.00'
LT = 80.00'
ST = 40.00'
C'R4U 350 8/
-Yl- POT Sta.20+94.28 =
-FLY- ST Sta. 69+98.65 (47.00' LT)
SCALE
50 0 50 100
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PROJECT REFERENCE NO.
/-5//0
RAN SHEET NO.
SHEET NO.
INCOMPLETE
PLANS
DO NOT USE FOR
8/W ACQUISITION
PRELIMINA!':Y
PLANS
DO NOT USE FO,
CONSTRUCTION
LOROUEST PROPERTIES LLC
DB 4629 PG 1016
PB 126 PG 148
FOR -FLY- PROFILE SEE SHT. 25
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RUMMEL, KLEPPER 8 KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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SHEET 15 OF 17
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25 0 25 50
DENOTES IMPACTS IN
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DENOTES TEMPORARY
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PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
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SHEETS
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See Sheet 18 For Conventional Symbols
N.C.
1-511 0
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WES NO
P.APROJ.NO.
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GUILFORD COUNTY
ct.
tin„
ill \r /,A
LOCATION: FUTURE I-73 FROM EAST OF SR 2127
TNT®PE 1� LANS
DO NOT USE FOR INCOMPLETE
ACQUISITION
I
�1
`�(BROOKBANK
l
DV nO'b 1 \`�il
ROAD)TO HAW RIVER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TYPE OF WORK: WETLAND AND STREAM IMPACTS
ENp,
BEGIN i o PRO•
•
/ PROJECT '`�
r
V
6
`'
�j a
�. It i
l BUFFER DRAWING
vo 0 SHEET 1 OF 7
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\\ ♦ 1
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Sum 4 ".'
1
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` ,
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eld / tE
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SITE 4 I
VICINITY MAP
I mJp
Pail
OFFSITE DETOUR ROUTE � BEGIN CONSTRUCTION
-Y8- STA. 32 + 30.00
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED IN METHOD III. `� OHO.
0
SITE 3
SITE 2A
IN AREAS WITH PERMANENT UTILITY EASEMENTS, CLEARING SHALL EXTEND TO THE RIGHT OF WAY LIMITS. 43, BEGIN BRIDGE
BRIDGE ON -FLY-
01
�� -FLY- STA. 37+44.87
THIS IS A CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.~
co BEGIN CONSTRUCTION
OVER -Y1- (NC 68) AND -RP1B-
END BRIDGE
2
END CONSTRUCTION %� Y- STA. 14+50.00
-FLY- STA. 39+87.03
BEGIN BRIDGE -Y8- STA. 89+12.48 cr
BEGIN BRIDGE
-T /W- STA. 128+59.07 ' SITE 2 �O1I
-L- STA. 98+57.11
._ SITE 4
END CONSTRUCTION T'5-os
DUAL BRIDGES ON -L- (I-73)
-Y- STA. 15+62.77
END BRIDGE F
II
OVER -Y1- (NC 68) AND
(SR 2133 - PLEASANT RIDGE RD.)
FLY- STA. 33+84.46END
END BRIDGE-Y2-
CONSTRUCTION y-L-
STA. 103+65.31
-RPAA- STA. 16+80.00 BEGIN BRIDGE < -FLY- STA. 31+17.94 trirrallir ilith
��
• �, 1
GRUSHCREEK t� eG III��
END PROJECT 1-5110
_
END CONSTRUCTION
•-�
-RPA- STA. 28+40.00 -,. a -L Sta. 109+00.00
filir .41111 - Vtit4
11 0
BRUSH SITES -_- ---
M
rAid;-
2138
\ CAINDALE\\�-<.,
END BRIDGEDR ��� ���
�
4-....
d`
,MiSlR__
\� -T /W- STA. 131 + 71.92
- . -L- POC Sta 98+89.29 BK = , 0
�_
'
N)
- `—�� `, -L- POC Sta. 95+00.00 AHD
O
�
SITE 1 SITE 2 •
BUFFER IMPACTS
N
BRIDGE ON TAXIWAY BRIDGE ON -FLY- �� �
TO GREENSBORO OVER -L- (1-73) OVER -L- (1-73) � 7 --- O ti0
V
BRIDGE
I7DGE46.57
BEGIN PROJECT 1-5110 �`' �'c a- \END-L-
END CONSTRUCTION c� MCP BEGIN BRIDGE d> ST
-RPD- STA. 33+70.00 -L- Sta. 27+10.00 Q -L- STA. 99+13.01
ND CTION
ER
E
DA-ONSSTATIRS C50.00
`•
,D
V
GRAPHIC SCALES
50 0 50 100
DESIGN DATA
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1-5110 1.528 mi
PLANS PREPARED BY:
MMEL, KLEPPER E. KAHL, LLP
RALEIGH, NORTH CAROLINA IFEOI
�� tc, RURIOGEHEm E RP/E, SUITE 350AdelAIL
11104'
HYDRAULICS ENGINEER
ADT 2014 = 24,500
NC LICENSE NO. F-011]
FLATIRON
®R P�,
®�
PLANS
ADT 2035 = 42,200
DHV = 11 %
LENGTH STRUCTURES TIP PROJECT 1-5110 0.097 mi
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Foil
50 0 50
100
D = 65%
TOTAL LENGTH TIP PROJECT 1-5110 1.625 mi
2012 STANDARD SPECIFICATIONS
P.E.
SIGNATURE:
�
*T 15%
O
PROFILE /HORIZONTAL
1
10 0 10
)
20
V = ]0 mph
NCDOT CONTACT
K. Zak Hamidi, P.E.pp
J.T. Peacock, Jr., P.E.
PROJECT ENGINEER
ROADWAY DESIGN
ENGINEER
�°
®a 8 k(*TM®���
(*T10% + DUALS 5%)
.
PROJECT ENGINEER -DESIGN BUILD GROUP
LETTING DATE:
Brandon J. McInnis, P.E.
V
PROFILE (VERTICAL)
FUNC. CLASS = INTERSTATE
APRIL 2014
PROJECT DESIGN ENGINEER
P.E.
\ J
\ f\
J\
/\
SIGNATURE: /\
/

N
Co
m
PROJECT REFERENCE NO.
SHEET NO.
I-5110
RW SHEET NO
BUFFER DATA
Hyd BufferC
uffers\I5
CD
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
DA= 0.82ac
DA= 0.47ac
DA= 1.19ac
DA= 1.39ac
DA= 1.31ac
DA= 1.16ac
DA= 1.41ac
DA= 1.40ac
DA= 1.50ac
SLOPE= 1.72%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.30%
SLOPE= 0.3%
L REQ.= 82'
L REQ.= 47'
L REQ.= 119'
L REQ.= 139'
L REQ.= 131'
L REQ.= 116'
L REQ.= 141'
L REQ.= 140'
L REQ.= 150'
L PRO.= 150'
L PRO.= 250'
L PRO.= 500'
L PRO.= 400'
L PRO.= 350'
L PRO.= 300'
L PRO.= 350'
L PRO.= 166'
L PRO.= 150'
Q2= 2.59cfs
Q2= 1.58cfs
Q2= 4.04cfs
Q2= 4.40cfs
Q2= 3.86cfs
Q2= 3.42cfs
Q2= 3.81 cfs
Q2 = 4.11 cfs
Q2= 4.40cfs
V2= 1.71ft/s
V2= 1.32ft/s
V2= 1.87ft/s
V2= 1.87ft/s
V2= 1.85ff/s
V2= 1.79ft/s
V2= 1.84ft/s
V2= 1.01ft/s
V2= 1.11ft/s
D2= 0.50'
D2= 0.90'
D2= 1.20'
D2= 1.21'
D2= 1.18'
D2= 1.13'
D2= 1.18'
D2= 0.71'
D2= 0.81'
Q10= 3.35cfs
Q10= 2.05cfs
Q10= 5.23cfs
Q10= 5.65cfs
Q10= 5.00cfs
Q10= 4.43cfs
Q10= 4.94cfs
Q10= 5.32cfs
Q10= 5.69cfs
V10= 1.99ft/s
V10= 1.40fVs
V10= 1.99ft/s
V10= 2.00ft/s
V10= 1.97fVs
V10= 1.70ft/s
V10= 1.96ff/s
V10= 1.08ft/s
V10= 1.18ft/s
D10= 0.53'
D10= 0.99'
D10= 1.32'
D10= 1.37'
D10= 1.30'
D10= 1.32'
D10= 1.29'
D10= 0.78'
D10= 0.90'
BUFFER CHECK SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ SPECIAL CUT DITCH CQ ROADWAY DITCH
- L- STA. 27+50 TO -L- STA. 29+00 TO -L- STA. 31+50 TO -L- STA. 36+50 TO -L- STA. 40+50 TO -L- STA. 44+00 TO -L- STA. 47+00 TO -L- STA. 49+00 TO
29+00 RT 31+50 RT 36+50 RT 40+50 RT 44+00 RT 47+00 RT 50+50 RT 50+66 CL
PSH 4 PSH 4-5 PSH 5 PSH 5 PSH 5 PSH 6 PSH 6 PSH 6
ROADWAY DITCH
-L- STA. 50+50 TO
52 + 00 RT
PSH 6
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
i6 W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
BUFFER DRAWING
SHEET 2 OF 7
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
DA= 0.33ac
DA= 1.14ac
DA= 1.55ac
DA= 0.128ac
DA= 1.17ac
DA= 1.53ac
DA= 1.60ac
DA= 1.06ac
DA= 1.31ac
DA= 1.17ac
SLOPE= 0.30%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 0.3%
SLOPE= 1.4%
SLOPE= 0.31%
SLOPE= 1.10%
SLOPE= 1.44%
SLOPE= 1.20%
= 1. o 0
L REQ.= 33'
L REQ.= 114'
L REQ.= 155'
L REQ.= 13'
L REQ.= 117'
L REQ.= 46'
L REQ.= 160'
L REQ.= 106'
L REQ.= 131'
L REQ.= 117'
L PRO.= 134'
L PRO.= 150'
L PRO.= 200'
L PRO.= 50'
L PRO.= 125'
L PRO.= 75'
L PRO.= 175'
L PRO.= 125'
L PRO.= 150'
L PRO.= 125'
Q2= 0.98cfs
Q2= 3.33cfs
Q2= 4.55cfs
Q2= 0.38cfs
Q2= 3.44cfs
Q2= 3.81 cfs
Q2= 4.69cfs
Q2= 3.34cfs
Q2= 4.14cfs
Q2= 3.71cfs
V2= 0.65ft/s
V2= 0.90ft/s
V2= 1.12ft/s
V2= 0.55ft/s
V2= 1.86ft/s
V2= 1.08ft/s
V2= 1.83ft/s
V2= 1.86ft/s
V2= 1.84ft/s
V2= 1.84fVs
D2= 0.43'
D2= 0.59'
D2= 0.82'
D2= 0.34'
D2= 0.56'
D2 = 0.77'
D2= 0.65'
D2= 0.55'
D2= 0.61'
D2= 0.58'
Q10= 1.27cfs
Q10= 4.31cfs
Q10= 5.89cfs
Q10= 0.49cfs
Q10= 4.46cfs
Q10= 4.93cfs
Q10= 6.07cfs
Q10= 4.33cfs
Q10= 5.36cfs
Q10= 4.81cfs
V10= 0.69ft/s
V10= 0.96ft/s
V10= 1.19ft/s
V10= 0.59ft/s
V10= 1.98ft/s
V10= 1.15fVs
V10= 1.96fVs
V10= 1.99ft/s
V10= 1.96fMs
V10= 1.97ft/s
D10= 0.47'
D10= 0.65'
D10= 0.91'
D10= 0.37'
D10= 0.61'
D10= 0.85'
D10= 0.72'
D10= 0.60'
D10= 0.68'
D10= 0.64'
ROADWAY DITCH
- L- STA. 50+66 TO
52+00 CL
PSH 6
ROADWAY DITCH
-L- STA. 52+00 TO
53+50 CL
PSH 6
ROADWAY DITCH
-L- STA. 54 + 00 TO
56+00 RT
PSH 6
MEDIAN V DITCH CG MEDIAN V DITCH CG
-L- STA. 61 + 50 -L- STA. 62 + 00
TO 62+00 CL TO 63+25 CL
PSH 7 PSH 7
GRASS SWALE DATA
DA= 1.09ac
SLOPE= 1.40%
L REQ.= 109'
L PRO.= 125'
Q2= 3.43cfs
V2= 1.86ft/s
D2= 0.56'
Q10= 4.45cfs
V10= 1.98ft/s
D10= 0.61'
GRASS SWALE DATA
DA= 0.37ac
SLOPE= 2.08%
L REQ.= 37'
L PRO.= 50'
Q2= 3.87cfs
V2= 1.78ft/s
D2= 0.27'
Q10= 5.01cfs
V10= 1.94ft/s
D10= 0.31'
GRASS SWALE DATA
DA= 1.24ac
SLOPE= 0.48%
L REQ.= 124'
L PRO.= 125'
Q2 = 18.02cfs
V2= 1.86ft/s
D2= 0.88'
Q10= 23.33cfs
V10= 2.00ft/s
D10= 1.00'
SPECIAL CUT W/
HINGE DITCH CB
-L- STA. 71+50
TO 72 + 75 RT
PSH 8
SPECIAL CUT WI
HINGE DITCH CB
-L- STA. 62 + 00
TO 62 + 75 RT
PSH 7
SPECIAL CUT W/
HINGE DITCH CB
-L- STA. 62 +75
TO 64+50 RT
PSH 7
MEDIAN V DITCH CG
-L- STA. 67+00
TO 68+25 CL
PSH 7
SPECIAL CUT W/
HINGE DITCH CB
-L- STA. 67+00
TO 68+50 RT
PSH 7
MEDIAN V DITCH CG
-L- STA. 71+50
TO 72+75 CL
PSH 8
GRASS SWALE DATA
DA= 1.13ac
SLOPE= 2.96%
L REQ.= 113'
L PRO.= 125'
Q2 = 2.81cfs
V2= 1.80ff/s
D2= 0.20'
Q10= 3.64cfs
V10= 1.96ft/s
D10= 0.24'
GRASS SWALE DATA
DA= 0.30ac
SLOPE= 1.0%
L REQ. = 30'
L PRO.= 150'
Q2= 0.95cfs
V2= 1.09ft/s
D2= 0.38'
Q10= 1.23cfs
V10= 1.16ft/s
D10= 0.42'
GRASS SWALE DATA
DA= 1.26ac
SLOPE= 1.2%
L REQ.= 126'
L PRO.= 150'
Q2= 3.13cfs
V2 = 1.87ft/s
D2= 0.63'
Q10= 4.05cfs
V10= 2.00ft/s
D10= 0.70'
GRASS SWALE DATA
DA= 0.66ac
SLOPE= 2.0%
L REQ.= 66'
L PRO.= 150'
Q2= 2.08cfs
V2= 1.71ft/s
D2= 0.45'
Q10= 2.69cfs
V10= 1.83ft/s
D10= 0.50'
GRASS SWALE DATA
DA= 0.31ac
SLOPE= 2.75%
L REQ.= 31'
L PRO.= 92'
Q2= 1.26cfs
V2= 1.87fVs
D2= 0.41'
Q10= 1.63cfs
V10= 2.00ft/s
D10= 0.45'
GRASS SWALE DATA
DA= 0.42ac
SLOPE= 1.75%
L REQ.= 42'
L PRO.= 50'
Q2= 1.70cfs
V2= 1.70ft/s
D2= 0.50'
Q10= 2.21cfs
V10= 1.99ft/s
D10= 0.53'
GRASS SWALE DATA
DA= 3.30ac
SLOPE= 0.85%
L REQ. = 240'
L PRO.= 250'
Q2= 5.39cfs
V2= 1.86ft/s
D2= 0.52'
Q10= 6.97cfs
V10= 2.00ft/s
D10= 0.60'
LATERAL BASE DITCH CC LATERAL BASE DITCH CC LATERAL BASE DITCH CC MEDIAN V DITCH CG MEDIAN V DITCH CG
-L- STA. 86+00 -L- STA. 87+25 -L- STA. 87+25 -L- STA. 88+50 -L- STA. 90+00
TO 87+25 LT TO 89+00 LT TO 88+50 RT TO 90+00 LT TO 91+50 CL
PSH 9 PSH 9 PSH 9 PSH 9 PSH 9
SPECIAL CUT W/
HINGE DITCH CB
-L- STA. 90+00
TO 91+50 LT
PSH 9
MEDIAN V DITCH CG MEDIAN V DITCH CG LATERAL BASE DITCH CC
-L- STA. 95+08 TO -L- STA. 96+50 TO -L- STA. 96+50 TO
96+00 CL 97+00 CL 99+00 RT
PSH 10 PSH 10 PSH 10
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
DA= 0.21ac
DA= 1.63ac
DA= 3.70ac
DA= 0.55ac
DA= 2.54ac
DA= 1.68ac
DA= 0.30ac
DA= 1.26ac
DA= 2.88ac
DA= 1.30ac
SLOPE= 0.30%
SLOPE= 1.50%
SLOPE= 0.63%
SLOPE= 3.50%
SLOPE= 0.90%
SLOPE= 1.74%
SLOPE= 0.90%
SLOPE= 1.70%
SLOPE= 1.33%
SLOPE= 1.50%
L REQ.= 21'
L REQ.= 163'
L REQ.= 370'
L REQ.= 55'
L REQ.= 254'
L REQ.= 168'
L REQ.= 30'
L REQ.= 126'
L REQ.= 288'
L REQ.= 130'
L PRO.= 97'
L PRO.= 365'
L PRO.= 400'
L PRO.= 65'
L PRO.= 300'
L PRO.= 200'
L PRO.= 189'
L PRO.= 151'
L PRO.= 300'
L PRO.= 150'
Q2= 0.85cfs
Q2= 3.10cfs
Q2= 10.87cfs
Q2= 1.19cfs
Q2= 4.13cfs
Q2= 2.51cfs
Q2= 0.74cfs
Q2= 1.88cfs
Q2= 6.52cfs
Q2= 3.22cfs
V2= 0.81ft/s
V2= 1.75ff/s
V2= 1.76fbs
V2= 1.68ft/s
V2= 1.61fbs
V2= 1.72ft/s
V2= 0.98ft/s
V2= 1.55ft/s
V2= 1.81ft/s
V2= 1.88ft/s
D2= 0.51'
D2= 0.35'
D2= 0.63'
D2 = 0.16'
D2= 0.48'
D2= 0.30'
D2= 0.35'
D2= 0.25'
D2= 0.41'
D2= 0.54'
Q10= 1.11cfs
Q10= 4.01cfs
Q10= 13.96cfs
Q10= 1.54cfs
Q10= 5.35cfs
Q10= 3.24cfs
Q10= 0.95cfs
Q10= 2.43cfs
Q10= 8.44cfs
Q10= 4.17cfs
V10= 0.86ft/s
V10= 1.90f-Vs
V10= 1.90ft/s
V10= 1.84ft/s
V10= 1.89fVs
V10= 1.87ft/s
V10= 1.05ft/s
V10= 1.69ft/s
V10= 1.96ff/s
V10 = 2.00ft/s
D10= 0.57'
D10= 0.40'
D10= 0.72'
D10= 0.18'
D10= 0.51'
D10= 0.34'
D10= 0.39'
D10= 0.30'
D10= 0.48'
D10= 0.59'
MEDIAN V DITCH CG LATERAL BASE DITCH CC LATERAL BASE DITCH CC STANDARD BASE LATERAL BASE DITCH CC SPECIAL CUT BASE
- L- STA. 98+00 TO -L- STA. 103+35 TO -FLY- STA. 23+00 DITCH CD -FLY- STA. 42+00 TO DITCH CK
98+97.29 CL 107+00 RT TO 27+00 LT -FLY- STA. 37+40 RT 45+00 RT -FLY- STA. 61+00 TO
PSH 10 PSH 10-11 PSH 9 PSH 12 PSH 12 63+00 RT
PSH 14
GRASS SWALE DATA
GRASS SWALE DATA
GRASS SWALE DATA
DA= 0.87ac
DA= 0.94ac
DA= 0.69ac
SLOPE= 1.15%
SLOPE= 1.00%
SLOPE= 2.34%
L REQ. = 87'
L REQ. = 94'
L REQ. = 69'
L PRO.= 109'
L PRO.= 100'
L PRO.= 100'
Q2= 2.09cfs
Q2= 2.54cfs
Q2= 2.01 cfs
V2= 1.40ft/s
V2= 1.52ft/s
V2= 1.80ft/s
D2= 0.50'
D2= 0.53'
D2= 0.43'
Q10= 2.78cfs
Q10= 3.29cfs
Q10= 2.60cfs
V10= 1.64ft/s
V10= 1.62ft/s
V10= 1.92ft/s
D10= 0.53'
D10= 0.58'
D10= 0.48'
SPECIAL CUT DITCH CB SPECIAL CUT DITCH CB SPECIAL CUT DITCH CB
-RP1C- STA. 29+58.25 TO-RP1C- STA. 32+65.87 TO -Y1- STA. 35+50 TO
30+63.01 LT 33+66.11 LT 36+50 LT
PSH 13 PSH 13 PSH 13
BUFFER FILTRATION SPECIAL CUT BASE
CHECK DITCH CK
-FLY- STA. 63+00 TO -FLY- STA. 66+41.84 TO
64+89.15 RT 67+92.80 RT
PSH 14 PSH 14
SPECIAL CUT BASE
DITCH CT
-RP1C- STA. 16 + 00
TO 19+00 RT
PSH 9, 12
SPECIAL CUT BASE
DITCH CB
-RP1C- STA. 25+50 TO
27+00 LT
PSH 12
PLANS PREPARED BY:
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

