20210926 Ver 1_401 Request Attachment_20211108

Project Submittal Interim Form
Updated September 4, 2020
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
Submittal Type:*
Name:
Email Address:*
Project Name:*
Is this a public transportation project?*
Is this a DOT project?*
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
TIP#:WBS#:
County (ies)*
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre-Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
401 Application
Project Contact Information
NCDOT
Who is submitting the information?
[e-mail]
Project Information
US 401 at SR 2044 (Ligon Mill Road) / SR 2224 (Mitchell Mill Road)
Yes
No
Yes
No
Yes No Unknown
U-5748 50168.1.1
(Applies to DOT projects only)
Wake
Please upload all files that need to be submited.
Describe the attachments or add comments:
*
I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
I agree that submission of this online form is a “transaction” subject to Chapter 66, Article 40 of the NC General
Statutes (the “Uniform Electronic Transactions Act”);
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the “Uniform Electronic Transactions Act”);
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
I intend to electronically sign and submit the online form.
Signature:*
Submittal Date:
Click the upload button or drag and drop files here to attach document
U-5748 signed PJD.pdf 24.57MB
U5748_PERMIT DRAWINGS_2021.11.02.pdf 28.31MB
U5748_PERMIT
DRAWINGS_BUFFER_2021.11.02.pdf 9.1MB
U5748_PERMIT
DRAWINGS_BUFFER_UTILITIES_2021.11.01.pdf 2.89MB
NOAA.pdf 174.35KB
U-5748 Combined Mitigation.pdf 632.71KB
U-5748 EPCN Printed.pdf 2.02MB
Only pdf or kmz files are accepted.
Due to technical issues with the ECPN form, please find the pdf of the form, permit drawings, buffer drawings,
utility buffer drawings, Section 7 documentation, and compensatory mitigation information.
By checking the box and signing box below, I certify that:
11/5/2021
Is filled in automatically once submitted.
11/2/21, 9:37 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 1/16
Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 1, 2021 Ver 4.1
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right-click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf (https://edocs.deq.nc.gov/WaterResources/0/doc/603610/Page1.aspx)
County (or Counties) where the project is located:*
Add additional county
Is this a NCDMS Project *
Is this project a public transportation project?*
Is this a NCDOT Project?*
(NCDOT only) T.I.P. or state project number:
WBS #*
1a. Type(s) of approval sought from the Corps:*
Has this PCN previously been submitted?*
1b. What type(s) of permit(s) do you wish to seek authorization?*
A. Processing Information
Wake
Yes No
Click Yes, only if NCDMS is the applicant or co-applicant.
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
Yes No
U-5748
50168.1.1
(for NCDOT use only)
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Yes
No
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
11/2/21, 9:37 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 2/16
1c. Has the NWP or GP number been verified by the Corps?*
Regional General Permit (RGP) Number:
Add additional RGP
RGP Numbers (for multiple RGPS):
1d. Type(s) of approval sought from the DWR:*
Pre-Filing Meeting Information
1e. Is this notification solely for the record because written approval is not required?
*
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after-the-fact permit application?*
1g. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
Yes No
201902350 - Work associated with bridge construction, widening, replaceme
List all RGP numbers you are applying for not on the drop down list.
check all that apply
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual 401 Water Quality Certification
Before submitting this form please ensure you have submitted the Pre-Filing Meeting Request Form as we will not be able to accept your application without this important first step.
The Pre-Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) “At least 30 days prior to submitting a certification request, the project proponent shall
request a pre-filing meeting with the certifying agency” and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre-
filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here (https://www.epa.gov/sites/production/files/2020-
07/documents/clean_water_act_section_401_certification_rule.pdf) to read more information on when this form is needed prior to application submission or here
(https://edocs.deq.nc.gov/Forms/DWR-Pre-Filing-Meeting-Request) to view the form.
Is this a courtesy copy notification?*
ID#Version
Pre-fling Meeting or Request Date *
Attach documentation of Pre-Filing Meeting Request here:*
Yes No
20210926 1
5/11/2021
Click the upload button or drag and drop files here to attach document
File type must be PDF
Upload
Yes No
Yes No
Yes No
If so, attach the acceptance letter from mitigation bank or in-lieu fee program.
Yes No
11/2/21, 9:37 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 3/16
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?*
1j. Is the project located in a designated trout watershed?*
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx (http://www.saw.usace.army.mil/Missions/Regulatory-
Permit-Program/Agency-Coordination/Trout.aspx)
1a. Who is the Primary Contact?*
1b. Primary Contact Email:*
1c. Primary Contact Phone:*
1d. Who is applying for the permit?*
1e. Is there an Agent/Consultant for this project?*
2. Owner Information
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
×
Upload
Accept_U-5748.pdf 195.11KB
Yes No
Yes No
B. Applicant Information
NCDOT
[e-mail]
(xxx)xxx-xxxx
[phone]
Owner Applicant (other than owner)
(Check all that apply)
Yes No
2a. Name(s) on recorded deed:*
2b. Deed book and page no.:
2c. Contact Person:
2d. Address *
2e. Telephone Number:*
NCDOT
(for Corporations)
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27610
Country
USA
Street Address
1000 Birch Ridge Drive
Address Line 2
(xxx)xxx-xxxx
[phone]
11/2/21, 9:37 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 4/16
Add another owner
1a. Name of project:*
1b. Subdivision name:
1c. Nearest municipality / town:*
2a. Property Identification Number:2b. Property size:
2c. Project Address
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey-grade GPS device) after the decimal place as appropriate, based on how
the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:*Longitude:*
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
3b. Water Resources Classification of nearest receiving water:*
2f. Fax Number:
2g. Email Address:*
(xxx)xxx-xxxx
[e-mail]
C. Project Information and Prior Project History
1.Project Information
US401 at SR2044 (Ligon Mill Road)/SR2224(Mitchell Mill Road
(if appropriate)
Raleigh
2.Project Identification
(tax PIN or parcel ID)(in acres)
City State / Province / Region
Postal / Zip Code Country
Street Address
Address Line 2
35.886053
ex: 34.208504
-78.525907
-77.796371
Neuse River
C;NSW
11/2/21, 9:37 AM Resume Submission
5/16
Surface Water Lookup (https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e125ad7628f494694e259c80dd64265)
3c. What river basin(s) is your project located in?*
Neuse
Add another river basin
3d. Please provide the 12-digit HUC in which the project is located. *
030202010704
River Basin Lookup (h p://ncdenr.maps.arcgis.com/apps/PublicInforma on/index.html?appid=ad3a85a0c6d644a0b97cd069db238ac3)
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Land use in the vicinity consisted predominately of residential development, commercial businesses and forested
communities along the river floodplain.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
7.5
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
11,000
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to reduce the traffic congestion and improve the operation of the intersection.
The current intersection of US 401 with Ligon Mill Road and Mitchell Mill Road operates at a poor level of service
due to large peak AM traffic volumes traveling southbound.
https://edocs.deq.nc.gov/Forms/form/resume/791/164094
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4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR.
6. Future Project Plans
6a. Is this a phased project?*
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don’t require pre-construction notification.
An offset continuous flow interchange (CFI) will be constructed for Ligon Mill Road and Mitchell Mill Road at US 401.
This will be accomplished by shifting the intersection of Ligon Mill Road with US 401 approximately 1500 feet north
of its current location. The existing intersection would be closed. This new intersection would be signalized. A fourth
southbound lane would be added to US401 to accommodate additional traffic, as well as dual northbound left turn
lanes, dual eastbound left turn lanes and dual eastbound right turn lanes. A CFI interchange will be constructed at
Mitchell Mill Road at its existing location and signalized. This new interchange will require the building of a fourth
northbound lane, as well as dual southbound left turn lanes. The addition of the fourth travel lanes on US 401 will
require the widening of the existing bridges over the Neuse River. Standard road building equipment, such as trucks,
dozers and cranes will be used.
Yes No Unknown
Preliminary Approved Not Verified Unknown N/A
Example: SAW-2017-99999
SAW-2017-00321
Ron Johnson
AECOM
Field visit with USACE held on 3/10/2020 (J. Lassiter).
Yes No
D. Proposed Impacts Inventory
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 7/16
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
2a. Site #*(?)2a1 Reason *(?)2b. Impact type *(?)2c. Type of W.*2d. W. name *2e. Forested *2f. Type of
Jurisdicition *(?)
2g. Impact
area *
Add
2g. Total Temporary Wetland Impact
2g. Total Permanent Wetland Impact
Wetlands Streams-tributaries Buffers
Open Waters Pond Construction
1 Fill-Toe Protect P Bottomland Hardwood For WC Yes Both 0.001
(acres)
×
1 Mech. Clearing P Bottomland Hardwood For WC Yes Both 0.080
(acres)
×
3 Fill P Bottomland Hardwood For WE Yes Both 0.030
(acres)
×
3 Mech. Clearing P Bottomland Hardwood For WE Yes Both 0.010
(acres)
×
6 Fill P Headwater Forest WI Yes Both 0.100
(acres)
×
6 Mech. Clearing P Headwater Forest WI Yes Both 0.030
(acres)
×
8 Fill-Pipe Install P Headwater Forest WG Yes Both 0.001
(acres)
×
8 Mech. Clearing P Headwater Forest WG Yes Both 0.020
(acres)
×
10 Fill-Pipe Install P Headwater Forest WF Yes Both 0.040
(acres)
×
10 Mech. Clearing P Headwater Forest WF Yes Both 0.001
(acres)
×
12 Fill-Toe Protect P Headwater Forest WI Yes Both 0.030
(acres)
×
12 Mech. Clearing P Headwater Forest WI Yes Both 0.010
(acres)
×
(acres)
×
0.000
0.353
11/2/21, 9:38 AM Resume Submission
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2g. Total Wetland Impact
3a. Reason for impact *(?)3b.Impact
type *
3c. Type of impact *3d. S. name *3e. Stream
Type *(?)
3f. Type of
Jurisdiction *
3g. S. width *3h. Impact
length *
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
S13
S14
S15
0.353
2i. 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.
"S." will be used in the table below to represent the word "stream".
S2-Workpad Temporary Workpad/Causewa Neuse River Perennial Both 150
Average (feet)
171
(linear feet)
×
S2-Bank Stabilizat Permanent Bank Stabilization Neuse River Perennial Both 150
Average (feet)
91
(linear feet)
×
S4-Pipe Installatio Permanent Fill SB Perennial Both 3
Average (feet)
34
(linear feet)
×
S4-Pipe Installatio Temporary Dewatering SB Perennial Both 3
Average (feet)
14
(linear feet)
×
S5-Pipe Installatio Permanent Rip Rap Fill SC Perennial Both 3
Average (feet)
30
(linear feet)
×
S5-Pipe Installatio Temporary Dewatering SC Perennial Both 3
Average (feet)
19
(linear feet)
×
S6-Pipe Installatio Permanent Culvert SB Perennial Both 3
Average (feet)
241
(linear feet)
×
S6-Pipe Installatio Temporary Dewatering SB Perennial Both 3
Average (feet)
153
(linear feet)
×
S7-Pipe Installatio Permanent Fill SE Intermittent Both 2
Average (feet)
110
(linear feet)
×
S7-Pipe Installatio Temporary Dewatering SE Intermittent Both 2
Average (feet)
3
(linear feet)
×
S8-Pipe Outfall Permanent Bank Stabilization SB Perennial Both 3
Average (feet)
6
(linear feet)
×
S8-Pipe Outfall Temporary Dewatering SB Perennial Both 3
Average (feet)
39
(linear feet)
×
S9-Pipe Installatio Permanent Fill SB Perennial Both 3
Average (feet)
97
(linear feet)
×
S9-Stabilization Permanent Rip Rap Fill SB Perennial Both 3
Average (feet)
30
(linear feet)
×
S9-Stabilization Temporary Dewatering SB Perennial Both 3
Average (feet)
26
(linear feet)
×
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 9/16
S16
S17
S18
S19
S20
S21
Add another impact
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
3i. Total temporary stream impacts:
3i. Total stream and ditch impacts:
3j. Comments:
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. Site #*(?)4a1. Impact Reason 4b. Impact type *(?)4c. Name of waterbody (?)4d. Activity type *4e. Waterbody type *4f. Impact
area *
Add another impact
4g. Total temporary open water Impacts:
4g. Total permanent open water impacts:
4g. Total open water impacts:
S10-Pipe Installati Permanent Fill SC Perennial Both 3
Average (feet)
118
(linear feet)
×
S10-Pipe Installati Temporary Dewatering SC Perennial Both 3
Average (feet)
16
(linear feet)
×
S11-Riprap Ditch Permanent Rip Rap Fill SC Perennial Both 3
Average (feet)
31
(linear feet)
×
S11-Riprap Ditch Temporary Dewatering SC Perennial Both 3
Average (feet)
12
(linear feet)
×
S13-Pipe Installati Permanent Rip Rap Fill SB Perennial Both 3
Average (feet)
20
(linear feet)
×
S13-Pipe Installati Temporary Dewatering SB Perennial Both 3
Average (feet)
29
(linear feet)
×
0
808
482
1290
10 Drain Pond P PE Dewatering Pond 1.14
(acres)
0.00
1.14
1.14
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 10/16
4h. Comments:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Project is in which protect basin(s)?*
6b. Impact Type *(?)6c. Per or Temp *
(?)
6d. Stream name *6e. Buffer mitigation required?*6f. Zone 1 impact *6g. Zone 2
impact *
Add another impact
6h. Total buffer impacts:
Zone 1 Zone 2
Check all that apply.
Neuse Tar-Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
2-Bridge-Allowable P Neuse River No 11,170
(square feet)
7,735
(square feet)
×
4-RoadCrossing-Allowable P SB No 2,625
(square feet)
1,836
(square feet)
×
5-RoadCrossing-Allowable P SC No 2,854
(square feet)
1,504
(square feet)
×
6-Parallel-Mitigable P SB Yes 18,329
(square feet)
11,898
(square feet)
×
12-RoadCrossing-Allowable P SB 3,447
(square feet)
2,184
(square feet)
×
7-RoadCrossing-Allowable P SE No 6,586
(square feet)
3,856
(square feet)
×
8-RoadCrossing-Mitigable P SB Yes 2,640
(square feet)
1,782
(square feet)
×
9-RoadCrossing-Allowable P SB No 8,674
(square feet)
5,347
(square feet)
×
10-RoadCrossing-Mitigable P SC Yes 48,553
(square feet)
33,525
(square feet)
×
11-RoadCrossing-Mitigable P SC Yes 2,570
(square feet)
1,528
(square feet)
×
13-Parallel-Mitigable P SB Yes 1,876
(square feet)
792
(square feet)
×
2-Utility-Allowable P Neuse River No 828
(square feet)
494
(square feet)
×
No
11/2/21, 9:38 AM Resume Submission
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Total Temporary impacts:
Zone 1 Zone 2
Total Permanent impacts:
Zone 1 Zone 2
Total combined buffer impacts:
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
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?
2c. If yes, mitigation is required by (check all that apply):
2d. If yes, which mitigation option(s) will be used for this project?
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, what is the stream temperature:
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS (https://ribits.usace.army.mil/ribits_apex/f?
p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:0) website.
0.00 0.00
110,152.00 72,481.00
110,152.00 72,481.00
6i. Comments:
Mitigable impacts total Zone 1: 73,968 sqft, Zone 2: 49,525 sqft.
Wetlands in buffers Zone 1: 12,070 sqft
Utility buffer impact due to clearing for overhead utilities.
E. Impact Justification and Mitigation
NCDOT Design Standards in Sensitive Watersheds will be employed. See Stormwater
Management Plan for additional measures. The existing bridges over the Neuse River will be
retained, but widened.
Existing drainage patterns were maintained as best possible. Roadway fill slopes were
steepened where possible in an effort to minimize wetland impacts. Riprap energy dissipators
are used at pipe outlets to reduce discharge velocity to non-erosive levels.
Yes No
DWR Corps
Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation
Yes No
(linear feet)
0 warm
11/2/21, 9:38 AM Resume Submission
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4d. Buffer mitigation requested (DWR only):4e. Riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments
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 in the table below.
6c. Reason for impact 6d. Total impact
(square feet)
Multiplier 6e. Required
mitigation (square
feet)
Zone 1
Zone 2
6j. Comments:
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
(square feet)
111423
4f. Non-riparian wetland mitigation requested:
(acres)
0
(acres)
0
(acres)
0
Buffer mitigation supplied by NCDMS.
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 including mitigation credits generated.
Mitigation to cover impacts to jurisdictional wetlands and streams will provided through existing
NCDOT credits at Oakwood Cemetery, Jeffrey's Warehouse, and Pancho sites. See attached
documentation for additional detail.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for
more information.
Yes No
Parallel Impacts/Road Crossing 61,898 3 185,694
Parallel Impacts/Road Crossing 49,525 1.5 74,288
6f. Total buffer mitigation required
296192
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
Yes No
Impacts to buffer provided by NCDMS. See attached acceptance letter.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 13/16
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian buffer
protection program, include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual (https://deq.nc.gov/about/divisions/energy-mineral-
land-resources/energy-mineral-land-permit-guidance/stormwater-bmp-manual). Associated supplement forms and other documentation shall be provided.
What type of SCM are you providing?
For a list of options to meet the diffuse flow requirements, click here
(https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/401/Buffer%20Clarification%20Memos/Options%20for%20Meeting%20Diffuse%20Flow%20Provisions%20o
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT’s Individual NPDES permit NCS000250?*
Comments:
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
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)?*
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.)*
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland
Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?*
3. Cumulative Impacts (DWR Requirement)
Yes No
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
(check all that apply)
Yes No
G. Supplementary Information
Yes No
Yes No
Yes No
Yes No
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 14/16
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
3b. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
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?*
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. Is another Federal agency involved?*
What Federal Agency is involved?
5e. Is this a DOT project located within Division's 1-8?*
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ (http://gis.ncdcr.gov/hpoweb/)
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)?*
Yes No
Implementation of the proposed Build Alternative would not contribute, in conjunction with past,
present, or future projects, to substantial adverse cumulative effects on resources in the study
areas.
Yes No N/A
Yes No
Yes No
Raleigh
Yes No Unknown
NMFS
Yes No
( )p g , g ,
Identified Stream Reach for Neuse River waterdog, madtom, dwarf wedgemussel and Atlantic pigtoe. Critical
habitat for waterdog. Construction will adhere to the PBO and payment will be made to the NC Nongame Aquatic
Species Fund for being critical habitat for Neuse River waterdog. PBO for NLEB.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes No
NMFS county index
Yes No
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 15/16
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search (https://msc.fema.gov/portal/search)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?*
Comments
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined
into one file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
*
· The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief’; and
· The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of
time.
· I have given true, accurate, and complete information on this form;
· I agree that submission of this PCN form is a “transaction” subject to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
· I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
· I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
· I intend to electronically sign and submit the PCN form.
NEPA documentation
Yes No
NCDOT Hydraulics Unit coordination with FEMA
FEMA maps
Miscellaneous
Click the upload button or drag and drop files here to attach document
File must be PDF or KMZ
Upload
Signature
By checking the box and signing below, I certify that:
11/2/21, 9:38 AM Resume Submission
https://edocs.deq.nc.gov/Forms/form/resume/791/164094 16/16
Full Name:*
Signature *
Date
Submit Save as Draft
Sign
Date will be captured on form submission
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2017-00321 County: Wake U.S.G.S. Quad: NC- Wake Forest

NOTIFICATION OF JURISDICTIONAL DETERMINATION

Requestor: ACOM
Ron Johnson
Address: 701 Corporate Center Dr., suite 475
Raleigh, NC 27607
Telephone Number: 919-854-6210
E-mail: [e-mail]

Size (acres) 372 Nearest Town Raleigh
Nearest Waterway Neuse River River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.8860
Longitude: -78.5258
Location description: The project site encompasses 374 acres as depicted on the attached PJD maps, and is identified as
NCODT project U-5748, Mitchell Mill Road/Louisburg Road intersection, near the town of Raleigh, Wake County, North
Carolina.

Indicate Which of the Following Apply:
A.PreliminaryDetermination
܈ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 3/10/2020. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination

܆ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
܆ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
܆The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
SAW-2017-00321
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
܆The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at 919-554-4884 ext 32 or
[e-mail].

C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 4/30/2020.
D. Remarks: None.

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)

This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________

Date of JD: 4/30/2020 Expiration Date of JD: Not applicable
SAW-2017-00321
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Property Owner: NCDOT
Chris Rivenbark
Address: 1598 Mail Service Center
Raleigh, NC 27699
Telephone Number: 919-707-6152
E-mail: [e-mail]

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: ACOM, Ron Johnson File Number: SAW-2017-00321 Date: 4/30/2020
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܆ APPROVED JURISDICTIONAL DETERMINATION D
܈ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: James Lastinger
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: James Lastinger , 69 Darlington Avenue, Wilmington, North
Carolina 28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 4/30/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: ACOM, Ron Johnson, 701 Corporate Center
Dr., suite 475, Raleigh, NC 27607
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, U-5748, SAW-2017-00321
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project site encompasses 374
acres as depicted on the attached PJD maps, and is identified as NCODT project U-5748, Mitchell Mill
Road/Louisburg Road intersection, near the town of Raleigh, Wake County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.8860 Longitude: -78.5258
Universal Transverse Mercator:
Name of nearest waterbody: Neuse River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):

܆Office (Desk) Determination. Date:
܈Field Determination. Date(s): March 10, 2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION

SiteNumberLatitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amountof
aquaticresources
inreviewarea
(acreageand
linearfeet,if
applicable
Typeofaquatic
resources(i.e.,
wetlandvs.nonͲ
wetlandwaters)
Geographic
authorityto
whichthe
aquatic
resource“may
be”subject
(i.e.,Section
404orSection
10/404)
WA (PFO) 35.88111900-78.530398000.38acreWetland Section 404
WA (PEM) 35.88111900-78.530398001.53acresWetland Section 404
WB 35.88311400-78.527422000.07acreWetland Section 404
WC (PFO) 35.88392000-78.529644001.08acreWetland Section 404
WC (PEM) 35.88392000-78.529644000.28acreWetland Section 404
WD (PFO) 35.88495900-78.528034001.56acreWetland Section 404
WD (PEM) 35.88495900-78.528034000.68acreWetland Section 404
WE 35.88396700-78.526518000.37acreWetland Section 404
WF 35.89086700-78.524538000.19acreWetland Section 404
WG 35.89027100-78.519316000.23acreWetland Section 404
WH 35.88816400-78.520911000.06acreWetland Section 404
WI 35.88683200-78.524142000.30acreWetland Section 404
WJ 35.88694300-78.522844000.59acreWetland Section 404
WK 35.88438100-78.513233000.10acreWetland Section 404
Neuse River 35.88424700-78.528085001,498LFNon-wetlandSection 404
SA (Per) 35.89053900-78.52846700246LFNon-wetlandSection 404
SA (Int) 35.89107900-78.52814100263LFNon-wetlandSection 404

SB 35.88488300-78.528517003938LFNon-wetlandSection 404
SC 35.88682200-78.525854002163LFNon-wetlandSection 404
SD 35.88937100-78.51992600630LFNon-wetlandSection 404
SE 35.88866300-78.52077400342LFNon-wetlandSection 404
SF (Int) 35.88703800-78.52390500260LFNon-wetlandSection 404
SG (Per) 35.88705100-78.521635001180LFNon-wetlandSection 404
SG (Int) 35.88596600-78.51814300103LFNon-wetlandSection 404
SH 35.88632700-78.52061900116LFNon-wetlandSection 404
SK 35.88418800-78.51328300409LFNon-wetlandSection 404
PA 35.88809300-78.529036000.80acresNon-wetlandSection 404
PB 35.88955400-78.528777000.12acreNon-wetlandSection 404
PC 35.89193500-78.527650000.93acresNon-wetlandSection 404
PD 35.89336300-78.523120000.20acreNon-wetlandSection 404
PE 35.88960700-78.525820001.31acreNon-wetlandSection 404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non-reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit

denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
܈Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: attached delineation map dated March 2020
܈Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
܈Office concurs with data sheets/delineation report.
܆Office does not concur with data sheets/delineation report. Rationale:
܆Data sheets prepared by the Corps:
܆ Corps navigable waters' study:
܈U.S. Geological Survey Hydrologic Atlas:
܈USGS NHD data:
܆USGS 8 and 12 digit HUC maps:
܈U.S. Geological Survey map(s). Cite scale & quad name: Raleigh East, Wake Forest Quads
܈Natural Resources Conservation Service Soil Survey. Citation: NRCS websoil survey
܈National wetlands inventory map(s). Cite name: USFWS NWI
܆State/local wetland inventory map(s):
܈FEMA/FIRM maps: NC FIRM maps
܆100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
܈ Photographs: ܈ Aerial (Name & Date): NC One Map 2015
or ܆ Other (Name & Date):
܆Previous determination(s). File no. and date of response letter:

܆ Other information (please specify):

IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.