F-
co
co
N
sc
a
DETAIL CB
SPECIAL CUT DITCH WHINGE
I Not to Scale)
-L- STA. 85+00 TO STA. 86+00 LT
-I.- STA. 90+00 TO STA. 92+50 LT )VAR. SLOPES)
-RPIC r ST Sto.10+99.00 (59.00' LT)
-L- ST Sta.82+40.11
MEDIAN V D TCH
SEE DETAIL CG
\
-FLY-
L BASE DITCH
SEE DETAIL CC
0
LATERAL V DITCH
SEE DETAIL CH
DETAIL CC
LATERAL BASE DITCH
(Natto Scale)
Min. 0= 1.0Ff.
B= 4.0Fd.
b= 5.0Fi.
- FLY- STA. 21+50 TO STA. 27+00 RT, 2:1
- FLY- STA. 23+00 TO STA. 24+00 LT, 4:1
-FLY- STA. 24+00 TO STA. 27+00 LT
-L- STA. 76+50 TO STA. 84+50 LT
-L- STA. 87+25 TO STA. 88+50 RT, 4:1
-L- STA. 86+00 TO STA. 89+00 LT
C _—
SF.BACK OF
CURB DITCH
SEE DITCH CT
LINE TRANSITION
17 TONS CL 6 RIPRAP-,
W/34 SY. GEO FAB C
t\FILL WITH
FLOWABLE FILL
SRS Sto. 17+48.43
O'IEDMONT TRIAD AIRPORT AUTHORIT`
DB 5690 PG 549
/
RT
90.00'
-RPIC- SG Sta 12+20.00
LATERAL BASE SWALE SEE
DITCH DETAIL CC
BUFFER FILTRATION
cr
IS CL B RIPRAP r
S y GEO FAB )O
NI ;a -, I a
-FLY- SC Sta. /8+63—
-
DETAIL CS
LATERAL Bto ASScEolel DITCH
I Not
'When a is < 6.0'
Type of Liner= CL B Rip -Rap
-L- STA. 89*p0 TO STA.
t \ - TERAL BASE SWALE
SEE DITCH DETAIL CC
BUFFER FILTRATION
DETAIL CO
STANDARD BASE DITCH
l Not so Scale)
Natural
Ground
-L- STA. 88+67 RT, L=58', S=11.2%
BEGIN ELEV.=929.5', END ELEV.=923.0'
DETAIL CN
SPECIAL CUT BASE DITCH
(Not to Scale)
LATERAL BASE
DITCH SEE -
DETAIL CE.
TONS CE 6 RIPRAP 4'°
W/16.-SY EC) FAB
LATER4x L BASE SWALE
SEE Mai DETAIL CC
BUFFER FILTRATIO
�,) .
,F Csft4DE T < 26 TONS CL I RIM
�J Zg �'� W/50 SY EIL TAB
20f0d„ / kjs�L// //
DETAIL CT
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND
o
-L- STA. 85+00 TO STA. 86+00 LT
MEDIAN SWALE
SEE DITCH DETAIL CO
BUFFER FILTRATION
111111111111111116.
GEB RIPRAPFAB
STANDARD- /
BASE-DITCH-c,
SEE -DETAIL CO i°
0 act, LG
�O
C
LATERAL BASE DITCH
C �p� SEE DETAIL CC
90.00 RT r r
-FLY-
Pls Sta 18+28.44
Os = 2° 18' 26.0°
Ls = 120.00'
LT = 80.0/'
ST = 40.0/'
-RPIC-
Pls Sta 11+46.73
Os = 5° 15' 07.6"
Ls = 220.00'
LT = /46.73'
ST = 73.39'
DETAIL CH
LATERAL 'V' DITCH
(Not to bole)
Type of Liner- CL. B Rip -Rap
Min. 0=1.5 Ft.
Max. d=1.5 Ft.
b=5 Ft.
-L- STA. 83+00 RT TO -FLY- STA. 18+50 RT
- FLY- STA. 17+77 TO STA. 18+50 RT
- FLY- STA. 27+00 TO STA. 28+50 LT
PROP. 48" WW FENCE
TONS CL B RIPRAP
- W/10 SY GEO FAB
LATERAL V DITCH
SEE DETAIL CH
LATERAL BASE SWALE -PIEDMONT TRIAD AIRPORT AUTHORITY
SEE DITCH DETAIL CC DB 5690 PG 549
BUFFER FILTRATION _
DETAIL CG
MEDIAN V DITCH
( Not to Scale)
-L- STA. 81+00 TO STA. 83+50 RT
-L- STA. 88+50 TO STA. 90+00 LT
-L- STA. 89+50 TO STA. 92+00 CL
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 5690 PG 549
DETAIL CL
LATERAL 'V' DITCH
(Not to Scale)
Min. 0=1 Ft.
b=5 Ft.
-L- STA. 81+50 TO STA. 83+00 RT
/-5//0
RW SHEET NO
ROADWAY DESIGN
ENGINEER
9
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
7/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
B UFFER�DRA WING
SHEE 3 OF 7
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SCALE
50 0 50 100
0
0
Z
J
2
U
CD
I—
LU
LLJ
2
t)
LU
LU
V)
crl
o
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FOR -L- PROFILE SEE SHT. 22
FOR -FLY- PROFILE SEE SHTS. 23 & 24
FOR -RPIC- PROFILE SEE SHT. 26
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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Me F3 _ AD VANCE/NEWHOUSE PARTNERSHIPS ki b _
PUE t - -RP- ST Ste. 32+89.15 �P1C- +65.00 D4S 36
PUEI IC117.80' LT
RPIC CS Ste. 30+69.15 P E RP/C P/�-Ste
PUE------- -`-;. _ rr
RCP
SPECIAL CUT DITCH II,
SEE DETAIL CB
PROP. 48" WW FE C
SPECIAL CUT SWALE ▪ ---
SEE DITCH DETAIL CB PROP. SIGN
BUFFER FILTRATION
2GI FS
4', �
N�rp-,00E � �
1 Pi _ �00
-Yl- PC Ste. 40+00.00
'When B is c 6.0'
Type of Liner= B Rip -Rap
8 TONS CL B RIPRAP
W/21 SY GEO FAB
INV-909.5
-FLY +15.00
110.06' RT
SPECIAL CUT BASE DITCH
SEE DETAIL CU
LATERAL BASE DIT
SEE DETAIL CS
DITCH
IL CC
FLY- +35100
�•235.96' RT
-FLY- +•5.00
239.40
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
B= 4.0 Ft.
b= 5.0 Ft.
BERM DITCH
SEE DETAIL CI
as Ste. 37+00.00
ww ew -Y Pl OT
-YILT- POT Ste. 37+00.
-YIRT - POT Ste. 37+-
�BZ 2
ANGLE FROM
SPECIAL CUT SWALE
SEE DITCH DETAIL CB
BUFFER FILTRATION
24" CSP
2 ELBOWS
ROD & LUG
• INV= 906.5
• :DO_
SPECIAL CUT DITCH
SEE DETAIL CBS
Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
B= 5.0 R.
OP. AS
FENCE
1 15" CSP
2 ELBOWS
ROD & LU -'
BDO
INV=918.8
-RPIC-
-FLY-
Pls Ste 31+42.55
PI Ste 57+81.55 Pls Ste 55+05.23
6s = 5' /5' 07.6"
.L = 138' 18' 33.3" (LT) 6s = 2' 18' 26.0"
Ls = 220.00'
D =
3° 50' 43.3" Ls = 120.00'
LT = 146.73'
L =
3.596.79' LT = 80.01'
ST = 73.39'
T =
3,913.12' ST = 40.01'
R =
1,490.00'
SE
= 0.05
V =
50mph
_------ 10' FDPS
BZ 1 33 TONS CL I RIPRA
W/62 SY GEO FAB
ON BANKS ONLY
co
sc
BUF R ZONE LINES SHOWN ..
FO THE PURPOSES OF I-51151
TOE PROTECTION /b
SEE DETAIL CR /A
INV=928 7 -.-
f
21 TONS CL B RIPRAP
W/7 SY GEO FAB
INV = 893.2
1 ^
2 TONS CL B RIPRAP
W/7 SY GEO ,AB
INV-893.2
-FLY- CS Ste. 54+65.22
DETAIL CM
BERM BASE DITCH
Nei to Scale)
b
Nmuml ,L.1
Ground ?, D
Min. D= 1.0H.
B= 4.0H.
b= 5.09.
DWY-
-RPIC- STA. 25+00 LT TO -Y1- STA. 35+50 RT
-FLY- ST Ste. 55+85.22
DETAIL CB
SPECIAL CUT DITCH WHINGE
(Nato Scale}
- RPIC- STA. 28+49.61 TO STA. 30+63.01 LT
- RPIC- STA. 31+66.53 TO STA. 33+66.11 LT
-Y1- STA. 35+50 TO STA. 37+50 RT
PROJECT REFERENCE NO.
I -5/l0
6W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPLETE
DO NOT USE FOR
PLANS
R/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
t CONSTRUCTION
BERM DITCH
SEE DETAIL CI
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
II. •
B UFFER�DRAWING
SHEE 4 OF 7
o ayt4ss2
N�
SCALE
50 0 50 100
`1I11��
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
DETAIL CC
LATERAL BASE DITCH
(Notio Scala)
b
Min. D= 1.0Ft.
B= 4.0Ft.
6= 5.0Ft.
-FLY- STA. 48+07 TO STA. 49+00 RT, 2:1 BACKSLOPE
DETAIL CI
BERM DITCH
I Non to Scale)
Min. D= 1.0H.
- L- STA. 49+00 TO STA. 52+85 RT
- L- STA. 56+50 TO STA. 60+00 RT
MIRACLE HO^INGS, L
/l DB 575, '650
zro
FOR -FLY- PROFILE SEE SHTS. 24 & 25
FOR -RP1C- PROFILE SEE SHT. 26
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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In
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WE
899.4'
TIME WARNER ENTERTAINMENT-
ADVANCE/NEWHOUSE PARTNERSHIP
DB 5699 PG 1482
y 9 yL
00
8.'I CAT
48"
PUE
PUE
d3
--Sr
SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CK
BUFFER FILTRATION
Sss
120.00' RT — P
RUE
\-FLY- +60.00,
160.00' RT
-FLY- TS Sta.61+58.39
46N38
MIRACLE HOLDINGS. LLC
DB 5758 PG 2650
did
P. SIGN
f
QUE
-FLY- +00.00
150.00' RT
PROP. TIP R-2413A
N 11'04,000 E
N // 04 O.p, f
FER FILTRATION
-FLY-
60.3.
-FLY- SC Sta. 62+78.39
-FLY-
Pls Ste 62+38.40
es = r 43' 07.9°
Ls = 120.00'
LT = 80.00'
ST = 40.00'
PI Sto 65+80.80
= /7° II' 46J" (RTl
D = 2° 5l' 53.2°
L = 600.26'
T = 302.40'
R = 2.000.00'
SE = 0.05
V = 55mph
Pls Ste 69+18.65
es = I° 43' 07.9°
Ls = 120.00'
LT = 80.00'
ST = 40.00'
DETAIL CK
SPECIAL CUT BASE DITCH
( Not to Scale)
NaNral
Ground 1;J TD\ Ne<
W
Min. D= 1.0F1.
8= 4.0 Ft.
Front
Ditch
Slope
-FLY- STA.61+00 TO STA.63+00 RT
-FLY- STA. 66+41.84 TO STA. 67+92.80 RT
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
END RETAINING WALL I
—YI — Sta. 24+45.00 /
O FEES
REMOVE DI
25+00
-FLY-
FLY- +25.00 47
70.37' RT t.
-FLY- +D0.J
00 ( iTE 4
100.00' RT
NAD 83/NSRS 2007
BEGIN RETAINING WALL I
-YI- Eta. 23+40.00
-BL-27 SPECIAL CUT BASE SWALE PR
SEE DITCH DETAIL CK
BUFFER FILTRATION
REX W. SIMMONS
DB 2996 PG 583
/R SPIKE IN IA' POPLAR
EL E V.=9I5.96'
-BL-STA. 96+06.49
354.38' LT 0/S
BM "4 8
CAT48/
F
TIN
- Yl- PIT to 1+94. 8 =
- FLY- ST Ste. 69+98.65 (47.00' LT)
-FLY- CS Ste. 68+78.65
BEACH MOUNTAINS LLC
DB 6900 PG 1318
SCALE
50 0 50 100
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
u
//•p4' n
DIS
PROJECT REFERENCE NO.
SHEET NO.
I -5110
/4
RW SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOR
1/W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FOR
CONSTRUCTION
B UFFER�DRA WING
SHEE S OF 7
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
3JN3d
'HM 'ES' 'dONd
90—ELERAT, .
LANS
PROP.
33N3d
NCE
6 .d08d
LOROUEST PROPERTIES LSD'
DB 4629 PG 1016
PB 126 PG 148
FOR -FLY- PROFILE SEE SHT. 25
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RiCg!(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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BUFFER REPLACEMENT BUFFER DRAWING SHEET 6 OF 7PROJECT: 34429.3.S8 (I-5110)N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY Rev. May 2006
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N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BUFFER DRAWING 7 OF 7PROJECT: 34429.3.S8 (I-5110)GUILFORD COUNTY
':*
Note: Not to Scale
S. U.E. = Subsurface Utility Engineering
STATE E OF NO ['TIES[ CAl I' OLI A
DIVISION OF HIGHWAYS
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
0
FIP
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
ECM
X X X
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site
wL0
wL0
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
CULTURE:
Eno
EPB
0
0
C
w
1
7 7
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream ._
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Js
BZ 1
BZ 2
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
CSX TRANSPORT ATION�
0
MILEPOST 35
I I
SWITCH
RIGHT OF WAY:
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite RoW Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Temporary Construction Easement -
Temporary Drainage Easement
Permanent Drainage Easement
Permanent Drainage /Utility Easement
Permanent Utility Easement
Temporary Utility Easement
Aerial Utility Easement
•
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w
A
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Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
Woods Line
E
TDE
PDE
DUE
PUE
TUE
AUE
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Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Wall -
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
0 0 0 0
Vineyard
CONE
CONE WW C
CONE Hw
CB
Oa
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
.-•
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)_
Recorded U/G Fiber Optics Cable
Designated U/G Fiber Optics Cable (S.U.E.*t
rc
FO
FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.*)
Above Ground Water Line
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Designated U/G TV Cable (S.U.E.*)
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
A/G Water
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
WG Sanitary Sewer Line
Ty
FO
A/G Ca,
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
WG Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
0
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(usr)
AATU R
E.O.I.