Signature and date of Regulatory
staff member completing PJD
4/30/2020

Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable) 1

1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
Louisburg RdTrailhe
a
d
L
n
Solumbra CtThebes DrAndron DrRiver Watch
L
n
Neuse Creek PlR iver Go ld Ln
AVERETTE FIELD DRNeus e R un Ct
Perry CirRamble W
a
y
Perry Creek RdRiver Field DrCarlton DrAverette Hill DrBentley CirLouisburg RdNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-1NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
WAWBLouisburg RdCrossoverAV ERETT
E FIE LD D R
River
G old L
n
Riv er Wate
r
CtLouisburg RdNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-2NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
SHSBSFSCSGNeuseRiverNeuseRiverSGSBSBWCWCWBWEWDWIWIWJWJWDFo r e st Mill Cir
Louisburg RdLouisburg RdTurnbull CtMitchell Mill RdSingleleaf LnRubr a
Cir
Si ngl eleaf Ln
Singleleaf LnMill Bluff CtOld MillRidge CtBerdan CtTarbell CtKr o ll Ct
L ig on Mill R dOld Stone WayForest Mill CirIron Sight CtDechart LnLimber LnMandrel WayOle Neuse TrlRound Oak RdNeuse C rossin g Dr
River Ridge RdNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-3NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
SGSHSKSKSBSGSGWKT unas
StCaliberWoods DrDechart LnSin glele a f L n NotchmillDrRubra
CirTurnbull CtKr o ll Ct Hopper StPinkham WayOpen Sight CtSingleleaf LnEpperly CtLimber LnLadywood CtGlackens CtMitchell Mill RdSatinleaf DrIron Sight CtRou nd O
ak
R
d Meadow Creek LnLongdale DrNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-4NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
PEPAPBPCSGSFSBSASBSESCSBSCWFWIWJWHHorse Shoe Farm RdLigon Mill RdRoundOak RdCasine CtLouisburg RdLouisburg RdBoxer PlOld Stone WayVentura CirRiver Ridge RdVentur
a
Cir
Docks LndgNeuse Banks CtMidnight LnOl e Neu se T rl Neuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-5NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
SBSBSESBSDSBWHWGIron Sight CtLouisburg RdEstey RdMeadowCreek LnTara Ridge RdVentura CirGreat Laurel DrLouisburg RdCaliber Woods DrOpen Sight CtBright Oak TrlBrighton Village DrLowell Ridge RdBrighton Hill LnCohosh CtWorsham DrAtamasco CirMonarda CtSilver Hawk LnWesley Farm DrVentura CirRound Oak RdArgent Valley DrNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-6NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
PDPCSCSASCWFLouisburgRdAUBURN HILLS DRAlthorp DrHovingham WayClava DrNeuse Banks CtMckee DrLigon Mill RdOld Neusiok TrlMidnight LnLyman AveVentura CirNeuse RiverHUC 03020201LegendStudy AreaPondPalustrine Emergent Wetland (PEM)Palustrine Forested Wetland (PFO)Intermittent StreamPerennial StreamCulvertt0 200100FeetJURISDICTIONAL FEATURES AERIAL MAPIntersection Upgrade of US 401 at Ligon Mill Rd/Mitchell Mill Rd in Wake County, NCTIP Project U-5748Div: TIP#Date:Figure5U-5748March 20203-7NORTH CAROLINA DEPARTMENTOF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT DEVELOPMENT ANDENVIRONMENTAL ANALYSIS UNITService Layer Credits: NC Center for Geographic Information & Analysis
SBLouisburg RdAUBURN HILLS DRHartham Park AveHumphreyPlDarton WayLouisburg RdCasp er Cree k Ln
Hollister Hills DrTRE S CO
C RS G
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Pl
Leland
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Clava DrTilton DrCohosh CtNewell LnMckee DrB ur nab y St
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1
Rivenbark, Chris
Subject:FW: [External] Re: U-5748 Atlantic sturgeon concurrence
From: Fritz Rohde ‐ NOAA Federal <[e-mail]>  
Sent: Tuesday, November 2, 2021 10:20 AM 
To: Dilday, Jason L <[e-mail]> 
Subject: [External] Re: U‐5748 Atlantic sturgeon concurrence 

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to 
Report Spam. 

All of those constraints should cover sturgeon concerns   
Fritz 
Sent from my iPhone 

On Nov 1, 2021, at 9:36 AM, Dilday, Jason L <[e-mail]> wrote: 

Fritz, 
I had spoken to you awhile back about the Neuse River and the removal of the Milburnie Dam.  The 
critical habitat as defined stops at the location of the former dam, but now with it gone, there are no 
obvious impediments to upstream movements.  We are currently working on the permit application for 
the improvements of Ligon Mill Road and Mitchell Mill Road with US401 in Wake County.  Along with 
this work, the bridges over the Neuse River on US401 will be widened.  This will result in an additional 
four bents in the water to accommodate the widening.  Currently due to the Neuse being within an 
Identified Stream Reach (ISR) for numerous freshwater mussel species, as well as the Neuse waterdog 
and Carolina madtom, NCDOT has agreed to abide by construction conditions from the USFWS 
Programmatic Biological Opinions for freshwater mussels and Neuse River waterdog/Carolina 
madtom.  Also, WRC has asked for an in‐water work moratorium from February 15‐June 30.  

Are there any additional measures NCDOT should implement in regards to Atlantic sturgeon? 

Jason 

Jason Dilday 
Environmental Program Consultant 
Environmental Coordination & Permitting 
North Carolina Department of Transportation 

919 707 6111 office 
[e-mail] 

1598 Mail Service Center 
Raleigh, NC 27699-1598 

1000 Birch Ridge Drive 
Raleigh, NC 27610 

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary

NORTH CAROLINA
Environmental Quality

October 26, 2021

Mr. Philip S. Harris, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598

Dear Mr. Harris:

Subject: Mitigation Acceptance Letter:

U-5748, US 401 Intersection Improvements at SR 2044 (Ligon Mill Road), SR 2224 (Mitchell Mill Road) and
SR 2006 (Perry Creek Road), Wake County

The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality –
Division of Mitigation Services (NCDEQ-DMS) will provide the buffer mitigation for the subject project. Based on the
information received from you on October 26, 2021, the impacts are located in CU 03020201 of the Neuse River basin
in the Central Piedmont (CP) Eco-Region, and are as follows:

Neuse
03020201
CP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh Zone 1 Zone 2
Impacts
(feet/acres) 0 0 0 0 0 0 65,105.000 51,170.000

All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund.
The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in
the agreed upon method of fund transfer. Upon receipt of the NCDWR’s Buffer Authorization Certification, DMS will
transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of the transfer
payment, NCDOT will have complete its riparian buffer mitigation responsibility for TIP Number U-5748 in Wake
County. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river
basin to determine if available buffer mitigation credits exist prior to procuring new buffer assets. If there are buffer
mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from the NCDOT ILF Program.

If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.

Sincerely,

James B. Stanfill
DMS Asset Management Supervisor

cc: Ms. Amy Chapman, NCDWR – Raleigh
File: U-5748

Jeffrey’s Warehouse Mitigation Site
ONEID 096-003

The Jeffrey’s Warehouse Mitigation Site is located in Wayne County within the USGS hydrologic
unit 03020201 of the Neuse River. NCDOT acquired the 93.16 acre site to mitigate for
unavoidable, jurisdictional impacts associated with TIP R-1030AA. Monitoring requirements
were performed from 2007 to 2011 and the site was closed out in 2012. Table 1 shows the final
mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit
Ledger for use within HUC 03020201. Tables 2-6 indicate all mitigation debits that have occurred
per regulatory agency approval.

In order to offset unavoidable impacts affiliated with U-5748, the Jeffery’s Warehouse
Mitigation Site will be debited 1105 linear ft of credit to offset 552.5 linear feet of impacts
associated with this project. Debits are shown below.

Table 1. Mitigation Quantities Approved

Mitigation
Type Debit Amount Starting
Amount Notes
3020201 Non Riparian Wetland
Restoration
16.23
3020201 Riparian Wetland
Preservation
12.36
3020201 Riparian Wetland
Restoration
3.66
3020201 Stream Restoration 3731
3020201 Buffer Restoration 316507

Table 2. Mitigation Debits – Non Riparian Wetlands
Mitigation Type Debit
Amount Status Site TIP Action ID# Notes
Non Riparian
Restoration
2.76 Close
Out
R-2719A 2008-02460
Non Riparian
Restoration
0.92 Close
Out
B-4304 2004-20510
Non Riparian
Restoration
1.96 Close
Out
R-2814A&B 2008-01316

Table 3. Mitigation Debits – Riparian Wetland Preservation
Mitigation Type Debit Amount Status Site TIP Action ID# Notes
Riparian Wetland
Preservation
3.05 Close Out R-
2814A&B
2008-01316
Riparian Wetland
Preservation
8.61 Close Out R-2554A 2008-00252

Table 4. Mitigation Debits – Riparian Wetland Restoration
Mitigation Type Debit Amount Status Site TIP Action ID# Notes
Riparian Wetland
Restoration
2.49 Close
Out
R-2814A&B 2008-01316
Riparian Wetland
Restoration
0.21 Close
Out
R-2554A
Riparian Wetland
Restoration
0.22 Close
Out
B-4659 2009-01781 2:1 Ratio
Riparian Wetland
Restoration
0.3 Close
Out
I-3318BB Proposed Debit.
NCDOT was
required to mitigate
at a 2:1 ratio
Riparian Wetland
Restoration
0.44 W-5600 0.44 impacts at 1:1
ratio

Table 5. Mitigation Debits – Stream Restoration
Mitigation Type Debit
Amount Status Site TIP Action ID# Notes
Stream Restoration 452 Close
Out
B-3528
226ft@2:1
2008-00153 226ft@2:1
Stream Restoration 61 Close
Out
U-4011 2005-20914
Stream Restoration 25 Close
Out
U-3344A 2003-20445
Stream Restoration 279 Close
Out
EB-4993 2011-00602
Stream Restoration 174 Close
Out
R-3825a 2011-01695
Stream Restoration 20 Close
Out
I-5311/I-
5338
2013-00068
Mitigation Type Debit
Amount Status Site TIP Action ID# Notes
Stream Restoration 151 Close
Out
I-5506 Debit from the
permit
application
Stream Restoration 83 Close
Out
Bridge 277
over Black
Creek on
Old stage Rd
(SR 1006)
Unable to find
documentation
to confirm
Stream Restoration 1222 Close
Out
I-5700 611 @ 2:1
Stream Restoration 1105 Close
Out
U-5748 552.5 ft of
impacts at 2:1
ratio

Table 6. Mitigation Debits – Buffer Restoration
Mitigation
Type
Debit
Amount Status Site TIP Action ID# Notes
Buffer
Restoration
38648 Close
Out
B-4300 2004-20705
Buffer
Restoration
161453 Close
Out
R-2719A 2008-02460
Buffer
Restoration
3653 Close
Out
B-4304 2004-20510
Buffer
Restoration
16398 Close
Out
B-4592 2008-02056
Buffer
Restoration
24458 Close
Out
U-4703 2005-20126
Buffer
Restoration
45558 Close
Out
U-3344A 2003-20445
Buffer
Restoration
11393 Close
Out
Div Proj. SR 1340 2010-00420
Mitigation
Type
Debit
Amount Status Site TIP Action ID# Notes
Buffer
Restoration
2199 Close
Out
DIV Proj SR1204 No action ID due to a non-
reporting NWP14

Buffer
Restoration
3861 Close
Out
I-5311/I5338 2013-00068

Oakwood Cemetery Mitigation Site
ONEID 092-006

The Oakwood Cemetery Site is located in Wake County within the USGS hydrologic unit
03020101 of the Neuse River. NCDOT acquired the site to mitigate for unavoidable, jurisdictional
impacts associated with TIP R-2000ER-2000EA/EB. Table 1 shows the final mitigation quantities
approved for the site. Table 2 indicates all mitigation debits that have occurred per regulatory
agency approval.

To offset unavoidable impacts associated with U-5748, the Oakwood Cemetery mitigation site
will be debited 329 linear of credit to offset 164.5 linear ft of impacts. The table below reflects
the debits

Table 1. Mitigation Quantities Approved
HUC Mitigation Type Starting
Amount Additional Notes
3020101 Stream Restoration 1300

Table 2. Mitigation Debits – Stream Restoration
Mitigation Type Debit
Amount Status SITE TIP Action ID# Notes
Stream Restoration 519 Close Out R-2000ER-
2000EA/EB
199601917
Stream Restoration 329 Close Out U-5748 164.5 ft of impacts at 2:1
ratio

Pancho Wetland
The Pancho Stream and Wetland mitigation site is located on the North and South sides of Stevens Mill
Road, northeast of Newton Grove and South west of Princeton in Wayne County NC. The mitigation site
is adjacent to and including Kennedy Mill Branch, within the Neuse River Basin, Hydrologic Code (HUC)
03020201.
NCDOT has acquired 4.482 acres of riparian wetland credit to offset the impacts associated with future
TIP’s. U-4758 has 0.20 acres of impacts that will be debited at a 2:1 ratio and 0.17 acres of impacts that
will be debited at a 1:1 ratio. This total of 0.57 acres of mitigation is shown in the table below and will be
debited from the Pancho Wetland Mitigation site.

Debits:

Site Name TIP Debit Amount Permit Date Notes Links
Pancho
Wetland
I3306A 0.36 0.18 IMPACTS @ 2:1
Pancho
Wetland
u-4758 0.57 0.20 ac @2:1 0.17 ac
@1:1(IMPACTS)

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH, NC 27610

February 5, 2020

Ms. Tiffani Bylow
Restoration Systems, LLC
1101 Haynes St. Suite 211
Raleigh, North Carolina

RE: Pancho Stream & Wetland Mitigation Bank Contracts Performance Bond
Mitigation Credit Agreement Purchase Contracts #7700002153 & #7700002000
(formerly #6300050227)

Dear Ms. Bylow:

We have received your request for the release in the Contract Performance Bond
regarding the above referenced Contracts. We have the signed Credit Release letter and
Transfer of Credit Affidavits for all purchased credits and the contracts have been
fulfilled. The bond may be released.

Sincerely.

LeiLani Paugh
Mitigation and Modeling Group Supervisor
NCDOT EAU

PANCHO STREAM AND WETLAND MITIGATION BANK
TRANSFER OF CREDIT AFFIDAVIT
Permittee: NC DEPARTMENT OF TRANSPORTATION Project Name: Transportation Improvement Projects
Compensatory Mitigation Credits: __4.482 riparian wetland credits______
Mitigation Site Debited: Pancho Stream & Wetland Mitigation Bank Mitigation Site Info: Located in Wayne County, Neuse River Basin, and Cataloging Unit 03020201 and authorized by the Interagency Review Team (IRT) pursuant to the Pancho Stream & Wetland Mitigation Bank “Mitigation Banking Instrument” (MBI) approved April 12, 2012 (Bank).
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document, associated with the USACE Permittee shown. I also verify that released credits, as approved by the USACE, are currently available at the mitigation site identified above.

Mitigation Sponsor Name: __Restoration Systems, LLC____________
Name of Sponsor’s Authorized Representative: __John Preyer____________

_________________________________ __2/21/2018____
Signature of Sponsor’s Authorized Representative Date of Signature
1
401
540 grubsiuoLdR
esueNreviRgrubsiuoLdR
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MllehctiM
yrrePkeerC
dR Ligon Mill Rd401
esueNreviRForestville Rd2044
2049
2225
2224
2227
2222
22232049
2006
2042
PRESERVE
FARM NATURE
HORSESHOE
CITY OF
RALEIGH
GAS TANK
GUY WIRE
-L- STA 15+50.00BEGIN TIP PROJECT U-5748
BM2
BM5
END TAPER+60.00END TAPER+06.76
BEG
IN TAPER
+96.84
END TAPER+26.51
BEGIN TAPER+61.51
-L- STA. 85+17.14END TIP PROJECT U-5748
PUM '01
PUM '01
PUM '01PUM '01
END
TAPER+75.00
2'-9" C&G
2'-9" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-6" C&G
G&C "6-'2
2'-9" C&G
PUM '01
PUM '01
PUM '01
G&C "6-'2G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
2'-6" C&G END
TAPER+61.84
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G END TAPER LT+97.78 BEGIN TAPER+98.51GREU 350, TL-3
GREU 350, TL-3
2'-6" C&G
4" CONCRETE COVER2'-6" C&G
2'-6" C&G
BEGIN TAPER
+00.00
BEGIN TAPER+75.00 END TAPER+75.00-Y2- STA. 12+00.00BEGIN CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
2'-6" C&G
TAPERBEGIN+63.68
TAPEREND+43.68 TAPERBEGIN+60.00 G&C "6-'2
G&C "6-'2 END TAPER+80.00
END+35.00
BEGIN TAPER+35.00
END TAPER+35.00
BEGIN TAPER+75.00
END TAPER+75.00
BEGIN TAPER+75.00
BEGIN TAPER+35.00
TAPEREND+35.00TAPERBEGIN+35.00
END TAPER+85.00
-Y2-
-Y2-
-Y2-
2'-6" C&G
MEDIAN SHIFT BOTH SIDES
SIDESSHIFT BOTHMEDIAN
END TAPER+15.00
BEGIN TAPER
+15.00
-Y1- STA. 19+14.23END CONSTRUCTION
-Y4- STA. 10+50.00BEGIN CONSTRUCTION
G&C "6-'2
TAPEREND+10.00
BEGIN TAPER+60.00
END TAPER+10.00 BEGIN TAPER+10.00 END TAPER+95.00BEGIN TAPER+05.00BEGIN TAPER+26.51
END TAPER+50.00
BEGIN TAPER+50.00
END TAPER+40.00
END TAPER+90.00
BEGIN TAPER +90.00
END TAPER+25.00
END TAPER+85.00BEGIN TAPER+85.00
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
4" CONCRETE COVER8"x18" CONC. CURB
8"x18" CONC. CURB
8"x18" CONC. CURB8"x18" CONC. CURB
END TAPER+74.83
CURB AND GUTTER TIE TO EXISTING
-DRIVE3- STA. 11+80.00END CONSTRUCTION
RTTAPERBEGIN+47.78
NOISE WALLPROPOSED
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
BEGIN C&G
BEG
IN TAPER+50.00BEGIN TAPER+98.75
C&GEND-Y2-+73.14
C&GBEGIN-Y2-+64.59
-DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
END C&G+10.97 -L-
END C&G+90.94 -L-
BEGIN C&G+26.51 -L-
END C&G+15.92 -L-TAPER RTBEGIN+47.90
+80.00 BEGIN TAPER
BEGIN TAPER+85.00
-3Y-
-2Y-
TO MEET BRIDGE RAIL98.5' SHIFT CURB
2'-6" C&G
END
SHIFT+73.50
-Y3- STA. 11+00.00BEGIN CONSTRUCTION
2'-6" C&G
-SBX-
-SLIP--DRIVE2--1EVIRD-END
TAPER RT+19.09
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
BEGIN C&GSTA. 17+90.00
BEG
IN TAPER+10.00
FACED BARRIERPROPOSED SINGLE
BARRIERSINGLE FACEDREMOVE EXISTING
(KEYED IN)5" MONO. CONC. ISLAND
FACED BARRIERPROPOSED SINGLE
4" CONCRETE COVER
4" CONCRETE COVER
END C&G-DRIVE1-+90.53
BARRIERSINGLE FACEDPROPOSED
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
PROPOSED SINGLE FACED BARRIER
BARRIERFACEDSINGLEPROPOSED
-DRIVE2- STA. 11+40.00
END CONSTRUCTIONBEGIN C&G+44.42 -L-
END C&G+12.81 -L-
TAPEREND+60.10
BEGIN TAPER
POINTACCESS
TIE TO WALLBEGIN FENCE
EXIST R/WEND FENCE
EXIST R/WEND FENCE
TIE TO WALLBEGIN FENCE
POINTACCESS +65END FENCE
EXIST R/WEND FENCE
END C&G+80.00 END TAPER
BEGIN C&G+40.57 -L-+75FENCEBEGIN
154.07' RT-L- +22.41END FENCE
FLAGPOLESDO NOT DISTURB
END S/WEND C&G+25 -Y1-
TIE TO WALLEND FENCE
+20BEG. FENCE
+60END FENCE -DRIVE3-
PROPOSED NOISE WALL
GUARDRAILRETAIN EXISTING
ROCK COLUMNSDO NOT DISTURB
-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G
ISLAND (KEYED IN)
5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)
5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
5' SIDEWALK
5' SIDEWALK
END TAPER
+50.00
BEGIN TAPER+52.00
END TAPER+32.00
TAPEREND +52.25
+90.00BEGIN TAPER
END TAPER+40.00
BEGIN TAPER+00.00
+00.00 TAPERBEGIN
END TAPER+50.00
END TAPER+70.00
BEGIN TAPER+90.00
END TAPER+60.00
BEGIN TAPER+60.00 END TAPER+10.00BEGIN TAPER+10.00
BEGIN TAPER+50.00
END TAPER+75.00
BEGIN TAPER+50.00
END TAPER+95.00
BEGIN TAPER+70.00
+20.00
BEGIN TAPER
END TAPER+90.64
BEGIN TAPER+80.00 END TAPER+50.00
TAPEREND+80.00
TAPEREND+60.00
-Y10- STA. 12+10.00
END CONSTRUCTION
SEE DETAIL SHEET ____
30" VALLEY GUTTER
-Y7- STA. 14+10.00END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
-Y8- STA. 11+08.00END CONSTRUCTION
SIDEWALKEXISTINGTIE TO
GUARDRAILEXISTINGTIE TO END TAPER+06.76
BEGIN
TAPER+56.76
TAPEREND +32.00
TAPERBEGIN +52.00
TAPERBEGIN +10.64
HANDRAIL (TYP)
SHEET OF 27
PERMIT DRAWING
WAKE COUNTY

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\01_U5748_prm_wet_tsh.dgnmeme.buscemiCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANOT TO SCALESee Sheet 1A For Index of Sheets
VICINITY MAP
PROJECT DESIGN ENGINEER
Prepared in the Office of :
PROPOSED SIGNAL
NEIL J. DEAN, P.E.
25 50 10050
25 50 10050
5 1010
10
55
3%
50
DUAL 2%* TTST =1%
PRINCIPAL ARTERIAL
PROJECT LENGTH
PROJECT ENGINEER
U-5748
U-5748See Sheet 1B For Conventional Symbols
NCDOT PROJECT ENGINEER
JENNIFER EVANS, P.E
-L- STA. 26+37 +/-
END BRIDGE
-Y1- STA. 19+14.23
END CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
TO RALEIGH
TO
ROLE
SV
ILLE
TO W AKE FOREST
TO ZEBULON-Y2- STA. 12+00.00
BEGIN CONSTRUCTION
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
FEBRUARY 19, 2021
PROJECT
END
LENGTH STRUCTURE TIP PROJECT U-5748= 0.057 MI
-Y3--Y4-SR 3508
OLD NEUSE TR
SR 2044LIGON MILL RD-Y2-
LOU
ISBURG
RD
U
S
401-L
-S
R
22
24MITCHELL MI
LL RD-Y1-VENTURA CIR-DRIVE1--DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
LELAND DRGREENWAY
NEUSE RIVER
PE
REGIONAL TIER
20
4
5 6 7
8
910 11DARTON WAYNEUSE RI
VERRALEIGH CITY LIMITSCASINE CT-DRI
VE2-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
-L- STA 85+17.14
END TIP PROJECT U-5748-L- STA. 23+38 +/-
BEGIN BRIDGE
-SBX--Y5-EXISTING SIGNALVENTURA CI
R-DRI
VE4-
RI
DGE RDLOWELL-DRI
VE3
--MUP1-

OCTOBER 18, 2022
-SLIP-
MUNICIPAL BOUNDARIES OF THE CITY OF RALEIGH.
A PORTION OF THIS PROJECT IS WITHIN THE
ESTABLISHED USING METHOD III.
CLEARING ON THE PROJECT SHALL BE TO THE LIMITS
PLANS.
ACCESS LIMITED TO POINTS AS SHOWN ON THE
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH
MANDREL WAY
ELIZABETH WARGO, P.E.

50168.2.1 R/W
PROJECT
BEGIN
16
1514
13
12-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
AHEAD = POT -L- STA. 10+00.00
BACK = POT -L1- STA. 73+73.50
EQUALITY
LOUISBURG
RD
US
401
-L1-
-Y10- STA. 12+10.00
END CONSTRUCTIONDRHARNETT -Y10-SR 2006PERRY CREEK RD-Y6-PERRY CREEK RD-Y7--Y7- STA. 14+10.00
END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
TRAILHEAD LN-Y8--Y8- STA. 11+08.00
END CONSTRUCTION
LENGTH ROADWAY TIP PROJECT U-5748= 2.460 MI
TOTAL LENGTH TIP PROJECT U-5748= 2.403 MI
LOCATION: US 401 (LOUISBURG RD) AT SR 2044 (LIGON MILL RD) /
ROAD) INTERSECTION IMPROVEMENTS
SR 2224 (MITCHELL MILL RD) AND SR 2006 (PERRY CREEK
50168.1.1
2022 38,425
2042 58,842
GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES
[phone] - [phone](FAX)
Raleigh, NC 27607
5438 Wade Park Blvd., Suite 200
NC FIRM LICENSE No: F-0342
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 11
SITE 10
SITE 9
SITE 7
SITE 8
SITE 13
SITE 12
SITE 6
1
NOVEMBER 2021
DATE:
SUBMITTAL:25% ROADWAY PLANS
JULY 27, 2021NA 2011NAD 83Submitted 11/5/2021
EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP
CB CB CB CB CB
CB
CB
CB CB CB CB
15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP
CB
CB
CB
CB
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
24" RCP 15" CMP18" RCP
15" RCP 18" CMP15" CMPEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WSOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"ANABEL AREVALO
SHAN D RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP
MARK & DEBORAH COOKE
54" VINYL120" BSTCONC
CONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
CITY OF RALEIGH
CITY OF RALEIGH
CB
CB
CB
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEHOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
EDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ET
A
IN
RETAIN
CB
CB CB CB CB CB CB CB CB
CB CB CB CB
CB
CB CB
CB
CB
CB
CB CB
CB
CB
CB CB CB CB CB
CB
15" CSP15" CSPCB
24" RCP-V
24" CSPCB
COLLAR
ELB
ELB
LUG CONNECTORS
ELBOWS, ROD &
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
ELB
ELB
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V
18" RCP-V
30" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
30" RCP-IV 30" RCP-IV
RCP-V
18"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 24" RCP-V
24" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V DITCH
EXISTING
TIE TO
EST. 5 SY GEOTEXTILE
EST. 1 TONS CLASS B RIP RAP
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
LUG CONNECTORS
ELBOWS, ROD & 24" CSPELB
ELB
RCP-IV
30"
FROM -L- STA. 22+30 LT TO -L- STA. 23+10 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 58 SY GEOTEXTILE
CLASS B RIP RAP
EST. 26 TONS
SEE DETAIL 12
TOE PROTECTION
15" RCP-V CSP30"RCP-IV
30"
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 27+46 RT
C Proposed Ditch
2GI-AFILLFLOWABLE( Not to Scale)
FROM -L- STA. 25+19 RT TO -L- STA. 25+64 RT
FROM -L- STA. 24+08 RT TO -L- STA. 24+32 RT
FROM -L- STA. 25+19 LT TO -L- STA. 25+56 LT
FROM -L- STA. 24+06 LT TO -L- STA. 24+32 LT
GEOTEXTILE
1.0'min.
BANK STABILIZATION
Ground
Natural
3'min.Bent
New Bridge
2.0'
Geotextile= 310 sy Total
Type of Liner= 307 TONS CL II Rip-Rap Total
DETAIL 35
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS I RIP RAP
24" RCP-V
SEE DETAIL 35
BANK STABILIZATION
SEE DETAIL 35
BANK STABILIZATION
GEOTEXTILE
EST. 104 SY
CLASS I RIPRAP
EST. 77 TONS
SEE DETAIL 1
w/ CLASS I RIPRAP
BASE DITCH
LATERAL 2'
EST. 50 SY GEOTEXTILE
EST. 36 TONS CLASS I RIPRAP
SEE DETAIL 24
w/ CLASS I RIPRAP
LATERAL 4' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 23+10 LT TO -L- STA. 23+50 LT
DETAIL 24
b= 5 Ft.
B= 4 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 25+98 RT TO -L- STA. 26+50 RT
DETAIL 1
b= 5 Ft.
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OTCB-3
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 22+18 RT TO -L- STA. 23+71 RT
DETAIL 25
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
SEE DETAIL 25
EST. 115 SY GEOTEXTILE
EST. 68 TONS CLASS I RIPRAP
w/ CLASS I RIPRAP
STANDARD 2' BASE DITCH
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
SITE 1
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
WETLANDS
FILL IN
WETLAND
DENOTES FILL INFF
S
S S S
S
S
S
S
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\02_U5748_prm_wet_psh04.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -MUP1- PROFILE, SEE SHEET NO. 22
FOR -L- PROFILE, SEE SHEET NO. 12ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 GRAPHIC SCALE
0'100'50'50'
2
SEE ENLARGEMENT SHEET 4
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C

U-5748 4
SEE SHEET 5MATCHLINE -L- 30+001
2
3
50
50
4
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP
CB CB CB CB CB
CB
CB
CB CB CB CB
15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP
CB
CB
CB
CB
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
24" RCP 15" CMP18" RCP
15" RCP 18" CMP15" CMPEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WSOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"ANABEL AREVALO
SHAN D RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP
MARK & DEBORAH COOKE
54" VINYL120" BSTCONC
CONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
CITY OF RALEIGH
CITY OF RALEIGH
CB
CB
CB
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEHOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
EDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ET
A
IN
RETAIN
CB
CB CB CB CB CB CB CB CB
CB CB CB CB
CB
CB CB
CB
CB
CB
CB CB
CB
CB
CB CB CB CB CB
CB
15" CSP15" CSPCB
24" RCP-V
24" CSPCB
COLLAR
ELB
ELB
LUG CONNECTORS
ELBOWS, ROD &
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
ELB
ELB
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V
18" RCP-V
30" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
30" RCP-IV 30" RCP-IV
RCP-V
18"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 24" RCP-V
24" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V DITCH
EXISTING
TIE TO
EST. 5 SY GEOTEXTILE
EST. 1 TONS CLASS B RIP RAP
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
LUG CONNECTORS
ELBOWS, ROD & 24" CSPELB
ELB
RCP-IV
30"
FROM -L- STA. 22+30 LT TO -L- STA. 23+10 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 58 SY GEOTEXTILE
CLASS B RIP RAP
EST. 26 TONS
SEE DETAIL 12
TOE PROTECTION
15" RCP-V CSP30"RCP-IV
30"
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 27+46 RT
C Proposed Ditch
2GI-AFILLFLOWABLE( Not to Scale)
FROM -L- STA. 25+19 RT TO -L- STA. 25+64 RT
FROM -L- STA. 24+08 RT TO -L- STA. 24+32 RT
FROM -L- STA. 25+19 LT TO -L- STA. 25+56 LT
FROM -L- STA. 24+06 LT TO -L- STA. 24+32 LT
GEOTEXTILE
1.0'min.
BANK STABILIZATION
Ground
Natural
3'min.Bent
New Bridge
2.0'
Geotextile= 310 sy Total
Type of Liner= 307 TONS CL II Rip-Rap Total
DETAIL 35
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS I RIP RAP
24" RCP-V
SEE DETAIL 35
BANK STABILIZATION
SEE DETAIL 35
BANK STABILIZATION
GEOTEXTILE
EST. 104 SY
CLASS I RIPRAP
EST. 77 TONS
SEE DETAIL 1
w/ CLASS I RIPRAP
BASE DITCH
LATERAL 2'
EST. 50 SY GEOTEXTILE
EST. 36 TONS CLASS I RIPRAP
SEE DETAIL 24
w/ CLASS I RIPRAP
LATERAL 4' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 23+10 LT TO -L- STA. 23+50 LT
DETAIL 24
b= 5 Ft.
B= 4 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 25+98 RT TO -L- STA. 26+50 RT
DETAIL 1
b= 5 Ft.
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OTCB-3
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 22+18 RT TO -L- STA. 23+71 RT
DETAIL 25
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
SEE DETAIL 25
EST. 115 SY GEOTEXTILE
EST. 68 TONS CLASS I RIPRAP
w/ CLASS I RIPRAP
STANDARD 2' BASE DITCH
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
SITE 1
SITE 2
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
WETLANDS
FILL IN
WETLAND
DENOTES FILL INFF
S
S S S
S
S
S
S
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
& IMPACTS IN SURFACE WATER
SITE 2 BANK STABILIZATION
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
SURFACE WATERS
& TEMP. IMPACTS IN
SITE 2 TEMP. WORK PAD
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\03_U5748_prm_wet_psh04.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -MUP1- PROFILE, SEE SHEET NO. 22
FOR -L- PROFILE, SEE SHEET NO. 12ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 GRAPHIC SCALE
0'100'50'50'
3
SEE ENLARGEMENT SHEET 4
170170170175 175175180180180180185185185185185 185185
185
185185185190190190
190
190 190190
190190190
190190 195195195
195
195195195
195195200200
200200200 200200
20020
0
200200
200
200
205
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C

U-5748 4
SEE SHEET 5MATCHLINE -L- 30+001
2
3
50
50
4
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
MON
MON
MON
18" RCPINV=193.92'
INV=193.57'
INV=193.50'
INV=187.04'
18" RCP
INV=195.99'
INV=195.86'
INV=195.41'
INV=188.06'
INV=187.42'
INV=195.52'
TOP=199.68'TOP=199.95'
TOP=199.91'
TOP=199.85'
CB CB
CB
INV=195.52'
CB CB
INV=194.36'
INV=185.75'
INV=197.17'15" RCP
INV=187.18'
INV=196.41'
INV=196.37'15" CMPINV=194.45'
TOP=201.01'
TOP=201.12'
TOP=200.95'
18" CMP
INV=180.12'INV=183.41'
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
INV=185.28'
INV=185.72'
24" RCP180.98
INV=
186.33
INV=15" CMP18" CMP15" CMPEXISTING R/W
EXISTING R/W
SD INV=199.79'
15"INV=196.49'
BST
BST
WD
WD
CONC
MTL
HW/WW
CONC RI
P RAP
WOODS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"S
HAND RAIL
42" MTL
108" BST120" CONC120" CONCCONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'
HW
CONC18" CMPEND BENT=194.47'
U5748 AZ1
RIVERNEUSEBM 1990, PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
181.85
INV=
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
R
E
TA
IN
RETAIN
CB CB CB
CB
CB CB
CB
CB
CB CB
CB
15" CSP15" CSP24" CSPELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
15" RCP-V
15" RCP-V
30" RCP-IV
24" RCP-V
15" RCP-V 24" CSPELB
ELB
RCP-IV
30"CSP30"RCP-IV
30"
FS
2GI-AFILLFLOWABLE24" RCP-V
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLANDS
FILL IN
S
S S
S
S
S
S
S
-L-
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\04_U5748_prm_wet_Site 1-3.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the
NAD 83 / NA 2011ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 4
SITE 2
SITE 1
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
GRAPHIC SCALE
0'20'40'20'
F
F
F
F
F
F
C
C
F
C

U-5748
B-77
B-77 B-77
B-77
B-77
B-77
10REMOVE
REMOVE
REMOVE
REMOVE REMOVE
14 LF
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
170
180
190
200
210
160
SITE 2 - PROFILE VIEW ALONG STRUCTURE
22+00 23+00 24+00 25+00 26+00 27+00 28+00
HORIZ. 1"=50'
VERT. 1"=10'
SCALE
5
(MIN.)
ELEV=177.5'
SURFACE WATER
TEMP. IMPACTS IN
TEMP. WORK PAD &
BANK STABILIZATION
CLASS II RIPRAP
BANK STABILIZATION
CLASS II RIPRAP
EL. 201.86'
-L- STA. 26+37.70
BEGIN GRADE
TO REMAIN
EXISTING BRIDGE
50-YR WSE=192.2'
100-YR WSE=194.4'
(TYP.)
CLASS II RIP RAP (TYP.)
CLASS II RIP RAP
NWSE=175.5'
SKEW = 90 DEGREES
ELEV.=201.44
W/ 2.5' DEEP END BENT CAPS
63" PRESTRESSED CONCRETE GIRDERS
2@91.9', 2@57.4'
CL BRIDGE STA. 24+88 -L-
TO CAP
1.5:1 NORMAL
TO CAP
1.5:1 NORMAL
910131 AND IS, THEREFORE, NOT SHOWN.
PROFILE FOR BRIDGE 911021 IS THE SAME AS FOR
-L-RT_PRO- PROFILE SIMILAR
-L-LT PRO- PROFILE SHOWN
PROPOSED GRADE
(MIN.)
ELEV=177.5'
SURFACE WATER
TEMP. IMPACTS IN
TEMP. WORK PAD &
BANK STABILIZATION
CLASS II RIPRAP
BANK STABILIZATION
CLASS II RIPRAP
@ -L- CENTERLINE
EXISTING GROUND
Submitted 11/5/2021
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130 180
130 180
140 170
140 170
150 160
150 160
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\06_U5748_Rdy_xpl_L_Sta. 22+50.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16200 200
210 210
190 190
200 200
210 210
180 180
22+50.00
190 190
200 200
210
180 180
27+50.00
U-5748
-L-
5 10
X-
210
6
SITE 1
SITE 3
WETLAND
DENOTES FILL INFF
FILL IN WETLAND
FILL IN WETLAND
MECHANIZED CLEARING
SHEET OF 27
PERMIT DRAWING
203.01
EEOP
EEOPEEOP
EEOP 2:10.020201.150.020202.35202.270.020201.220.020
2:1
4:1
3:12:10.024
201.48
EEOP
EEOP
EEOP
EEOP
EXIST
2:1 2:1199.74199.68EXISTEXIST 0.0200.020 EXIST
2:1
187.25
Submitted 11/5/2021
INV=227.51'18" RCPINV=219.86'18" RCPINV=221.52'15" RCPCONC
POOL48" WDBY1-111RIVER RI
DGE RD
19' BSTHORSE SH
OE FAR
M RD 22' BST
CHHCHHCHHEOI24 FO57
6 F
O216 FO72 FO
24 FO50 PR300 PRWOODSWOODSSOILARBORSSHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
15" RCP
15" RCP CB
CBCB
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB15 " RCPCB15" RCPCB
15" CMPDI 18" RCPTOP=219.21'18" RCP18" RCP15" RCP15" HDPEINV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCINV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPCB15"
R
C
P
15" RCP
24" R
CP24" RCP
EIP
EIP
MON
MON
EUE
EUEPDEPDE
PDE
PSEPWEEXISTING R/WMONMONREBAREXISTING R/WEXISTING R/WMEADOWS HOA
WAKE HIGH
PWEEXISTING R/WEXISTIN
G R/WM
ONMON
MON
MON
Svv
48"
W
W W/1SB
W
LT
LT
LT 15" RCPS WD
2SLOGCABIN
GR
FLAG
G
48" CHL 48" CHL48" WW 1SBW
WD
GR
GR
48" CHL1SBRKDWD
W
G
2SFD
48
"WW
1SBW
48"WW 1SBW
30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GRAP
RIP CB(2)MTL
MON
MON
MON
MON
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
U5748 AZ2
BL-103
BY3-116
MONOLITHIC CONC ISLANDUS 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
GRASS
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDBST
CB
DI(2)RCP24"W
MTR
HHHH HHEOI
EOIHHHHMTR
HHHHHHEOIHHEOIEOIEOI
HH
W EOI
EOIEOIHHEOI
H
H
HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
16" DI
16" DI
16" DI
100 PR
144 FO 24 FO
E
MP
T
YEOICBMTL
RIP RAP
POOL
CONC
H/W
CONC
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&
207.38'
TOP=SR 222427' BSTMITCHELL MILL RDR/WEXISTING15"
RCP
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
HW/WW
CONC
72" CONC
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
WOODS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
WOODS
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FOR24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
CAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
WOODS
WOODS
WOODS48" CHLMARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
LLC
PROPERTY
SFR JV-1
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
2GI
2GI
CB
CB
CB CB
CB CB
CB
CB
CB
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DI
DI
DI
DI
DI
DI
CB
CB
DI
DI
24" RCP-V24" RCP-V
30" RCP-VRCP-V24"24" RCP-V
24" RCP-V24" RCP-VREMOVE
LUG
CONNECTORS
ELBOWS, ROD &
15" CSP
ELB
ELB
REMOVEREMOVE
REMOVE
SEE DETAIL 26
BERM V-DITCH
ELB
ELB
24" CSPDI
CB
COLLAR
CB
ADJUST
RETAIN
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15"
RCP-V

15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V
18"
15" RCP-V
RCP-V
18"
REMOVE
RCP-V
24"
OTCB-3
RCP-V 15"RCP-V24"CONNECTORS& LUGELBOWS, RODRETAIN
RCP-V
18"
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
CB 15" RCP-V
CB
ELB
ELB
15" RCP-V
SEE DETAIL 31
EST. 7 SY GEOTEXTILE
EST. 3 TONS CLASS B RIP RAP
W/ CLASS B RIP RAP
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
24" RCP-V
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
RCP-V
15"
RCP-V
15"
P
PLUG & FILL
PLUG & FILL
TB JB w/SLAB LID
HW
CB
EST. 60 SY GEOTEXTILE
EST. 28 TONS CLASS B RIP RAP
DDE=9 CY
SEE DETAIL 4
EST. SLOPE = 0.138 FT/FT
EST. 60 LF
STANDARD V-DITCH
SEE DETAIL 34
V-DITCH
STANDARD
15" RCP-V
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS
2@
78
" RC
P
-VFILLPLUG &DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
REMOVE EXISTING WINGWALLS
FILL EXISTING CULVERT
PLUG INLET AND OUTLET END OF EXISTING CULVERT
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
0529 TO JB AT STRUCTURE 0573.
TIE OUTLET END OF PIPE FROM
24" RCP-V
15" RCP-V
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 4
SITE 5
SITE 6
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 12
S
S
S
S
S
*
**SSS
S
TS TSTS**
-L--Y1--Y4- STA. 17+70.00
END CONSTRUCTION
-SBX-
-SLIP-
-
Y4--Y5-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\07_U5748_prm_wet_psh05.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -Y1- PROFILE, SEE SHEET NO. 17
FOR -SLIP- PROFILE, SEE SHEET NO. 17
FOR -SBX- PROFILE, SEE SHEET NO. 20
PAVEMENT REMOVAL
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,80065,800
95,500
22,200
1,10024,000 2021 ADT
2041 ADT
MITCHELL MILL RD
US 401US-401 57,700
700
26,900
18,200
FOR -Y4- PROFILE, SEE SHEET NO. 19
FOR -Y5- PROFILE, SEE SHEET NO. 20
FOR -MUP1- PROFILE, SEE SHEET NO. 22 FOR DITCH DETAILS, SEE SHEET 5AEliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25.ROW REV. - February. 22, 2021 -Corrected Parcel Number 24 to 23 near -SBX- PT Sta. 10+69.61. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Eliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Parcel 24: Rev. R/W, rev PDE, added DUE, added PUE. Parcel 25: Rev. PUE. Parcel 50: Rev. R/W. ROW REV. - March 2, 2021 - Parcel 4-Rev. PUE, Added R/W. Parcel 5: Rev. PUE, Added R/W. Parcel 7: Rev. PUE. Parcel 8: Rev. PUE. Parcel 9: Rev. PUE. Parcel 23: Corrected Parcel 24 to parcel 23 near -SBX- PT Sta. 10+69.61. Rev. R/W. SEE ENLARGEMENT SHEET 10
SEE ENLARGEMENT SHEET 11
7
F
C
F
C
C
C
C
C
F
C C
F F
CCCCCCCCFFFC C
C
C
F
F C
F
F
C
C
C
F
F
F
F
F
F
F

U-5748 5
SEE SHEET 4MATCHLINE -L- 30+00SEE SHEET 6MATCHLINE -L- 44+00SEE SHEET 9
MATCHLINE -Y1- STA 13+50 SEE ABOVEMATCHLI
NE -Y4- STA 12+00MATCHLI
NE -Y4- STA 12+00SEE I
NSET (THI
S SHEET)
DB 3898 PG 863
DB 4318 PG 64
LINDA SMITH
MB 1978 PG 930
MB 1974 PG 489EIP
MONEIPN 8
4°0
3'2
3" W10
5.7
8'
N 8
5°45'03" W90.11'EXISTING R/WEIPDB 4623 PG 494
CAROLYN PARKER
MB 1974 PG 489
JOAN STUTTS
ANTHONY &
DB 4623 PG 494
CAROLYN PARKER
CHORD
4
5
7
8
9
23
23
23
25
6
50 0202EXI
STEXI
ST-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
11'11'-4Y-30'R
30'R POT St
a. 10+00.00GREU 350, TL-3
GREU 350, TL-3
CR
CR
CR
CR
CR
B-773035 4015
151015REMOVEREMOVE
14 LF
REMOVE
JB w/SLAB LID CCCCCSubmitted 11/5/2021
185185
185185
190190190195195195
195195195200200200
200
200200200
200200200
205205205205205 2052
0
5
2
0
5
205
205
2
05
205205205205
2102102102102102
1
0
210
2102102
1
0
21
0
215215215215215215215
215
2
1
5
215
22022022022
0
220 220
220220220220
220225225225225
2252302
3
0
230
23
0 230230 235245INV=227.51'18" RCPINV=219.86'18" RCPINV=221.52'15" RCPCONC
POOL48" WDBY1-111RIVER RI
DGE RD
19' BSTHORSE SH
OE FAR
M RD 22' BST
CHHCHHCHHEOI24 FO57
6 F
O216 FO72 FO
24 FO50 PR300 PRWOODSWOODSSOILARBORSSHEET OF 27
PERMIT DRAWING
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
15" RCP
15" RCP CB
CBCB
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB15 " RCPCB15" RCPCB
15" CMPDI 18" RCPTOP=219.21'18" RCP18" RCP15" RCP15" HDPEINV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCINV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPCB15"
R
C
P
15" RCP
24" R
CP24" RCP
EIP
EIP
MON
MON
EUE
EUEPDEPDE
PDE
PSEPWEEXISTING R/WMONMONREBAREXISTING R/WEXISTING R/WMEADOWS HOA
WAKE HIGH
PWEEXISTING R/WEXISTIN
G R/WM
ONMON
MON
MON
Svv
48"
W
W W/1SB
W
LT
LT
LT 15" RCPS WD
2SLOGCABIN
GR
FLAG
G
48" CHL 48" CHL48" WW 1SBW
WD
GR
GR
48" CHL1SBRKDWD
W
G
2SFD
48
"WW
1SBW
48"WW 1SBW
30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GRAP
RIP CB(2)MTL
MON
MON
MON
MON
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
U5748 AZ2
BL-103
BY3-116
MONOLITHIC CONC ISLANDUS 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
GRASS
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDBST
CB
DI(2)RCP24"W
MTR
HHHH HHEOI
EOIHHHHMTR
HHHHHHEOIHHEOIEOIEOI
HH
W EOI
EOIEOIHHEOI
H
H
HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
16" DI
16" DI
16" DI
100 PR
144 FO 24 FO
E
MP
T
YEOICBMTL
RIP RAP
POOL
CONC
H/W
CONC
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&
207.38'
TOP=SR 222427' BSTMITCHELL MILL RDR/WEXISTING15"
RCP
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
HW/WW
CONC
72" CONC
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
WOODS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
WOODS
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FOR24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
CAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
WOODS
WOODS
WOODS48" CHLMARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
LLC
PROPERTY
SFR JV-1
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
2GI
2GI
CB
CB
CB CB
CB CB
CB
CB
CB
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DI
DI
DI
DI
DI
DI
CB
CB
DI
DI
24" RCP-V24" RCP-V
30" RCP-VRCP-V24"24" RCP-V
24" RCP-V24" RCP-VREMOVE
LUG
CONNECTORS
ELBOWS, ROD &
15" CSP
ELB
ELB
REMOVEREMOVE
REMOVE
SEE DETAIL 26
BERM V-DITCH
ELB
ELB
24" CSPDI
CB
COLLAR
CB
ADJUST
RETAIN
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15"
RCP-V

15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V
18"
15" RCP-V
RCP-V
18"
REMOVE
RCP-V
24"
OTCB-3
RCP-V 15"RCP-V24"CONNECTORS& LUGELBOWS, RODRETAIN
RCP-V
18"
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
CB 15" RCP-V
CB
ELB
ELB
15" RCP-V
SEE DETAIL 31
EST. 7 SY GEOTEXTILE
EST. 3 TONS CLASS B RIP RAP
W/ CLASS B RIP RAP
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
24" RCP-V
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
RCP-V
15"
RCP-V
15"
P
PLUG & FILL
PLUG & FILL
TB JB w/SLAB LID
HW
CB
EST. 60 SY GEOTEXTILE
EST. 28 TONS CLASS B RIP RAP
DDE=9 CY
SEE DETAIL 4
EST. SLOPE = 0.138 FT/FT
EST. 60 LF
STANDARD V-DITCH
SEE DETAIL 34
V-DITCH
STANDARD
15" RCP-V
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS
2@
78
" RC
P
-VFILLPLUG &DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
REMOVE EXISTING WINGWALLS
FILL EXISTING CULVERT
PLUG INLET AND OUTLET END OF EXISTING CULVERT
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
0529 TO JB AT STRUCTURE 0573.
TIE OUTLET END OF PIPE FROM
24" RCP-V
15" RCP-V
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
SITE 4
SITE 5
SITE 6
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 12
S
S
S
S
S
*
**SSS
S
TS TSTS**
-L--Y1--Y4- STA. 17+70.00
END CONSTRUCTION
-SBX-
-SLIP-
-
Y4--Y5-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\08_U5748_prm_wet_psh05.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -Y1- PROFILE, SEE SHEET NO. 17
FOR -SLIP- PROFILE, SEE SHEET NO. 17
FOR -SBX- PROFILE, SEE SHEET NO. 20
PAVEMENT REMOVAL
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,80065,800
95,500
22,200
1,10024,000 2021 ADT
2041 ADT
MITCHELL MILL RD
US 401US-401 57,700
700
26,900
18,200
FOR -Y4- PROFILE, SEE SHEET NO. 19
FOR -Y5- PROFILE, SEE SHEET NO. 20
FOR -MUP1- PROFILE, SEE SHEET NO. 22 FOR DITCH DETAILS, SEE SHEET 5AEliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25.ROW REV. - February. 22, 2021 -Corrected Parcel Number 24 to 23 near -SBX- PT Sta. 10+69.61. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Eliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Parcel 24: Rev. R/W, rev PDE, added DUE, added PUE. Parcel 25: Rev. PUE. Parcel 50: Rev. R/W. ROW REV. - March 2, 2021 - Parcel 4-Rev. PUE, Added R/W. Parcel 5: Rev. PUE, Added R/W. Parcel 7: Rev. PUE. Parcel 8: Rev. PUE. Parcel 9: Rev. PUE. Parcel 23: Corrected Parcel 24 to parcel 23 near -SBX- PT Sta. 10+69.61. Rev. R/W. 8
SEE ENLARGEMENT SHEET 11
SEE ENLARGEMENT SHEET 10
F
C
F
C
C
C
C
C
F
C C
F F
CCCCCCCCFFFC C
C
C
F
F C
F
F
C
C
C
F
F
F
F
F
F
F

U-5748 5
SEE SHEET 4MATCHLINE -L- 30+00SEE SHEET 6MATCHLINE -L- 44+00SEE SHEET 9
MATCHLINE -Y1- STA 13+50 SEE ABOVEMATCHLI
NE -Y4- STA 12+00MATCHLI
NE -Y4- STA 12+00SEE I
NSET (THI
S SHEET)
DB 3898 PG 863
DB 4318 PG 64
LINDA SMITH
MB 1978 PG 930
MB 1974 PG 489EIP
MONEIPN 8
4°0
3'2
3" W10
5.7
8'
N 8
5°45'03" W90.11'EXISTING R/WEIPDB 4623 PG 494
CAROLYN PARKER
MB 1974 PG 489
JOAN STUTTS
ANTHONY &
DB 4623 PG 494
CAROLYN PARKER
CHORD
4
5
7
8
9
23
23
23
25
6
50 0202EXI
STEXI
ST-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
11'11'-4Y-30'R
30'R POT St
a. 10+00.00GREU 350, TL-3
GREU 350, TL-3
CR
CR
CR
CR
CR
B-773035 4015
151015REMOVEREMOVE
14 LF
REMOVE
JB w/SLAB LID CCCCCSubmitted 11/5/2021
910 CY DDE
PROP. EXCAVATION
60 CY DDE
PROP. EXCAVATION
55 CY DDE
PROP. EXCAVATION
10 CY DDE
PROP. EXCAVATION
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 30+50 RT TO -L- STA. 30+92 RT
Type of Liner= Class B Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 4
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 5 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RIA
BL
E 4:
1 4:1
2:1 MA
X
w
w= 6 Ft.
2:1 MA
X
( Not to Scale)
3:1
3:1D
B
b
LATERAL BASE DITCH w/HINGE
0.020 ft/ft
FROM -L- STA. 35+07 RT TO -L- STA. 38+65 RT
DETAIL 2
Ground
Natural
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
V
A
RIA
BL
E
w
w= 3 Ft.
FROM -L- STA. 41+40 RT TO -L- STA. 42+00 RT
FROM -L- STA. 39+00 RT TO -L- STA. 40+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:
1
b
( Not to Scale)
D
3:13:1
BERM 'V' DITCH
FROM -L- STA. 40+85 LT TO -L- STA. 42+50 LT
DETAIL 26
b= 5 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y5- STA. 11+00 RT TO -Y5- STA. 12+50 RT
Min. D= 1 Ft.
DETAIL 33
Ground
Natural
Flatter3:1 or
Slope
Fill
4:
1 4:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 30+10 RT TO -L- STA. 30+49 RT
Min. D= 1 Ft.
DETAIL 34
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
b
b= 10 Ft.4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+59 LT TO -L- STA. 42+69 LT
FROM -L- STA. 42+50 LT TO -L- STA. 42+59 LT
DETAIL 31
GROUND
NATURAL
D
D = 1 Ft.
d
Geotextile
d= 1 Ft.
Type of Liner= Class B Rip Rap
DETAIL 36
INLET CHANNEL IMPROVEMENT
-L- STA. 38+37 RT
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
1' SILL ON NORTH BARREL
DITCH
PROPOSED
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
EXCAVATION
DITCH
DRAINAGE
BOTTOM
STREAM CHANNEL
2:
1
2:1TO ELEV=219.0'
CLASS I RIP RAP (TYP.)
TO ELEV=219.0'
(TYP.)
CLASS I RIP RAP
13'
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
TO ELEV=193.0'
CLASS I RIP RAP (TYP.)
2:
1
BOTTOM
STREAM CHANNEL2:1TO ELEV=193.0'
(TYP.)
CLASS I RIP RAP
9'
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
1' SILL ON NORTH BARREL
OUTLET CHANNEL IMPROVEMENT
DETAIL 37
-L- STA. 33+92 LT
OUTLET CHANNEL IMPROVEMENT
DETAIL 44
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
-Y5- STA. 11+41 LT
BOTTOM
STREAM CHANNEL
TO ELEV=193.5'
(TYP.)
CLASS I RIP RAP
2:15'
TO ELEV=193.5'
CLASS I RIP RAP (TYP.)
2:
1
2:1 or FLATTER
BOTTOM
STREAM CHANNEL
SEE DETAIL 37
OUTLET CHANNEL IMPROVEMENT
TO APPROX. ELEV=188.2'
(TYP.)
CLASS I RIP RAP
INLET CHANNEL IMPROVEMENT
DETAIL 43
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
-Y4- STA. 16+26 LT
5'
BOTTOM
STREAM CHANNEL4:16:1
APPROX. ELEV=193.2'
GROUND SLOPE
FOLLOW EXISTING
ELEV=197.5'CLASS I RIP RAP (TYP.)CLASS I RIP RAP (TYP.)
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\09_U5748_prm_wet_psh05A.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONS FOR DITCH PLANS, SEE SHEET 5
9