PAVEMENT SCHEDULE
C5
3" TYPE S9.5C
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
2A
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
0_Rdy_typ.dgn
D6
3" TYPE I19.00
E3
3" TYPE B25.0C
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PROP. 8" CTABC
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ORIGIG AL
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ORJG�AL 6:1 �t
GROUND
ORIGINAL
GROUND
ORIGINAL
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10'
30'
18'
14' (17' W/GR)
12"- 6"
14' (17' W/GR)
ORIGINAL
GROUND
30'
12' FDPS
USE TYPICAL SECTION NO. 1A
-RPA- STA. 10+00.00 TO -RPA- STA. 27+90.00
SOUTHBOUND LANES
12' 12' -LLT-
0.02
VAR. 12'-24'0.-
GRADE
POINT "
17"
-RPA-
4' VAR. 13' TO 13.7'
12'
4'
FDPS
0.02
0.04
13'
35'
CABLE
GUIDERAIL
C0
-L- 1-73
GRADE TO THIS LINE
TYPICAL SECTION NO. 1
VAR.
12' FDPS
12' TO 12.7
FDPS
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TYPICAL SECTION NO. 1A
NOTE: USE -L- PAVEMENT DESIGN AT THE FOLLOWING LOCATIONS:
-RPA- STA. 10+00.00 TO -RPA- STA. 17+87.10
NOTE: TRANSITION FORM TYPICAL SECTION NO. 1A TO EXISTING AT THE FOLLOWING
LOCATIONS: -RPA- STA. 27+90.00 TO -RPA- STA. 28+40.00
30'
ORIGINAL
GROUND
GRADE TO THIS LINE
16"
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
W
Z
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8:1
13'
12' FDPS
35'
12'
NORTHBOUND LANES
-LRT-
12'
-RPD-
17"
VAR. 13' TO 14.9' ,4' VAR. 12'-24'
VAR.
GRADE TO THIS LINE 16"177
2'
14'
PELIMIINA
DO NOT VSE FOR
RY PLANS
CONSTRUCTION
18'
10'
12' FDPS
Z
I
- -I i--12"
USE TYPICAL SECTION NO. 1
-L- STA. 27+66.53 TO -L- STA. 98+89.29 BK
- L- STA. 95+00.00 Ali TO -L- STA. 98+57.11 (BEGIN BRIDGE LT)
-L- STA. 103+65.31 (END BRIDGE LT) TO -L- STA. 109+00.00
NOTE: USE PROFILES -LLT- AND -LRT- FROM -L- STA. 27+66.53 TO -L- STA. 51+25.00
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 AT THE FOLLOWING
LOCATIONS -L STA. 27+16.53 TO -L- STA. 27+66.53 (RT.+LT.)
14' (17' W/GR)
12' FOPS
TYPICAL SECTION NO. 1B
6"
12"
18' 6'
6:1
30'
USE TYPICAL SECTION NO. 1B
-RPD- STA. 10+98.43 TO -RPD- STA. 33+20.00
NOTE: USE -L- PAVEMENT DESIGN AT THE FOLLOWING
-RPD- STA. 10+98.43 TO -RPD- STA. 24+94.45
10'
ORI� GI�IAL-
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
LOCATIONS:
NOTE: TRANSITION FORM TYPICAL SECTION NO. 1B TO EXISTING AT THE FOLLOWING
LOCATIONS: -RPD- STA. 33+20.00 TO -RPD- STA. 33+70.00
ORIGINAL
USE TYPICAL SECTION NO. 2
- RPAA- STA. 10+00.00 TO -RPAA- STA. 16+30.00
- RPDA- STA. 10+00.00 TO -RPDA- STA. 15 + 00.00
NOTE: REVERSE TYPICAL SECTION FOR -RPDA-
NOTE: TRANSITION FROM TYPICAL SECTION NO.2 TO
EXISTING AT THE FOLLOWING LOCATIONS:
-RPAA- STA. 16+30.00 TO -RPAA- STA. 16+80.00
-RPDA- STA. 15+00.00 TO -RPDA- STA. 15+50.00
ORIGINAL
GROUND
ORIGI AL
GROUND
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
NOTES:
SEE PLANS FOR LOCATION OF CONCRETE ISLANDS, AUXILIARY LANES, AND TAPERS.
* 4:1 MAX INSIDE INTERCHANGE

PAVEMENT SCHEDULE
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
2B
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
0_Rdy_typ.dgn
In
0
o-u
0
ocE
of
Cl
1.5" TYPE S9.5B
C2
2" TYPE S9.5B
C3
3" TYPE S9.5B
C4
VAR. TYPE S9.5B
C5
3" TYPE S9.5C
D6
3" TYPE I19.00
E1
4" TYPE B25.OB
J1
8" ABC
K
STABILIZED SUB.
P
PRIME COAT
R2
2' -6" C&G
T
EARTH MATERIAL
U
EXISTING PAVE.
W
WEDGING
NOTES:
SEE PLANS FOR LOCATION OF CONCRETE ISLANDS, AUXILIARY LANES, AND TAPERS.
* 4:1 MAX INSIDE INTERCHANGE
.0
ORIGINAL
GROUND
30'
c -FLY-
12' (15' WiGR) VAR. 4' TO 12' 1 12' 14' (17' W/GR) 18'
6'
10'
ORIGINAL
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
4:1
I*1
10'
HINGE POINT
4'
FDPS
LL
OT
0.04 0.02
0.02
GRADE
POINT
0.02
4'
FDPS
0.02
O
O.Og
18'
14"�
D6
TYPICAL SECTION NO. 3
14' (17' W/GR)
-RP1C-
12' 4' 12'
6:1
I-
Z
O
O
Z_
3:
6:1
GRADE TO THIS LINE
30'
-Y8 LT-
12'
,l
PS GRADE
POINT
0.02
0.02
C5
GRADE
,0.02 POINT
GRADE TO THIS LINE
TYPICAL SECTION NO. 4
VAR. 27.9' TO 50'
12'
33'
_ 2'
4:1
-Y- REGIONAL RD.
VAR. 27.2' TO 50'
0.02
0.02
1 5"
GRADE TO THIS LINE
TYPICAL SECTION NO. 5
0.02
-Y8- BRYAN BLVD.
34'
ORIGINAL
GROUND
4:1
2'
Z
vAR. 2:1 TO
,,0.02
-Y8_RT-
12'
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 6
6:) (SEE xser
4:1
6:
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
PELIMIINA
DO NOT VSE FOR
RY PLANS
CONSTRUCTION
USE TYPICAL SECTION NO. 3
-FLY- STA. 9+67.27 TO -FLY- STA. 31+17.94 (BEGIN BRIDGE)
- FLY- STA. 33+84.46 (END BRIDGE) TO -FLY- STA. 37+44.87 (BEGIN BRIDGE)
- FLY- STA. 39+87.03 (END BRIDGE) TO -FLY- STA. 69+98.65
NOTE: USE -L- PAVEMENT DESIGN AT THE FOLLOWING LOCATION:
- FLY- STA. 10+00.00 TO -FLY- STA. 15+06.21
USE -Y1- PAVEMENT DESIGN AT THE FOLLOWING LOCATION:
- FLY- STA. 65+94.24 TO -FLY- STA. 69+98.65
USE TYPICAL SECTION NO. 4
-RP1C- STA. 10+00.00 TO -RP1C- STA. 35+16.48
NOTE: USE -L- PAVEMENT DESIGN AT THE FOLLOWING LOCATION:
- RPIC- STA. 10+ 00.00 TO -RP1C- STA. 13+ 79.43
USE -Y1- PAVEMENT DESIGN AT THE FOLLOWING LOCATION:
- RPIC- STA. 30+81.01 TO -RPIC- STA. 35+16.48
USE TYPICAL SECTION NO. 5
- Y- STA. 14+45.00 TO -Y- STA. 15+57.77
USE TYPICAL SECTION NO. 6
-Y8- STA. 32+30.00 TO -Y8- STA. 36+50.00
NOTE: TRANSITION FROM TYPICAL SECTION NO. 1 TO TYPICAL SECTION
NO. 2 FROM -Y8- STA. 36+50.00 TO -Y8- STA. 37+50.00
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

PAVEMENT SCHEDULE
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
2C
C1
11/" TYPE S9.5B
C3
3" TYPE S9.5B
J1
8" ABC
P
PRIME COAT
T
EARTH MATERIAL
U
EXISTING PAVE.
W
WEDGING
0_Rdy_typ.dgn
ORIGINAL
GROUND
ORIGINAL
GROUND
0
4:1
14'
12'
- Y8 LT-
35'
- Y8- BRYAN BLVD.
35'
-Y8 RT-
12'
2'
12'
PS
p.08
GRADE
POINT
0.02
0.02
0.04
14'
GRADE TO THIS LINE
12'
- Y8 LT-
35'*
4:1
ORIGINAL
4:1
2'
12'
14'
GRADE
POINT
0.02.,
12'
PS
4:1
GROUND
TYPICAL SECTION NO. 7
- Y8- BRYAN BLVD.
12'
8'
12'
PS
ORIGINAL
GROUND
GRADE
z0.02
GRADE TO THIS LINE
ORIGINAL
G- ROUND
6'**
- PS
0.04
VAR. 12' TO 50'
4:1 ORIGINAL
GROUND
TYPICAL SECTION NO. 8
-Y8A-
GRADE • J1�
TO THIS LINE
TYPICAL SECTION NO. 9
-Y8 LT -
VAR. 12' TO 50'
GRADE TO THIS LINE
ORIGINAL
GROUND
C -Y8-
W
0.08
40'
OLe,
adW
GRADE 12.
POINT \ u
0.02
z0.02
6"
11"
GRADE TO THIS LINE
6"
11"
TYPICAL SECTION NO. 10
ORIGINAL
GROUND
GROUND
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
P "' ELIMIINA
DO NOT VSE POE
RY PLANS
CONSTRUCTION
USE TYPICAL SECTION NO. 7
- Y8- STA. 37+50.00 TO -Y8- STA. 42+52.22
NOTE: TRANSITION FROM TYPICAL SECTION NO. 1 TO TYPICAL SECTION
NO. 2 FROM -Y8- STA. 36+50.00 TO -Y8- STA. 37+50.00
USE TYPICAL SECTION NO. 8
- Y8- STA. 42+52.22 TO -Y8- STA. 87+84.02
*NOTES: DISTANCE FROM CENTERLINE TO GRADE POINT TRANSITIONS LINEARLY
FROM 35' TO 40' FROM -Y8- STA. 84+00.00 TO -Y8- STA. 86+50.00.
USE 40' DISTANCE FROM CENTERLINE TO GRADE POINT AT THE
FOLLOWING LOCATION: -Y8- STA. 86+50.00 TO -Y8- STA. 87+84.02.
**NOTES: PAVED SHOULDER WIDTH TRANSITIONS FROM 6' TO 12' FROM
-Y8- STA. 84+00.00 TO -Y8- STA. 86+50.00.
USE 12' PAVED SHOULDER AT THE FOLLOWING LOCATION:
-Y8- STA. 86+50.00 TO -Y8- STA. 87+84.02.
USE TYPICAL SECTION NO. 9
-Y8A- STA. 14+87.15 TO -Y8A- STA. 24+20.00
USE TYPICAL SECTION NO. 10
-Y8- STA. 87+84.02 TO -Y8- STA. 89+12.48
PLANS PREPARED BY :
RK�(
o�
o • g NOTES:
• d SEE PLANS FOR LOCATION OF CONCRETE ISLANDS, AUXILIARY LANES, AND TAPERS.
o�LL
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

PAVEMENT SCHEDULE
C5
3" TYPE S9.5C
-Y9-
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
2D
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
0_Rdy_typ.dgn
C7
1 12" TYPE S9.5C
D6
3" TYPE I19.00
E3
3" TYPE B25.00
E4
4" TYPE B25.0C
G
PROP. 8" CTABC
J1
8" ABC
J5
6" ABC
K
STABILIZED SUB.
N
GEOTEXTILE PAVEMENT
STABILIZATION
P
PRIME COAT
R2
2'-6" C&G
S
SPLIT SEAL
T
EARTH MATERIAL
U
EXISTING PAVE.
W
WEDGING
ORIGINAL
GROUND
USE INCIDENTAL
< MILLING TO TIE
Z TO EXIST.
CURB & GUTTER
= OR ISLAND
RETAIN
EXIST. C&G
MILLING DETAIL FOR RESURFACING ALONG
EXISTING CURB & GUTTER OR ISLANDS
FOR -Y8 & -Y9-
12"
ORIGINAL
GROUND
MD = MACHINE DIRECTION
_ BASE
COURSE
DETAIL SHOWING GEOTEXTILE
FOR PAVEMENT STABILIZATION
ORIGII
ti
GROU
RETAIN
EXIST. I
INVESTIGATE THE USE OF GEOTEXTILE
FOR PAVEMENT STABILIZATION FOR THE FOLLOWING:
ARIFS
R2
a
w
z
~
1 GRADE
L;�
'
ATCHLINE A
JAL
0— POINT
ORI
ND L
n
ti..1
GRI
- L- STA 97+50.00 TO -L- STA 98+89.29 BK (LT)
- L- STA 95+00.00 AH TO -L- STA 98+17.39 (LT)
- L- STA 103 + 95.00 TO -L- STA 109 + 00.00 (LT)
- L- STA 103+73.00 TO -L- STA 106+50.00 (RT)
-FLY- STA 22+25.00 TO -FLY- STA 31+17.94 (BEGIN BRIDGE)
-FLY- STA 33+84.46 (END BRIDGE) TO -FLY- STA 37+44.87 (BEGIN BRIDGE)
-FLY- STA 39+87.03 (END BRIDGE) TO -FLY- STA 45+50.00
-FLY- STA 53+25.00 TO -FLY- STA 56+25.00
TYPICAL SECTION NO. 10
GUARDRAIL WIDENING DETAILS
ORIGINAL
GROUND
4'
FDPS
DETAIL #2
-FLY- INSIDE
GINAL
DUND
RETAIN
EXIST. C&G
ORIGINAL �,I••�
GROUND
14'
4'
FDPS
O II C7
vimms
12"
DETAIL #2
-FLY- OUTSIDE
o
PELIMIINA
DO NOT VSE POE
RY PLANS
CONSTRUCTION
USE TYPICAL SECTION NO.10
-Y9- STA. 13+20.00 TO -Y9- STA. 18+10.00
-L- 1-73
23'
6:1
12" X 12" SHOULDER DRAIN WITH
#57 STONE AND 4" PERFORATED
PIPE WRAPPED WITH FABRIC
SHOULDER DRAIN DETAILS
4'
Aft FDPS
-L- MEDIAN SHOULDER DRAIN DETAIL
I-
O
14'
12' FDPS
18'
6:7
12" X 12" SHOULDER DRAIN WITH
#57 STONE AND 4" PERFORATED
PIPE WRAPPED WITH FABRIC
-L- OUTSIDE SHOULDER DRAIN DETAIL
DETAIL FOR SHOULDER DRAINS
LINE
STATION TO STATION
LOCATION
OUTLET
STATION
-RPA-
10+00
14+00
RT
WA
N/A
-RPD-
10+98.43
21+80
LT
N/A
WA
-L-
48+25
65+75
MED. LT
0608
50+70
0607
52+00
0707
62+00
-L-
48+25
65+75
RT
0604
50+50
0602
54+00
0705
62+50
-L-
69+40
71+75
MED. LT
0801
71+50
-L-
69+40
75+47.42
RT
0803
71+50
-FLY-
12+05
13+55
RT
WA
WA
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
NOTES:
SEE PLANS FOR LOCATION OF CONCRETE ISLANDS, AUXILIARY LANES, AND TAPERS.

r
I i1 /t
PROJECT REFERENCE NO
SHEET NO.
-D
mr
-L-
-RPA-
-RPAA-
-RPD- -RPDA-
PI Sta 22+14.63 Pls Sta 29+82.69
A = 20' 33' 49.1" (LT) Os = 2' 0/' 29.5°
D = r 29' 59.6° Ls = 270.00'
L = 1,371.0/' LT = 180.01'
T = 692.96' ST = 90.0/'
R = 3.820.00'
SE = 0.06
V = 75mph
Pls Sto 25+55.55
es = 0' 46' 34.9"
Ls = 100.00'
LT = 66.67'
ST = 33.33'
PI Sto 28+74.73
A = 8' 5/' 33.4" (RT)
D = r 33' 09.8"
L = 570.56'
T = 285.85'
R = 3.690.00'
SE = 0.04
V = 55mph
PI Sto 17+34.60
A = 34' 47' 06.6" (RT)
D = 5° 59' 58.4'
L = 579.80'
T = 299J4'
R = 955.00'
SE = 0.08
V = 50mph
PI Sta 29+83.76 PI Sta 11+09.49
= 2° 28' 14.9" (RT) A = r 40' 21.7" (LT)
D = 0' 57' /7.7" D = 0° 45' 50.2"
L = 258.74
T = 129.39'
R = 6.000.00'
SE = 0.02
V = 50mph
L = 2/896'
T = /09.49'
R = 7,500.00'
SE = 0.02
V = 55mph
-Y8-
Pl Sto /22+4/.53
A = 32' 38' 14.2' (RT) \\\
D = r 29' 59.6' \\
L = 2J7598' \vs
\\
T = lJI8.40 \\
R = 3,820.00' \
qE
'717-
o
\
do
,',..-BY-2I3 \\_-
\\\ \
\ \ \ / /
\\ \� _--/
/
/
\�
N �i
/'
/D'
RCP j //
//
/ Ilc. %
i NOCII� / //
dal SI
J/
-3----x -' ----
`MTL y/____t T- D._--_ -
/0 a c
G
-RPD- POT Sto. 39+49.62
/
//
//
R/ M.N
1777
PIEDMONT TRIAD
5.177 AIRPORT AUTHORITY
DB 5122 PG 0666 j
DB 4805 PG 1017 t
PB 029 PG 059 '
il___FT:3y:TBIEm6EN:EiG"_3E15:-_10:0
-- ----
IN
s�STEM--
jNO - V � B {_=4'396"-BsrT�12BSI S EM---NSTRUCTION
�lvv `vv -RPD- POT Sta. 33 + 70.00
1l - Q
\ 54"� CSP
60. WW & IS�1N
-RPDA- POT Sto. 2I+I5.02 o a
l 11
_ 1
1 n
ll
i
-.-Nv
-RPA- PT Sto.31+59.18
\q
\\ /\ \\\
\\ \ �\ \\\
\\ \ \ \\\\
oo
DETAIL CQ
SPECIAL CUT DITCH
( Net ro Scale)
',.
Min. D=1.5 Ft.
Front
Ditch
Slope
-L- STA. 29+00 TO STA. 50+50 RT
\"
PROPERTY LINES II THE
AREA I
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 2851 PG 0403
-RPAA- PT Sta. 20+15.25
RETAIN
SYSTEM
y: v
N"
BEGIN CONSTRUCTION
RETAIN -RPA- POC Sta. 28+40.00
SYSTEM
BEGIN CONSTRUCTION
-L- POC Sta. 27+16.53
Cvs
BN.be ��� \
A BST
_ pll JOSEPH W ERE AN BLVD EBL 24' BAT -
Jl R_SYSTENM- I�S'8E7
- 01 5 ��O ---
\ \ ���- NI--_--- CABLE
-�� n 12'ssT ---- -
ii
� � �- � _ � � _ IIII `IOSEPH W BRPm BLVD WBL 24 BST --
\ \ ____��I�I2 -
V `\ I, SYSTEM Cl--'S0-BL€N - �.O
\ \-8Z 0 EXIST. Ui'�
�_ _\ F C1-ATTENUATO
CB
11/
u \ p pCs
n-
ll b
L =
L6-
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5753 PG 133
DB 5380 PG 1640
DB 5036 PG 2012
PB 034 PG 017
PB 070 PG 126
PB 029 PG 059
alb \MOIS 0ta�
UFE
---,_
\ \
o' BLEN,
TO EXIST.
0' BLEN
0 EXIS
AIL
Ad DI
alW
TYPE T BARRIER
Et 2GI Adl DI
II I I I I I I I I 111111 Ili I I I I I III I MM. ••=1.111 I I I I I I I I I I I I I I I I I I 1141aPiMilEP E DC I 1 TA C U:T E -TS AWI LcE Q.' 70511V E R cO p111711
CO
BEGIN CONSTRUCTION
-RPAA- POC Sta. 16+80.00
-RPA- SC Sta. 25+88.62
POC Sta./19+28.10
, PE T BARRIER
TIE TO EXIST.CONC.BARRIER
450' MEDIAN SHOULDER TAPER
REMOVE EXIST.GUIDERAIL
/-5//0
4
R'W SHEET
NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FO CONSTRUCTION
RETAIN
DI
BUFFER FILTRATION
C
BEGIN CONSTRUCTION
-RPDA- POC Sta. 15+50.00
54 RCP II
-GPS- 15110-2
-BY- PINC
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 5402 PG 0298
uj
-11
FOR -L- PROFILE SEE SHT. 20
FOR -RPAA- PROFILE SEE SHT. 27
FOR -RPA- PROFILE SEE SHT. 29
FOR -RPDA- PROFILE SEE SHT. 28
FOR -RPD- PROFILE SEE SHT. 28
PLANS PREPARED BY :
RK01
RUMMEL, KLEPPER & KAHL, LLP
RALEIGH, NORTH CAROLINA 27609-3960