U-5748 5A
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 30+50 RT TO -L- STA. 30+92 RT
Type of Liner= Class B Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 4
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 5 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RIA
BL
E 4:
1 4:1
2:1 MA
X
w
w= 6 Ft.
2:1 MA
X
( Not to Scale)
3:1
3:1D
B
b
LATERAL BASE DITCH w/HINGE
0.020 ft/ft
FROM -L- STA. 35+07 RT TO -L- STA. 38+65 RT
DETAIL 2
Ground
Natural
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
V
A
RIA
BL
E
w
w= 3 Ft.
FROM -L- STA. 41+40 RT TO -L- STA. 42+00 RT
FROM -L- STA. 39+00 RT TO -L- STA. 40+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:
1
b
( Not to Scale)
D
3:13:1
BERM 'V' DITCH
FROM -L- STA. 40+85 LT TO -L- STA. 42+50 LT
DETAIL 26
b= 5 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y5- STA. 11+00 RT TO -Y5- STA. 12+50 RT
Min. D= 1 Ft.
DETAIL 33
Ground
Natural
Flatter3:1 or
Slope
Fill
4:
1 4:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 30+10 RT TO -L- STA. 30+49 RT
Min. D= 1 Ft.
DETAIL 34
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
b
b= 10 Ft.4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+59 LT TO -L- STA. 42+69 LT
FROM -L- STA. 42+50 LT TO -L- STA. 42+59 LT
DETAIL 31
GROUND
NATURAL
D
D = 1 Ft.
d
Geotextile
d= 1 Ft.
Type of Liner= Class B Rip Rap
DETAIL 36
INLET CHANNEL IMPROVEMENT
-L- STA. 38+37 RT
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
910 CY DDE
PROP. EXCAVATION
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
1' SILL ON NORTH BARREL
DITCH
PROPOSED
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
EXCAVATION
DITCH
DRAINAGE
BOTTOM
STREAM CHANNEL
2:
1
2:1TO ELEV=219.0'
CLASS I RIP RAP (TYP.)
TO ELEV=219.0'
(TYP.)
CLASS I RIP RAP
13'
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
TO ELEV=193.0'
CLASS I RIP RAP (TYP.)
2:
1
BOTTOM
STREAM CHANNEL2:1TO ELEV=193.0'
(TYP.)
CLASS I RIP RAP
9'
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
1' SILL ON NORTH BARREL60 CY DDE
PROP. EXCAVATION
OUTLET CHANNEL IMPROVEMENT
DETAIL 37
-L- STA. 33+92 LT
OUTLET CHANNEL IMPROVEMENT
DETAIL 44
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
-Y5- STA. 11+41 LT
BOTTOM
STREAM CHANNEL
TO ELEV=193.5'
(TYP.)
CLASS I RIP RAP
2:15'
TO ELEV=193.5'
CLASS I RIP RAP (TYP.)
2:
1
2:1 or FLATTER
BOTTOM
STREAM CHANNEL
SEE DETAIL 37
OUTLET CHANNEL IMPROVEMENT
TO APPROX. ELEV=188.2'
(TYP.)
CLASS I RIP RAP
55 CY DDE
PROP. EXCAVATION
INLET CHANNEL IMPROVEMENT
DETAIL 43
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
-Y4- STA. 16+26 LT
5'
BOTTOM
STREAM CHANNEL4:16:1
APPROX. ELEV=193.2'
GROUND SLOPE
FOLLOW EXISTING
ELEV=197.5'CLASS I RIP RAP (TYP.)CLASS I RIP RAP (TYP.)
10 CY DDE
PROP. EXCAVATION
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
MON
6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=190.86'
CUL1
HW1
CUL2
CE1
HW/WW
CONC15" CMP
UNK
END
15" RCP
CB
CB
15" RCP
CB
CB 15" RCP15" RCPCB
24" RCP
EXISTING R/WMONREBARM
ONMON
MON
MONvv30" C&G30" C&GWOODS
WOODS
HW/WW
CONC
U5748 AZ2
BY3-116
US 401 SB/LOUISBURG RD 47' BST
GRASS30" C&G
30" C&G
30" C&G30" C&G
30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDCBW MTR
HH HHEOI
EOIHHHHMTR
HHHHHHEOIEOIWEOI HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
100 PR
JENNIFER PARIS
EDWARD PARIS III &
DEVINCENZO
BRUCE & SONDRA
24" RCPCB
WOODS
60" RCPFB B S T
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
2GI
2GI
CB
CBCB24" RCP-V
LUG
CONN
ECTORS
ELBOWS
, ROD
&

15"
CSP
ELB
ELB
REMOVEREMOVE
CB
15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V 15"
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
15" RCP-V
CB
ELB
ELB
15" RCP-V
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
PLUG & FILL
PLUG & FILLHW
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS FILLPLUG &EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
24" RCP-V
15" RCP-V
SS
S
S
TS
TSTSNAD 83 / NA 2011
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 4
SITE 5
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
10
GRAPHIC SCALE
0'20'40'20'
C
F
C
C
CCFCC
F C
F
F
C
F
F
F
F
F
5
6
CR
CR
CR 3515
10RE MOVE11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\10_U5748_prm_wet_Site 4-5meme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSU-5748 #ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 SHEET 2 OF __PERMIT DRAWING
[phone]
Raleigh, NC 27607
5438 Wade Park Blvd, Suite 200
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWINGHW1CUL
1CUL
2
CE1
HW/WW
CONC
CB
15" CMPDI
TOP=219.21'18" RCP18" RCP15" HDPE8 " PVCINV=226.56'TOP=233.91'TOP=230.76'PDES
48
"WW
1SBW
48"WW 1SBWMON
MON
MONWOODS
WOODS
BL-103
US 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
30" C&G
30" C&G
30" C&G
207.38'
TOP=
BM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
10
4
;
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
72" CHL
REMOVE
CB
CB
CB
CB
DI
DI
DI
CB 24" RCP-VREMOVE
ELB
ELB
24" CSPDI
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V
REMOVE
CONNECTORS& LUGELBOWS, RODSEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
P
CB
15" RCP-V
2@
78
" RC
P
-V
DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
S
S
S
S
S
*
**
**
-L-
-SLIP-
NAD 83 / NA 2011
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 6
WETLAND
DENOTES FILL INFFSSSURFACE WATER
DENOTES IMPACTS IN
11
SITE 12
GRAPHIC SCALE
0'20'40'20'
C
F

23
23
B-77
JB w/SLAB LID
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\11_U5748_prm_wet_Site 6-12.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSU-5748 #ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 SHEET 2 OF __PERMIT DRAWING
[phone]
Raleigh, NC 27607
5438 Wade Park Blvd, Suite 200
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
185
190
195
200
205
180
SITES 4 & 5 - PROFILE VIEW ALONG STRUCTURE
0 +50 [phone]
12
-150-200
HORIZ. 1"=50'
VERT. 1"=5'
SCALE
EXISTING GROUND @ PROPOSED CL
3.3:1 (SKEWED)
3:1 (NORMAL)0.030.02
PROPOSED STREAM BED
SKEW = 48
PROP. G.P. ELEV. = 204.21'
72" RCP w/ 1' BURIED
-Y5- STA. 11+82
O
SKEW = 118
PROP. G.P. ELEV. = 204.78'
-Y4- STA. 15+73
O
6.5:1 (SKEWED)
6:1 (NORMAL)
L
SLOPE = 2.6%
C INV. ELEV.= 189.5'
WSE = 197.7'
PROP. 100-YR
WSE = 197.3'
PROP. 25-YR
+/- 192.6'
NWSE WSE
Submitted 11/5/2021
PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
180
190
200
210
220
170
HORIZ. 1"=50'
VERT. 1"=10'
SCALE
SITES 4 & 6 - PROFILE VIEW ALONG STRUCTURE
0 +100 +200 [phone] +400
13
PROP. G.P. ELEV. =203.11'
-L- LT STA 35+34
0.025 0.025
PROP. G.P. ELEV. =203.27'
-L- RT STA 35+87
0.025
0
.02
0.025 0.02
SKEW = 46
PROP. G.P. ELEV. = 202.78'
-SBX- STA. 13+83
O
SKEW = 46
PROP. G.P. ELEV. = 203.28
-SLIP- STA. 10+30
O
EXISTING GROUND @ PROPOSED CL
@ PROPOSED C
PROPOSED GROUND
L
APPROX. 3:1 (SKEWED)
APPROX. 20:1 (NORMAL)
+/- 193.5'
NWSE WSE
PROPOSED STREAM BED
L
SLOPE = 0.9%
C INV. ELEV.= 186.7'
WSE = 195.9'
PROP. 100-YR
WSE = 195.7'
PROP. 50-YR
SKEW = 46
1' FLOOD BENCH AT SOUTH BARREL
BURIED 1'
2@78" PIPES W/HEADWALL
-L- STA 35+21
O
REMOVE EXISTING 6x7 RCBC
NO EXISTING TOP OF BANK.
CULVERT PLACED IN NEW LOCATION.
NOTE:
Submitted 11/5/2021
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120
130
130
140
140
150
150
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\14_U5748_Rdy_xpl_L_Sta. 39+00.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16200 200
210 210
190 190
39+00.00
X-13U-5748
-L-
5 10
160 170 180 190
160 170 180 190
220
230
220
230
14
SITE 6
WETLAND
DENOTES FILL INFF
210
200
220
190
230 230
220
210
200
190
39+50.00
MECHANIZED CLEARING
F
SHEET OF 27
PERMIT DRAWING
210.28
EEOPEEOP
EEOPEEOP
2:10.020209.460.0202:10.020 0.020 0.020 0.020 0.020 208.990.0200.020
191.76
212.06
EEOPEEOP
EEOPEEOP 210.89211.160.020 0.020
2:12:10.0200.0200.020 0.0200.0200.011
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
INV=233.71'
INV=240.83'30" RCPINV=243
.09
'36" RCPTOP=249.98
'DI
30" RCPDI
24" RCP
15" RCP
TOP=232.49'15" RCP15" RCP 15" RCP15
" RCP6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
EIP
MON
DI
MON
MON
MON
EIP
EIP
TOP=231.45'
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
UNK
END
48" CHL
48" WW 1SBW
48" WW 1SBW
48" C
HL
C
O
N
C
48" CHL
15" CMP
15"
R
C
P
2SFD
G
S
W
BST
CONCCONC
GR
1SBRKD 48" I
RONCONC 15" RCPS
1SFD
CONC
CONC
1SFD
S
LT
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48" CHL
48" WW 1SBW
G
S
BST
CONC
RIP RAP
RISER
TOP=249.73
'
WOODS
WOODS
RIP RAP
RI
P RAP
HW/WW
CONC
NCDOT
BL-104
BL-105
B
Y3-120
GRASSSR 35
08 OLD NEUSE TRL 17' BSTBST
MONOLITHIC CONC ISLAND BSTUS 401 SB/LOUISBURG RD 29' BST
GRASS
WOODS
TC
TC
HHEOI
EOI
HHC
CHH
CTT
W
HH HH
MTR
LS
2
4 F
O
24
F
O16" DI
16" DI
100
PR
100 PR
100 PR
24 FO
48 FO16" DI
2SFD
DI
DI
8"PVC
WELL
48"CHLGARY & MARY MUSSERBY4-125FLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH 24' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/W18" CMPBOTTOM BOX=244.54
'
8" DIP
I
NV=240.15'
48
" CHL
36" RCP
INV=245.06'
INV=245.16'12" RCP1
2
" RCP
TOP=248.66
'
TOP=240.16'
INV=232.48'
INV=232.60
'
INV=242.20
'
INV=242.00
'
INV=242.99'15" RCPWD WALL
BST
MICHAEL J. WENG
LEIGH ANN STROUD
AND WIFE,
MICHAEL D. STROUD, JR.
REBAR
EIP
REB
AR
REBAR
E
XIS
TI
N
G
R/WE
XIS
TIN
G
R/WEXISTING R/W
EXISTING R/W
DIP ENCASEMENT PIPEAERIAL CROSSING;EXISTING R/W;CTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRECASINE CT 20'
BSTJUNIUS WYNDER JR. &
LORETTA WYNDER24" RCP60" CHLSALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
WOODS
49.84'
RIDOUT
JAMES & TERECA
8" DIP
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
FLOWABLE FILLREMOVE
REMOVE
( Not to Scale)
3:13:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 46+59 RT TO -L- STA. 49+26 RT
DETAIL 8
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
CB
DI
CB
CB
CB
CB
CB
CB
CB CB
CB
2GI
CBCB
2GI
CB
FS
SEE DETAIL 8
LATERAL V-DITCH
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DETAIL 9
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RT
Min. D= 1 Ft.
DETAIL 10
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 10
SPECIAL LATERAL V-DITCH
DI
DI
DI
DIDI
DI
DI
DI DI
DI
30" RCP-VREMOVE 30" RCP-V24" RCP-V2GI-D
RCP-V
15"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 18" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
30" RCP-V
30" RCP-V FLOWABLE FILL2GI-A
REMOVE
RETAINCB
CB
CB
CB
HW
ENDWALL
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 52+80 LT TO -L- STA. 54+77 LT
DETAIL 13
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
30" RCP-V30" RCP-V
DRA
IN
TO
GRAD
E
DRAIN
GRADE TO
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 57+02
-L- Sta. 53+96
DETAIL 11
C Proposed Ditch
FS
FROM -L- STA. 53+37 RT TO -L- STA. 58+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V

15" RCP-V
15" RCP-V
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
15" RCP-V
DRAIN
GRADE TO
REMOVE
REMOVEREMOVE
TO DRAIN
GRADE
REMOVE RCP-V 18"RCP-V
18"
16 LF
REMOVE
GEOTEXTILE
EST. 7 SY
CLASS B RIP-RAP
EST. 2 TONS
ELB
ELB
JB w/MH
ELB
ELB
SEE DETAIL 12
EST. 120 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 60 TONS
TOE PROTECTION
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
2:1 MA
X
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 3 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RI
A
B
LE 4:14:1
w
w= 6 Ft.
CB
FS 2GI
SEE DETAIL 31EST. 7 SY GEOTEXTILEEST. 3 TONS CLASS B RIP RAPW/ CLASS B RIP RAPSPECIAL BACK OF CURB CUT DITCH
48" WELDED STEEL TRENCHLESS INSTALLATION18" RCP-V
CONNECTORS
LUG
ROD &
ELBOWS,
15" CSP
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
CLASS I RIP RAP
EST. 295 TONS
LATERAL 8' BASE DITCH
RCP-V
18"
30" RCP-V
RCP-V
30"FLOWABLE FILL48" RC P-V48" RCP-V48" RCP-V48" RCP-VREMOVE
SEE DETAIL 9
BASE DITCH
LATERAL 2'
(Variable)
Channel Bed
SEE DETAIL 13
BASE DITCH
LATERAL 2'
JB w/MH
48" RCP-V
SEE DETAIL 42
HEAD BASE DITCH
B
3:120:1D
( Not to Scale)
HEAD BASE DITCH
STA. 54+80 LT
DETAIL 42
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
Est. 8 CY DDE
Length = 19 LF
(Variable)
Channel Bed
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 13
S
S
S
TS
S
TS
-L-
-L--2Y--DRIVE2- STA. 11+40.00
END CONSTRUCTION-DRIVE2-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\15_U5748_prm_wet_psh06.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD
83 / NA 2011
FOR -Y2- PROFILE, SEE SHEET NO. 18
-L-
FOR -L- PROFILE, SEE SHEET NO. 14
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,800
1,000
1,600
13,800
16,500
10,100
65,800
95,500
2021 ADT
2041 ADT20,000
57,700
-Y2-
-L--L-
FOR -DRIVE2- PROFILE, SEE SHEET NO. 21
FOR -DRIVE4- PROFILE, SEE SHEET NO. 22 GRAPHIC SCALE
0'100'50'50' 15
SEE ENLARGEMENT SHEET 17
C F
F CC
F
FCCCCCCC
F
F
F
F
FF
F
F
C
C
C
C
F
C
CC C
C F
FF

U-5748 6
SEE SHEET 5MATCHLINE -L- STA 44+00SEE SHEET 11
MATCHLINE -Y2- STA 31+00
SEE SHEET 7MATCHLINE -L- STA 58+10CHORD
10
11
12
9
13
14
15
23
26
27
23
29
30
31
44
AT-1
AT-1
B-77
B-77
CR
CR45 505510
JB w/MH
48" RCP-IV
LENGTH= 10 LF
EST. 32 SY GEOTEXTILE
CLASS B RIP RAP
EST. 14 TONS,
SEE DETAIL 30
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 54+77 LT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 30
1.25'
Min. depth= 1 Ft.
Type of Liner= CL B Rip-Rap - Keyed-In
3' min.
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-DRIVE3- STA. 12+21 RT
-L- STA. 53+37 RT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 39
1.5'
Min. depth= 1.5 Ft.
Type of Liner= CL I Rip-Rap - Keyed-In
6' min.
Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
INV=233.71'
INV=240.83'30" RCPINV=243
.09
'36" RCPTOP=249.98
'DI
30" RCPDI
24" RCP
15" RCP
TOP=232.49'15" RCP15" RCP 15" RCP15
" RCP6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
EIP
MON
DI
MON
MON
MON
EIP
EIP
TOP=231.45'
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
UNK
END
48" CHL
48" WW 1SBW
48" WW 1SBW
48" C
HL
C
O
N
C
48" CHL
15" CMP
15"
R
C
P
2SFD
G
S
W
BST
CONCCONC
GR
1SBRKD 48" I
RONCONC 15" RCPS
1SFD
CONC
CONC
1SFD
S
LT
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48" CHL
48" WW 1SBW
G
S
BST
CONC
RIP RAP
RISER
TOP=249.73
'
WOODS
WOODS
RIP RAP
RI
P RAP
HW/WW
CONC
NCDOT
BL-104
BL-105
B
Y3-120
GRASSSR 35
08 OLD NEUSE TRL 17' BSTBST
MONOLITHIC CONC ISLAND BSTUS 401 SB/LOUISBURG RD 29' BST
GRASS
WOODS
TC
TC
HHEOI
EOI
HHC
CHH
CTT
W
HH HH
MTR
LS
2
4 F
O
24
F
O16" DI
16" DI
100
PR
100 PR
100 PR
24 FO
48 FO16" DI
2SFD
DI
DI
8"PVC
WELL
48"CHLGARY & MARY MUSSERBY4-125FLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH 24' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/W18" CMPBOTTOM BOX=244.54
'
8" DIP
I
NV=240.15'
48
" CHL
36" RCP
INV=245.06'
INV=245.16'12" RCP1
2
" RCP
TOP=248.66
'
TOP=240.16'
INV=232.48'
INV=232.60
'
INV=242.20
'
INV=242.00
'
INV=242.99'15" RCPWD WALL
BST
MICHAEL J. WENG
LEIGH ANN STROUD
AND WIFE,
MICHAEL D. STROUD, JR.
REBAR
EIP
REB
AR
REBAR
E
XIS
TI
N
G
R/WE
XIS
TIN
G
R/WEXISTING R/W
EXISTING R/W
DIP ENCASEMENT PIPEAERIAL CROSSING;EXISTING R/W;CTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRECASINE CT 20'
BSTJUNIUS WYNDER JR. &
LORETTA WYNDER24" RCP60" CHLSALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
WOODS
49.84'
RIDOUT
JAMES & TERECA
8" DIP
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
FLOWABLE FILLREMOVE
REMOVE
( Not to Scale)
3:13:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 46+59 RT TO -L- STA. 49+26 RT
DETAIL 8
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
CB
DI
CB
CB
CB
CB
CB
CB
CB CB
CB
2GI
CBCB
2GI
CB
FS
SEE DETAIL 8
LATERAL V-DITCH
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DETAIL 9
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RT
Min. D= 1 Ft.
DETAIL 10
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 10
SPECIAL LATERAL V-DITCH
DI
DI
DI
DIDI
DI
DI
DI DI
DI
30" RCP-VREMOVE 30" RCP-V24" RCP-V2GI-D
RCP-V
15"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 18" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
30" RCP-V
30" RCP-V FLOWABLE FILL2GI-A
REMOVE
RETAINCB
CB
CB
CB
HW
ENDWALL
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 52+80 LT TO -L- STA. 54+77 LT
DETAIL 13
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
30" RCP-V30" RCP-V
DRA
IN
TO
GRAD
E
DRAIN
GRADE TO
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 57+02
-L- Sta. 53+96
DETAIL 11
C Proposed Ditch
FS
FROM -L- STA. 53+37 RT TO -L- STA. 58+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V

15" RCP-V
15" RCP-V
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
15" RCP-V
DRAIN
GRADE TO
REMOVE
REMOVEREMOVE
TO DRAIN
GRADE
REMOVE RCP-V 18"RCP-V
18"
16 LF
REMOVE
GEOTEXTILE
EST. 7 SY
CLASS B RIP-RAP
EST. 2 TONS
ELB
ELB
JB w/MH
ELB
ELB
SEE DETAIL 12
EST. 120 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 60 TONS
TOE PROTECTION
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
2:1 MA
X
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 3 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RI
A
B
LE 4:14:1
w
w= 6 Ft.
CB
FS 2GI
SEE DETAIL 31EST. 7 SY GEOTEXTILEEST. 3 TONS CLASS B RIP RAPW/ CLASS B RIP RAPSPECIAL BACK OF CURB CUT DITCH
48" WELDED STEEL TRENCHLESS INSTALLATION18" RCP-V
CONNECTORS
LUG
ROD &
ELBOWS,
15" CSP
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
CLASS I RIP RAP
EST. 295 TONS
LATERAL 8' BASE DITCH
RCP-V
18"
30" RCP-V
RCP-V
30"FLOWABLE FILL48" RC P-V48" RCP-V48" RCP-V48" RCP-VREMOVE
SEE DETAIL 9
BASE DITCH
LATERAL 2'
(Variable)
Channel Bed
SEE DETAIL 13
BASE DITCH
LATERAL 2'
JB w/MH
48" RCP-V
SEE DETAIL 42
HEAD BASE DITCH
B
3:120:1D
( Not to Scale)
HEAD BASE DITCH
STA. 54+80 LT
DETAIL 42
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
Est. 8 CY DDE
Length = 19 LF
(Variable)
Channel Bed
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 13
S
S
S
TS
S
TS
-L-
-L--2Y--DRIVE2- STA. 11+40.00
END CONSTRUCTION-DRIVE2-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\16_U5748_prm_wet_psh06.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD
83 / NA 2011
FOR -Y2- PROFILE, SEE SHEET NO. 18
-L-
FOR -L- PROFILE, SEE SHEET NO. 14
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,800
1,000
1,600
13,800
16,500
10,100
65,800
95,500
2021 ADT
2041 ADT20,000
57,700
-Y2-
-L--L-
FOR -DRIVE2- PROFILE, SEE SHEET NO. 21
FOR -DRIVE4- PROFILE, SEE SHEET NO. 22 GRAPHIC SCALE
0'100'50'50' 16
SEE ENLARGEMENT SHEET 17215220
225230
230230
230
23
0
23
5
235235235235235
235
235
2
4
0
240
2
4
0
240240240240
240240245245
245245
245245
245
245 245245
245245250250 250250250250250250
2
5
0
250250250250 250250250255255
255255
255255255255
255
255255
255
255
260
260
260
260
2
6
0265CF
F CC
F
FCCCCCCC
F
F
F
F
FF
F
F
C
C
C
C
F
C
CC C
C F
FF

U-5748 6
SEE SHEET 5MATCHLINE -L- STA 44+00SEE SHEET 11
MATCHLINE -Y2- STA 31+00
SEE SHEET 7MATCHLINE -L- STA 58+10CHORD
10
11
12
9
13
14
15
23
26
27
23
29
30
31
44
AT-1
AT-1
B-77
B-77
CR
CR45 505510
JB w/MH
48" RCP-IV
LENGTH= 10 LF
EST. 32 SY GEOTEXTILE
CLASS B RIP RAP
EST. 14 TONS,
SEE DETAIL 30
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 54+77 LT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 30
1.25'
Min. depth= 1 Ft.
Type of Liner= CL B Rip-Rap - Keyed-In
3' min.
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-DRIVE3- STA. 12+21 RT
-L- STA. 53+37 RT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 39
1.5'
Min. depth= 1.5 Ft.
Type of Liner= CL I Rip-Rap - Keyed-In
6' min.
Submitted 11/5/2021
INV=233.71'
INV=246
.54
'30" RCPINV=251.63
'
INV=243
.09
'TOP=256
.59
'
TOP=249
.98
'MON
MON
MON
MON
MON MON
EIP
48"WW 1SBW
RISER
TOP=249
.73
'
WOODS
RIP RAP
RI
P RAP
BL-105
EXISTING R/W18" CMPINV=244
.55
'
INV=245
.09
'BOTTOM BOX=244
.54
'
8" DIP
48
" CH
L
TOP=248
.66
'
TOP=240
.16
'
INV=232
.48
'
INV=232
.60
'
INV=242
.20
'
INV=242
.00
'
INV=242
.99
'DIP ENCASEMENT PIPEAERIAL CROSSINGEXISTING R/W60" CHL8" DIP
NCDOT
REMOVE
RETAINCB
CB
ENDWALL
30" RCP-V
DRAIN
GRADE TO
LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V
16 LF
REMOVE
ELB
ELB
JB w/MH
48" RC P-V48" RCP-VS
S
S
TS
S
TS
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\17_U5748_prm_wet_Site 7.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the
NAD
83 / NA 2011
-L- SITE 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
17
SITE 13
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'20'40'20'

U-5748
JB w/MH
48" RCP-IV
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
Submitted 11/5/2021
(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MON
30" RCP
TOP=264.19'15" RCP24" RCP24" RCP15" RCP
24" RCP 15" RCP15" RCP15" RCP
TOP=305.67'TOP=306.69'
INV=244.39'
INV=244.52'INV=250.75'INV=250.81'INV=252.08'
INV=255.12'
INV=255.99'INV=256.06'INV=257.26'
INV=257.34'
INV=259.14'
INV=259.20'
INV=263.34'IN
V=263.47'INV=281.09'INV=281.16'
INV=292.32'I NV=292.36'INV=292.85'
INV=292.96'8" DI P8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
TOP=307.63'
TOP=302.38'
TOP=289.14'TOP=269.78'
TOP=266.82'
TOP=265.06'
TOP=262.69'
TOP=263.99'
TOP=264.78'
TOP=262.77'
TOP=254.14'
TOP=263.18'
8" DIP INV=252.15'
INV=251.32'
48" RCP
DI
DI
DI
DIINV=253.57'8" DIPINV=253.40'INV=254.89'48" RCP
INV=244.61'
TOP=257.05'36" RCP
PLANS)
(PER
JB
INV=264.71'
WW/HW
CONC
36" RCP
TOP=266.43'
CL INV=247.28'
48" RCP
CL INV=245.35'
DI
DI TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DIEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
S
S
48" CHLLT
S
48" WW 1SBW
48" WW 1SBW
48" WW 1SBWBSTCONCONWD
S
S
SOIL
BST
BST1SFD
1SFD15" RCP15" RCP60" CON60" CON3
2
"VC&G3
2
"VC&G48" WW 1SBW
48" WW 1SBW
48" WW 1SBW
48" WW 1SBW60" WDNOISE WALL
CONC
48" WD
48" IRON
12"BLKWALL
30"C&GCONSTEEL CASING
WOODS
WOODS
WOODS
2SFD
MTL
8" DIP
BL-106
BL-107VENTURA CIR 23' BSTUS 401 SB/LOUISBURG RD 36' BST
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
CONC SOUND WALL VAR 13' - 15'
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
GRASSGRASS
WOODS COR SEWER EASEMENT
EIP
A
XL
E
HW/WW
CONC
HHHHT
W
C
HH
HH
HH
MTR
LS
LS
HH
HHHHHH 16" DI
24 FO
24 FO
24 FO
2
4 FOEOI S
ROCK COLUMN 8"DIPJOHN GUERRIERO
BM 2012 1053
DRAINAGE EASEMENT
EXISTING PRIVATE
DANIEL & JULIE KENNEDY
BENJAMIN & ELIDA ESTEVES
ASSN. INC.
BRIGHTON COMMUNITY
HOLNESS
VELEAN
VICK TA
ESTEVES
LIS
ISAAC &
WALTON
PAMELA
SMALLWOOD
WILLIAM
VASQUEZ
KELVIN
TALIAFERRO
JOCELYN
BOIS
JANNIE
LLC
BORROWER,
AMH 2014-2
SABILLON
OMARY
ROSARIO &
IVAN DEL
INVESTMENTS, INC.
ROGER HONBARRIER
GROUP LLC
VBBSS
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT
SIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
72" RCP
72" RCP
15" RCP
15" RCP15" RCP8" DIP
I
NV=
2
4
0
.9
5'
I
NV=
2
3
9.9
7'
I
NV=
2
4
0.15'
I
NV=
2
3
9
.14'DI
T
OP
=
2
5
2.3
8'
CI CI
60.00'
(NO BREAK IN FENCE)
RIDOUT
JAMES & TERECA
WOODS
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONHW/WWC
ONCR/WE
XI
S
TI
NG3
6' BS
TLOWELL RI
DGE RDR/WEXI
S
TI
NGHW/WWC
O
NC
ASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT8" DIPTO DRAIN
GRADE
2GI-D
REMOVE
REMOVE
R
ET
AI
NRETAIN
REMOVE
REMOVE
REMOVE REMOVEREMOVE
REMOVE
REMOVE
REMOVEFILLFLOWABLEFILLFLOWABLEREMOVE
REMOVE
3GI
CB
CB
2GI-D
CB
CB
CB
DI
CB
2GI
CB
2GI
CB
CB CB
2GI
CB
CB
CB
SEE DETAIL 6
V-DITCH
SPECIAL LATERAL
CB
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -DRIVE1- STA. 11+50 RT TO -DRIVE1- STA. 11+75 RT
Min. D= 1 Ft.
DETAIL 6
Ground
Natural 4:1
Slope
Fill
CB
24" RCP-V
24" RCP-V
30" RCP-V 24" RCP-VSlab Lid
JB w/
18" RCP-IV
DRAIN
TO
GRADE
TO DRAIN
GRADE
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 70+54
-L- STA. 65+46
-L- STA. 61+46
-L- STA. 59+11
DETAIL 11
C Proposed Ditch
FS
FS
FSRETAIN
15" RCP-V RCP-V 15" 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
3:1FROM -DRIVE1- STA. 11+50 LT TO -DRIVE1- STA. 11+75 LT
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Slope
Fill
Ground
Natural
Geotextile
4:1
DETAIL 14
Type of Liner= Class B Rip-Rap
RCP-V
18"
RCP-V 15"RCP-V 15"SEE DETAIL 14
EST. 30 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 20 TONS
SPECIAL LATERAL V-DITCH
2GI
HW
REMOVE15" RCP-V
RETAIN
RETAIN
RETAIN RETAIN
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 63+05 LT
-L- STA. 61+54 LT
C Proposed Ditch
48" RCP-V
RCP-V24"FS 2GI-A
RCP-V24"
CB
48" RCP-V
48" RCP-V
SEE DETAIL 16
LATERAL 4' BASE DITCH
SEE DETAIL 28
BASE DITCH
LATERAL 2'
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
RCP-V15"
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -L- STA. 60+50 LT TO -L- STA. 61+50 LT
b= 12 Ft.
Min. D= 1 Ft.
DETAIL 38
Ground
Natural
Slope
Fill
( Not to Scale)
6:14:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 69+00 LT TO -L- STA. 69+50 LT
DETAIL 34
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
38
SEE DETAIL
V-DITCH
LATERAL
FS
2GI-A
FS2GI-A
48" RCP-V48" RCP-V48" RCP-VRCP-V48"
RCP-V
15"
RCP-V
15"
15" RCP-V
RCP-V
48"JB w/MH
RCP-V 15"DETAIL 34
SEE
V-DITCH
LATERAL
CB
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 61+50 LT TO -L- STA. 63+00 LT
DETAIL 28
b= 12 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 63+00 LT TO -L- STA. 64+80 LT
DETAIL 16
b= 12 Ft.
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -DRIVE3- STA. 11+81 LT TO STA. 11+88 LT
DETAIL 40
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 6 sy
Type of Liner= 3 TONS,CL B Rip-Rap
5'min.
1.0'min.
SEE DETAIL 40
RIP RAP AT EMBANKMENT
( Not to Scale)
GEOTEXTILE
1.0'min.Ground
Natural
PIPE BANK STABILIZATION
1.5'
-L STA. 64+75 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 8
SITE 9
V10 = 0.5 fps
Q10 = 1.24 cfs
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
TS
TS
S
TS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
-L-
-L-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRI
VE3-
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\18_U5748_prm_wet_psh07.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011FOR -L- PROFILE, SEE SHEET NO. 15
FOR -DRIVE1- PROFILE, SEE SHEET NO. 20
FOR -DRIVE3- PROFILE, SEE SHEET NO. 21
GRAPHIC SCALE
0'100'50'50'
18
SEE ENLARGEMENT SHEET 20
SEE ENLARGEMENT SHEET 20
FC
C
C
C
F
F C
F
F
C
C
C
F
F
C
F F

U-5748 7
SEE SHEET 6MATCHLINE -L- STA 58+10 SEE SHEET 8MATCHLINE -L- STA 72+0015
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MON
30" RCP
TOP=264.19'15" RCP24" RCP24" RCP15" RCP
24" RCP 15" RCP15" RCP15" RCP
TOP=305.67'TOP=306.69'
INV=244.39'
INV=244.52'INV=250.75'INV=250.81'INV=252.08'
INV=255.12'
INV=255.99'INV=256.06'INV=257.26'
INV=257.34'
INV=259.14'
INV=259.20'
INV=263.34'IN
V=263.47'INV=281.09'INV=281.16'
INV=292.32'I NV=292.36'INV=292.85'
INV=292.96'8" DI P8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
TOP=307.63'
TOP=302.38'
TOP=289.14'TOP=269.78'
TOP=266.82'
TOP=265.06'
TOP=262.69'
TOP=263.99'
TOP=264.78'
TOP=262.77'
TOP=254.14'
TOP=263.18'
8" DIP INV=252.15'
INV=251.32'
48" RCP
DI
DI
DI
DIINV=253.57'8" DIPINV=253.40'INV=254.89'48" RCP
INV=244.61'
TOP=257.05'36" RCP
PLANS)
(PER
JB
INV=264.71'
WW/HW
CONC
36" RCP
TOP=266.43'
CL INV=247.28'
48" RCP
CL INV=245.35'
DI
DI TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DIEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
S
S
48" CHLLT
S
48" WW 1SBW
48" WW 1SBW
48" WW 1SBWBSTCONCONWD
S
S
SOIL
BST
BST1SFD
1SFD15" RCP15" RCP60" CON60" CON3
2
"VC&G3
2
"VC&G48" WW 1SBW
48" WW 1SBW
48" WW 1SBW
48" WW 1SBW60" WDNOISE WALL
CONC
48" WD
48" IRON
12"BLKWALL
30"C&GCONSTEEL CASING
WOODS
WOODS
WOODS
2SFD
MTL
8" DIP
BL-106
BL-107VENTURA CIR 23' BSTUS 401 SB/LOUISBURG RD 36' BST
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
CONC SOUND WALL VAR 13' - 15'
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
GRASSGRASS
WOODS COR SEWER EASEMENT
EIP
A
XL
E
HW/WW
CONC
HHHHT
W
C
HH
HH
HH
MTR
LS
LS
HH
HHHHHH 16" DI
24 FO
24 FO
24 FO
2
4 FOEOI S
ROCK COLUMN 8"DIPJOHN GUERRIERO
BM 2012 1053
DRAINAGE EASEMENT
EXISTING PRIVATE
DANIEL & JULIE KENNEDY
BENJAMIN & ELIDA ESTEVES
ASSN. INC.
BRIGHTON COMMUNITY
HOLNESS
VELEAN
VICK TA
ESTEVES
LIS
ISAAC &
WALTON
PAMELA
SMALLWOOD
WILLIAM
VASQUEZ
KELVIN
TALIAFERRO
JOCELYN
BOIS
JANNIE
LLC
BORROWER,
AMH 2014-2
SABILLON
OMARY
ROSARIO &
IVAN DEL
INVESTMENTS, INC.
ROGER HONBARRIER
GROUP LLC
VBBSS
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT
SIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
72" RCP
72" RCP
15" RCP
15" RCP15" RCP8" DIP
I
NV=
2
4
0
.9
5'
I
NV=
2
3
9.9
7'
I
NV=
2
4
0.15'
I
NV=
2
3
9
.14'DI
T
OP
=
2
5
2.3
8'
CI CI
60.00'
(NO BREAK IN FENCE)
RIDOUT
JAMES & TERECA
WOODS
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONHW/WWC
ONCR/WE
XI
S
TI
NG3
6' BS
TLOWELL RI
DGE RDR/WEXI
S
TI
NGHW/WWC
O
NC
ASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT8" DIPTO DRAIN
GRADE
2GI-D
REMOVE
REMOVE
R
ET
AI
NRETAIN
REMOVE
REMOVE
REMOVE REMOVEREMOVE
REMOVE
REMOVE
REMOVEFILLFLOWABLEFILLFLOWABLEREMOVE
REMOVE
3GI
CB
CB
2GI-D
CB
CB
CB
DI
CB
2GI
CB
2GI
CB
CB CB
2GI
CB
CB
CB
SEE DETAIL 6
V-DITCH
SPECIAL LATERAL
CB
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -DRIVE1- STA. 11+50 RT TO -DRIVE1- STA. 11+75 RT
Min. D= 1 Ft.
DETAIL 6
Ground
Natural 4:1
Slope
Fill
CB
24" RCP-V
24" RCP-V
30" RCP-V 24" RCP-VSlab Lid
JB w/
18" RCP-IV
DRAIN
TO
GRADE
TO DRAIN
GRADE
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 70+54
-L- STA. 65+46
-L- STA. 61+46
-L- STA. 59+11
DETAIL 11
C Proposed Ditch
FS
FS
FSRETAIN
15" RCP-V RCP-V 15" 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
3:1FROM -DRIVE1- STA. 11+50 LT TO -DRIVE1- STA. 11+75 LT
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Slope
Fill
Ground
Natural
Geotextile
4:1
DETAIL 14
Type of Liner= Class B Rip-Rap
RCP-V
18"
RCP-V 15"RCP-V 15"SEE DETAIL 14
EST. 30 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 20 TONS
SPECIAL LATERAL V-DITCH
2GI
HW
REMOVE15" RCP-V
RETAIN
RETAIN
RETAIN RETAIN
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 63+05 LT
-L- STA. 61+54 LT
C Proposed Ditch
48" RCP-V
RCP-V24"FS 2GI-A
RCP-V24"
CB
48" RCP-V
48" RCP-V
SEE DETAIL 16
LATERAL 4' BASE DITCH
SEE DETAIL 28
BASE DITCH
LATERAL 2'
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
RCP-V15"
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -L- STA. 60+50 LT TO -L- STA. 61+50 LT
b= 12 Ft.
Min. D= 1 Ft.
DETAIL 38
Ground
Natural
Slope
Fill
( Not to Scale)
6:14:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 69+00 LT TO -L- STA. 69+50 LT
DETAIL 34
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
38
SEE DETAIL
V-DITCH
LATERAL
FS
2GI-A
FS2GI-A
48" RCP-V48" RCP-V48" RCP-VRCP-V48"
RCP-V
15"
RCP-V
15"
15" RCP-V
RCP-V
48"JB w/MH
RCP-V 15"DETAIL 34
SEE
V-DITCH
LATERAL
CB
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 61+50 LT TO -L- STA. 63+00 LT
DETAIL 28
b= 12 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 63+00 LT TO -L- STA. 64+80 LT
DETAIL 16
b= 12 Ft.
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -DRIVE3- STA. 11+81 LT TO STA. 11+88 LT
DETAIL 40
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 6 sy
Type of Liner= 3 TONS,CL B Rip-Rap
5'min.
1.0'min.
SEE DETAIL 40
RIP RAP AT EMBANKMENT
( Not to Scale)
GEOTEXTILE
1.0'min.Ground
Natural
PIPE BANK STABILIZATION
1.5'
-L STA. 64+75 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 8
SITE 9
V10 = 0.5 fps
Q10 = 1.24 cfs
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
TS
TS
S
TS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
-L-
-L-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRI
VE3-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\19_U5748_prm_wet_psh07.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011FOR -L- PROFILE, SEE SHEET NO. 15
FOR -DRIVE1- PROFILE, SEE SHEET NO. 20
FOR -DRIVE3- PROFILE, SEE SHEET NO. 21
GRAPHIC SCALE
0'100'50'50'
19
SEE ENLARGEMENT SHEET 20
SEE ENLARGEMENT SHEET 20
240
24
0 24524
5
2
45
2
45 24524
5
2
5
0
25
0
250255
255255255
26
0
260 26026
0
265265265265265
265265265
265
265270270270
270
270270
270 2702
70
2752
7
5
275
27
5
280280280 2802852852852852902
9
0
290295295 300300305
30
5
31
0
310315
FC
C
C
C
F
F C
F
F
C
C
C
F
F
C
F F

U-5748 7
SEE SHEET 6MATCHLINE -L- STA 58+10 SEE SHEET 8MATCHLINE -L- STA 72+0015
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
SHEET OF 27
PERMIT DRAWING
TOP=264.19'48" RCP
WW/HW
CONC
MON
MON
48" WW 1SBW
NOISE WALL
WOODS
CONC SOUND WALL VAR 13' - 15'SEWER EASEMENTCITY OF RALEIGH20' HW/WWC
ONCR/WE
XI
S
TI
NGASSOCIATION. INC.
BRIGHTON COMMUNITY
REMOVE
RCP-V 15"
S
TS
F
8" DIP
INV=251.32'
48" RCP
MON
STEEL CASING
WOODS
HW/WW
CONC
CH
HDB 14066, PG 959COR SEWER EASEMENTCB
Slab Lid
JB w/ 15" RCP-V HW
REMOVE
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29PIPE BANK STABILIZATION
RCP-V48"
RCP-V
15"
TS
TS
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\20_U5748_prm_wet_Site 8-9.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the NAD 83 / NA 2011 TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
20 GRAPHIC SCALE
0'10'20'10'
SEE DETAIL 40
EMBANKMENT
RIP RAP AT
SITE 9
15" RCP-V
48" RCP-V
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F

U-5748

32
B-77
TIE TO WALL
END FENCE
Submitted 11/5/2021
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\21_U5748_Rdy_xpl_DRIVE3.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16260 260
250 250
U-5748
-DRIVE3-
5 10
11+83.00
SITE 8
240 240
21
F FF
WETLAND
DENOTES FILL INFF
SHEET OF 27
PERMIT DRAWING
Submitted 11/5/2021
ALBERT & JOY ROWLANDRUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WELL LOT
AQUA NC, INC
VAUGHN TRUST
WOODS
NCDOT NCDOTNCDOT
NCDOT
LATERAL BASE DITCHDETAIL 9SPECIAL LATERAL 'V' DITCHFROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RTMin. D= 1 Ft.DETAIL 10SlopeFillSEE DETAIL 10SPECIAL LATERAL V-DITCHFS
FS
2GI-D
2GI
HW
DI
DI
DI
DI
SEE DETAIL 20
EST. 145 SY GEOTEXTILE
EST. 65 TONS CLASS B RIP RAP
W/ HINGE & RIP RAP
SPECIAL LATERAL V-DITCH
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 23+54 LT
C Proposed Ditch L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 23+54 RT
DETAIL 22
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
72" RCP-VELB
ELB
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
GeotextileELBELBELBELB DI
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH 15" RCP-V
RCP-V 15"
EST. 7 SY GEOTEXTILE
CLASS B RIP RAP
EST. 2 TONS
15" RCP-V
15" RCP-V
DITCH
EXTEND TO PROPOSED
KEY IN RIP RAP
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS B RIP RAP
( Not to Scale)
SPECIAL LATERAL 'V' DITCH w/HINGE
D
d 4:1FROM -Y2- STA. 25+00 LT TO -Y2- STA. 26+00 LT
DETAIL 20
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
w= 6 Ft.
w
2:1 MA
X
V
A
RI
A
BL
E
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
LENGTH= 20 LF
TO ELEV.=235'
EST. 310 SY GEOTEXTILE
EST. 180 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
( Not to Scale)
GEOTEXTILE
1.0'min.
Ground
Natural
PIPE BANK STABILIZATION
1.25'
-Y2- STA. 24+91 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
STANDARD BASE DITCH
DETAIL 23
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
F
F
F
F
BARRY & GALE BLINSONVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGR/WE
XISTIN
G
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH
EST. 90 SY GEOTEXTILE
EST. 50 TONS CLASS I RIP RAP
TIE IN BEFORE PROPERTY LINE.
30 LF. RIP RAP TRANSITION.
BASE WIDTH OVER A LENGTH OF
BASE WIDTH TO EXISTING CHANNEL
PROPOSED DITCH
GRADUALLY TRANSITION FROM
FILL
FLOWABLE
Channel Bottom
Note: Top of Rip-Rap at
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
SITE 11
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\22_U5748_prm_wet_psh11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSN
A
D 83 / N
A 20
1
1
FOR -Y2- PROFILE, SEE SHEET NO. 18 GRAPHIC SCALE
0'100'50'50'
22
SEE ENLARGEMENT SHEET 24
SEE ENLARGEMENT SHEET 24
C
F
C
F
F
C
C
F
C
C
CCC
C

U-5748 11
SEE SHEET 10MATCHLINE -Y2- STA 23+00SEE SHEET 6MATCHLINE -Y2- STA 31+00SEE INSET (THIS SHEET)
MATCHLINE SEE BELOW
39
41
41
44
41
4444
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1 2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
21
5
215220 2
2
0220225 225230230230235235235240240250ALBERT & JOY ROWLANDRUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WELL LOT
AQUA NC, INC
VAUGHN TRUST
WOODS
NCDOT NCDOTNCDOT
NCDOT
LATERAL BASE DITCHDETAIL 9SPECIAL LATERAL 'V' DITCHFROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RTMin. D= 1 Ft.DETAIL 10SlopeFillSEE DETAIL 10SPECIAL LATERAL V-DITCHFS
FS
2GI-D
2GI
HW
DI
DI
DI
DI
SEE DETAIL 20
EST. 145 SY GEOTEXTILE
EST. 65 TONS CLASS B RIP RAP
W/ HINGE & RIP RAP
SPECIAL LATERAL V-DITCH
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 23+54 LT
C Proposed Ditch L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 23+54 RT
DETAIL 22
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
72" RCP-VELB
ELB
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
GeotextileELBELBELBELB DI
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH 15" RCP-V
RCP-V 15"
EST. 7 SY GEOTEXTILE
CLASS B RIP RAP
EST. 2 TONS
15" RCP-V
15" RCP-V
DITCH
EXTEND TO PROPOSED
KEY IN RIP RAP
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS B RIP RAP
( Not to Scale)
SPECIAL LATERAL 'V' DITCH w/HINGE
D
d 4:1FROM -Y2- STA. 25+00 LT TO -Y2- STA. 26+00 LT
DETAIL 20
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
w= 6 Ft.
w
2:1 MA
X
V
A
RI
A
BL
E
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
LENGTH= 20 LF
TO ELEV.=235'
EST. 310 SY GEOTEXTILE
EST. 180 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
( Not to Scale)
GEOTEXTILE
1.0'min.
Ground
Natural
PIPE BANK STABILIZATION
1.25'
-Y2- STA. 24+91 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
STANDARD BASE DITCH
DETAIL 23
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
F
F
F
F
BARRY & GALE BLINSONVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGR/WE
XISTIN
G
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH
EST. 90 SY GEOTEXTILE
EST. 50 TONS CLASS I RIP RAP
TIE IN BEFORE PROPERTY LINE.
30 LF. RIP RAP TRANSITION.
BASE WIDTH OVER A LENGTH OF
BASE WIDTH TO EXISTING CHANNEL
PROPOSED DITCH
GRADUALLY TRANSITION FROM
FILL
FLOWABLE
Channel Bottom
Note: Top of Rip-Rap at
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
SITE 11
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\23_U5748_prm_wet_psh11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSN
A
D 83 / N
A 20
1
1
FOR -Y2- PROFILE, SEE SHEET NO. 18 GRAPHIC SCALE
0'100'50'50'
23
SEE ENLARGEMENT SHEET 24
SEE ENLARGEMENT SHEET 24
2252
2
5
230
23023023
0
2
3
0
2302
3
0
2352352352352352402
4
0
240 2402
4
5
24
5
245 24525
0
250250255
2
5
5 255260260 260260
265
C
F
C
F
F
C
C
F
C
C
CCC
C

U-5748 11
SEE SHEET 10MATCHLINE -Y2- STA 23+00SEE SHEET 6MATCHLINE -Y2- STA 31+00SEE INSET (THIS SHEET)
MATCHLINE SEE BELOW
39
41
41
44
41
4444
12'5'12'12'12'5'42' INC.
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1
END+3
5
.
0
0TAPE
RBEGI
N TAPER+35.00END TAPER+3
5.
0
0
'002 TAPEREND+35.00TAPERBEGI
N+35.00END TAPER+85.00SP '5
SP '5
SP '5
SP '5
-Y2-12'12'END TAPER+85.00BEGI
N TAPER+85.00150'
500'
'006
R=2'
R=2'+66.5112'10'12'12'9'21'(KEYED IN)
5" MONO. CONC. ISLAND
150'2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
BY4-123
BY4-122
WOODS
FS
FS
2GI-D
HW
72" RCP-VELB
ELB
ELBELBELBELBF
F
F
F
BARRY & GALE BLINSONROBERT PIPKINVALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'WGR2SFDGRCONC15" RCPGWE=227.0'PONDWOODSFILL
FLOWABLE
SHEET OF 27
PERMIT DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\24_U5748_prm_wet_Site 10-11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS(919) 854-6200 - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
SITE 11
GRAPHIC SCALE
0'25'50'25'
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 10
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
24
TS
N
A
D 83 / N
A 2011
N
A
D
83 / N
A 20
1
1
SITE 10
C
F
C
F
F
C
C
F