PROJECT REFERENCE NO.
SHEET NO.
I—
N
J
450' MEDIAN
SHOULDER TAPER
DETAIL CP
SPECIAL CUT BASE DITCH
Natural
Graand -7 To
Min. D=1 Ft.
B=2 Ft.
Front
Ditch
Slope
-L- STA. 37+00 TO STA. 56+00 LT
/4+
RETAIN
SP. LAT. V DITCH ------3.33'
SEE DETAIL CJ ITYP
DETAIL C1
SPECIAL LATERAL 'V' DITCH
I Not to Scale)
2
Fin
Slope
Min. 0= 1.0Ff.
-L- STA. 32+00 TO STA. 35+00 LT
PIEDMONT TRIAD AIRPORT AUTHORI
DB 2851 PG 0403
- RPA- POT Sta.19+51.04 =
- RPM- POT Sta. 10+00.00 (12.00' RT)
SKEW ANGLE FROM -RPA- = 3° 47' /3.70"
-RPAA- TS Sta.12+35.45
54" RCP -III
- SPECIAL CO SWALE_____________________________
SEE DITCH DETAIL CQ
BUFFER FILTRATION
PROP. SIGN
35t02—
WD
JOSEPH W BRY AN BLVD
- L- ST Sta. 31+62.68
- RPD- POT Sta.28+17.36 =
- RPDA- PC Sta.10+00.00 (12.00' LT)
-RPD- PC Sta. 28+54.36
tSls lnB. H1w ----—
N 72' 35' 01.4" E
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 5402 PG 0298
r
0
r
ui
tla
2 IP
r
RETAIN �1���11����������������3���� -�
_ MM��ICI�iM.MM\:�:�/�� �������' ANDARD All, CAi��/I���61i51�1
_ tl.e��=.�Ir�����������iGl�ir���l:1 ����������/��,i st ET
� i1G°'�▪ .�==�.... ����11�jim ,, SEE �1�,62,000/0 �18 0
iE IL
0��� i a / HCF„°RH
��fi111�������CS�i���������rJ� / / / � FiO° � i FLOWJABLE
SP. CUT BASE -DITCH
SEEDETAIL CP PROP _`.•° - „�Sr.
N� 275'
� REMOVEHUM
DETAIL CQ
SPECIAL CUT DITCH
(Not to Scale)
Min. D=1.5 Ft.
Front
Ditch
Slope
-L- STA. 29+00 TO STA. 50+50 RT
DETAIL CA
STANDARD 'V' DITCH
I Not to stole)
L- STA. 40+50 TO STA. 42+35 LT, S=4.2%
BEGIN ELEV.=862.3', END ELEV.=855.3'
-RPA- PT Sto.19+04.80
DETAIL CM
BERM BASE DITCH
ISCW Scale)
mmoi
b I
Min. O= 1.0Ft.
8= 4.0Ft.
b= 5.0R.
-L- STA. 39+00 TO STA. 54+00 RT
DETAIL CD
STANDARD BASE DITCH
I Not to Swle)
Natural
Ground 2,7
Min. 0= 1.0Ft.
B= 4.0Ff.
N°tur°I
-L- STA. 43+77 TO STA. 46+50 LT, S=2.8%
BEGIN ELEV.=869.0', END ELEV.=861.3'
- RPA- CS
-RPA- SRS Sta. /3+55.52
-Y8- ST Sta.
I05+99.28
REMOVE EXIST.GUIDERAL
-RPA- SC Sta. /4+65.52
- Y8- TS Sta.107+63.04
1-5/10
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
5
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOl CONSTRUCTION
Sta. 12+45.52
RETAIN
D
BETA _a.�"ommum��aCsSim��,��311151.19��ll i���., lI
s�
FS
-YB-
Pls Sta 1/0+03J3
6s = 2° 42' 0/.7°
Ls = 360.09'
LT = 240.09'
ST = 120.06'
�I1
FS��11 �T
PLUG = i
° c 1 nva AFe�
FILLWITH _ ABLE FILL
FILL -
SPECIAL CUT SWALE
SEE DITCH DETAIL CQ
1 1
-l' n �
72°5
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 2851 PG 0403
TIE BERM DITCH'
TO EXISTING SWALE
300' TAPER
-RPD- +25.00
145.00' LT
15+00 /
L5
1 1 1 1 1 . 1 1 1 1
1 1
48" RCP -III
15" COP
2 ELBOWS
ROD & LUG
SPECIAL CUT SWALE
SEE DITCH DETAIL CQ
<
n
UJ
UJ
2
N
UJ
W
------------------------------------------------------------
-at
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 4186 PG 1995
FR�pE
4q aRa RF INFS
/s CNC YHCS
BERM BASE DITCH
SEE DETAIL CM
ROP. 48" WW FENCE
-GPS- 15110-I
- BY- PINC
-BY3- POT
- RPA-
P/ Sta 11+65./6
= 2° 05' 18.4° (RTI
D=r(7'57.2.
L = 160.74'
T = 80.38'
R = 4,4/0.00'
SE = 0.04
V = 60mph
Pls Sta 12+82.19
es = 0° 42' 52.5'
Ls = 1/0.00'
LT = 73.33'
ST = 36.67'
Pls Sta 14+28.86
Bs = 0° 23' 12.0"
Ls = 110.00'
LT = 73.33'
ST = 36.67'
PI Sta 16+8522
= 3° 0517.6" (LT)
D = 0° 42' 10.9"
L = 439.28'
T = 2/9.69'
R = 8.150.00'
SE = NC
V = 50mph
-RPAA-
Pls Sta 13+68.86
es = 5° 59' 58°4°
Ls = 200.00'
LT = 133.4/'
ST = 66.74'
-RPD-
PI Sta 17+81.45
= 2° 5/' 00.2° (RTI
D = 0° 34' 22.6"
L = 497.43'
T = 248.77'
R = 10.000.00'
SE = NC
V = 55mph
FOR -L- PROFILE SEE SHT. 20
FOR -RPAA- PROFILE SEE SHT. 27
FOR -RPA- PROFILE SEE SHT. 29
FOR -RPDA- PROFILE SEE SHT. 28
FOR -RPD- PROFILE SEE SHTS. 27 & 28
PLANS PREPARED BY
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

C
co
co
0
Na
-Y8- CS Sta. 101+1928
0
-RPA- Sc Sta. 10+84°78 4/��y����g��ntros v.,
I4•0,
�C:Crow
jela1ISO IBISS pp.._
L
tl CC)
2GI-A
SP. DET.
10+00
201-A
SP. (ET.
195
-L- TS Sta.46+25.5/
10 SPECIAL CUT SWALE
SEE DITCH DETAIL CO
-RPD- CS Sta.14e22.69
-RPD- SC Sta. /5+3269
--------- <- BERM DITCH
SEE DETAIL CM ,.,.,,r'�f Ira 4b..•
0
-BY-212
62.5' (TYP)
lOO CP
8" RCP-
L- + 74.57
220.00' LT
- RPD- +30.00
a
a
0
PIEDMONT TRIAD AIRPORT AUTHORITY a
a
DB 4186 PG 1995
0 a0
C
0
t�
00ap
a 0
a n
DETAIL CD
STANDARD BASE DITCH
( Not to Scale)
Natural
Natural
Ground ?.� � ,�.1 Ground
Min. 0= 1 0H.
B= 4.0Ft.
a
a
a
7
PROP. 48
TIE FENCE TO
EXISTING FENCE
SPECIAL CUT SWALE
SEE DITCH DETAIL CQ
L- +75.51
a-RPD- +12.30 -B -2J 260.00' RT
196.66' LT y' -L- +40.03
s-L- SC Sta.48+75.5/ = 305.76' RT
-RPD- PC Sta. 10+98.43 (59.00' RTC
PIEDMONT TRIAD\
/1 AI ORT AUTHORITY
00 0 a // v Di B5898
60 PG 04 \i
- L STA. 43+77 TO STA. 46+50 LT, S=2.8%
BEGIN ELEV.=869.0', END ELEV.=861.3'
C
0
DETAIL CP
SPECIAL CUT BASE DITCH
( NatScale)
I.°sJ Min. D 1 H.
B 2 H
Frani
Ditch
Slope
-L- STA. 37+00 TO STA. 56+00 LT
DETAIL CQ
SPECIAL CUT DITCH
(Not to Scale)
Front
Ditch
Slope
-L- STA. 29+00 TO STA. 50+50 RT
WW FENCE
SP. CUT BASE DITCH
SEE DETAIL CP
L- + 82.39 PROP.
260.00' RT
DETAIL CI
BERM DITCH
( Not Io Scale)
Min. D= 1.OH.
-L- STA. 54+00 TO STA. 60+00 RT
F
RCP -III
BERM BASE DITCH
SEE DETAIL CM
15" RCP-19C a
WW FENCE
,"\
A:z - ,
,0 / O \ \ C
Qy
Z
s
.O
PIEDMONT TRIA
AIRPORT AUTHORITY
DB 6154 PG 2966
PB 60 PG 10
Min. D= 1.0H.
B= 4.0Ft.
b= 5.0Ft.
DETAIL CM
BERM BASE DITCH
I Not to Scolel
Natural /^ ry.�
L
-L- STA. 39+00 TO STA. 54+00 RT
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5119 PG 0619
PB 072 PG 002
PIEDM,. 10
AIRPORT AUTHORITY
DB 4205 PG 0832
FS BDO
43 /
/
Cgtnp,gl \-.
F�Q�,
-RPD-
-RPA-
-L-
-Y8-
PI Sta 12+60.62 Pls Sta /4+59.35
Pls Sta 10+48°I1 PI Sta 11+65°16
Pls Sta 47+92.18
PI Sta 97+65.37 Pls Sta 102+79.52
A = 3° 59' 56.0° (LT1 Os = 0° 40' 41.8"
6s = 0° 42' 52.5" A = 2° 05' 18.4" (RT1
6s = r 31' /9.9"
A = 2r 29' 19.4" (RT1 es = 7° lI' 58J"
D = r 13' 596" Ls = 1/0.00'
Ls = 110.00' D = I° 17' 57°2"
Ls = 250.00'
D = 2° 59' 59°2" Ls = 480.00'
L = 32426' LT = 73.33'
LT = 73°33' L = 160.74'
LT = /6667'
L = 7/6.34' LT = 32027'
T = 16220' ST = 36.67'
ST = 36.67' T = 80.38'
ST = 83°34'
T = 362.43' ST = 16024'
R = 4,646.00'
R = 4,4/0.00'
R = 1,9/0.00'
SE = 0.04
SE = 0.04
V = 65mph
V = 60mph
0
V
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 4205 PG 0832
-L- +65.00
220.00' LT
SP. CUT BASE DITCH
SEE DETAIL CP
— i
BERM/DITC▪ H
SEE DETAIL CI
L- +00.00
5 260.00' RT
PI F MOONdTp"TRIAD
j/UR1
B 4624 PG-
j O
\ \ 84Nd
W
PROJECT REFERENCE NO
1-5/10
9W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
6
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
FOR -L- PROFILE SEE SHTS. 20 & 21
FOR -RPA- PROFILE SEE SHT. 29
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

N
co
co
PI Ste 64+92.28
A = 37'55'42.4"(RT)
D=r13'03.9"
L = 3,114.60'
T = 1.616.78'
R = 4,705.00'
SE = 0.04
V = 70mph
BEGIN BRIDGE
-T/W- ETA128+59.07
BEGIN APPROACH SLOB
-TAN- ETA.I28+3I.0�
PIEDMONT TRIAD
AIRPORT AUTHORITY
0B 4624 PG 825
------------
L- +75.00
410.00' LT
-L- +40.00
280.00' LT
STANDARD BASE DITCH
SEE DETAIL CD
3 TONS CL B RIPRAP
W/10 SY GEO FAB
I/kik
'411Illlllllllllllln
'11,111111111111111111111111111 III REMOVE
42" RCP -tit
JB
vzMH
42"
RCP -III
2GI-A
-L-.±Q8.00 AQ
275.54i RT F
PIEDMONT TRIAD
AIRPORT -L- +9•.00
AUTHORITY 307.00'.RT
DB 4624 PG 825
REMO
SYSTE
DETAIL CB
SPECIAL CUT DITCH .,HINGE
(Natio Scale)
Natural
Ground
-L- STA. 62+00 TO STA. 69+50 RT
- \F
\\F
- L- POC Ste. 59+04.23=
- T/W- POT Ste.130+37.55
A = 130' 24' 16"
SITE 1 - TAXIWAY STRUCTURE
REMOVE
SYSTEM
LINE TRANSITION
14 TONS CL B RIPRAP
W/28 SY GEO FAB
BERM DITCH
SEE DETAIL CI c•
-L- +35.00
280.13' RT
E
END BRIDGE
-T/W5 ETA.132+38.5/
ND APPROACH SLAB
5T/W- ETA.152+6b. 4
i 4r
DETAIL CM
BERM BASE DITCH
I Not to Scole)r-b-1
Natural
Min. D= 1.0Ft.
B= 4.0Ff.
b= 5.0Ff.
-L- STA.62+50 TO STA.69+00 RT
-L- +70.00
300.00' LT
-L- +80.00
220.00' LT
Shoulder
Point
DETAIL CG
MEDIAN V DITCH
( Nat. Scale)
- L- STA. 61+50 TO STA. 64+00 CL
- L- STA. 66+00 TO STA. 69+00 CL
METALCRAFT OF MAYV,.,. •
DB 7174 PG 375
PROP. 48" WW FENCE
DETAIL CD
STANDARD BASE DITCH
I NON Sc..
Min. D= 1.0Ft.
-L- 58+50 TO 59+30 LT, L=80',
BEGIN ELEV=884.5, END ELEV=884.0, 5=0.6%
-L- STA. 63+10 RT, L=437',
BEGIN ELEV=914.5, END ELEV=909.9, S=1.0%
10.0' V C.
DETAIL CI
BERM DITCH
Not to Scale)
in. D= 1.0Ff.
-L- STA.54+00 TO STA. 59+00 RT
L +40.00
220.00' LT
_______
REMOVE
__ ===REMOVE
__________ SYSTEM
_ ______ _=====15. HOPE
-- L SYSTEM =___
,- HOPE _ —___
REMOVEwm���
SYSTEM P��
PROP. SIGN \\FS
_
o , 2GI
2a" CGG I /
21 MEDIAN SWALE
SEE DITCH DETAIL CG
BUFFER FILTRATION
1AL CUT SWALE
ITCH DETAIL CB
/' LINE TRANSITION
\ 30 TONS CL B RIPRAP'
�‘ W/60 SY GEO FAB
SPECIAL CUT SWALE
SEE DITCH DETAIL CB
REMOVE
SYSTEM
FILL WITH
, LOWABLE FILL
l•
` • 285.O1�RT
•
Vfi I -L- +70.00
2GI-A
-L- +25.00 y
325.00' RT
0" RCP -III
ISB BUS
PROP. 48" WW FENCE
-I- +55.00
280.00' RT
STANDARD BASE DITCH
SEE DETAIL CD
METALCRAFT OF MAYVILLE INC
DB 7174 PG 375
FILL WITH q,
`\ PLOWABLE FILL 0
' = B
-L- +50.00
585.00' RT
PROJECT REFERENCE NO
1-5110
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOE, CONSTRUCTION
MEDIAN -SWALE_
EE ¢I •CH DETAIL CO
BUFFER FILTRATION
SPECIAL CUT SWALE
SEE DITCH DETAIL CB
-L- +70.00
230.00' RT
CP.G FILL WITH
LAG FLOWA$LE FILL
J
—4- +80.00
555. RTO O) 5='
FOR -L- PROFILE SEE SHT. 21
FOR -T/W- PROFILE SEE SHT. 30
PLANS PREPARED BY:
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

r
DETAIL CB
SPECIAL CUT DITCH /HINGE
(Not to Scale)
Front
Ditch
Slope
1.0Ff.
- L- STA. 67+00 TO STA. 69+50 RT
- L- STA. 71+50 TO STA. 73+50 RT
- L- STA. 71+50 TO STA. 73+50 RT
- L- STA. 76+50 TO STA. 81+50 RT
L- + 00.00
75.00' LT
24" RCP -III
SPECIAL CUT DITCH
SEE DETAIL CB
FILL
WITH
FLOWABLE
FILL
PROP. SIGN
-L- +50.00
175.00' RT
H
Natural
Ground 7.,
DETAIL CC
LATERAL BASE DITCH
(Nett, Scale)
w
Min. D= 1.0Ff.
6= 4.0F1.
Slo
-L- STA. 76+67 TO STA. 84+50 LT
PIEDMONT TRIAD AIRPORT AUTHORITY
PROP. 48" WW FENCE
---------
0803,
GRAU 350 8s/
_______ssrUITCH DETAIL CG
BUFFER FILTRATION
Shoulder
Paint
DETAIL CG
MEDIAN V DITCH
(Not. Scale(
pdi
Shoulder
Paint
- L- STA. 71+50 TO STA. 73+50 CL
- L- STA. 76+50 TO STA. 78+50 CL
-L- STA. 81+00 TO STA. 83+50 RT
CUT /FILL TRANSITION
2 TONS CL B RIPRAP
W/7 SY GEO FAB
^ / t &SYSTEM
C - - P REMOVE
.s -1' ONOd>�. RCP -III
Natured
Ground
DETAIL CL
LATERAL 'V' DITCH
(Natty Scale)
1 rb
1"r0t.
Min. 0=1 H.
Fill
Slope
-L- STA. 81+50 TO STA. 83+00 RT
F� 24" CSP A I
2 ELBO SPECIAL CUT SWALE
ROD & LU SEE DITCH DETAIL -CB—
FF
Mµ BUER FILTRATION = --.- ♦ J L
IJMH M �� =4.4,11P�
BERM BASE DITCH
'� SEE DETAIL Cry
MC 4 LLC
DB 4768 PG 283
V PLVE
RvE \ - wo
PROP. 48" WW FENCE
-L- POC Sta.75+47.42 =
-FLY- CS Sta. 9+67.27 (59.00' RTJ
BY3-221
TLVE
PIP
p pP�
DETAIL CM
BERM BASE DITCH
( Not to Scale)
Notural
Ground 7;7 �eDI
Min. D= 1.OFt
B= 4.0Ff.
b= 5.0Ff.
-L- STA. 72+00 TO STA. 78+00 RT
3R.2y'0\"
-L- +40.00
-L- +10.00 181.45' LT
175.00' LT
8 TONS CL B RIPR
W/21 SY GEO FAB
ON BANKS ONLY
—,INV 895 0
/0811
SeI CAT1 H l0812`
MEDIAN DITCH
SEE DETAIL CG
FS
24" C
BOWS
ROD &
BERM BASE DITCH
SEE DETAIL CM
L- +45.00
175.00' RT
-FLY- SC Sta. 11+27.27
-L- +80.00
220.00' LT
-L- +00.00
195,00'
REMOVE
SYSTEM
MC 4 LLC
DB 4768 PG 283
-L- CS Sto.79+90.1/
REMOVE
SYSTEM
PLUG
U'
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
8
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRE]LIMINA
DO NOT USE FOR.
RY PLANS
CONSTRUCTION
-L- +15.00
340.00' LT
PLUG
FILL WITH
FLOWABLE FILL
FILL WITH
PLOWABLE FILL _--
LATERAL BASE DITCH PA UAW a :-
SEE DETAIL CC - 712
GRAU 350
PROP. SIGN
-FLY- +00.00
110.00'ISO RT
-L-
-FLY-
Pls Sta 80+73.44
Pls Sta 10+61.62 PI Sta 13+59.96
Pls Sta 16+41.78
es = r 3/' 19.9"
es = 0° 59' 10.6' A = /8' 52' 24.2' (AT)
es = 3° 16' 26.6'
Ls = 250.00'
Bs = 3° 16' 27.6" D = 4° 05' 33.2"
Ls = 160.00'
LT = 166.67'
Ls = 160.00' L = 46/.16'
LT = 106.68'
ST = 83.34'
LT = 94.35' T = 232.69'
ST = 53.35'
ST = 65.72' R = 1,400.00'
SE = 0.06
V = 60mph
IS" HDPE RETAIN
SYSTEM
re
a„4,tieoO#-`' OO- —
I
,RETAIIVP fA51oN-H _
SYSTEM` OF Jg _ _1
—
_
— — — 5R 213811 GAP/DATE
n NG R/NO
ti� AISI
BST
SPECIAL CUT DITCH
S E ETAIL CB
E FILL
MEDIAN V DIT
EE D CG
-FLY- +88.43
110.00' RT
-FLY- CS Sta. 15+88.43
ABAND
ABNZ
PIEDMONT AD.-AIRROBT AUTHORITY
DB 5690 PG 549--
0
0
FOR -L- PROFILE SEE SHTS. 21 8 22!
FOR -FLY- PROFILE SEE SHY. 23 J
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

DETAIL CB
SPECIAL CUT DITCH vaHINGE
( Not to Scale)
ho Ditch
Slope
Min. D= 1.0F.
- L- STA. 90+00 TO STA. 92+50 LT
- L- STA. 85+00 TO STA. 86+00 LT
L- +70.00
`159.55' LT
AL BASE DITCH
SEE DETAIL CC
i
\ FILL WITH PLUG
OWABLE FILL "
4 FILL WITH
O PLOWABLE FILL
MEDIAN V D TCH
SEE DETAIL CG
7d_
FILL WITH
OWABLE FILL
FILL WITH
FLOWABLE FILL
LATERAL V DITCH
/SEE DETAIL CH
I` °ii^4 RAJ
-FLY- SRS Sta. 17+48.43
1EDMONT TRIAD AIRPORT AUTHORIT i
(� DB 5690 PG 549
/� /
/ //
FT
Natural
Ground
DETAIL CC
LATERAL BASE DITCH
( Not to Scale)
Min. D= 1.0Ft.
- FLY- STA. 21+50 TO STA. 27+00 RT, 2:1
- FLY- STA. 23+00 TO STA. 24+00 LT, 4:1
-FLY- STA. 24+00 TO STA. 27+00 LT
- L- STA. 76+50 TO STA. 84+50 LT
-L- STA. 87+25 TO STA. 88+50 RT, 4:1
- L- STA. 86+00 TO STA. 87+25 LT
- L- STA. 87+25 TO STA.89+00 LT
-RPIC- SC Sta. 12+20.00
LATERAL BASE
SWALE 'SEE
DITCH DETAIL CC
2 TONS CL B RIPRAP BUFFErR
W/7 SY GEO FAB FILTRATION
0915
SP. CUT DITCH
C __SEE-0ITCW-CB
55,55
LI E TRANSITION r
17 TONS CL B RIPRAP �-
W/34 5Y GEO FAB J I
-FLY- SC
0.00' RT
Sta.18+683
— �, ——
}
-------------
LATERAL BASE SWALE
SEE DITCH DETAIL CC
BUFFER FILTRATION
i
IT
IT
DETAIL CS
LATERAL BASE
o s EIDITCH
Natural
Ground
GEOTEMIL
'When B is < 6.0'
Type of Liner= CL B Rip -Rap
Min. D=1.0 Ft.
Max. d=1.0 Ft.
B=4 Ft.
6=5 Ft.
-L- STA. 89+00 TO STA. 90+00 LT
▪ �I N
33 TON$�CL I RIPRAP
W/62EY' FIL FAB
ON BANKS ONLY
PROP. SIGN 3 F BZ I
C_
DETAIL CO
STANDARD BASE DITCH
(Naito Scale)
Natural
Ground 7
When B is < 6.0'
Type of Liner= CL I Rip -Rap
Nolural
Ground
Min. D=1 Ft.
Max. d=1 F.
B=4 Ft.
-L- STA 88+67 RT, L=58', S=11.2%
BEGIN ELEV. = 929.5', END ELEV.= 923,0'
Natural
Ground
DETAIL CN
SPECIAL CUT BASE DITCH
(Not to Scale)
• Min. D=1 Ft.
B=4 Ft.
Front
Ditch
Slope
-EPIC- STA. 16+00 TO STA.19+50 RT
94.71' LT
/ 3 TONS CL B RIPRAP
W/10 SY GEO FAB
'LATERAL BASE SWALE
SEE DITCH DETAIL CC
BUFFER FILTRATIO°
MEDIAN V SWALE
SEE DITCH DETAIL CG
BUFFER FILTRATION
APITA P RI('JERS LLC
DB 6224 PGi1672
MEDIAN SWALE
SEEDETAIL
BUFFERDITCH HE
cP
SIPA1114‘11110.1m71114111LW
MrdidIVAIVIP
R.IT W6NS GEO
B FAB
LATERAL BASE
SWALE
----PIEDMONT TRIAD .,,^PORT AUTHORITY
SEE DITCH DETAIL CC DB 5690 ;49
BUFFER FILTRATION
----- LATERAL BASE DITCH /
C - SEE DETAIL CC C V TEIEAL BASE DITCH
SEE DETAIL CC
MILVIIRIIIMINIIIIEL
WW a i�
-FLY-00+15
90.' RT
� =� eq•FST
-FLY-
Pls Sto 18+28.44
es = 2° 18' 26.0e
Ls = 120.00'
LT = 80.0/'
ST = 40.0/'
-RPIC-
Pls Sta 11+46.73
es = 5° 15' 07.6°
Ls = 220.00'
LT = /46.73'
ST = 73.39'
DETAIL CH
LATERAL 'V' DITCH
( Not to Scale)
Geotentile
Type of Liner= CL. B Rip -Rap
Fill
Slope
Min. D=1.5 Ft.
Mox.d=1.5 FI.
6=5 Ft.
-L- STA. 83+00 RT TO -FLY- STA. 18+50 RT
- FLY- STA.17+77 TO STA. 18+50 RT
- FLY- STA. 27+00 TO STA. 28+50 LT
PROP. 48"
FENCE
13�Yr0�RT
00
Shoulder
Point
GI
DETAIL CG
MEDIAN V DITCH
(Nat to Scale)
p.1
Shoulder
Point
- L- STA. 81+00 TO STA. 83+50 RT
- L- STA. 88+50 TO STA. 90+00 LT
-L- STA. 89+50 TO STA. 92+00 CL
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 5690 PG 549
Natural
Ground
DETAIL CL
LATERAL 'V' DITCH
( Not to Scale)
Min. D=1 Ft.
b=5 Ff.
Ell
Slope
-L- STA. 81+50 TO STA. 83+00 RT
GRAU 350
k1.
k
0 00
FOR -L- PROFILE SEE SHT. 22
FOR -FLY- PROFILE SEE SHTS. 23 & 24
FOR -RP1C- PROFILE SEE SHT. 26
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

O R e
5 PRO""tArE
R=42'
WEISBADEN INVESTMENTS LLC /
(FORMERLY BRANCH AN6/Ij4G &
TRUST comp,ANTw i
END CONSTRUCTI IZ38 PG 226 /
—SERVRD1— Sta. 14 + 66.32
EMOVE
SYSTEM
ITY OF
'EENSBORO
4160 PG 110
0I
_ r// WOrl
s s �"/
FS s s 1�"s�,l EXP.
5 s � e L I
N 66°08' 18v7"1 _
�� ZGL
TYPE 6-77 2GI
MEDIAN S
SEE DITCH DETAIL CG
BU FER ILTRATION 2GI
%`,�1..r 215 ELBCSPOWS vreo
A � �� &LUG l.
� 0'� �\rEND FENCE _ ��� �' 007 TYPE B-77
-L- TS Sta. 95+69.6/
130.00RT
-L- SC Sta. 98+39.6/
FQ'OR p6
-L- POC Sta 98+89.29 BK =
Shoulder
Point
-L - POC Sto. 95+00.00 AH
DETAIL CG
MEDIAN V DITCH
(Not to Sole)
-L- STA. 98+00 TO STA. 98+89 (BK) CL
-L- STA. 95+00 TO STA. 97+50 (A) CL
DETAIL CC
LATERAL BASE DITCH
( Not to Sole)
Natural I --
Ground -
Min. D= 1.0Ft.
B= 4.0Ft.
-L- STA. 96+50 TO STA. 99+80 RT
-L- STA. 103+35 TO STA. 107+00 RT
Pls Sta 97+49.62 PI Sta 98+64.45
es = 2' 25' 01.8" 0 = (7 53' 22.4° (RTJ
Ls = 270.00' D = r 47' 25.8"
LT = 180.02' L = 49.68'
ST = 90.02' T = 24.84'
R = 3,200.00'
SE = 0.06
V = 70mph
PI Sta 129+68.35
= 94e 36' 32.2" (RT
D=r47'25.8"
L = 5283.96'
T = 3,468.35'
R = 3,200.00'
SE = 0.06
V = 70mph
Shoulder
Point
LATERAL BASE SWALE
SEE DITCH DETAIL CC
BUFFER FILTRATION
was
180.00 R7° siss
,A16 111 sr.1 I lit 444"
TRIAD AIRPORT AUTHORITY b' fl 1.' ION
B5690PG549
/5/4 • // t' 7-,CABE TS
//� �V,
// /'1` .
BYI I55
/; /Ass
//.+ '//p w-/$'
Aligi�//�s PRC Sto. 39+09,04/:14761011:11:111:1,,Irrile
rr/
246.45' RT
PIEDMONT
D
-RPIB- TS S
26+96. 8 ,
39 PG 37
+7 /
PIB� . '.92.18
OE SMITH
r'2549 PG 76 } -
9 PG 370
4N)•
POC Sto. 32
\\ 4,
PROJECT REFERENCE NO
1-5/10
R'W SHEET NO.
SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
S LATERALt-1 SWALE
SEE DITCH DETAIL CC
BUFFER' FILTRATION
RY PLANS
CONSTRUCTION
FOR -L- PROFILE SEE SHTS. 22 & 23
FOR -FLY- PROFILE SEE SHT. 24
FOR SITES 2 & 4 BRIDGE SKETCHES
SEE SHT. 2G
-Y1-, -Y2-,-SERVRD1-, AND -RPBB- TO BE
CONSTRUCTED UNDER TIP NO. R-2413A. SEE
R-2413A PLANS FOR CONSTRUCTION DETAILS.
—Y1— (NC 68) —L— (FUT. 1-73)
\\. ADT 2014
ADT 2035
1-73
-L-
24,500
42,200
4,200
299 000
47,200
2 000
2,900 23 ,700
40,900
24,300
40,100
-Y1- (NC 68)
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

41mo 1001j
ZIO5+01
TYPE M350
PEARRIDGE, INC.
DB 4232 PG 2062
P/
0
L =
T
R
SE
V
ENDTIP PROJECT I
BEGIN TIP PROJECT R-2413A
-L- POC STA. 109 + 00.00
C C 3
WALTER F HUFFMAN'•,
DB 4596 PG 1561
PB 126PG 41
GRAU 350
OAir
..
�ON$ CL B RIPRAP
liiiiiji / W/7 SY GEO FAB
F; r ��Iuu p � TER 1. BASE SWALE
. �® SEE DITCH DETAIL CC
>�lir BUFFER_ FILTRATION
L B RFAB
W/7 $Y GEO FAB RONALD G. HALL
`.'B 39. PG 37 i"
•-
.‘,, DB k1 38 PG 1536
RONALD GRAHAM HALL
DB 3175 PG 672
Sto /29+68.35
= 94' 36' 32.2" (RT)
= r 47' 25.8"
5,283.96'
= 3,468.35'
= 3,200.00'
= 0.06
= 70mph
s
JAMES R &
DELORES P HIGGANS
DB 3863 PG 474
PB 101 PG I
EN TIP PROJECT 1-5V10
B GIN TIP PROJECT R-413A
-L- POC STA. 109 + 00.
-RPIB- ST Sta. 19+47.20
-RPIB- CS Sta. 17+87.20
KARL G. KIDD AND
VICKI L. KIDD
�• DB
PGG137076
39
PUMP PIPE SALES & '
SERVICE, INC.
DB 4169 PG 1335 ]
PB 110 PG 142 'S
BAJ ELLISON
PROPERTIES LLC-
DB 6938 PG 1359 1
B 70 PG 90 S"
\ 0.
DETAIL CC
LATERAL BASE DITCH
I Not to Scale)
Natural
-L- STA. 103+35 TO STA. 107+00 RT
REGIONAL AIRLINE
SERVICES INC.
DB 5321 PG 743
PB 70 PG 90
Fill
Slope
JAMES WILLIAM
SOPER
DB 4743 PC 1437
PB 68 PG 137
PEARRIDGE. INC.
DB 4232 PG 2062
01
4
BAJ ELLISON PROPERTIE LLC
DB 6938 PG 13
PROJECT REFERENCE NO. SHEET NO.
1-5/10 //
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOIL CONSTRUCTION
-L- POC Sta.118+66.18 =
-RPIB- POT Sta. 10+00.00 (59.00' LT)
- SC Sta. /3+73.75
-RPIB- TS Sta.12+13.75
COLLEEN STAFFORD
M
CCUISTON
DB 4028 PG 1687
Sr
C
IFOR -L- PROFILE SEE SHT. 23
-L- (FROM 9+00), -YI-, AND -RPIB- TO BE
CONSTRUCTED UNDER TIP NO. R-2413A. SEE
R-2413A PLANS FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

TIE PROP.C&G
TO'XIST.CSG
-Y- +25.83
75.00' RT
EXIST. ROW
-RP1C-
Y + 00,00
40.59' LT ' .
BEGIN CONSTRUCTION
POT `Sta. 14+45:O'
p&F
VF
Y- +25.83
75.00' LT
EXIST. ROW
Y- +35.00
75.04' LT
WEISBADEN INVESTMENTS LLC
(FORMERLY BRANCH BANKING &
-'POP. TRUST COMPANY)
G&GDB 7538 PG 226
END CONSTRUCTION
pVF
Naeral
Ground
DETAIL CB
SPECIAL CUT DITCH %MINCE
I Not to Scale)
• Front
siape
Min. D= 1.0Ff.
-RP1C- STA. 23+50 TO STA. 27+00 LT
-RP1C- STA. 28+49.61 TO STA. 30+63.01 LT
-Y- POT Sta. 15.+57.77
-RP1C
® PROP. 48" WW FENCE -O
-RP1C- +65.00
90.00' LT
C
631.57' F
�- ELEV.,
KKK
-�.,- R/R SPIKE IN IL'
-RPIC- POC Sta.19+93.84
-RPIC-
PI Sto 23+84.72
A = 88' 17' 26.1" (LT)
D = 4' 46' 28.7"
L = I,849J5'
T = 1,164.72'
R = 1,200.00'
SE = 0.08
V = 60mph
-FLY-
PI Sto 57+81.55
0 = 138' /8' 33.3" (LT )
D = 3° 50' 43.3"
L = 3,596.79'
T = 3,913.12'
R = 1,490.00'
SE = 0.05
V = 50mph
-SERVRDI- PT Ste.1/+73.17
- FLY- POC Ste. 38+47.91=
- Y1- POC Sto.50+7453
0 = /25° 42' 11.7°
PROP. BEGIN APPROACH SLAB
PCSFB -FLY- Sta.37+21.04
X`
END BRIDGE
-FLY- Eta.39+87.03
-PROP.SBG
TYPE B-7
ir
-v
BEGIN BRIDGE
-FLY- Sta.37+44.87
TYPE B-77
END APPROACH SLAB
- FLY- Eta. 40+10.85
- FLY- POC Ste. 39+4137=
- RPIB- POC Ste. 33+49.38
0 = 1/9° /9' 04.6"
I SITE 2A - -FLY- STRUCTURE
DETAIL CN
SPECIAL CUT BASE DITCH
Not to Scale)
Natural
Ground
I.L
Min. D=1 Ft.
B=4 Ft.
Front
Ditch
Slope
-RP1C- STA. 16+00 TO STA. 19+50 RT
-RP1C- +60.00 PUE
165.00' LT
IB BP
DB F
7
SPECIAL CUT DITCH
SEE DETAIL CB
WEISBADEN INVESTMENTS LLC
(FORMERLY BRANCH BANKING &
TRUST COMPANY)
DB 7538 PG 226
DETAIL CC
LATERAL BASE DITCH
I Not to Scale)
Natural
Ground .7.y T)
Min. D= 1.0Ft.
B= 4.0Ft.
6= 5.0Ft.
-FLY- STA. 39+66 TO STA. 42+00 RT, 2:1
-FLY- STA. 42+00 TO STA. 45+00 RT
-12P1C- +30.00
152.00' LT
RP1C- +95.00
40.00' LT
-RP1C- +95.00
20.00' LT
PUB
SE DITCH
SEE DETAIL CM
SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CB
BUFFER FILTRATION
55
DETAIL CD
STANDARD BASE DITCH
( Not to Scale)
Min. D= 1.0Ft.
B- 4.0H.
-FLY- STA. 37+40 RT, L=65, S=3.50%
BEGIN EL=931.8', END EL=929.6, 3:1
-SERVRDI- PC Sto)//+I3.09
o
0-SERVRDI
PROP.GAl
3
ST; NDARD BASE SYiALE
E DITCH DEFAIL CD
BUFFER FILTRATION
A 2 TONS CL B/RIPRAP
PROP. pHc"•
W/7 SY GO FAB
I v
P,SFB
O y
a a V
^ym
NQ
l7
SPECIAL CUT DITCH
SEE DETAIL CB
2GI
FS
120
ANDRA K. SMITH
DB 3713 PG 1187
PB 92 PG 149
MIRACLE /
HOLDINGS C
CO
DB 4752PB137 Pr 361614^'
N 4 JOSEPHINE SMi T !'
DB 21 - •G 123
NCDOT
5+0531
LATERAL BASE DITCH
SEE DETAIL CC
LATERAL BASE DITCH
SEE DETAIL CS`.
•EPHINE COX SMITH
DB 5107 PG 881 PB 92 PG 149 ,.>•
-FLY- +30.0
110.00' RT
COMPLETE PROPERT)
PURCHASED UNDER
PROJECT R-241A /
DETAIL CS
LATERAL BASE DITCH
( Not to Scale)
NoNml
Ground
GEOTEMILE
'When B is c 6.0'
Type of Liner= B Rip -Rap
PROJECT REFERENCE NO
1-5110
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
FOR -FLY- PROFILE SEE SHT. 24
FOR -RP1C- PROFILE SEE SHT. 26
-Y1-,-RP1B-,AND -SERVRD1- TO BE CONSTRUCTED
UNDER TIP NO. R-2413A. SEE R-2413A PLANS FOR
CONSTRUCTION DETAILS.
LY- +05.00
140.00' RT
FLY- +80.00
110.0(Y-RT
FLY- i 45.00
'110.00' RTMPLETE PROPERTY
\ PURCHASED UNDER'
.PROJECT R-2413A
DETAIL CM
BERM BASE DITCH
I Not to Scale)
Natural
rura Llz..l TD T>
B= 4.0F1.
5.0Ft.
RP1C- STA. 25+00 LT TO -Y1- STA. 35+50
Min. D= 1.0 Ft.
Mao. d= 1.0 Ft.
B= 4.0 Ft.
6= 5.0 Ft.
Fl
Slope
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