U-5748
CAT-1
G
R
EU

350
, TL
-3
CAT-1
DRAIN POND
REMOVE
Submitted 11/5/2021
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROFILE
DIVISION OF HIGHWAYS
NCDOT
SITE - PROFILE VIEW ALONG STRUCTURE
SR 2224 (LIGON MILL RD) TO LELAND DR
US 401 FROM SOUTH OF SR 2044/
PROJECT: 50168.1.1 (U-5748)
WAKE COUNTY
SHEET OF 27
PERMIT DRAWING
225
230
235
240
245
220
0 +100 +200 [phone]
25
-300
@ PROPOSED C
PROPOSED GROUND
L
L
SLOPE = 2.8%
C INV. ELEV.= 226.1'
WSE = 234.7'
PROP. 25-YR
+/- 230.0'
NWSE WSE
PROPOSED STREAM BED 0.062.4:1 (NORMAL)
@ PROPOSED C
EXISTING GROUND
L
2:1 (NORMAL)
WSE = 235.2'
PROP. 100-YR
SITE 10 - PROFILE VIEW ALONG STRUCTURE
SKEW = 87
PROP. G.P. ELEV. = 245.08'
BEVELED HW
72" RCP w/ 1' BURIED
-Y2- STA. 24+96
O
HORIZ. 1"=50'
VERT. 1"=5'
SCALE
Submitted 11/5/2021
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_WET\26_U5748_Rdy_xpl_Y2_Sta. 25+00.dgnmeme.buscemiPROJ. REFERENCE NO.SHEET NO.0
6/23/16230 230
240 240
250 250
220 220
25+00.00
X-43U-5748
-Y2-
5 10
SITE 10
26
WETLAND
DENOTES FILL INFF
F F F
MECHANIZED CLEARING
SHEET OF 27
PERMIT DRAWING
228.53 2:12.36:1
0.060
0.060
Submitted 11/5/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 21+88 - 23+06 LT Prop. Rdwy Fill / Toe Protection < 0.01 0.08 2 -L- 24+16 - 25+36Bridge Widening Temporary Work Pad 0.08 171 Bridge Widening / Bank Stabilization 0.02 91 3** -L- 27+23 - 27+63 RT Proposed Roadway Fill 0.02 0.01 4 -L- 33+61 - 34+17 LT 2 @ 78" Pipe Trenchless < 0.01 < 0.01 34 14 5 -Y4- 16+39 - 16+71 LT 72" Pipe / Bank Stabilization < 0.01 < 0.01 30 19 6 -L- 37+08 - 40+21 RT 2 @ 78" Pipe Trenchless 0.10 0.03 0.03 < 0.01 241 153 7 -L- 53+19 - 53+70 RT 48" Pipe, 15" Pipe 0.01 < 0.01 110 3 8 -L- 59+73 - 60+10 RT15" Pipe< 0.01 0.02 < 0.01 < 0.01 6 39 9 -L- 64+18 - 65+08 LT48" Pipe < 0.01 97 Bank Stabilization < 0.01 < 0.01 30 26 10 -Y2- 24+69 - 25+98 72" Pipe / Riprap Ditch 0.04 < 0.01 < 0.01 < 0.01 118 16 Existing Pond Draining 1.14 11 -Y2- 25+38 - 25+45 RTRiprap Ditch < 0.01 < 0.01 31 12 12 -L- 41+32 - 42+04 RTToe Protection0.03 0.01 13 -L- 56+97 - 57+47 RT48" Pipe < 0.01 < 0.01 20 29 TOTALS*:0.20 0.17 1.23 0.10 808 482 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 27OF 27** Isolated WetlandBridge Pier Permanent Impact Area = 127 sq. ft. (Eight 4.5 ft. diameter piers) WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE COUNTYU-574850168.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/02/2021Submitted 11/5/2021
1
401
540 grubsiuoLdR
esueNreviRgrubsiuoLdR
dRlli
MllehctiM
yrrePkeerC
dR Ligon Mill Rd401
esueNreviRForestville Rd2044
2049
2225
2224
2227
2222
22232049
2006
2042
PRESERVE
FARM NATURE
HORSESHOE
CITY OF
RALEIGH
GAS TANK
GUY WIRE
-L- STA 15+50.00BEGIN TIP PROJECT U-5748
BM2
BM5
END TAPER+60.00END TAPER+06.76
BEG
IN TAPER
+96.84
END TAPER+26.51
BEGIN TAPER+61.51
-L- STA. 85+17.14END TIP PROJECT U-5748
PUM '01
PUM '01
PUM '01PUM '01
END
TAPER+75.00
2'-9" C&G
2'-9" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-6" C&G
G&C "6-'2
2'-9" C&G
PUM '01
PUM '01
PUM '01
G&C "6-'2G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
2'-6" C&G END
TAPER+61.84
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G END TAPER LT+97.78 BEGIN TAPER+98.51GREU 350, TL-3
GREU 350, TL-3
2'-6" C&G
2'-6" C&G
2'-6" C&G
BEGIN TAPER
+00.00
BEGIN TAPER+75.00 END TAPER+75.00-Y2- STA. 12+00.00BEGIN CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
2'-6" C&G
TAPERBEGIN+63.68
TAPEREND+43.68 TAPERBEGIN+60.00 G&C "6-'2
G&C "6-'2 END TAPER+80.00
END+35.00
BEGIN TAPER+35.00
END TAPER+35.00
BEGIN TAPER+75.00
END TAPER+75.00
BEGIN TAPER+75.00
BEGIN TAPER+35.00
TAPEREND+35.00TAPERBEGIN+35.00
END TAPER+85.00
-Y2-
-Y2-
-Y2-
2'-6" C&G
MEDIAN SHIFT BOTH SIDES
SIDESSHIFT BOTHMEDIAN
END TAPER+15.00
BEGIN TAPER
+15.00
-Y1- STA. 19+14.23END CONSTRUCTION
-Y4- STA. 10+50.00BEGIN CONSTRUCTION
G&C "6-'2
TAPEREND+10.00
BEGIN TAPER+60.00
END TAPER+10.00 BEGIN TAPER+10.00 END TAPER+95.00BEGIN TAPER+05.00BEGIN TAPER+26.51
END TAPER+50.00
BEGIN TAPER+50.00
END TAPER+40.00
END TAPER+90.00
BEGIN TAPER +90.00
END TAPER+25.00
END TAPER+85.00BEGIN TAPER+85.00
8"x18" CONC. CURB
8"x18" CONC. CURB
8"x18" CONC. CURB8"x18" CONC. CURB
END TAPER+74.83
CURB AND GUTTER TIE TO EXISTING
-DRIVE3- STA. 11+80.00END CONSTRUCTION
RTTAPERBEGIN+47.78BEGIN C&G
BEG
IN TAPER+50.00BEGIN TAPER+98.75
-DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
TAPER RTBEGIN+47.90
+80.00 BEGIN TAPER
BEGIN TAPER+85.00
-3Y-
-2Y-
2'-6" C&G
END
SHIFT+73.50
-Y3- STA. 11+00.00BEGIN CONSTRUCTION
2'-6" C&G
-SBX-
-SLIP--DRIVE2--1EVIRD-END
TAPER RT+19.09
BEG
IN TAPER+10.00
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
TAPEREND+60.10
BEGIN TAPER TIE TO WALLBEGIN FENCE
EXIST R/WEND FENCE
EXIST R/WEND FENCE
TIE TO WALLBEGIN FENCE
+65END FENCE
EXIST R/WEND FENCE
END C&G+80.00 END TAPER
+75FENCEBEGIN
154.07' RT-L- +22.41END FENCE
FLAGPOLESDO NOT DISTURB
TIE TO WALLEND FENCE
+20BEG. FENCE
+60END FENCE -DRIVE3-
ROCK COLUMNSDO NOT DISTURB
-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
5' SIDEWALK
5' SIDEWALK
END TAPER
+50.00
BEGIN TAPER+52.00
END TAPER+32.00
TAPEREND +52.25
+90.00BEGIN TAPER
END TAPER+40.00
BEGIN TAPER+00.00
+00.00 TAPERBEGIN
END TAPER+50.00
END TAPER+70.00
BEGIN TAPER+90.00
END TAPER+60.00
BEGIN TAPER+60.00 END TAPER+10.00BEGIN TAPER+10.00
BEGIN TAPER+50.00
END TAPER+75.00
BEGIN TAPER+50.00
END TAPER+95.00
BEGIN TAPER+70.00
+20.00
BEGIN TAPER
END TAPER+90.64
BEGIN TAPER+80.00 END TAPER+50.00
TAPEREND+80.00
TAPEREND+60.00
-Y10- STA. 12+10.00
END CONSTRUCTION
SEE DETAIL SHEET ____
30" VALLEY GUTTER
-Y7- STA. 14+10.00END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
-Y8- STA. 11+08.00END CONSTRUCTION END TAPER+06.76
BEGIN
TAPER+56.76
TAPEREND +32.00
TAPERBEGIN +52.00
TAPERBEGIN +10.64
SHEET OF 9
BUFFER DRAWING
WAKE COUNTY

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\01_U5748_prm_buf_tsh.dgnmeme.buscemiCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NANOT TO SCALESee Sheet 1A For Index of Sheets
VICINITY MAP
PROJECT DESIGN ENGINEER
Prepared in the Office of :
PROPOSED SIGNAL
NEIL J. DEAN, P.E.
25 50 10050
25 50 10050
5 1010
10
55
3%
50
DUAL 2%* TTST =1%
PRINCIPAL ARTERIAL
PROJECT LENGTH
PROJECT ENGINEER
U-5748
U-5748See Sheet 1B For Conventional Symbols
NCDOT PROJECT ENGINEER
JENNIFER EVANS, P.E
-L- STA. 26+37 +/-
END BRIDGE
-Y1- STA. 19+14.23
END CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
TO RALEIGH
TO
ROLE
SV
ILLE
TO W AKE FOREST
TO ZEBULON-Y2- STA. 12+00.00
BEGIN CONSTRUCTION
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
FEBRUARY 19, 2021
PROJECT
END
LENGTH STRUCTURE TIP PROJECT U-5748= 0.057 MI
-Y3--Y4-SR 3508
OLD NEUSE TR
SR 2044LIGON MILL RD-Y2-
LOU
ISBURG
RD
U
S
401-L
-S
R
22
24MITCHELL MI
LL RD-Y1-VENTURA CIR-DRIVE1--DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
LELAND DRGREENWAY
NEUSE RIVER
PE
REGIONAL TIER
20
4
5 6 7
8
910 11DARTON WAYNEUSE RI
VERRALEIGH CITY LIMITSCASINE CT-DRI
VE2-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
-L- STA 85+17.14
END TIP PROJECT U-5748-L- STA. 23+38 +/-
BEGIN BRIDGE
-SBX--Y5-EXISTING SIGNALVENTURA CI
R-DRI
VE4-
RI
DGE RDLOWELL-DRI
VE3
--MUP1-

OCTOBER 18, 2022
-SLIP-
MUNICIPAL BOUNDARIES OF THE CITY OF RALEIGH.
A PORTION OF THIS PROJECT IS WITHIN THE
ESTABLISHED USING METHOD III.
CLEARING ON THE PROJECT SHALL BE TO THE LIMITS
PLANS.
ACCESS LIMITED TO POINTS AS SHOWN ON THE
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH
MANDREL WAY
ELIZABETH WARGO, P.E.

50168.2.1 R/W
PROJECT
BEGIN
16
1514
13
12-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
AHEAD = POT -L- STA. 10+00.00
BACK = POT -L1- STA. 73+73.50
EQUALITY
LOUISBURG
RD
US
401
-L1-
-Y10- STA. 12+10.00
END CONSTRUCTIONDRHARNETT -Y10-SR 2006PERRY CREEK RD-Y6-PERRY CREEK RD-Y7--Y7- STA. 14+10.00
END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
TRAILHEAD LN-Y8--Y8- STA. 11+08.00
END CONSTRUCTION
LENGTH ROADWAY TIP PROJECT U-5748= 2.460 MI
TOTAL LENGTH TIP PROJECT U-5748= 2.403 MI
LOCATION: US 401 (LOUISBURG RD) AT SR 2044 (LIGON MILL RD) /
ROAD) INTERSECTION IMPROVEMENTS
SR 2224 (MITCHELL MILL RD) AND SR 2006 (PERRY CREEK
50168.1.1
2022 38,425
2042 58,842
GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES
[phone] - [phone](FAX)
Raleigh, NC 27607
5438 Wade Park Blvd., Suite 200
NC FIRM LICENSE No: F-0342
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2
SITE 4
SITE 5
SITE 11
SITE 10
SITE 9
SITE 7
SITE 8
SITE 13
SITE 6
1
BUFFER IMPACTS PERMIT
SITE 12
NOVEMBER 2021
DATE:
SUBMITTAL:25% ROADWAY PLANS
JULY 27, 2021NA 2011NAD 83Submitted 11/5/2021
SHEET OF 9
BUFFER DRAWING
INV=197.58'
18" RCPINV=196.27'INV=196.24'
INV=195.74'INV=195.76'18" RCP INV=194.80'INV=194.81'18" RCP INV=194.22'INV=194.19'
18" RCP
18" RCP
INV=193.96'
INV=193.92'
INV=193.57'
INV=193.50'
INV=187.04'
15" RCP 15" RCP 15" RCP 18" RCP15" RCPINV=197.40'
INV=197.94'
INV=196.55'INV=196.49'
18" RCP 18" RCP
INV=195.99'
INV=195.86'
INV=195.41'
INV=188.06'
INV=187.42'
INV=195.52'
TOP=202.31'
TOP=201.22'
TOP=200.73'TOP=200.16'TOP=199.74'TOP=199.68'TOP=199.95'
TOP=199.91'
TOP=199.85'
TOP=199.76'
TOP=199.94'
TOP=201.18'
CB CB CB CB CB
CB
CB
CB CB
INV=195.52'
CB CB
INV=194.36'
INV=185.75'
INV=195.75'
INV=195.64'INV=195.69'15" RCP15" RCPINV=197.82'
INV=197.27'
15" RCP INV=198.07'INV=198.15'INV=197.17'INV=197.11'15" RCP
INV=187.18'
INV=196.41'
INV=196.37'15" CMPINV=194.45'
TOP=201.01'
TOP=201.12'
TOP=201.48'
TOP=202.54'
TOP=202.01'
TOP=202.03'TOP=201.48'
TOP=200.95'
18" CMP
INV=180.12'INV=183.41'
CB
CB
CB
CB
CB
CB
CB
24
" HD
PE
INV=182.38'
15" HDPE
INV=185.28'
INV=185.72'
24" RCP180.98
INV=
186.33
INV=15" CMP18" RCP
INV=197.57'
15" RCP 18" CMP15" CMPINV=201.79'
SD INV=199.79'
15"INV=196.49'
SOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
SEAT=195.10'
SEAT=195.10'
SEAT=195.10'
SEAT=195.11'
SEAT=196.93'
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"SHAN D RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP 54" VINYL120" BSTCONC
CONC
RIP RAP
HW=200.97'
HW=201.79'
HW=201.74'
HW=200.94'
HW=201.78'
HW=202.66'
HW=202.62'
HW=201.79'
END BENT=195.33'
END BENT=195.30'
END BENT=194.46'
END BENT=196.09'
END BENT=196.88'
END BENT=196.07'INV=198.97'
TOP=201.43'
INV=198.92'
CB
TOP=200.77'
INV=198.13'
INV=198.23'
CB
INV=197.39'
INV=197.06'
TOP=200.33'
CB
HW
CONC18" CMPEND BENT=194.47'RIVERNEUSEHW/WW
CONC
181.85
INV=
RETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ET
A
IN
RETAIN
CB
CB CB CB CB CB CB CB CB
CB CB CB CB
CB
CB CB
CB
CB
CB
CB CB
CB
CB
CB CB CB CB CB
CB
15" CSP15" CSPCB
24" RCP-V
24" CSPCB
COLLAR
ELB
ELB
LUG CONNECTORS
ELBOWS, ROD &
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
ELB
ELB
ELB
ELB
CONNECTORS
ELBOWS, ROD & LUG
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V
18" RCP-V
30" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
30" RCP-IV 30" RCP-IV
RCP-V
18"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 24" RCP-V
24" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V DITCH
EXISTING
TIE TO
EST. 5 SY GEOTEXTILE
EST. 1 TONS CLASS B RIP RAP
RCP-V
18"
CONNECTORS
ELBOWS, ROD & LUG
LUG CONNECTORS
ELBOWS, ROD & 24" CSPELB
ELB
RCP-IV
30"
FROM -L- STA. 22+30 LT TO -L- STA. 23+10 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 58 SY GEOTEXTILE
CLASS B RIP RAP
EST. 26 TONS
SEE DETAIL 12
TOE PROTECTION
15" RCP-V CSP30"RCP-IV
30"
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 27+46 RT
C Proposed Ditch
2GI-AFILLFLOWABLE( Not to Scale)
FROM -L- STA. 25+19 RT TO -L- STA. 25+64 RT
FROM -L- STA. 24+08 RT TO -L- STA. 24+32 RT
FROM -L- STA. 25+19 LT TO -L- STA. 25+56 LT
FROM -L- STA. 24+06 LT TO -L- STA. 24+32 LT
GEOTEXTILE
1.0'min.
BANK STABILIZATION
Ground
Natural
3'min.Bent
New Bridge
2.0'
Geotextile= 310 sy Total
Type of Liner= 307 TONS CL II Rip-Rap Total
DETAIL 35
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS I RIP RAP
24" RCP-V
SEE DETAIL 35
BANK STABILIZATION
SEE DETAIL 35
BANK STABILIZATION
GEOTEXTILE
EST. 104 SY
CLASS I RIPRAP
EST. 77 TONS
SEE DETAIL 1
w/ CLASS I RIPRAP
BASE DITCH
LATERAL 2'
EST. 50 SY GEOTEXTILE
EST. 36 TONS CLASS I RIPRAP
SEE DETAIL 24
w/ CLASS I RIPRAP
LATERAL 4' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 23+10 LT TO -L- STA. 23+50 LT
DETAIL 24
b= 5 Ft.
B= 4 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 25+98 RT TO -L- STA. 26+50 RT
DETAIL 1
b= 5 Ft.
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
OTCB-3
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 22+18 RT TO -L- STA. 23+71 RT
DETAIL 25
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Geotextile
SEE DETAIL 25
EST. 115 SY GEOTEXTILE
EST. 68 TONS CLASS I RIPRAP
w/ CLASS I RIPRAP
STANDARD 2' BASE DITCH
PROVIDE MIN. 1' COVER
ELLIPTICAL
30"x19" RCP-V
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
CLASS II RIP RAP (TYP.)CLASS II RIP RAP (TYP.)
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 2
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\02_U5748_prm_buf_psh04.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -MUP1- PROFILE, SEE SHEET NO. 22
FOR -L- PROFILE, SEE SHEET NO. 12ROW REV. - February 12, 2021 - Revised Property Owner information for Parcel 1 and 2 GRAPHIC SCALE
0'100'50'50'
2
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C

U-5748 4
SEE SHEET 5MATCHLINE -L- 30+00EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
ANABEL AREVALO
MARK & DEBORAH COOKE
CITY OF RALEIGH
CITY OF RALEIGH
HOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTEDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENT1
2
3
50
50
4
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
Submitted 11/5/2021
INV=227.51'18" RCPINV=219.86'18" RCPINV=221.52'15" RCPCONC
POOL48" WDBY1-111RIVER RI
DGE RD
19' BSTHORSE SH
OE FAR
M RD 22' BST
CHHCHHCHHEOI24 FO57
6 F
O216 FO72 FO
24 FO50 PR300 PRWOODSWOODSSOILARBORSSHEET OF 9
BUFFER DRAWING
INV=197.27'INV=197.29'15" RCP
INV=199.56'
INV=198.78'15" RCPINV=198.15'
TOP=202.01'TOP=202.34'
TOP=202.53'TOP=202.03'
CB
CBCB INV=219.86'6
' X 7
' RCBC
PLANS)
(PER
JB
RCP18"DI
TOP=196.05'
PLANS)
(PER
JB
5' X
5' RCBC24" RCPCB
INV=196.05'
TOP=202.08'INV=195.55'
INV=190.86'HW1CUL
1CUL
2
CE1
CUL1
HW1
CUL2
CE1
HW/WW
CONC
HW/WW
CONC15" CMPINV=187.53'
INV=196.79'
TOP=201.00'
UNK
END
15" RCP
CB
TOP=201.68'
INV=198.97'
CB
INV=196.40'
TOP=202.36'
15" RCPINV=196.57'
CB
TOP=203.91'
INV=200.56'
CB
TOP=204.84'15" RCPINV=200.39'
CB
INV=205.09'
TOP=208.47'15" RCPINV=204.62'
CB
TOP=204.31'15" CMPINV=199.06'
190.18'
INV=
INV=215.35'INV=209.08'TOP=219.47'
INV=208.90'
DI 18" RCPTOP=219.21'
INV=201.50'18" RCP18" RCP15" RCP15" HDPEINV=210.48'INV=214.13'
INV=214.61'
TOP=219.62'
IN V=214 .5 2'8 " PVCIN V=20 2.46 'INV=226.56'TOP=233.91'INV=222.32'TOP=230.76'CB24" RCPINV=203.59'I
NV=203.61'TOP=207.55'CBTOP=207.55'INV=207.40'INV= 190.65'
INV=197.57'
15"
R
C
P
INV=201.79'
INV=198.69'TOP=202.46'TOP=202.42'INV=198.01'INV=198.19'15" RCPINV=197.96'24" R
CP24" RCP Svv
48"
W
W W/1SB
W
LT
LT
LT 15" RCPS WD
2SLOGCABIN
GR
FLAG
G
48" CHL 48" CHL48" WW 1SBW
WD
GR
GR
48" CHL1SBRKDWD
W
G
2SFD
48
"WW
1SBW
48"WW 1SBW
30" C&G30" C&G60" CONC60" CONC30" C&G30" C&GRAP
RIP CB(2)MTL
INV=204.55'
INV=204.33'
WOODS
WOODS
WOODS
WOODS
WOODS
HW/WW
CONC
BL-103
BY3-116
MONOLITHIC CONC ISLANDUS 401 SB/LOUISBURG RD 47' BST
US 401 NB/LOUISBURG RD 38' BST
GRASS
GRASS
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G30" C&G
30" C&G30" C&GSR 2044 LIGON MILL RD 14' BSTSR 2044 LIGON MILL RD 34' BSTSR 3508 OLD NEUSE TRL 25' BST
MONOLITHIC CONC ISLANDMONOLITHIC CONC ISLANDBST
INV=196.38'
CBTOP=201.87'
INV=196.94'
INV=196.97'
INV=197
.13
'INV=197.48'INV=197.80'INV=197.99'TOP=201
.30
'TOP=201.27'DI(2)INV=197.66
'RCP24"W
MTR
HHHH HHEOI
EOIHHHHMTR
HHHHHHEOIHHEOIEOIEOI
HH
W EOI
EOIEOIHHEOI
H
H
HHCEMPTY48 FO144 FO24 FO48 FO24 FO
16" DI
16" DI
16" DI
16" DI
100 PR
144 FO 24 FO
E
MP
T
YEOICBMTL
RIP RAP
POOL
CONC
H/W
CONC
SR 222427' BSTMITCHELL MILL RD15"
RCP
HW/WW
CONC
72" CONC
WOODS
WOODS24" RCPCB MONOLITHIC CONC ISLANDWOODS
60" RCPFB B S T
WOODS
WOODS
WOODS48" CHL72" CHL
GRADE TO DRAIN
REMOVE
GRADE TO DRAIN
REMOVE
REMOVE
REMOVE
FLOWABLE FILL
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB CB CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
CB
2GI
2GI
CB
CB
CB CB
CB CB
CB
CB
CB
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DI
DI
DI
DI
DI
DI
CB
CB
DI
DI
24" RCP-V24" RCP-V
30" RCP-VRCP-V24"24" RCP-V
24" RCP-V24" RCP-VREMOVE
LUG
CONNECTORS
ELBOWS, ROD &
15" CSP
ELB
ELB
REMOVEREMOVE
REMOVE
SEE DETAIL 26
BERM V-DITCH
ELB
ELB
24" CSPDI
CB
COLLAR
CB
ADJUST
RETAIN
SEE DETAIL 2
DITCH W/HINGE
LATERAL 2' BASE
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15"
RCP-V