JOSEPHINE
COX SMITH
DB 2173 PG 123
-FLY- +15.00
o- 110.00' RT
NCDOT
MB BP PO�FOLIO V*� �
754 O =- -MIME WARNER ENTERTAINMENT-C _ >� ib IR
PU - .. -=_- - - ' ADVANCE/NEWHOUSE PARTNERSHIP,.,f
PUE =: RPIC +65.00 DB 5699 PG 145
\\ PUE -RPIC- ST Sta. 32+89J5 nzao' LT Y POT Sta.36+50D0 =
-RPIC- CS Sta 30+69.15 P E �_ _ -R'IC- POT---Sta,-35+16:48 (59.00' RT)
WGLE FROM -YI- _ 4:00'-000"-
__APECIAL CUT SWALE
SEE DITCH DETAIL CB
BUFFER FILTRATION
P
15" RCP -III
STANDARD fDITCH'
SEE DETAIL CE
DETAIL CR
TOE PROTECTION
I Not to Scole)
NATURAL
GROUND dd
d= 1.0 Ft.
Type of Liner= B Rip-Rop
FILL
SHAPE
-FLY- STA. 54+00 TO STA. 56+00 RT
4. SPECIAL CUT BASE DITCH
SEE DETAIL CU
LATERAL BASE DIT
SEE DETAIL CS
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
�RPI C- 00.00 BERM BASE DITCH
SEE DE,3,I1--EM--
115.00LT
DITCH
AIL CC
18" RCP -III
SPECIAL CUT DITCH
SEE DETAIL CB
Natural
Ground
GEOTE%TILE
'When 6 u < 6.0'
PROP. 48" VVW FENC
et-
-- ------------_` SPECIAL CU- T SWALE -�TJ3la 6�
SEE DITCH DETAIL CB PROP. SIGN
- - SPECIAL CUT SWALE
RPIC- +6500 SEE DITCH DETAIL CB
BUFFER FILTRATION
1ST. ROW
BUFFER FILTRATION W
,i 2GI FS
S /5° 04' 00.0' W
RCP -III
35+00
o "
Y. _'�"_d
24" COP
2 ELBOWS
ROD & LUG
- --
10' F�
SPECIAL CUT DITCH
SEE DETAIL CB
BAiSEBd_ 8=_o- --FIv SPE➢ ;CIAL_. 0ME_DIAN-• 3*0soo
3OSd
MEDIAN oewvi*I le°kcSEEXSC'S60`5+00,s
PV - -- -. -
'TEB!,--T:01,11-49q38-
d- -
300' TAPER
300'TAPER
- YI . 37+00.00 =
- YILT- POT Sta. 37+00.00 (23.00' LT)
- YIRT - POT Sta. 37+0 f23 00 RT
87.2
-YI- PC Sta.40+00.00
DETAIL C
L BAIB)ITCH
Min. 0= 1.0 Ft.
Max. d= 1.0 Ft.
B= 4.0 H.
b= 5.0 Ft.
-FLY- STA. 47+50 TO STA. 48+07 RT
B TONS CL B RIPRAP
W/21 SY GEO FAB
g1'1/4
DET: W E
SPE CUT BASE DITCH
I Not to Scale)
Notural
Ground .2/
Geot•xtila
Type of Liner= CL B Rip -Rap
Slope
Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
B= 5.0 Ft.
-FLY- STA. 47+00 TO STA. 47+50 RT
BERM DITCH
SEE DETAIL CI
-RPIC-
-FLY -
Pls Sta 31+42.55
PI Sta 57+8/.55
Pls Sta 55+05.23
es = 5° /5' 07.6"
0 = 138° 18' 33.3" (LT) 8s =
2° 18' 26.0"
Ls = 220.00'
D = 3° 50' 43.3"
Ls =
/20.00'
LT = /46.73'
L = 3,596.79'
LT =
80.0/'
ST = 73.39'
T = 3,9/3./2'
ST =
40.01'
R = 1,490.00'
SE = 0.05
V = 50mph
33 TONS CL I RIPRAP
W/62 SY GEO FAB
ON BANKS ONLY
TOE PROTECTION
SEE DETAIL CR
2 TONS CL B RIPRAP
W/7 SY GEO FAB
-FLY-
110.00' R
-FLY- CS Sta. 54+6522
DETAIL CM
BERM BASE DITCH
( Norio Scala)
Min. D= 1.0F
B- 4.0Ft.
b= 5.0Ft.
-RP1C- STA. 25+00 LT TO -Y1- STA. 35+50 RT
-FLY- ST Sta.55+8522
DETAIL CB
SPECIAL CUT DITCH MINGE
( Not to Scale)
- RP1C- STA. 28+49.61 TO STA. 30+63.01 LT
- RP1C- STA. 31+66.53 TO STA. 33+66.11 LT
-Y1- STA. 35+50 TO STA. 37+50 RT
DOING RAW
PROJECT REFERENCE NO.
/-5/10
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
PRE]LIMIN
DO NOT USE FO
-FLY- +00.4
120.00' RT
BERM DITCH
SEE DETAIL CI
MIRACLE HOLDINGS LLC
PB 137 PG 141
DB 4752 PG 366
DETAIL CC
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground 3.7 Tj
-FLY- STA. 48+07 TO STA. 49+00 RT, 2:1 BACKSLOPE
DETAIL CI
BERM DITCH
( Not to Scale)
Min. 0= 1.0Ft.
- L- STA. 49+00 TO STA. 52+85 RT
- L- STA. 56+50 TO STA. 60+00 RT
SHEET NO.
HYDRAULICS
ENGINEER
RY PLANS
CONSTRUCTION
-FLY- +91.61
160.00' RT
MIRACLE HOLDINGS. L.
DB 5758 PG 265E
FOR -FLY- PROFILE SEE SHTS. 24 & 25
FOR -RPIC- PROFILE SEE SHT. 26
-Y1- TO BE CONSTRUCTED UNDER
TIP NO, R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

FES
-55555
WE
959A'
TIME WARNER ENTERTAINMENT-
ADVANCE/NEWHOUSE PARTNERSHIP
DB 5699 PG 1482
600'TAPER
1
0
2GI
48'
.NW
pUE
FENCE
FUR
SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CK
BUFFER FILTRATION_
-FLY- +55.55
120.00' RT
FLY- +60.00
160.00' RT
cLL
MIRACLE HOLDINGS. LLC
DB 5758 PG 2650
-FLY- TS Sta. 61+58.39
DETAIL CK
SPECIAL CUT BASE DITCH
( Nal la Scale)
Natural
Ground , T
LB.1 Min. D= 1.0R.
B= 4.0 R.
-FLY- STA. 61+00 TO STA. 63+00 RT
-FLY- STA. 66+41.84 TO STA. 67+92.80 RT
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
c END RETAINWALL l
4+ING45.00
N //`04' pp p"E
D.'.,60.34' RT
- FLY- +90.00 9UE
110.00' ET
Oft -FLY- +00.00
100.00' RT
-FLY- +00.00
150.00' RT
- FLY- SC Sta. 62+78.39
-FLY-
Pls Sto 62+38.40
6s = r 43' 07.9"
Ls = 120.00'
LT = 80.00'
ST = 40.00'
PI Sto 65+80.80
= 17' II' 46J" (RT)
D = 2' 5/' 532"
L = 60026'
T = 302.40'
R = 2.000.00'
SE = 0.05
V = 55mph
Pls Sto 69+18.65
6s = r 43' 07.9"
Ls = 120.00'
LT = 80.00'
ST = 40.00'
65+00
DI 65"CONC
REMOVE. DI
D , 7,1404, -FLY -
SP l FLIES '.
RCP,\
FS G1
-- _______
-FLY- +25.00 `ct
70.37' RT
REX W. SIMMONS
DB 2996 PG 583
a
/R SPIKE IN 12" POPLAR
ELE V.=915.96'
-BL-STA. 96+06.49
354.38' LT 0/S
BM ^4 B
NAD 83/NSRS 2007
BEGIN RETAINING WALL I
-YI- Sta.23+40.00
65. CVNc�
-BL-27 SPECIAL CUT BASE SWALE
SEE DITCH DETAIL CK
BUFFER FILTRATION
n l5
PROJECT REFERENCE NO.
SHEET NO.
1-5/10
/4
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
AIRPORT CENTER ASSOCIATES
PB 73 PG 86
SONS
Nc 65
4, /EWWOOD
Opp-.F
0 00 N _/t04,
PR
- Y/- PST S
- FLY- ST Sta. 69+98.65 (47.00' LT)
-FLY- CS Sta. 68+78.65
BEACH MOUNTAINS LLC
DB 6900 PG 1318
RYNW00
MITH EXpk,� 5. RCF
38
—��Sa 24'es3
ELE/PQ T/f
LOROUEST PROPERTIES
DB 4629 PG 10t6
PB 126 PG 148
'FOR -FLY- PROFILE SEE SHT. 25
-Y1- TO BE CONSTRUCTED UNDER
TIP NO. R-2413A. SEE R-2413A PLANS
FOR CONSTRUCTION DETAILS.
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

PROJECT REFERENCE NO
SHEET NO.
I -5/10
/5
R'W SHEET NO.
STING R/W
AIRPORT CENTER ASSOCIATES I I_I_',
DB 3262 PG 605
PB 73 PG 85 � a1- -e-
r7- -
' 4e" GHLPY I�.
t4,"-4,.. .rylr�,-� r'--�,r L^^�rz�'-4A (, JB.f��` / p
?l APPRx.
tIO
A
�'-`r'"L'err^u.r?v-^u"�`4YE`r!-,�'`�-I-.^ r. IN PEP LOCATION -48° RCP / JlW ---
'1H '',. 1 : I
1r 4 a v. � / I I BY PINC
al u i o f �l) 2I I a GPS R243 3
`sy � vyv i.n �i i// / ,,/o ///
�� \\ s
�''4'--\"_.-` �i.rp �:niJ,r,-.:. : 4;--4 - \\\ , "6 f-^^-: xi �.,..r" _ _ i // N
A : ram w
C6 \\ II / MTL CFI - __ \\
v. \\� II / /
C\, o \\ ill /i/
APRON. S
LOCATION
li
I I
-- t— Ib E
II
HI
II
II
----17--"-- CA
��_�. T C&G II -MTL 1
5I I'- II � `� III i 11
O
i
1 I
1 I.,
R/ MON
LOCATION _�/%
JOSEPH Al BRYAN BLVD WOE BST
A X
0.7' X 9.8' CONE HW
0.7' X 6.0' CONC WW
0.7' X 4.5' GONE WW
NAEGELE OUTDOOR ADV INC
DB 3453 PG 183
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
,III
II
=11.
III
II
`LM2�-r
IIA
11
II
II
II
II
48. WW & ISBN/
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 3406 PG 658
PB 141 PG 143
PROPERTY LINES INONLY THIS
AREA ARE GIN
JOSEPH Al BRYAN BLVD EBL BST
TWIN CITY PROPERTIES ASSOC. INC.
DB 4830 PG 0188
PB 129 PG 030
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
60" CHL
L
JOEPH W. BRYAN BLVD. N
TNOJ
it
Y
II
II
11 10
L SNOT
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOIL CONSTRUCTION
-YS- TS Ste. 34+93.50 \
Ex INC R/RI ' I,
{?3
400' LANE
TAPER
C
- ccts)\4,„
"REP-YB- I S 68'25'I5.6"E LA _
B' RC 14
35
BEGIN CONSTRUCTION
—Y8— POT Sta. 32 + 30.00
RETAIN EXIST.
CONC. ISLAND
R/W ON
48" WW & ISOW
GRAY S DAVID FURNITURE COMPANY
DB 3244 PG 0042
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
N
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 4582 PG 0037
N
3NI1HD1VW
00+S£ 'v1S -8A-
PLANS PREPARED BY :
RKK
FOR -Y8 LT- PROFILE SEE SHT. 31
FOR -Y8 RT- PROFILE SEE SHT. 31
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

27
AM °II
-n -STA. 24+21.6
fE6' RT 0/S
_-V.=883.13'
IKE IN ROOT
18' POPLAR
MONT TRIAD
AIRPORT
AUTHORITY
DB 4582
PG 0037.
V
z
Y EL 6
.11
AMERICAN EXPRESS
TRAVEL RELATED
DD
SERV CO.
P8808551 PG 1025
YA
BEGIN CONSTRUCTION
-Y9- POT Sta. 13+20.00
= END CONSTRUCTION
-Y9- POT Sta. 18 + 10.00
PIEDMONT TRIAL
AIRPORT AUTHORI
DB 5221 PG 1641
PB 090 PG 029
HA
ETAIN EXIST. j
CONC. ISLAND
- Y9- POC Sta.14+67.36 '=
- Y8— POD Sto.37+,33.66
\\ PPE
-Y9- PC Ste. 18+6IJ8
25 1 I �-Y9-,PT„ Sta. 18+05.05
RETAIN EXIST.C&G
44.4,,„..,
- Y8A- ROC Ste. 9+99.20 =
- Y8- SC 5to. 37+81.53 (35.0(Y LT)
- Y9- PC Sta. 13+68J6
HA
440' MED/AN TAPER
SY57EM
A" RAP
TIE TO EXIST.C&G
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 4582 PG 0037
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
-Y8- SC Ste. 48+00.99
-Y8A- P "C Ste. 19+33.92
PIEDMONT TRIAD AIRPORT AUTHORITY -Y8- . S mot'. 46+,a99
PB 090 PG 029
DB 5221 PG 1641 / I
PROP72'-6" C&G
00011111,
.46- •-BY-206 PINC
REMOVE CABLE
GUIDERAIL
-Y8-
-Y8A-
-Y9-
Pls Sto 36+85.75
PI Ste 42+30.56
PI Sta 12+48.24 PI Ste 17+/7J9
PI Sta /5+90.74
PI Sta 24+00.96
es = 8° 38' 27.2"
,L = 50° 22' 03.4" (LT)
P = 28° 14' 29.4" (LT) 0 = 33° 40' 53.8" (LT)
A = 29' 56' I1.1° (RT)
A = 64° 42' 42.2" (LT)
Ls = 288.03'
D = 6' 00' 00.0°
D = 5° 47' /6.3"
D = 7' 32' 20J"
D = 6' 49' 15.3"
D = 6' 43' 29.5"
LT = 19225'
L = 839.46'
L = 487.94'
L = 446.77'
L = 438.89'
L = 962.28'
ST = 96.22'
T = 449.03'
T = 249.03'
T = 230.05'
T = 224.58'
T = 539.78'
R = 954.93'
SE = 0.08
R = 989.93'
SE = 0.08
R = 760.00'
SE = 0.08
R = 840.00'
SE = 0.02
R = 852.00'
V = 50mph
V = 55mph
V = 50mph
V = 15mph (Stop.Cond.)
PROJECT REFERENCE NO
l-5110
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/6
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOIL CONSTRUCTION
Afr
ti io
tP
cP
yF
o
FOR-Y8_LT- PROFILE SEE SHTS. 31 & 32
FOR-Y8_RT- PROFILE SEE SHT. 31
FOR -Y8A- PROFILE SEE SHT. 33
FOR -Y9- PROFILE SEE SHT. 34
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

END ALIGNMENT
-Y8A-
-Y8-
PI Ste 21+48.39 PI Ste 24+59.95
Pls Sto 46+81.04
Pt Ste 59+15.68
Pls Sto 70+62.88
0 = 3° 00' 53.6° (RT1 A = P 57' 05.1" (LT)
Os = 5° 24' 00.0°
A = 22' 01' 07.8" (LT)
Os = 0' 54' 00.0"
D = 0' 42' 10.9° D = C 00' 145"
Ls = 180.00'
D = P 00' 00.0"
Ls = 180.00'
L = 428.85' L = 194.36'
LT = 120.06'
L = 2,201.88'
LT = 120.00'
T = 2/4.47' T = 97J9'
ST = 60.05'
T = 1J14.69'
ST = 60.00'
R = 8,150.00' R = 5,706.58'
R = 5,729.58'
SE = NC SE = 0.04
SE = 0.04
V = 50mph V = 70mph
V = 75mph
\ EMPIRE BUILDING LLC
TDB 4796 PG 348
-Y8A- POC Sta. 24 + 20.00 =
-Y8- POC Sta. 51 + 72.52 (23.00' RT) BM .12
(-STA. 43+18.05
231.83LT 0/S
ELEV..905.88'
? SPIKE IN ROOT OF IS' TWIN CEDAR
srominnimmeiminua
Tea' MOM=1603 IS
1
i AeLEN RETAIN Y8 55 00 r JOSEPH W. BRYA BLVD. - a f
e°4 tele 44.4t14441114/414WIPPItWr Wrif44441-4414,4 Br irei ttZA�
lfN- it G I i.ABLE O- __Tl tT-
PIEDMONT TRIAD AIRPORT AUTHORITY
PB 090 PG 029
DB 5221 PC 1641
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 2543 PG 0611
PROJECT REFERENCE NO
1-5//0
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/7
HYDRAULICS
ENGINEER
PRE]LIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
a RETAIN
SYSTEM
REMOVE CABLE
GUADERAIL
MIL
/II
-BY-207 PING
REMOVE
GUARDRAIL
RETAIN
SYSTEM
// RIP RAP
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 2543 PG 0611
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
I FOR-Y8_LT- PROFILE SEE SHTS. 32 & 331
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