15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
15" RCP-V
18" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V
15" RCP-V 15" RCP-V 15" RCP-V
RCP-V
18"
15" RCP-V
RCP-V
18"
REMOVE
RCP-V
24"
OTCB-3
RCP-V 15"RCP-V24"CONNECTORS& LUGELBOWS, RODRETAIN
RCP-V
18"
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
EST. 295 TONS CLASS I RIP RAP
LATERAL 8' BASE DITCH
EST. 11 SY GEOTEXTILE
CLASS B RIP RAP
EST. 3 TONS
CONNECTORS
ELBOWS, ROD & LUG
24" CSP
CB 15" RCP-V
CB
ELB
ELB
15" RCP-V
SEE DETAIL 31
EST. 7 SY GEOTEXTILE
EST. 3 TONS CLASS B RIP RAP
W/ CLASS B RIP RAP
SPECIAL BACK OF CURB CUT DITCH
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
24" RCP-V
EST. 44 SY GEOTEXTILE
EST. 20 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
DRAIN
GRADE TO
DRAIN
TO
GRADE
SEE DETAIL 33
V-DITCH
SPECIAL LATERAL
RCP-V
15"
RCP-V
15"
P
PLUG & FILL
PLUG & FILL
TB JB w/SLAB LID
HW
CB
EST. 60 SY GEOTEXTILE
EST. 28 TONS CLASS B RIP RAP
DDE=9 CY
SEE DETAIL 4
EST. SLOPE = 0.138 FT/FT
EST. 60 LF
STANDARD V-DITCH
SEE DETAIL 34
V-DITCH
STANDARD
15" RCP-V
72" RCP-V BURIED 1'
INSTALLATION
2@78" WSP TRENCHLESS
2@
78
" RC
P
-VFILLPLUG &DETAIL 4C
SHEET 4
-L- STA. 12+45 RT
ENERGY DISSIPATOR
CONSTRUCTED UNDER R-2814A
DO NOT DISTURB
EXISTING
TIE TO
EST. 70 SY GEOTEXTILE
EST. 30 TONS CLASS B RIP RAP
SEE DETAIL 12
TOE PROTECTION
EST. 115 TONS CLASS I RIP RAP
LENGTH = 35 LF
SEE DETAIL 37
CHANNEL IMPROVEMENT
REMOVE EXISTING WINGWALLS
FILL EXISTING CULVERT
PLUG INLET AND OUTLET END OF EXISTING CULVERT
36" RCP-V
36" RCP-V
HW
EST. 260 TONS CLASS I RIP RAP
LENGTH= 45 LF
SEE DETAIL 36
CHANNEL IMPROVEMENT
EST. 95 TONS CLASS I RIP RAP
LENGTH = 25 LF
SEE DETAIL 44
CHANNEL IMPROVEMENT
LENGTH=35 LF
EST. 225 TONS CLASS I RIP RAP
SEE DETAIL 43
CHANNEL IMPROVEMENT
0529 TO JB AT STRUCTURE 0573.
TIE OUTLET END OF PIPE FROM
24" RCP-V
15" RCP-V
SITE 4
SITE 5
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 12
SITE 6
-L--Y1--Y4- STA. 17+70.00
END CONSTRUCTION
-SBX-
-SLIP-
-
Y4--Y5-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\03_U5748_prm_buf_psh05.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011
FOR -L- PROFILE, SEE SHEET NO. 13
FOR -Y1- PROFILE, SEE SHEET NO. 17
FOR -SLIP- PROFILE, SEE SHEET NO. 17
FOR -SBX- PROFILE, SEE SHEET NO. 20
PAVEMENT REMOVAL
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,80065,800
95,500
22,200
1,10024,000 2021 ADT
2041 ADT
MITCHELL MILL RD
US 401US-401 57,700
700
26,900
18,200
FOR -Y4- PROFILE, SEE SHEET NO. 19
FOR -Y5- PROFILE, SEE SHEET NO. 20
FOR -MUP1- PROFILE, SEE SHEET NO. 22 FOR DITCH DETAILS, SEE SHEET 5AEliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25.ROW REV. - February. 22, 2021 -Corrected Parcel Number 24 to 23 near -SBX- PT Sta. 10+69.61. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Eliminated TCE and PDE on Parcels 23&24. Corrected parcel 32 to 31. Converted PDE to DUE on Parcel 25. Revised owner for Parcel 25. Added R/W to Parcels 4&5. Revised R/W on 14&31. Revised PUE for Parcels 4,5,7,8,9&13. Rev. PDE on Parcel 5. Rev. R/W on Parcels 9,50,23,&24.Parcel 24: Rev. R/W, rev PDE, added DUE, added PUE. Parcel 25: Rev. PUE. Parcel 50: Rev. R/W. ROW REV. - March 2, 2021 - Parcel 4-Rev. PUE, Added R/W. Parcel 5: Rev. PUE, Added R/W. Parcel 7: Rev. PUE. Parcel 8: Rev. PUE. Parcel 9: Rev. PUE. Parcel 23: Corrected Parcel 24 to parcel 23 near -SBX- PT Sta. 10+69.61. Rev. R/W. 3
GRAPHIC SCALE
0'100'50'50'
-Y4- STA. 17+70.00
END CONSTRUCTION
-L-
-SBX-
-SLIP--Y1-F
C
F
C
C
C
C
C
F
C C
F F
CCCCCCCCFFFC C
C
C
F
F C
F
F
C
C
C
F
F
F
F
F
F
F

U-5748 5
SEE SHEET 4MATCHLINE -L- 30+00SEE SHEET 6MATCHLINE -L- 44+00SEE SHEET 9
MATCHLINE -Y1- STA 13+50 SEE ABOVEMATCHLI
NE -Y4- STA 12+00MATCHLI
NE -Y4- STA 12+00SEE I
NSET (THI
S SHEET)
DB 3898 PG 863
DB 4318 PG 64
LINDA SMITH
MB 1978 PG 930
MB 1974 PG 489EIP
MONEIPN 8
4°0
3'2
3" W10
5.7
8'
N 8
5°45'03" W90.11'EXISTING R/WEIPDB 4623 PG 494
CAROLYN PARKER
MB 1974 PG 489
JOAN STUTTS
ANTHONY &
DB 4623 PG 494
CAROLYN PARKER
EASEMENT10' PRIVATE UTILITYPLEASANT
CLARENCE & EUGENIA
SARAH AKUS
MON
MON MON
EIP
EIP
EIP
MON
MON
EUE
EUEPDEPDE
PDE
PSEPWEEXISTING R/WMONMONREBAREXISTING R/WEXISTING R/WMEADOWS HOA
WAKE HIGH
PWEEXISTING R/WEXISTIN
G R/WM
ONMON
MON
MON
MON
MON
MON
MON
JENNIFER PARIS
EDWARD PARIS III &
ENID
MITCHE
L
L
DENNIS
&R/WEXISTINGBM 2013, PG 1355
BM 2007, PG 2256
BM 1985, PG 986
SEWER EASEMENTS
CITY OF RALEIGH
EXISTING
105
EXISTING R/W
;
EXISTIN
G R/WHOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
GEORGE MAKATURA
DEVINCENZO
BRUCE & SONDRA
BM 2015 PG 1878-1880MITCHELL MILL ROAD WIDENINGEXISTING PWE, PSE, EUE AND TCE AS ACQUIRED FORCAROLYN PARKER
THOMPSON
CYNTHIA
WESLEY &
MARTINDALE
THOMAS & WENDY
LEE ANN WILLIAMS
DENNIS &
LEE ANN WILLIAMS
DENNIS &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
EXISTING R/W
LLC
PROPERTY
SFR JV-1
CHORD
4
5
7
8
9
23
23
23
25
6
50 0202EXI
STEXI
ST-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
11'11'-4Y-30'R
30'R POT St
a. 10+00.00GREU 350, TL-3
GREU 350, TL-3
CR
CR
CR
CR
CR
B-773035 4015
151015REMOVEREMOVE
14 LF
REMOVE
JB w/SLAB LID CCCCCSubmitted 11/5/2021
SHEET OF 27PERMIT DRAWING
SHEET OF 9
BUFFER DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\04_U5748_prm_buf_psh05A.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONS FOR DITCH PLANS, SEE SHEET 5
4

U-5748 5A
4:14:
1
D
( Not to Scale)
d
STANDARD 'V' DITCH
FROM -L- STA. 30+50 RT TO -L- STA. 30+92 RT
Type of Liner= Class B Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 4
Ground
Natural
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 5 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RIA
BL
E 4:
1 4:1
2:1 MA
X
w
w= 6 Ft.
2:1 MA
X
( Not to Scale)
3:1
3:1D
B
b
LATERAL BASE DITCH w/HINGE
0.020 ft/ft
FROM -L- STA. 35+07 RT TO -L- STA. 38+65 RT
DETAIL 2
Ground
Natural
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
V
A
RIA
BL
E
w
w= 3 Ft.
FROM -L- STA. 41+40 RT TO -L- STA. 42+00 RT
FROM -L- STA. 39+00 RT TO -L- STA. 40+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:
1
b
( Not to Scale)
D
3:13:1
BERM 'V' DITCH
FROM -L- STA. 40+85 LT TO -L- STA. 42+50 LT
DETAIL 26
b= 5 Ft.
Min. D= 1 Ft.
Ground
Natural
RDWY
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y5- STA. 11+00 RT TO -Y5- STA. 12+50 RT
Min. D= 1 Ft.
DETAIL 33
Ground
Natural
Flatter3:1 or
Slope
Fill
4:
1 4:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 30+10 RT TO -L- STA. 30+49 RT
Min. D= 1 Ft.
DETAIL 34
Ground
Natural
Ground
Natural
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
b
b= 10 Ft.4:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+59 LT TO -L- STA. 42+69 LT
FROM -L- STA. 42+50 LT TO -L- STA. 42+59 LT
DETAIL 31
GROUND
NATURAL
D
D = 1 Ft.
d
Geotextile
d= 1 Ft.
Type of Liner= Class B Rip Rap
DETAIL 36
INLET CHANNEL IMPROVEMENT
-L- STA. 38+37 RT
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
910 CY DDE
PROP. EXCAVATION
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
1' SILL ON NORTH BARREL
DITCH
PROPOSED
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
EXCAVATION
DITCH
DRAINAGE
BOTTOM
STREAM CHANNEL
2:
1
2:1TO ELEV=219.0'
CLASS I RIP RAP (TYP.)
TO ELEV=219.0'
(TYP.)
CLASS I RIP RAP
13'
BORDER, 2:1 SLOPE
CLASS I FLOOD BENCH
TO ELEV=193.0'
CLASS I RIP RAP (TYP.)
2:
1
BOTTOM
STREAM CHANNEL2:1TO ELEV=193.0'
(TYP.)
CLASS I RIP RAP
9'
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
0'-7' WIDE
1' FLOOD BENCH
BARREL
2' SILL ON SOUTH
1' SILL ON NORTH BARREL60 CY DDE
PROP. EXCAVATION
OUTLET CHANNEL IMPROVEMENT
DETAIL 37
-L- STA. 33+92 LT
OUTLET CHANNEL IMPROVEMENT
DETAIL 44
(NOT TO SCALE)
LOOKING DOWNSTREAM
OUTLET CHANNEL
-Y5- STA. 11+41 LT
BOTTOM
STREAM CHANNEL
TO ELEV=193.5'
(TYP.)
CLASS I RIP RAP
2:15'
TO ELEV=193.5'
CLASS I RIP RAP (TYP.)
2:
1
2:1 or FLATTER
BOTTOM
STREAM CHANNEL
SEE DETAIL 37
OUTLET CHANNEL IMPROVEMENT
TO APPROX. ELEV=188.2'
(TYP.)
CLASS I RIP RAP
55 CY DDE
PROP. EXCAVATION
INLET CHANNEL IMPROVEMENT
DETAIL 43
(NOT TO SCALE)
LOOKING DOWNSTREAM
INLET CHANNEL
-Y4- STA. 16+26 LT
5'
BOTTOM
STREAM CHANNEL4:16:1
APPROX. ELEV=193.2'
GROUND SLOPE
FOLLOW EXISTING
ELEV=197.5'CLASS I RIP RAP (TYP.)CLASS I RIP RAP (TYP.)
10 CY DDE
PROP. EXCAVATION
Submitted 11/5/2021
SHEET OF 9
BUFFER DRAWING
INV=233.71'
INV=240.83'
INV=246.54
'30" RCPINV=251.63
'INV
=25
1
.73
'
INV=243
.09
'36" RCPTOP=256.59'
TOP=249.98
'DI
INV=225.41'
TOP=229.78'
INV=225.40'30" RCPINV=225.00'
DI
24" RCP
15" RCP
INV=228.60'TOP=232.49'
INV=229.13'15" RCPINV=225.29'INV=226.83'
15" RCP
INV=226.99'
INV=227.44'
INV=232.07'
INV=231.18'INV=231.25'TOP=237.05'
INV=231.26'15" RCPINV=234.25'
TOP=237.39'
INV=239.62'
TOP=242.52'15
" RCPINV=239.22'6"PVCI
NV=228.29'
INV=225.56'
INV=214.61'TOP=219.62'
DI
TOP=231.45'
C
A
R
PO
R
T
UNK
END
48" CHL
48" WW 1SBW
48" WW 1SBW
48" C
HL
C
O
N
C
48" CHL
15" CMP
15"
R
C
P
2SFD
G
S
W
BST
CONCCONC
GR
1SBRKD 48" I
RONCONC 15" RCPS
1SFD
CONC
CONC
1SFD
S
LT
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48"WW 1SBW
48" CHL
48" WW 1SBW
G
S
BST
CONC
RIP RAP
RISER
TOP=249.73
'
WOODS
WOODS
RIP RAP
RI
P RAP
HW/WW
CONC
BL-104
BL-105
B
Y3-120
GRASSSR 35
08 OLD NEUSE TRL 17' BSTBST
MONOLITHIC CONC ISLAND BSTUS 401 SB/LOUISBURG RD 29' BST
GRASS
WOODS
TC
TC
HHEOI
EOI
HHC
CHH
CTT
W
HH HH
MTR
LS
2
4 F
O
24
F
O16" DI
16" DI
100
PR
100 PR
100 PR
24 FO
48 FO16" DI
2SFD
DI
DI
8"PVC
WELL
48"CHLBY4-12524' BSTVENTURA CIR 126
BY4-
30' BST
US 401 NB/LOUISBURG RD
18" CMPINV=244.55
'
INV=245.09
'BOTTOM BOX=244.54
'
8" DIP
I
NV=240.15'
48
" CHL
36" RCP
INV=245.06'
INV=245.16'12" RCP1
2
" RCP
TOP=248.66
'
TOP=240.16'
INV=232.48'
INV=232.60
'
INV=242.20
'
INV=242.00
'
INV=242.99'15" RCPWD WALL
BST
DIP ENCASEMENT PIPEAERIAL CROSSINGCTC
HHH
H50 PR5
0
PREOIEOI15" RCP
GRWOODS
WOODS
CASINE CT 20'
BST24" RCP60" CHLWOODS
8" DIPFLOWABLE FILLREMOVE
REMOVE
( Not to Scale)
3:13:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 46+59 RT TO -L- STA. 49+26 RT
DETAIL 8
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
CB
DI
CB
CB
CB
CB
CB
CB
CB CB
CB
2GI
CBCB
2GI
CB
FS
SEE DETAIL 8
LATERAL V-DITCH
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 48+00 LT TO -L- STA. 49+24 LT
DETAIL 9
b= 10 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RT
Min. D= 1 Ft.
DETAIL 10
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 10
SPECIAL LATERAL V-DITCH
DI
DI
DI
DIDI
DI
DI
DI DI
DI
30" RCP-VREMOVE 30" RCP-V24" RCP-V2GI-D
RCP-V
15"
18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V 18" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V 15" RCP-V
30" RCP-V
30" RCP-V FLOWABLE FILL2GI-A
REMOVE
RETAINCB
CB
CB
CB
HW
ENDWALL
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 52+80 LT TO -L- STA. 54+77 LT
DETAIL 13
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
30" RCP-V30" RCP-V
DRA
IN
TO
GRAD
E
DRAIN
GRADE TO
FS
FROM -L- STA. 53+37 RT TO -L- STA. 58+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 12
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile LUG CONNECTORSELBOWS, ROD & 15" CSPTB JB w/MH
15" RCP-V
15" RCP-V

15" RCP-V
15" RCP-V
SEE DETAIL 27
CURB CUT DITCH
SPECIAL BACK OF
15" RCP-V
DRAIN
GRADE TO
REMOVE
REMOVEREMOVE
TO DRAIN
GRADE
REMOVE RCP-V 18"RCP-V
18"
16 LF
REMOVE
GEOTEXTILE
EST. 7 SY
CLASS B RIP-RAP
EST. 2 TONS
ELB
ELB
JB w/MH
ELB
ELB
SEE DETAIL 12
EST. 120 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 60 TONS
TOE PROTECTION
3:12:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 42+69 LT TO -L- STA. 47+00 LT
DETAIL 27
GROUND
NATURAL
b
D
D = 1 FT.
b= 10 Ft.
2:1 MA
X
( Not to Scale)
LATERAL BASE DITCH w/HINGE
D
B
b
d
1"/Ft.
FROM -L- STA. 42+85 RT TO -L- STA. 45+00 RT
DETAIL 7
b= 3 Ft.
B= 8 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
V
A
RI
A
B
LE 4:14:1
w
w= 6 Ft.
CB
FS 2GI
SEE DETAIL 31EST. 7 SY GEOTEXTILEEST. 3 TONS CLASS B RIP RAPW/ CLASS B RIP RAPSPECIAL BACK OF CURB CUT DITCH
48" WELDED STEEL TRENCHLESS INSTALLATION18" RCP-V
CONNECTORS
LUG
ROD &
ELBOWS,
15" CSP
SEE DETAIL 7
EST. 500 SY GEOTEXTILE
CLASS I RIP RAP
EST. 295 TONS
LATERAL 8' BASE DITCH
RCP-V
18"
30" RCP-V
RCP-V
30"FLOWABLE FILL48" RC P-V48" RCP-V48" RCP-V48" RCP-VREMOVE
SEE DETAIL 9
BASE DITCH
LATERAL 2'
(Variable)
Channel Bed
SEE DETAIL 13
BASE DITCH
LATERAL 2'
JB w/MH
48" RCP-V
SEE DETAIL 42
HEAD BASE DITCH
B
3:120:1D
( Not to Scale)
HEAD BASE DITCH
STA. 54+80 LT
DETAIL 42
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
Est. 8 CY DDE
Length = 19 LF
(Variable)
Channel Bed
SITE 7
SITE 13ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
-L-
-L--2Y--DRIVE2- STA. 11+40.00
END CONSTRUCTION-DRIVE2-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\05_U5748_prm_buf_psh06.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD
83 / NA 2011
FOR -Y2- PROFILE, SEE SHEET NO. 18
-L-
FOR -L- PROFILE, SEE SHEET NO. 14
PROPOSED SIGNAL
TRAFFIC DIAGRAM
39,800
1,000
1,600
13,800
16,500
10,100
65,800
95,500
2021 ADT
2041 ADT20,000
57,700
-Y2-
-L--L-
FOR -DRIVE2- PROFILE, SEE SHEET NO. 21
FOR -DRIVE4- PROFILE, SEE SHEET NO. 22 GRAPHIC SCALE
0'100'50'50' 5
C F
F CC
F
FCCCCCCC
F
F
F
F
FF
F
F
C
C
C
C
F
C
CC C
C F
FF

U-5748 6
SEE SHEET 5MATCHLINE -L- STA 44+00SEE SHEET 11
MATCHLINE -Y2- STA 31+00
SEE SHEET 7MATCHLINE -L- STA 58+10ALBERT & JOY ROWLAND
MYRA WESTMORELAND
ROOSEVELT WESTMORELAND III &
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
NCDOTEIP
EIP
MON
MON
MON
MON
EIP
EIP
MON
MON
MON
MON
MON
MON
MON
MON
MON MON
EIP
EIP
EIP
NCDOTGARY & MARY MUSSERFLORENCE SEREM
FILIPE GODOI
THEODORE & COLLEEN HESSAH
117
118
119
117
118
119
HOMEOWNWERS ASSN.
WAKE HIGH MEADOWS
MON
EXISTING R/WMICHAEL J. WENG
LEIGH ANN STROUD
AND WIFE,
MICHAEL D. STROUD, JR.
REBAR
EIP
REB
AR
REBAR
E
XIS
TI
N
G
R/WE
XIS
TIN
G
R/WEXISTING R/W
EXISTING R/W
;EXISTING R/W;
SUSAN BRANDOLIN
RENATO &
ARIEL MONTEALEGRE
JUNIUS WYNDER JR. &
LORETTA WYNDER
SALES SYSTEMS INC.
SOUTHEASTERN ADVERTISING &
49.84'
RIDOUT
JAMES & TERECA
COMMUNITY ASSN. INC.
BRIGHTON
NCDOT
NCDOT
JIYIN LIU
&
XIANG ZHONG
NCDOT
MARIA RODRIGUEZ
ABENER VELASQUEZ &
NCDOT
CHORD
10
11
12
9
13
14
15
23
26
27
23
29
30
31
44
AT-1
AT-1
B-77
B-77
CR
CR45 505510
JB w/MH
48" RCP-IV
LENGTH= 10 LF
EST. 32 SY GEOTEXTILE
CLASS B RIP RAP
EST. 14 TONS,
SEE DETAIL 30
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 54+77 LT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 30
1.25'
Min. depth= 1 Ft.
Type of Liner= CL B Rip-Rap - Keyed-In
3' min.
LENGTH= 40 LF
EST. 130 SY GEOTEXTILE
CLASS I RIP RAP
EST. 93 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
LENGTH= 21 LF
EST. 47 SY GEOTEXTILE
CLASS I RIP RAP
EST. 33 TONS,
SEE DETAIL 39
STABILIZATION
PIPE CHANNEL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-DRIVE3- STA. 12+21 RT
-L- STA. 53+37 RT
Ground
Natural
Ground
Natural
PIPE CHANNEL STABILIZATION
DETAIL 39
1.5'
Min. depth= 1.5 Ft.
Type of Liner= CL I Rip-Rap - Keyed-In
6' min.
Submitted 11/5/2021
SHEET OF 9
BUFFER DRAWING
30" RCP
INV=261.44'
TOP=264.19'15" RCP24" RCP24" RCPINV=257.76'
INV=257.82'
INV=257.52'INV=257.69'
INV=258.69'
15" RCP
INV=277.18'INV=277.26'24" RCP 15" RCP15" RCPINV=300.38'
INV=298.11'INV=298.18'
INV=298.20'INV=298.22'
15" RCP
INV=302.40'
TOP=305.67'
INV=302.63'
INV=303.34'
TOP=306.69'
INV=244.39'
INV=244.52'INV=250.75'INV=250.81'INV=252.08'
INV=255.12'
INV=255.99'INV=256.06'INV=257.26'
INV=257.34'
INV=259.14'
INV=259.20'
INV=263.34'IN
V=263.47'INV=281.09'INV=281.16'
INV=292.32'I NV=292.36'INV=292.85'
INV=292.96'8" DI P8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
TOP=263.25'TOP=282.38'
TOP=302.55'
TOP=303.60'
TOP=307.63'
TOP=302.38'
TOP=289.14'TOP=269.78'
TOP=266.82'
TOP=265.06'
TOP=262.69'
TOP=263.99'
TOP=264.78'
TOP=262.77'
TOP=254.14'
TOP=263.18'
8" DIP INV=252.15'
INV=251.32'
48" RCP
DI
DI
DI
DIINV=253.57'8" DIPINV=253.40'INV=254.89'48" RCP
INV=244.61'
TOP=257.05'36" RCP
PLANS)
(PER
JB
INV=264.71'
WW/HW
CONC
36" RCP
TOP=266.43'
CL INV=247.28'
48" RCP
CL INV=245.35'
DI
DIINV=261.37'INV=261.59'
TOP=264.62'DI
WW/HW
CONC
PLANS)
(PER
JB48" RCP
DI
S
S
48" CHLLT
S
48" WW 1SBW
48" WW 1SBW
48" WW 1SBWBSTCONCONWD
S
S
SOIL
BST
BST1SFD
1SFD15" RCP15" RCP60" CON60" CON3
2
"VC&G3
2
"VC&G48" WW 1SBW
48" WW 1SBW
48" WW 1SBW
48" WW 1SBW60" WDNOISE WALL
CONC
48" WD
48" IRON
12"BLKWALL
30"C&GCONSTEEL CASING
WOODS
WOODS
WOODS
2SFD
MTL
8" DIP
BL-106
BL-107VENTURA CIR 23' BSTUS 401 SB/LOUISBURG RD 36' BST
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
CONC SOUND WALL VAR 13' - 15'
CONC SOUND WALL VAR 13' - 15'
CONC BARRIER WALL
GRASSGRASS
WOODS
HW/WW
CONC
HHHHT
W
C
HH
HH
HH
MTR
LS
LS
HH
HHHHHH 16" DI
24 FO
24 FO
24 FO
2
4 FOEOI S
ROCK COLUMN 8"DIPSIZE OR MATERIAL.
TO DETERMINE
GAS COMPANY
NO RECORDS FROM
36' BST
US 401 NB/LOUISBURG RD
72" RCP
72" RCP
15" RCP
15" RCP15" RCP8" DIP
I
NV=
2
4
0
.9
5'
I
NV=
2
3
9.9
7'
I
NV=
2
4
0.15'
I
NV=
2
3
9
.14'
I
NV=
2
4
8.8
3'
I
NV=
2
4
7.9
7'
F
E
S
DI I
NV=
2
4
8.2
0'
T
OP
=
2
5
2.3
8'
I
NV=
2
4
8.3
1'
I
NV
=
2
4
8.7
5'TOP=25
1.57'I
NV=24
8.
55'
T
OP
=
2
5
1
.5
5'
CI CI
(NO BREAK IN FENCE)
WOODS
HW/WWC
ONC
3
6' BS
TLOWELL RI
DGE RDHW/WWC
O
NC8" DIPTO DRAIN
GRADE
2GI-D
REMOVE
REMOVE
R
ET
AI
NRETAIN
REMOVE
REMOVE
REMOVE REMOVEREMOVE
REMOVE
REMOVE
REMOVEFILLFLOWABLEFILLFLOWABLEREMOVE
REMOVE
3GI
CB
CB
2GI-D
CB
CB
CB
DI
CB
2GI
CB
2GI
CB
CB CB
2GI
CB
CB
CB
SEE DETAIL 6
V-DITCH
SPECIAL LATERAL
CB
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM -DRIVE1- STA. 11+50 RT TO -DRIVE1- STA. 11+75 RT
Min. D= 1 Ft.
DETAIL 6
Ground
Natural 4:1
Slope
Fill
CB
24" RCP-V
24" RCP-V
30" RCP-V 24" RCP-VSlab Lid
JB w/
18" RCP-IV
DRAIN
TO
GRADE
TO DRAIN
GRADE
FS
FS
FSRETAIN
15" RCP-V RCP-V 15" 15" RCP-V 15" RCP-V 18" RCP-V 18" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
18" RCP-V
15" RCP-V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
3:1FROM -DRIVE1- STA. 11+50 LT TO -DRIVE1- STA. 11+75 LT
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Slope
Fill
Ground
Natural
Geotextile
4:1
DETAIL 14
Type of Liner= Class B Rip-Rap
RCP-V
18"
RCP-V 15"RCP-V 15"SEE DETAIL 14
EST. 30 SY GEOTEXTILE
CLASS B RIP-RAP
EST. 20 TONS
SPECIAL LATERAL V-DITCH
2GI
HW
REMOVE15" RCP-V
RETAIN
RETAIN
RETAIN RETAIN
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 63+05 LT
-L- STA. 61+54 LT
C Proposed Ditch
48" RCP-V
RCP-V24"FS 2GI-A
RCP-V24"
CB
48" RCP-V
48" RCP-V
SEE DETAIL 16
LATERAL 4' BASE DITCH
SEE DETAIL 28
BASE DITCH
LATERAL 2'
HW
LENGTH= 30 LF
TO ELEV= 257.0'
EST. 118 SY GEOTEXTILE
EST. 84 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
RCP-V15"
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -L- STA. 60+50 LT TO -L- STA. 61+50 LT
b= 12 Ft.
Min. D= 1 Ft.
DETAIL 38
Ground
Natural
Slope
Fill
( Not to Scale)
6:14:1D
b
LATERAL 'V' DITCH
0.020 ft/ft
FROM -L- STA. 69+00 LT TO -L- STA. 69+50 LT
DETAIL 34
Ground
Natural
b= 10 Ft.
Min. D= 1 Ft.Wall
Noise
Prop.
38
SEE DETAIL
V-DITCH
LATERAL
FS
2GI-A
FS2GI-A
48" RCP-V48" RCP-V48" RCP-VRCP-V48"
RCP-V
15"
RCP-V
15"
15" RCP-V
RCP-V
48"JB w/MH
RCP-V 15"DETAIL 34
SEE
V-DITCH
LATERAL
CB
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 61+50 LT TO -L- STA. 63+00 LT
DETAIL 28
b= 12 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 63+00 LT TO -L- STA. 64+80 LT
DETAIL 16
b= 12 Ft.
B= 4 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -DRIVE3- STA. 11+81 LT TO STA. 11+88 LT
DETAIL 40
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 6 sy
Type of Liner= 3 TONS,CL B Rip-Rap
5'min.
1.0'min.
SEE DETAIL 40
RIP RAP AT EMBANKMENT
( Not to Scale)
GEOTEXTILE
1.0'min.Ground
Natural
PIPE BANK STABILIZATION
1.5'
-L STA. 64+75 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
SITE 8
SITE 9
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
-L-
-L-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRI
VE3-11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\06_U5748_prm_buf_psh07.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSNAD 83 / NA 2011FOR -L- PROFILE, SEE SHEET NO. 15
FOR -DRIVE1- PROFILE, SEE SHEET NO. 20
FOR -DRIVE3- PROFILE, SEE SHEET NO. 21
GRAPHIC SCALE
0'100'50'50'
6
-DRI
VE3-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
FC
C
C
C
F
F C
F
F
C
C
C
F
F
C
F F