PROJECT REFERENCE NO.
SHEET NO.
I —5110
18
RAN SHEET NO.
0
O =-
CV) RETAIN II
SYSTEM I1]
FU—
-BY-208 PINC
REMOVE
GUARDRAIL
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 2662 PG 0807
PB 020 PG 094
CS Sta. 70+02.87
EXISTING ROA
a o5
__��-fir'=��`l✓-4_,- ..
R,P
---------------------------------------------- ------------------- -----
-o---- c -Y: 70
-
P
ST Sta. 71+82.87
RIP RAP
---- ----- ---- N 24° 15 06.0" E
.10„4„,r, +—KR ----- Ntivaimir -e-evwworirly1"1-71
.3r 744.; r474 #14r* 442 4 + 4.4t4 bTi ki &Vit.
+41#4
PIEDMONT TRIAD AIRPORT AUTHORITY
DB 2646 PG 0641
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
CONE REMOVE
GUARDRAIL
REMOVE CABLE
GUIDERAIL
v�T
RYS MOlb O' WW & ISBW
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 2662 PG 0807
PB 020 PG 094
wREMOVE EXIST.C&G
RIP RAP
RAW MOM
STY MNNb0" WW E 15BW
pP.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRE]LIMINA
DO NOT USE FOR
RY PLANS
CONSTRUCTION
PROPERTY LINES IN THIS
AREA ARE GIS ONLY
BM .13
PIEDMONT TRIAD AIRPORT AUTHORIT'
53
-BY-STA. 63+g1.06 DB 5032 PG 0152
185.60' LT 0/S
ELEV.=892.82'
RR SPIKE IN ROOT OF 15' PINE
BY 209 PINC /n�
\ 1
C 2
RETAIN -__ r
SYSTEM ----- N
rn Z
rnrn
V1
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rn corn I
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I FOR-Y8_LT- PROFILE SEE SHT. 331
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

PROJECT REFERENCE NO.
SHEET NO.
C
RETAIN
SYSTEM
"TN., r _`
RETAIN EXIST.C&G
LINENS 'N THINGS INC
D8 4091 PG 1688
PB 100 PG 025
22
RETAIN
SYSTEM
-Y8-
Pls Sto 92+43.20
6s = 7° //' 58./"
Ls = 480.00'
LT = 320.27'
ST = 160.24'
0 0 TT
CONC
RETAIN
C III SYSTEM
C
PIEDMONT TRIAD AIRPORT AUTHORITY
08 3552 PG 0433
0
-BY-210 PINC
c
END CONSTRUCTION
-Y8- POT Sta. 89+12.48
R=50'
C
i
N
— N
—N
Rs,,.
RETAIN
SYSTEM
+W M N
`REMOVE IT' RCP -
REMOVE
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0
REM • EIs"REP , IR^RC MOPE
REMOVE EXIST.C&G I I
I
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PIEDMONT TRIAD AIRPORT AUTHORITY
DB 3552 PG 0433
PROPERTY LINES IN THIS
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EXISTING NSW
N
II------(7------(T----o PONY
i----O---T1----CT----------0--- --------0----il- a 29^-CP
I SYSTE
1-5110
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NW SHEET NO.
ROADWAY DESIGN
ENGINEER
7
PRELIMIN
DO NOT USE PO
RETAIN
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HYDRAULICS
ENGINEER
RY PLANS
CONSTRUCTION
CABLE / C — p II
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0
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II
II
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250' MEDIAN TAPER
-Y8- POT Sto. 89+22.94
BM 'Ti
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206.14LT n-ti
ELEV., 901.1w
RR SPIKE IN RTE. C-
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. **Si -wank 00° 4 tztti
REMOVE CABLE
GUIDERAIL
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 3943 PG 1911
PB 079 PG 008
INSET
I FOR-Y8_LT- PROFILE SEE SHT. 33
PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER 8 KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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BEGIN CONSTRUCTION
-L- STA 27+16.53
L RT. EL = 848.96'
LPL =L-= 847.52'
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-L- LT.EL = 848.04'
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231' LT 0/S
-L- STA 27+99.35
291.19' RT 0/S
ELEV. = 870.41'
R/R SPIKE IN ROOT
OF 12" BLACK GUM
-L- RT.
PI = 31+35.00
EL = 855.60'
VC = 280'
K = 260
DS = 7/mph
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EL = 850.85'
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K = 2/4
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EL = 857.95'
VC = 200'
K = 209
DS = 76mph
■
PROJECT REFERENCE NO. SHEET NO.
i 20
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
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VC = 260'
K = 255
DS = 71mph
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EL = 857.40'
VC = 200' -
K = 661 ■
DS > 80m h
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24+00
25+00
26+00
27+00
28+00
29+00
30+00
31 + 00
32 + 00
33 + 00
34 + 00
35 + 00
36 + 00
37+00
38+00
920
910
900
8.0
880
870
860
850
840
830
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PI = 43+45.00
EL = 868.55'
VC = 550'
K = 271
OS = 72mph
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PI = 43+55.00 _
EL = 869.05' -I
VC = 690'
K = 248
DS = 70m•h
gL9■G.C•J 3L`L'
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BM '22
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135' LT 0/S
-L- STA 47+74.97
349.18' RT 0/S
ELEV. = 917.93'
R/R SPIKE IN ROOT
OF 18" MAPLE
T
-L- RT.
PI = 49+80.00
EL = 860.99'
VC = 290'
K = /94
DS = 73mph
)11913L (RT)
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END GRADES RT.& LT.
BEGIN GRADE -L-
-L- STA.5/+25.00
EL = 861.42'
ME EikAlOPIECRI•
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PI = 49+75.00
EL = 860.97'
VC = 300'
K = 187
DS = 71mph
FOR -L- PLAN SEE SHTS. 4 - 6
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
920
910
900
890
880
870
860
850
840
830
38+00
39+00
40 + 00
41 + 00
42 + 00
43+00
44+00
45 + 00
46 + 00
47+00
48+00
49 + 00
50+00
51 +00
52 + 00

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R/R SPIKE IN ROOT
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165' LT 0/S =_-
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1,477.70' LT 0/S --
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PLANS PREPARED BY :
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
910
•11
890
880
870
860
■■
66+00
67+00
68+00
69 + 00
70 + 00
71 + 00
72 + 00
73 + 00
74+00
75+00
76 + 00
77+00
78 + 00
79 + 00
80+00

PROJECT REFERENCE NO.
SHEET NO.
1-5110
22
:}:i1
1
•11
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I
PIPE HYDRAULIC DATA
-L- STA.88+00
DRAINAGE AREA = 35.5
DESIGN FREQUENCY = 50
DESIGN DISCHARGE = 96.3
DESIGN HW ELEVATION = 9272
100 YEAR DISCHARGE = 105.9
100 YEAR HW ELEVATION = 927.6
OVERTOPPING FREQUENCY- N/A
OVERTOPPING DISCHARGE = N/A
OVERTOPPING ELEVATION = N/A
AC
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80+00
81 + 00
82 + 00
83 + 00
84 + 00
85 + 00
86 + 00
87
88 + 00
89 + 00
90+00
91 + 00
92 + 00
93 + 00
•11
94 + 00
990
97-0
9_30
920
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VC = 1.430'
K = 247
DS = 70mph
(+)2.5000%,,
-13.2825i , -
=.....■
FOR -L- PLAN SEE SHTS. 8 - 10
■■■AI
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
920
94 + 00
95 + 00
96+00
97+00
98+00
95 + 00
96+00
97+00
98+00
99 + 00
100+00
101 + 00
102 + 00
103 + 00
104 + 00

1,010
I11111111111111■1.1111■1111111111..1■11.■1111111■111111111111
IIIIIII..JIIIIIuIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIII
1,000 "I-BL-STA.B118+79.36111111111111IIIII■IIIIIII
■■�� END G`^DE l 51/0
286.60' RT 0/S � ■■•�
o■■� B 'iaenla' IE R 24I3A
990 -L- STA 107+73.06 'uii +
920.75' RT 0/S ii;;;;;;;;;;;;IiiIIIIIIIMMTIBI''11121
9 00.00
ELEV. = 963.57' II•�•.'a02'
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950
940
930
920
11
BEGIN STD.V DITCH LT.[ PI = 106+50.00
-L- STA.105+50.00 El = 969.40
111 El 966.07------- --
MEMMEMBEEMMIN
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PI = IO2+30.00
EL = 985.05'
VC = 1.430'
K = 247
DS = 70mph
L IH--I' I-
(+) 3 3300L_ 1-12
328251.
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PROJECT REFERENCE NO.
SHEET NO
/-5//0
23
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
p
RLLIM]NARY PLANS
DO NOT USE FOR CONSTRUCTION
•
_=■■.■11
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980
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960
930
920
104+00
105 + 00
106 + 00
107+00
108 + 00
109 + 00
110+00
111 + 00
112 + 00
113+00
114 + 00
115 + 00
116+00
117+00
118+00
970
960
950
•
.[III
/
880
- F LY-
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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MMI
Y
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•
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FLY- STA.9+67.27 =
L- STA.75+474
EL = 909.25'
1
71■1■11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
PI = 12+80.00
EL = 9/4.35'
VC = /50'
K = 336
DS > 80mph
IIIIIIIIIIIIIIIIIIIIPIIPIIIil•.ndnn a.naLl n.nm.aa i-r1I.G----
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•
Pl = 16+50.00
EL = 922.04
VC = 300'
K= 103
DS = 52mph
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MIN/ :YI iA•Iil.
-i RI Nl I ll: I[II7•I'CI:LI•JLIi1I I IIl
BM 435
-BY5-STA. 67+06.19
236.72' RT 0/S
FLY- STA 23+81.30
2.067.18' RT 0/S
ELEV. = 945.88'
R/R SPIKE IN BASE
OF 14" OAK
MN MEN
11■.li o ■■"■■ •11 1111
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970
960
930
• 1
]IS�I■II
Ill0
•
■ I
114
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FOR -L- PLAN SEE SHTS. 10 & 11
FOR -FLY- PLAN SEE SHTS. 8 & 9
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
:•1
880
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22 + 00
23+00

PROJECT REFERENCE NO. I SHEET NO.
1,010
•..
• • I
• :•
970
960
PIPE HYDRAULIC DATA
-FLY- STA.24+50
DRAINAGE AREA = 30.69 AC
DESIGN FREQUENCY = 50 YRS
DESIGN DISCHARGE = 76.6 CFS
DESIGN HW ELEVATION = 937.32 FT
100 YEAR DISCHARGE = 83.9 CFS
100 YEAR HW ELEVATION = 937.6 FT
OVERTOPPING FREQUENCY= N/A YRS
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING ELEVATION = N/A FT
PROPOSED GRADE
NENE
NENE
NENE
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8
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920
11
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11
ee
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momessrmnsminsmsv
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PI = 32+60.00
EL = 1,002.54'
VC = 850'
K = 86
DS = 50mph
— F LY—
END BRIDGE
FLY-
-
3
3
80
0/
1-5/l0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMDNARY PLANS
DO NOT USE FOR CONSTRUCTION
980
970
960
950
930
920
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31 +00
32 + 00
33 + 00
34 + 00
35 + 00
36+00
37+00
970
960
II- I
• 11191111_111.'�i 1! . 1 'a 11111111111111111111111111111111111G11 � T +II �11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111M1111111
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M1111111111111111111111111111
END BRIDGI
—FLY-
980
•
I•IIIIIIIH•UflhIII!IIuIIII!IIII■II!IIf■hI■IIIIIIIH•UIIIII!IIuIIII!IIfU■II1lIU!lI■RlIU!lI■ •
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37A----------1Cltr S I5r1
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900
890
El 929J0 -y_ _1_I
Q NLD END SP. CUT BASE DITCH RT.
o..omo•=e...:... BASE DI
PI - 47+75 00
EL - 92776'
VC - 400'
K - 116
DS - 55mph
m sniff
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PLANS PREPARED BY :
RKK
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
890
STA.
37+00
38+00
39 + 00
40+00
41 +00
42 + 00
43 + 00
44+00
45 + 00
46+00
47+00
48+00
49 + 00
50 + 00
51+00

PROJECT REFERENCE NO.
SHEET NO.
I -5110
25
0
01
a
-o
CC
0
a
63
No
NrQ
accu
960 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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!!!!!!!!!!
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PIPE HYDRAULIC DATA
-FLY- STA.55+22
DRAINAGE AREA = 29.15 AC
DESIGN FREQUENCY = 50 YRS
DESIGN DISCHARGE = 128.9 CFS
DESIGN HW ELEVATION = 898.4 FT
100 YEAR DISCHARGE = 140.6 CFS
100 YEAR NW ELEVATION = 898.8 FT
OVERTOPPING FREQUENCY- N/A YRS
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING ELEVATION = N/A FT
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- F LY-
11111111111111111111111111111 11111111111111111111
.......................................
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1
1
BM *34
-BY5-OUT OF
CHAIN LIMITS
-FLY- STA 57+31.40
2,030.08' RT 0/S
ELEV. = 949.36'
R/R SPIKE IN BASE
OF 30" OAK
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PROPOSED GRADE
EXISTING GROUND
■
FI
mu mu . m mu
1
BM "4
BL-STA. 96+06.49
910.99' RT 0/S
-FLY- STA 65+87.96
274.04'RT 0/S
ELEV. = 915.96'
R/R SPIKE IN BASE
OF 12" POPLAR
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111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■
111111111111111111111111111111111111111111 11111111111111111111111111111111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ 111111111111111111111111111111■■■■■■■■■■.■■■■■■■■■■ ■■■■ ■■■■■■■■.■■■■■■■■■�■■■■■■■ ■■.■�■I■.■■■I ��.■
880 11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■1111111111111111111111111111111■■■■■■■■■■■■■■■■■■■■■■■■■■::■■■■■■:�■■■■■■:�■■■■�1
�" ""' iliiIlil!lIIIIIIIIIIIIIIIIIIIIIIIIIIII!!!!!!!!!!!!!!!!!!!!!!!!!� 1111111111111111111111�""":::::::::::::::::::1:::::::::1:� !::::! :!::!:::! ::: ""11111111111e■
liillllll�illlllliilllllliilllllllillllllii��lllliillll���l�i��1�111.11111111111111111111111111111111111111111111111111111111111111111111111111. � 1111111IIIIIIIIIIIIIIIIIIIIIIIIIIY�YIIIIIIIYYIIIIIIIIYYIIIII-
1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111.■���������������������������-■■■11111.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIII 930
■■■■■■■■■■■■■■■■■■■■■■
51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00
60 + 00 61 + 00 62 + 00 63 + 00 64 + 00 65 + 00
960
950
940
•
920
910
900
890
880
870
111111111 I
11111111111111
PIPE HYDRAULIC DATA
-FLY- STA65+88
DRAINAGE AREA = 43.27 AC
DESIGN FREQUENCY = 50 YRS
DESIGN DISCHARGE = I22J CFS
DESIGN NW ELEVATION = 893.4 FT
100 YEAR DISCHARGE = 141.9 CFS
100 YEAR HW ELEVATION = 893.8 FT
OVERTOPPING FREQUENCY= 500+ YRS
OVERTOPPING DISCHARGE = 5/8.7 CFS
OVERTOPPING ELEVATION = 903.3 FT
PI = 65+35.00
EL = 901.36'
VC = 400'
K = 116
DS = 55mph
7.711.
2'
I
I
I
1
1
I
11111111
1
END' GRADE
-FLY- STA.69+98.65
■ -Yl- STA.20+94.28
111■ _ EL =, 909.62'
PI = 68+35.00
EL = 907.24'
VC = 160'
K = 316
DS = 75mph
■u■■■■
R° •5 'II ii iIIIII I I I I II I III I
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1■11111111
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■L�i�li
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-El = 9D2.51
BEGIN S° G(.' BASE LYTC I
rLY ST=A-66+4.•.
1- El = 899.94
II
1■11111111
. I&.I.I.
7r■n/rniu
MINN
I"I!!IlII!
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immommEgEmsEglIgn
--
FOR —FLY— PLAN SEE SHTS. 13 & 14q
980
970
960
950
PLANS PREPARED BY :
R*K
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
940
930
•
910
900
890
65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00

PROJECT REFERENCE NO.
SHEET NO.
1-5110
26
-0
NJ
S
-o
CC
m
0
N
e6-0
O
Ncc
a,
990
• :e
-RPIC-
1
1
1
1
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
BM °6
■■■■■■■■■■•■■■■■■■■■.■■■■
L_---_L_---_• _-BL-STA.118+79.36
n.-nJ'-�o1 mnmmmmm�mnnnnnnnnnnnnnnnnnnmm�nmm�nnnnnnnnnn 286.60' RT 0/S
::N��11,!11�111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1-1-RPIC- STA 20+61.10
Il.1.N/I,CrI [iii.UrAIN
87.85' LT 0/S
1 1
1•
ELEV. = 948.41'
Innn■q• ■Unnnn�nnnn
�R/R SPIKE IN BASE
OF 12' PINE
PI = 12+00.00
EL = 935.07'
VC = 250'
K = 250
DS = 70mph
1
'1
MME■■— — .■■
11111111
111
■■■
■■■
....
PI = 22+00.00
EL = 950.07'
VC = 600'
K = 92
DS - 5lmph
(+11.5000%
ROADWAY DESIGN
ENGINEER
PRELIMIN
DO NOT USE PO
HYDRAULICS
ENGINEER
ICY PLANS
CONSTRUCTION
BM °5
BL-STA.114+06.75
910.99' RT 0/S
-RPIC- STA 23+00.20
731.62' LT 0/S
ELEV.= 947.00'
R/R SPIKE IN BASE
OF 18" WILLOW
(-250000%
+) 3 920v. RT
- - 1+11.3333% RT -- ti
MMEMMEMMEMMEMMEMMEM
m....-. /% AMMEMMEiiia ii
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UN MINI
IEM
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.■■
■
MEM
111
MEM
MEM
MEM
...
111 910
960
•
•
900
10+00
11 + 00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21 + 00
22+00
23+0
24+00
950 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
940
■■.
•
• e
• ee
:t:II
870
860
. s-- - ---
■—
•
1111111111111111111111111m
PI = 29+00.00
EL = 9/5.07'
VC = 350'
K = 98
DS = 50mph
( /500000
(-)I.4/487
-3 Jq4, ..
.1IIRi
0
In. —
ME
ME
ME
ME
ME
ME
ME
ME
ME
(-1I /./4 /..
■■
■■
PI = 31+70.00
EL = 911.25'
VC = 190'
K=139
DS = 58mph
- 1.414
-
0
0 -
I■1
!I!
II
MEN
171C PTA.3 -+ /.J .Iu
STA.36+50.00
902.27'
PI = 33+80.00
EL = 905.40'
VC = 200'
K = 406
DS .> 80mph
\10
!MIAs �I
I�
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NI LUNN
era
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920
MENNE
MENEM
MENNEN
MN
MENNEN
MN
MENNEN
MENNEN
��
MENNEN
MENNEN
MENNEN
MN
MENNEN
MN
MENNEN
MENNEN N
MENNEN
MENNEN
MENNEN
MENNEN
MN
MN
IF101Rli-RIlCll- !LAN
lllllSiElEllSllHlTllSi.ll9l,l112 l&ill113
--
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
•e
•eI
870
860
24+00 25+00 26+00 27+00 28+00 29+00 30+00
31 + 00 32 + 00
33 + 00
34 + 00 35 + 00
36+00 37+00 38+00