U-5748 7
SEE SHEET 6MATCHLINE -L- STA 58+10 SEE SHEET 8MATCHLINE -L- STA 72+00(PRIVATE STREET EASEMENT)
TRESCO CROSSING
MON
MONEIPEIPEIPEIPMONMON
MON
MON
EIP EIP EIP EIP EIP
MONMO N
MON
COR SEWER EASEMENT
EIP
A
XL
E
JOHN GUERRIERO
BM 2012 1053
DRAINAGE EASEMENT
EXISTING PRIVATE
DANIEL & JULIE KENNEDY
BENJAMIN & ELIDA ESTEVES
ASSN. INC.
BRIGHTON COMMUNITY
HOLNESS
VELEAN
VICK TA
ESTEVES
LIS
ISAAC &
WALTON
PAMELA
SMALLWOOD
WILLIAM
VASQUEZ
KELVIN
TALIAFERRO
JOCELYN
BOIS
JANNIE
LLC
BORROWER,
AMH 2014-2
SABILLON
OMARY
ROSARIO &
IVAN DEL
INVESTMENTS, INC.
ROGER HONBARRIER
GROUP LLC
VBBSS
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT SEWER EASEMENTCITY OF RALEIGH20' SHADY AL-AWAR
;
;
;
60.00'
RIDOUT
JAMES & TERECA
HEIDI MORAVCIK
DONALD &
ACEVEDO
ALEXANDRA
APARTMENTS LLC
SYCAMORE GROVE
VUNDA MADIAMBA
NZINGA SUKIDI &
GLORIA SINGLETONR/WE
XI
S
TI
NGR/WEXI
S
TI
NGASSOCIATION. INC.
BRIGHTON COMMUNITY
HIGHLAND CREEK ASSN, INC.
THE TOWNHOMES AT DB 14066, PG 959COR SEWER EASEMENT15
16
17
18
18
20
20
32
30
31
CAT-1
CR
CR
B-77
AT-1 606570Submitted 11/5/2021
RUI
N2SFDWGR48" CHLWE=227.0'PONDWOODS
FEEDERBIRDBY4-125
BY4-124
BY4-123
BY4-122
BY4-121
WOODS
LATERAL BASE DITCHDETAIL 9SPECIAL LATERAL 'V' DITCHFROM -Y2- STA. 31+00 RT TO -Y2- STA. 33+00 RTMin. D= 1 Ft.DETAIL 10SlopeFillSEE DETAIL 10SPECIAL LATERAL V-DITCHFS
FS
2GI-D
2GI
HW
DI
DI
DI
DI
SEE DETAIL 20
EST. 145 SY GEOTEXTILE
EST. 65 TONS CLASS B RIP RAP
W/ HINGE & RIP RAP
SPECIAL LATERAL V-DITCH
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 21
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 23+54 LT
C Proposed Ditch L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 23+54 RT
DETAIL 22
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
72" RCP-VELB
ELB
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
GeotextileELBELBELBELB DI
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
SEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH 15" RCP-V
RCP-V 15"
EST. 7 SY GEOTEXTILE
CLASS B RIP RAP
EST. 2 TONS
15" RCP-V
15" RCP-V
DITCH
EXTEND TO PROPOSED
KEY IN RIP RAP
EST. 15 SY GEOTEXTILE
EST. 7 TONS CLASS B RIP RAP
( Not to Scale)
SPECIAL LATERAL 'V' DITCH w/HINGE
D
d 4:1FROM -Y2- STA. 25+00 LT TO -Y2- STA. 26+00 LT
DETAIL 20
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
w= 6 Ft.
w
2:1 MA
X
V
A
RI
A
BL
E
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
LENGTH= 20 LF
TO ELEV.=235'
EST. 310 SY GEOTEXTILE
EST. 180 TONS CLASS I RIP RAP
SEE DETAIL 29
PIPE BANK STABILIZATION
CONNECTORS
ELBOWS, ROD & LUG
15" CSP
( Not to Scale)
GEOTEXTILE
1.0'min.
Ground
Natural
PIPE BANK STABILIZATION
1.25'
-Y2- STA. 24+91 LT
(Variable)
CHANNEL BED
d
d= Varies (See label)
DETAIL 29
3'min.
Type of Liner= Class I Rip Rap
1.25'
STREAM BED ELEVATION
STANDARD BASE DITCH
DETAIL 23
SITE 10
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
VALVE6" DIPINV=217.72'12" HDPEINV=228.26'INV=227.12'2SFDGSEE DETAIL 23
EST. 2460 CY DDE
EST. 1600 SY GEOTEXTILE
EST. 950 TONS CLASS I RIP RAP
STANDARD 10' BASE DITCH
EST. 90 SY GEOTEXTILE
EST. 50 TONS CLASS I RIP RAP
TIE IN BEFORE PROPERTY LINE.
30 LF. RIP RAP TRANSITION.
BASE WIDTH OVER A LENGTH OF
BASE WIDTH TO EXISTING CHANNEL
PROPOSED DITCH
GRADUALLY TRANSITION FROM
FILL
FLOWABLE
Channel Bottom
Note: Top of Rip-Rap at
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-Y2- STA. 25+50 RT
DETAIL 23
Std. No. 876.01
When B is > 6.0'-
Type of Liner= Class I Rip-Rap
B= 10 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Geotextile
SITE 11
SHEET OF 9
BUFFER DRAWING
11/2/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_BUF\07_U5748_prm_buf_psh11.dgnmeme.buscemiHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] - [phone](FAX)
Raleigh, NC 27607
701 Corporate Center Drive, Suite 475
NC FIRM LICENSE No: F-0342
Office of:
Prepared in the REVISIONSN
A
D 83 / N
A 20
1
1
FOR -Y2- PROFILE, SEE SHEET NO. 18 GRAPHIC SCALE
0'100'50'50'
7
SEE ENLARGEMENT SHEET 24
C
F
C
F
F
C
C
F
C
C
CCC
C

U-5748 11
SEE SHEET 10MATCHLINE -Y2- STA 23+00SEE SHEET 6MATCHLINE -Y2- STA 31+00SEE INSET (THIS SHEET)
MATCHLINE SEE BELOW
ALBERT & JOY ROWLANDWELL LOT
AQUA NC, INC
VAUGHN TRUST
NCDOT NCDOTNCDOT
NCDOT
39
41
41
44
41
44BARRY & GALE BLINSONR/WE
XISTIN
G
44
GREU 350, TL-3
CAT-1
GREU
3
5
0
, TL
-3
CAT-1 2530DRAIN POND PIPE CHANNEL STABILIZATIONDETAIL 30REMOVE
Submitted 11/5/2021
SiteStationStructureNo. (From/To)Size / Type2 -L- 23+58 - 26+19Bridge WideningX11170 7735 1890504 -L- 32+26 - 34+33 LT 2 @ 78" Pipe TrenchlessX2625 1836 44615 -Y4- 15+07 - 17+32 LT72" PipeX2854 1504 43586* -L- 36+58 - 40+67 RT Roadway WideningX18329 11898 3022712* -L- 40+67 - 41+72 RT24" PipeX3447 2184 56317 -L- 52+76 - 54+22 RT48" PipeX6586 3856 104428 -L- 59+07 - 60+10 RT15" PipeX2640 1782 44229 -L- 63+69 - 65+60 LT48" PipeX8674 5347 1402110* -Y2- 24+14 - 26+39 72" Pipe / Riprap DitchX48553 33525 8207811* -Y2- 25+09 - 25+79 RTRiprap DitchX2570 1528 409813 -L- 56+95 - 57+93 RT48" PipeX1876 792 266935356 22462 57818 73968 49525 123493 0 0NOTES:Revised 2018 Feb SHEET 8 OF 9BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARY** Sites 6 & 12 and Sites 10 & 11 directly adjacent to each other.NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE COUNTYU-574850168.1.1ALLOWABLEMITIGABLE11/02/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Submitted 11/5/2021
ZONE 1 (ft2)ZONE 2 (ft2)6 -L- 38+49 - 42+04 RT83338 -L- 59+06 - 60+10 RT105510 -Y2- 24+62 - 25+04268212070 0Revised 2018 Feb SHEET 9OF9WETLANDS IN BUFFERSSITE NO.STATION(FROM/TO)TOTAL:50168.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/02/2021WAKE COUNTYU-5748WETLANDS IN BUFFER IMPACTS SUMMARYSubmitted 11/5/2021
1
401
540 grubsiuoLdR
esueNreviRgrubsiuoLdR
dRlli
MllehctiM
yrrePkeerC
dR Ligon Mill Rd401
esueNreviRForestville Rd2044
2049
2225
2224
2227
2222
22232049
2006
2042
PRESERVE
FARM NATURE
HORSESHOE
CITY OF
RALEIGH
GAS TANK
GUY WIRE
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
BM2
BM5
END TAPER+60.00END
TAPER+06.76 BEGIN TAPER
+96.84
END TAPER+26.51
BEGIN TAPER+61.51
-L- STA. 85+17.14END TIP PROJECT U-5748
PUM '01
PUM '01
PUM '01PUM '01
END TAPER+75.00
2'-9" C&G
2'-9" C&G
2'-6" C&G
2'-6" C&G
2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-6" C&G
G&C "6-'2
2'-9" C&G
PUM '01
PUM '01
PUM '01
G&C "6-'2G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
G&C "6-'2
2'-6" C&G END
TAPER+61.84
2'-6" C&G2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-9" C&G2'-9" C&G
2'-9" C&G
2'-9" C&G END TAPER LT+97.78 BEGIN TAPER+98.51GREU 350, TL-3
GREU 350, TL-3
2'-6" C&G
4" CONCRETE COVER2'-6" C&G
2'-6" C&G
BEGIN TAPER
+00.00BEGIN TAPER+75.00END
TAPER+75.00 -Y2- STA. 12+00.00BEGIN CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
2'-6" C&G
TAPERBEGIN+63.68
TAPEREND+43.68
TAPERBEGIN+60.00 G&C "6-'2
G&C "6-'2
END TAPER+80.00
END+35.00BEGIN TAPER+35.00
END TAPER+35.00
BEGIN TAPER+75.00
END TAPER+75.00
BEGIN TAPER+75.00
BEGIN TAPER+35.00
TAPEREND+35.00TAPERBEGIN+35.00
END TAPER+85.00
-Y2-
-Y2-
-Y2-
2'-6" C&G
MEDIAN SHIFT BOTH SIDES
SIDESSHIFT BOTHMEDIAN
END TAPER
+15.00
BEGIN TAPER
+15.00
-Y1- STA. 19+14.23END CONSTRUCTION
-Y4- STA. 10+50.00BEGIN CONSTRUCTION
G&C "6-'2
TAPEREND+10.00BEGIN TAPER
+60.00 END TAPER+10.00BEGIN TAPER
+10.00
END TAPER
+95.00
BEGIN TAPER+05.00 BEGIN TAPER+26.51
END TAPER
+50.00
BEGIN TAPER
+50.00
END TAPER+40.00
END TAPER+90.00BEGIN TAPER +90.00
END TAPER+25.00
END TAPER+85.00BEGIN TAPER+85.00
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
4" CONCRETE COVER8"x18" CONC. CURB
8"x18" CONC. CURB
8"x18" CONC. CURB8"x18" CONC. CURB END TAPER+74.83
CURB AND GUTTER TIE TO EXISTING
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
RTTAPERBEGIN+47.78
NOISE WALLPROPOSED
PROPOSED NOISE WALL
NOISE WALLPROPOSED
PROPOSED NOISE WALL
BEG
IN C&G
BEG
IN TAPER+50.00BEG
IN TAPER+98.75
C&GEND-Y2-+73.14
C&GBEGIN-Y2-+64.59
-DRIVE1- STA. 11+50.00BEGIN CONSTRUCTION
END C&G+10.97 -L-
END C&G+90.94 -L-
BEGIN C&G+26.51 -L-
END C&G+15.92 -L-TAPER RTBEGIN+47.90
+80.00 BEGIN TAPER
BEGIN
BEGIN TAPER +85.00-3Y--2Y-
TO MEET BRIDGE RAIL98.5' SHIFT CURB
2'-6" C&GEND
SHIFT+73.50
-Y3- STA. 11+00.00BEGIN CONSTRUCTION
2'-6" C&G -Y1-
-SBX-
-SLIP-
-DRIVE2-
-1EVIRD-END
TAPER RT+19.09
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
BEGIN C&GSTA. 17+90.00
BEG
IN TAPER+10.00
FACED BARRIERPROPOSED SINGLE
BARRIERSINGLE FACEDREMOVE EXISTING
(KEYED IN)5" MONO. CONC. ISLAND
FACED BARRIERPROPOSED SINGLE
4" CONCRETE COVER
4" CONCRETE COVER
END C&G-DRIVE1-+90.53
BARRIERSINGLE FACEDPROPOSED
(KEYED IN)5" MONO. CONC. ISLAND
(KEYED IN)5" MONO. CONC. ISLAND
PROPOSED SINGLE FACED BARRIER
BARRIERFACEDSINGLEPROPOSED
-DRIVE2- STA. 11+40.00
END CONSTRUCTIONBEGIN C&G+44.42 -L-
END C&G+12.81 -L-
TAPEREND+60.10
BEGIN TAPER
POINTACCESS
TIE TO WALLBEGIN FENCE
EXIST R/WEND FENCE
EXIST R/WEND FENCE
TIE TO WALLBEGIN FENCE
POINTACCESS +65END FENCE
EXIST R/WEND FENCE
END C&G+80.00 END TAPER
BEGIN C&G+40.57 -L-+75FENCEBEGIN
154.07' RT-L- +22.41END FENCE
FLAGPOLESDO NOT DISTURB
END S/WEND C&G+25 -Y1-
TIE TO WALLEND FENCE
+20
BEG
. FENCE+60END
FENCE-DRIVE3-
PROPOSED NOISE WALL
GUARDRAILRETAIN EXISTING
ROCK COLUMNSDO NOT DISTURB
-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
2'-9" C&G
2'-9" C&G
2'-9" C&G
2'-9" C&G
ISLAND (KEYED IN)
5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC.
ISLAND (KEYED IN)5" MONO. CONC.
2'-6" C&G2'-6" C&G2'-6" C&G
2'-6" C&G
2'-9" C&G
5' SIDEWALK
5' SIDEWALK
END TAPER+50.00
BEGIN TAPER+52.00
END TAPER+32.00
TAPEREND +52.25
+90.00BEGIN TAPER
END TAPER+40.00BEGIN TAPER+00.00
+00.00
TAPE
R
BEGIN
END TAPER+50.00
END TAPER+70.00 BEGIN TAPER+90.00
END TAPER+60.00
BEGIN TAPER+60.00
END TAPER+10.00BEGIN TAPER+10.00BEGIN TAPER+50.00
END TAPER+75.00
BEGIN TAPER+50.00
END TAPER+95.00
BEGIN TAPER+70.00
+20.00
BEGIN TAPER
END TAPER+90.64 BEGIN TAPER+80.00
END TAPER+50.00
TAPEREND+80.00
TAPEREND+60.00
-Y10- STA. 12+10.00
END CONSTRUCTIONSEE DETAIL SHEET ____30" VALLEY GUTTER
-Y7- STA. 14+10.00
END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
-Y8- STA. 11+08.00END CONSTRUCTION
SIDEWALKEXISTINGTIE TO
GUARDRAILEXISTINGTIE TO END TAPER+06.76BEGIN TAPER+56.76TAPEREND +32.00
TAPERBEGIN +52.00
TAPERBEGIN +10.64
HANDRAIL (TYP)
SHEET OF 27
PERMIT DRAWING
SHEET OF 3
PERMIT DRAWING
UTILITIES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)09/08/990
00
11/1/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_UTL\01_U5748_utl_buf_tsh.dgnmeme.buscemiCONTRACT:TIP PROJECT:NOT TO SCALESee Sheet 1A For Index of Sheets
VICINITY MAP
PROPOSED SIGNAL
25 50 10050
25 50 10050
5 1010U-5748See Sheet 1B For Conventional Symbols
-L- STA. 26+37 +/-
END BRIDGE
-Y1- STA. 19+14.23
END CONSTRUCTION
-Y4- STA. 17+70.00
END CONSTRUCTION
-Y4- STA. 10+50.00
BEGIN CONSTRUCTION
TO RALEIGH
TO
ROLE
SV
ILLE
TO W AKE FOREST
TO ZEBULON-Y2- STA. 12+00.00
BEGIN CONSTRUCTION
-Y3- STA. 11+00.00
BEGIN CONSTRUCTION
PROJECT
END
-Y3--Y4-SR 3508
OLD NEUSE TR
SR 2044
LIGON MILL RD-Y2-
LOU
ISBURG
RD
U
S

401-L
-S
R
222
4MITCHELL MI
LL RD-Y1-VENTURA CIR-DRIVE1--DRIVE1- STA. 11+50.00
BEGIN CONSTRUCTION
LELAND DRGREENWAY
NEUSE RIVER
20
4
5 6 7
8
910 11DARTON WAYNEUSE RI
VERRALEIGH CITY LIMITSCASINE CT-DRI
VE2
-
-DRIVE3- STA. 11+80.00
END CONSTRUCTION
-DRIVE2- STA. 11+40.00
END CONSTRUCTION
-L- STA 85+17.14
END TIP PROJECT U-5748-L- STA. 23+38 +/-
BEGIN BRIDGE
-SBX--Y5-EXISTING SIGNALVENTURA CI
R-DRI
VE4-
RI
DGE RDLOWELL-DRI
VE3
--MUP1-

-SLIP-
MUNICIPAL BOUNDARIES OF THE CITY OF RALEIGH.
A PORTION OF THIS PROJECT IS WITHIN THE
ESTABLISHED USING METHOD III.
CLEARING ON THE PROJECT SHALL BE TO THE LIMITS
PLANS.
ACCESS LIMITED TO POINTS AS SHOWN ON THE
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH
MANDREL WAY
PROJECT
BEGIN
16
1514
13
12-L1- STA 19+00.00
BEGIN TIP PROJECT U-5748
AHEAD = POT -L- STA. 10+00.00
BACK = POT -L1- STA. 73+73.50
EQUALITY
LOU
ISBURG
RD
US
401
-L1-
-Y10- STA. 12+10.00
END CONSTRUCTIONDRHARNETT -Y10-SR 2006PERRY CREEK RD-Y6-PERRY CREEK RD-Y7--Y7- STA. 14+10.00
END CONSTRUCTION
-Y6- STA. 14+20.00
BEGIN CONSTRUCTION
TRAILHEAD LN-Y8--Y8- STA. 11+08.00
END CONSTRUCTION
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2
1
BUFFER IMPACTS PERMIT

INDEX OF SHEETS

XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CAROLI
NAUTILITIES REGIONAL ENGINEER
UTILITIES ENGINEER
UTILITIES COORDINATOR

Gary Swinson

UTILITY OWNERS WITH CONFLICTS
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
UTILITIES UNIT
PREPARED IN THE OFFICE OF:
PROJECT UTILITY COORDINATOR
UTILITIES AREA COORDINATOR
Tucker Martin, PE
Ali Kochecki, PE
Dayton Martin
Tanga Sampson
(E) NATURAL GAS - DOMINION ENERGY
(D) TELECOM - AT&T
(C) CATV - CHARTER
(B) POWER DISTRIBUTION - WAKE EMC
(A) POWER DISTRIBUTION - DUKE ENERGY

UTILITY WETLAND IMPACTS
WETLAND IMPACTS TITLE SHEET
DESCRIPTION:

UE-2 THRU UE-3
UE-1
SHEET NO.:

SHEET NO.
U-5748STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
WAKE COUNTY
UTILITY PERMIT DRAWINGS
UE-1
LOCATION: US 401 (LOUISBURG RD) FROM SOUTH OF SR 2044
(LIGON MILL RD) / SR 2224 (MITCHELL MILL RD) TO LELAND DR
BUFFER IMPACTS
DATE:
SUBMITTAL:25% ROADWAY PLANS
JULY 27, 2021
AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC.
F - 0342
5438 WADE PARK BLVD, SUITE 200, RALEIGH, NC 27607
919-854-6200 NA 2011NAD 83Submitted 11/5/2021
EASEMENT10' PRIVATE UTILITYMARY MURRAY
HOMEOWNERS ASSN INC.
NEUSE CROSSING
PLEASANT
CLARENCE & EUGENIA
EXISTING R/W
EIP
MON
EIP
MON
MON
MON
E
IP
MON
MON
PERMANENT COMMON OPEN SPACE
E
IP
18" RCP
18" RCP 18" RCP
18" RCP
18" RCP
15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP
CB CB CB CB CB
CB
CB
CB CB CB CB
15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP
CB
CB
CB
CB
CB
CB
CB
24
" HDPE
INV=182.38'
15" HDPE
24" RCP 15" CMP18" RCP
15" RCP 18" CMP15" CMPEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WSOIL
S
BST
BST
LT
WD
WDCONC
ANCHOR
BRIDGE
CONC
MTL
MTLMTL
MTL
48" CHLWOODS
WOODS
WOODS
HW/WW
CONC
RIP RAP
WOODS
WOODS
MTL
WOODSWOODSWOODS
BL-102
CONC
GRASS GRASS
GRASS
CONC BRIDGE DECK
CONC BRIDGE DECK
30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G30" C&G
30" C&G
30" C&G
US 401 NB/LOUISBURG RD 58' BST
US 401 SB/LOUISBURG RD 35' CONC
HH EOIEOI16" DI
MTL
MTL
MTL
MTL
H/W
CONC 182.79'
INV=
H/W
CONCCMP24"ANABEL AREVALO
SHA ND RAIL48" MTL HAND RAIL
48" MTL
HAND RAIL
42" MTL
108" BST
108" BST120" CONC120" CONCS
WD BRIDGERAP
RIP
RAP
RIP
RAP
RIP 54" VINYL120" BSTCONC
CONC
RIP RAP
CITY OF RALEIGH
CITY OF RALEIGH
CB
CB
CB
HW
CONC18" CMPU5748 AZ1
RIVERNEUSEHOMEOWNERS ASSN INC.
NEUSE CROSSING BM 1990,
PG 627POSSIBLE GREENWAY EASEMENTHW/WW
CONC
EDWIN & BEVERLY BLAND
BM 2002 PG 1505
DB 16347 PG 1954
NEUSE RIVER GREENWAY EASEMENT
BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN
RETAIN
RETAIN
FLOWABLE FILL
FLOWABLE FILL
RETAIN
REMOVE
REMOVE
REMOVEFLOWABLE FILLREMOVE
FLOWABLE FILL
REMOVE
REMOVE REMOVE
R
ETA
IN
RETAIN
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
FSFILLFLOWABLESITE 2
-L-
-L- STA 15+50.00
BEGIN TIP PROJECT U-5748
NAD 83 / NA 2011
GRAPHIC SCALE
0'100'50'50'
UE-2
4
2
OVERHEAD UTILITY
PROPOSED
UTILITY POLE
PROPOSED
SHEET OF 3
PERMIT DRAWING
UTILITIES
F
F
F
C
F C F
F F
F
F
C
C
FFC
C
C
C
C
F C
F
F
F
C
C
F
C
SEE SHEET 5MATCHLINE -L- 30+00141' LT
EX. R/W
1
3
205' RT
-L-+00
50
50
125' LT
EX. R/W
156' LT
142.09'LT &
+12
156' LT
142.18'LT &
+49
155' LT
141.84'LT &
+15
4
157' LT
141.57'LT &
+08
157' LT
155' LT &
141.62'LT
+30
205' RT
EX. PL
157' LT
EX. R/W &
+20
157' LT
EX. R/W &
+43
156' LT
EX. R/W &
+43
156' LT
EX. R/W &
+64
B-77
B-77 B-77
B-77
B-77
B-77
CAT-1CAT-1 GREU 350, TL-320 253010ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVEREMOVE REMOVE
14 LF
REMOVEREMOVE
REPLACE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
919-854-6200 919-854-6259 (fax)
701 CORPORATE CENTER DRIVE, SUITE 475, RALEIGH, NC 27607
AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC.
F - 0342
Prepared in the Office of:11/1/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_UTL\02_U5748_utl_buf_psh04.dgnmeme.buscemiSHEET NO.PROJECT REFERENCE NO.
THIS SHEET CORRESPONDS TO RDY-
U-5748
UTILITY BUFFER IMPACTS
Submitted 11/5/2021
SiteStationStructureNo. (From/To)Size / Type2 -L- 23+60 - 26+15 RT Overhead Utility828 494 1322828 494 132200000NOTES:Revised 2018 Feb SHEET 3 OF 3BUFFER REPLACEMENTIMPACTSUTILITY BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE COUNTYU-574850168.1.1ALLOWABLEMITIGABLE11/01/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Submitted 11/5/2021