PROJECT REFERENCE NO.
SHEET NO.
1-5110
27
01
N
CL
-o
IC
m
0
0
em
0
N O
Nr
ac,�
900
0
880
870
860
-T. BEGIN GRADL
1111111111111111111111111111
-RPAA- Sta. 10+00.00 = -
-RPA- Sta. /9+5/.05
-HrFr L = 856.9/'
(-)/.6500% (-)/.9659%
1111 -
III
1111111111 IIII
- PI = I0+80.00
EL = 855.83'
VC = 150'
K = 475
DS ) 80mph
PROPOS D G,RA'E
11 11
............ .........
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIHIIIIIIIIHIIIIIIIIHIIIIIIIII IIIIIHIIIIIIIIIIIII
1111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIII
!IIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIII------11111111111111111
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111 1
1 e
1 I I I
-RPAA-
END GRADE
•e
RPAA Sta. 16
EL - 845.02'
30.00
1111
1
END CONSTRUCTION
RPAA- Sta. 16+80.00
EL - 844.02'
0 BLENI
EIZI=STtw,
rrrrrrr rrrrrrrrrrrrrrrrr■ ■
IIIIIIIIIIIIiiiiilIII11111111!ll!IIIIIIIIIII11111111111111111111■IIIIIII J11 .111111111 ;;;11111111111111111
1■11111111111111 1111111111111111111111■111111111111111•Iliiiil111111111111111!!!!11111111111111111 rrrrrrrrrrrrrrrr�rrr
� uuu .uiuu.iu.uiuu uNRRuu.• uuuuiuuuu.uuuuuuiuuuuu111uuiuu� uu1� 111� 1 ;;;;iiiiiiii I1111 II IIIIIIIIII11111111111
I III�IIIII���IIIIII�1�'IIII�I� II���I�IIII��'��I���IIIIIIIIIII IIIIIIIIIIII 11111111111111111111111111111111111111111
iiiiiiiiii:::::::::'I
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
870
860
820
810
10+00
11 + 00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
9+00
20+00
21 + 00
22 + 00
23+0
24+00
920
910
-RPD-
11111111111111111111111111111111111110111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
900
1
870
830
1111111111111111111111111111111111111111 eeeeee111/111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
1 eeeeeeeelllaeeeeeeee;111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _---
�- II I E:II11■
1.111111111
1111111111111111111111111
1111111111111111111111111111 n
&TN GRADE
0- Sta.10+98.43
Sta. 48+75.5/
861.31'
111111111111111111111111/1111111
11111111111111111111111111111111111111
11111111111111111111111111111111111111
920
910
I I I I I I I I I I I I I I I I I I b l 11 i e 111111111111111111111111111111111111111111111111111111
PI = 12+30.00
EL = 863.35'
VC = 100'
K = 229
DS = 68mph
IIIIIII •• 000n000mm�o••••9"rrrr••••••nnrcra 71J1/wfl eTiii�\��YYY7�%1•L'f1 :_
roon111 0000r✓r'000000nnnra�� •�hrrr oire'uueii "_.--- .Iod�noom.000mr
J rr�rrrrrrrrrrrrrrrrrrr�r
PI = 14+50.00
EL = 865.80'
VC = 230'
K = 288
DS = 73mph
PI = 17+20.00
EL = 866.65'
111111111111111111111111111 K 77
DS 63mph '•rrrrrrrrrrrrrrrrr1rrrrrrrrrr............rrrrrrrrrrrrrrrrrr..........1n
VC 200
11000rnori
111111I_
I=
i
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1
PI = 22+30.00
EL = 862.50'
VC = 180'
K = 2/3
DS = 62mph
-�ue�za�n
FOR —RPAA— PLAN SEE SHTS. 4 & 5
FOR —RPD— PLAN SEE SHTS. 5 & 6
i
1
;1111111111111111111111111
Irrrrrrrri.rrr..rirrrr..rir
1IIIIIIIIIIIIIIIIIIIIIIIIII
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
870
850
840
830
10+00
11 + 00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22 + 00
23+0
24+00

PROJECT REFERENCE NO. SHEET NO.
1-5/l0 28
01
NJ
a
-o
Jr
m
0
0
7
'0
O
a,�
900
0
-RPD-
I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111
M11111111111
810
.■..■■.■■■.rr.ccxxxxrm•R■.■!
uJc70•c4 y/L u12 i
P
END
GRADE
IL
-RPD- Sta. 33+20.00
EL = 850.66'
Pt = 28+35.00
EL = 859J5'
VC = 480'
K = 228
DS = 68mph
!91/11 A •
•
r_11.8000%
•
ME
ii
Pt - 32+40.00 -_
EL - 851.86'
VC-150' -
K -500
DS .> 80mph
MMMMMMMM
■
J tlCuIW III C NOMAAl IIIII) I.
•
•
o■
■■■.. ■■■
11 ...
------■■M.■. ■■■■.
iC
1i::1:1:::::1:::::::::1:::::::
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMIN ^ RY PLANS
DO NOT USE PO CONSTRUCTION
111111111111111111111111111111
111 111111111 1111111111
111111111111111111111111
1111111
50 BLEN
I
END CONSTRUCTION ■■onnmm�nnm
-RPAA Sta. 33+70.00 ■i■■■■■■■■�■■■■■■■■
EL = 849.88'
■ • ■■■■ • • ■■ •
:
I
....
ME
:
■■■■
..
EMEMEMEMEM
11111111111111111111111
111111111111111111111111111
830
810
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
880
870
860
850
■■
• f!
11 IP: , to IV
a 2dlf1( 6
I EL-=- 857;77---
■■
.■■
...
■
.■■.
PI = 10+60.00
EL = 857.35'
VC = 100'
K = 191
DS = 65mph
PI = 11+95.00
EL = 855.70'
VC = 170'
K = 2/3
DS = 67mph
■■
■■
■■
■■■
■.
■.
-RPDA-
PRI
-
0.7000%-)1.2222% (-11.2222% 2.02
EXISTING GROUND
840
830
820
810
800
/7/,
PI = 14+25.00
EL = 851.05'
VC = 150'
K = 99
DS = 5/mph
--I-N.
I
■
IIIIIIII
11111111111111111111111111111
..
■
■■
890
END CONSTRUCTION
50 BLEND
TO EXIST.
(=)202%7%
-RPDA- Sta. 15+50.00
EL = 850.24'
■
■■
■
870
860
■■
■
EN
■■
■■
■
■■.■■■■
■
U.
■
■
■■
■
■■■
■.•
■■
■■
■■
■■
■■
■■■
■■
■■
■■
■■■
■■■
■
1
1
FOR -RPD- PLAN SEE SHTS. 4 & 5
FOR -RPDA- PLAN SEE SHTS. 4 & 5
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
850
840
830
820
810
800
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+0 24+00
111111111111111111111111111111
1111111111111111111111111 :11::::1:::::::::::::::::::::� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1111111111111111111111111111111111
:::Illlllllllllllllllllllll�llllllliilll ..............
iiilllllllllllllllllllllllllll 11111111111111111111111111111■■Illfllllliiiiiiiiiiiiii�llll�llll'Il�llll��llll��llllll��ll�ll
�iiiiii�iiiiiiii�iiiiiiiiiiiiil�nm■nlll1111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111�111111111111111111111111111: """"! nnnm nnnm"""""" "":" "'"""nnn
ri
■■■r■�■���■r■�■■■■■�■�r�■■�r■�■��■■■■rr�■■■■■�r��■■■■■r���■■■�r���i■■r■����r■r■■■■■■■11111111111111111111111111111111111111111111111
III IIII■■■■■■■■:111111111111111111111111111111111111111111111111111111111111�"'�" ����"��������""������"���'���������"���"�������'���������"�'��'���"
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rr
cr
01
CO
900
0
880
Ittill
111111111111111111pi
' BEGIN GRADE
As Sta.9+74.78
IIIIIIIIIIIIIIIIIIIIli1 Sta.45+84.• ■•m
r:r■■ot 65.6
111111111111111111111111111111111111111111111111111111111111111111111111111111111
II
111111111111111111111111111111 111111111111111111111111111111111111111 1111111111
111111111111111l1111111111111111111111111111111E 11111111111!!!lEE 1111111111111111111111111111111111111
111111111111111 I U 1I 1111 : ■
11111111111111111111111111
i
PI = 11+50.00
EL = 866.20'
VC = 220'
K = 352
DS = 64mph
830
■■■■■■■■■■■■■■■�.■.�����!■■■■■■■■■■■■■■■■■■■■■■■■.■■■.■■.■..■...■...■.::::..■...■■..■...■...■....■..■...■ ..■.. 1111111111111111111111111111
1111 111111111111111111111111111 ; ..........;.....•••••• 1111••'•••••••••'•••••' 111111111111111111111111111
IIO111111IIIIIHIOIIII111111 ImHIm"111111111OIII!111!!IIHIOHI!ln'!!!11'11111111111111l111111l1111111! 111111 IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII"'Illlll IIIIIIIII111111111111�1111111�1111111�I 11111111111111111 "' 1 1111 111111111111EEEIIIIIIIIIII111111111111111111 111 111
11111111111111111111111111111111111111111E11111111!!!l111:11:11111111111111111111!!!!!!!!11!!!!!!!!11!!!!!!!l11111■■■■!!11 11111111111111111111111111111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■.......■.■.■■.:■...■■.:■...■.
.....111111111111111111111111111111111111111 1111111111111111111111111
820
•
i!!!!!!!!!!!!!!!!!!!�!illlllllllllllllll�!!!!!!!11,1111111111�::,�„�,..,,,�„�,..,.,,�,..,,�,..,,•,,�„�..�,,...,,.�,.�..,�,,.�.r><._
111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 :
PROPOSED GRADE
GROUND
PI = 14+00.00
EL = 865.45'
VC = 250'
K = /75
DS = 63mph
-RPA-
11111111111111
■■■■■ ■ ■ ■■■ ■ ■■■■
1 ••111111111u111111111i111111111i111111111u111111111i11111111i
:::::::e::::::::1e::::::ee:e:e:::e::::::eliiiiigijjjjjjjj�EEEEEEEEEEpIEEEEEEEEiiiiiiiiii
111111111111111111•••.•••••••
11111111111111111111111111111111111111111111�111111111�11111�111�111111111111111111�
0
PROJECT REFERENCE NO.
I -5110
I - ---- ITI-
( -10.3000% (-1/.7286%
•
11 11
••
•• • •• ••
■ • ■E • ■E ■E • ■■ ■
PI = 17+50.00
EL = 859.40'
VC = 150'
K=180
DS = 70mph
Ei
--L_11Z2887
f-r8947%
r,
(-)0
PI = 19+40.00
EL = 857.70'
VC = 150'
K = /77
DS = 63mph
8947%
! nnnnnnnnnnnnn■ ■
1111111111111
( _)1.7400%
PI = 21+90.00
EL = 853.35'
VC = 150'
K = 272
DS .> 80mph
SHEET NO.
29
ECM
Y�iiZ77:JP1.IF9.!T.ii,EkAw =Cte
111111111111111111111111
810
810
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
890
880
890
880
870
:•�
■
1111!!!II!!1!!!!!1!!!IIIIII11 ■�
■p
,I
850
_______ ------ 1/1875%
■
11111111111111111111111111111111111111 n
■
870
-11 ENDS GI ADE
-RPA- Sta.27+90.00
EL - 846.22'
50 BLEND
TO EXIST.
END CONSTRUCTION
-RPA- Sta.20+40.00
EL = 845.44'
860
850
840
830
820
810
1—L-EXISTI
G
G
RO
■
■
■■■
■■■■
■■
■■■■
800
FOR -RPA- PLAN SEE SHTS. 4 -
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
840
830
820
810
800
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
34+00 35+00 36+00 37+00

■1■11111111111111111
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1111
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860
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870
860
850
120+00
121 + 00
122 + 00
123+00
124 + 00
125+00
126+00
127+00
128+00
129+00
130+00
31+0
132 + 00
133+00
134+00
•
930
910
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---
GRADE
a
floGle
950
•
920
910
T/W- Sfia148+00.00
EL = 9/2.88'
FOR -T/W- PLAN SEE SHT. 7
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
900
890
880
870
860
134+00
135+00
136 + 00
137+00
138+00
139 + 00
140 + 00
141 + 00
142 + 00
143 + 00
144 + 00
145 + 00
146+00
147+00
148 + 00

cr
lr
CO
CO
N
920
BEGIN GRADE
-1'8_LT - Sta. 32+30.06
EL = 888.00'
870
860
840
PI = 35+75.00
EL = 882J7'
VC = 270'
K = 497
DS ) 80mph
BM "II
- BY-STA. 29+94.00
113' RT 0/S
- Y8- STA 35+62.10
187.00' RT 0/S
ELEV. = 883.13'
R/R SPIKE IN ROOT
OF 18" POPLAR
PI = 37+60.00
EL = 878.04'
VC = 100'
K = /33
DS = 59mph
.2329% l-1/.40007.
71777
PI = 43+00.00
EL = 870.05'
VC = 845'
K = /72
DS = 68m.h
11.4800/
PROJECT REFERENCE NO.
1-5110
ROADWAY DESIGN
ENGINEER
SHEET NO
3/
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
-Y8 LT-
Azov,'
900
890
880
860
850
32 + 00
33 + 00
34+00
35 + 00
36+00
37+00
38+00
39+00
40 + 00
41 +00
42 + 00
43 + 00
44 + 00
45 + 00
46 + 00
920
GI
900
890
880
850
40
830
GRA
T
888J
.32
3
0
BM *11
- BY-STA. 29+94.00
113' RT 0/S
- Y8- STA 35+62.10
187.00' RT 0/S
ELEV. = 883.13'
R/R SPIKE IN ROOT
OF 18" POPLAR
PI = 37+40.00
EL = 879.26'
VC = 100'
K = 106
DS = 53mph
PI = 38+40.00
EL = 878.46'
VC = 100'
K = 220
LDS = 68m.h
PI = 40+40.00
EL = 875.95'
VC = 300'
K = 183
DS = 70m.h
END GRADE
-Y8_RT - Sta. 42+52.22 -'
Y8A- Sta.14+87.15
EL = 876.75
FOR -Y8- PLAN SEE SHTS. 15 & 16
-Y8 RT-
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
910
890
860
840
830
32 + 00
33 + 00
34 + 00
35+00
36+00
37+00
38+00
39 + 00
40 + 00
41 +00
42 + 00
43 + 00
44 + 00
45 + 00
46 + 00

PROJECT REFERENCE NO.
SHEET NO.
fV
M
a
-o
Jr
m
0
a
eo
6-0
No
N:0Q
acLLL
950
j1IR
1
860
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11I111111111111111111111111111II111111111111111111I1111111111111111111111111111111111111111
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIII,IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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1
■■■■■■■■■■■■■
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■■■■■■■■■■■■■■■■■■■■■■■■■■■■
PI = 56+50.00
EL = 9/6.49'
VC = 1,450'
K = 255
DS = 7/m.h
-/I3,4400V. •
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
/-J22565/.
WANE
PI = 43+00.00
EL = 870.05'
VC = 845■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
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BM *12
BY- STA. 48+90.00
232LT 0/S
Y8- STA 54+63.05
175.56' LT 0/S
ELEV. = 905.88'
R/R SPIKE IN ROOT
OF 16" TWIN CEDAR
BM °20
BY2-STA. 49+29.00 224' RT 0/S
Y8- STA 58+22.94
7EV LT 0/S
E
ELEV. = 925.37'
R/R SPIKE IN ROOT
OF 15" RED OAK
/-5110
ROADWAY DESIGN
ENGINEER
mu
32
46+00 47+00 48+00 49+00 50+00 51+00
52 + 00
53 + 00
54 + 00
■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■
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55 + 00
56+00
57+00 58+00
nl■W■Wu■WiW■Lru
59+00
60 + 00
III
930
920
910
900
PI = 56+50.00
EL = 9/6.49'
VC = 1,450'
DS = 7/m,h
I "III
-Y8 LT -
2565%
-r
890
930
920
910
900
890
880
870
860
850
■■■■
•
•
11111111111111111111
I
■
840
FOR -Y8- PLAN SEE SHTS. 16 - 18
PLANS PREPARED BY :
KO(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
880
870
860
850
840
60+00 61+00 62+00 63+00 64+00 65+00
66+00
67+00
68+00
69 + 00
70 + 00
71 +00
72 + 00
73 + 00
74+00

950
-Y8 LT -
PROJECT REFERENCE NO.
SHEET NO.
1-5110
33
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
940
930
920
910
900
890
880
870
860
■
.
1
■■
PI = 79+30.00
EL = 865.04'
VC = 420'
K=160
DS = 65mph
)2.2565% /+10.3632%
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..........
..........
r -n
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
.
PI = 86+50.00
EL = 867.66'
VC = 150'
K = 770
DS > 80m.h
930
920
■
(+J0.3632/
■
.
(+,10.5581%
910
900
.
111111111111111111111111
1
111111111111111111 1111111111111111111
890
880
870
860
74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00
930
920
910
900
890 END GRADE
YR LT - Sta.89+12.48' I
EL 869.12'
II
I,
-Y8 LT-
3
0
920
880
870
860
850
840
LI
10
900
890
88
8
7
6
85
34
0
0
0
0
1
921
III
III
IIIIIIIIIIIIIIIIIIIIIIIIIIII
�o3o
..
910
III
900
■.....
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-Y8- Sto.51+72.52
E4.1 118P-74 I-
890
■
...
MEE
BEGIN GRADE
Y8A Sta. 14+87.15
-Y8 Sta.42+52.22
L -876.75'---'_--
=.i. 1
�. P/ = /5+45.00
EL = 876.97'
!VC = I/O'
DK S =95/mph 111111 11111111111111
U
PI = 18+30.00
EL = 881.21'
VC = 250'
K = /49
DS = 63mph
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II 1 1E111
PI = 23+40.00
EL = 897.37'
VC = 140'
K = 200
DS = 65mph
(+12.46767.- . ---
mn _e�.rri
rIm
�innnno�uuui�t��
-=-111
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FOR -Y8- PLAN SEE SHTS. 18 & 19
FOR -Y8A- PLAN SEE SHTS. 16 & 17
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
•00_
•1
880
870
860
850
840
88+00 89+00 90+00
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
ul

950
-Y9-
PROJECT REFERENCE NO.
SHEET NO.
1-5110
34
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
940
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
930
920
910
900
890
1—BSGIN GRADE`--'
f-Y9- Sta.13+20.00'='!
2 877.65'
880
870
860
PI = 14+30.73
EL = 879.62'
PI = 13+75.00
EL = 878.98'
VC = 110'
K = 86
DS = 50mph
PI = 15+18.18
EL = 878.0/'
+)2.422GX X+4115gD1 / -120947/
PI = 17+15.00
EL = 876.75'
VC = 190'
K = /16
DS = 55mi
END GRADE',
910
Y9- Sta./8-"0;'
EL = 877.70'
■■
■■■
■■
■■ ■
■■
■■
900
■■
■■
(-)0.64Ar%
(+N.?0003.'
EN
■■■
■
890
880
870
860
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21 +00
22 + 00
23 + 00
24 + 00
25+00
26+00 27+00
930
920
910
900
890
880
870
860
850
840
PLANS PREPARED BY :
RK�(
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]
930
920
910
900
890
880
870
860
850
840